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HomeMy WebLinkAbout49065-Z of SOUryo`o Town of Southold * * P.O. Box 1179 �0 53095 Main Rd CO NTI Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45792 Date: 11/24/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 5295 Bridge Ln Cutchogue,NY 11935 Sec/Block/Lot: 84.-1-6.16 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 03/06/2023 Pursuant to which Building Permit No. 49065 and dated: 03/29/2023 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with unfinished basement, partially covered entry, covered patio and attached two car garage as applied for. The certificate is issued to: 5295 Bridge Ln LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-22-1278 8/5/2024 ELECTRICAL CERTIFICATE: 49065 07/11/2024 PLUMBERS CERTIFICATION: Richard J. Cannarrella 05/09/2024 1 Aut or' ed Signature SUFFot�.� TOWN OF SOUTHOLD BUILDING DEPARTMENT H 2 TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49066 Date: 3/29/2023 Permission is hereby granted to: lannolo Marie Irvc.Trt U/A 104 Arlington St Mineola, NY 115012005 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 5295 Bridge Ln, Cutchogue SCTM #473889 Sec/Block/Lot# 84.-1-6.16 1 Pursuant to application dated 316/20.23 and approved by the Building Inspector. ..,To expire on 9/2712024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,356.40 CO-NEW DWELLING $50.00 Total: $2,406.40 Building Inspector OF SOUT�oI o Town Hall Annex Telephone(631)765-1802 54375 Main Road' P.O.Box 1179 G Q �� • yo sean.devlinl�-)town.southold.ny:us Southold,NY 11971-0959 Cou ,� ' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: 5295 Bridge Ln LLC Address: 5295 Bridge Ln city,Cutchogue st: NY zip: 11935 Building Permit#: 49065 Section: $4 Block: . 1 Lot: 6.16 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: 390 Operating Group License No: 35594ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 137 Ceiling Fixtures 3 Bath Exhaust Fan 4 Service 3 ph Hot Water Gas GFCI Recpt 4 Wall Fixtures 10 Smoke Detectors 5 Main Panel .200A A/C Condenser 2 Single Recpt Recessed Fixtures 83 CO Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan Combo Smoke/CO 5 Transfer Switch UC Lights 4' Dryer Recpt GaS Emergency Strobe Heat Detectors 1 Disconnect Switches 137 4'LED Exit Fixtures Sump Pump Other Equipment: Fridge, Mini Fridge, DW, W/D(2), Hood Notes: Two Story w/ Unfinished Basement Inspector Signature: Date: July 11, 2024 S.Devlin-Cert Electrical Compliance Form ���oF sorry Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT (�l TOWN OF SOUTHOLD lb p� JUL 30 ��24 Btrllc►Ing Detho CER:TIF,ICATLON ®wnOfS ua,7t Date: Building Permit No.A Cf 0(a S Owner: f 52c,S gkty(yr L.N tic (Please print) Plumber: 4HgaD J. GAN,,ARRftiA (Please print) I certify that the solder used in the water supply system contains less than 2t10 of 1% lead lum ers Signature) Sworn to before me this dayof, , .20 2y Notary Public, - �k .County DARCEE AUFENANGER NOTARY PUBLIC,STATE OF NEW YORK Registration No.01A00019644 Qualified in Suffolk County Comrriissior►Ezpii'es.January 9,2028 rV souryolo # # TOWN OF SOUTHOLD BUILDING DEPT. �ycourm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMA. KS: 1 449 006�� CA V�vk 6 oe �j vat�- i�p wu/ DATE INSPECTOR Of SO(/lyOlo # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLBG. [ : ] FOUNDATION 2ND [ INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS. 9&- VOOL, CoA DATE 'y0 INSPECTOR �O�apF SOUIyOlo # # TOWN OF SOUTHOLD BUILDING T. courm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �12e)-it Lie Ae Lk IX 9'd.C: eC 6 DATE //2-/� INSPECTOR SOUIyo� "\ ct 2R -s� "<1 TOWN OF SOUTHOLD BUILDING DEPT. `ycou 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: ( -A P 44 hLr �,11�c�/ ell S -118 Jld� rl A _v- )a-VAlry , J70/ A9- / 3-k 77 Ll DATE INSPECTOR. < i a SOUIyOIo TOWN OF SOUTHOLD BUILDING DEPT. Comm, 631-765-1802 ANSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH'PLBG. [ ] FOUNDATION 2ND [ "] SULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL _ ' [ ] FIREPLACE & CHIMNEY [ . ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: wy "Wv DATE INSPECTO OF SOUTy�� # TOWN OF SOUTHOLD, BUILDING DEPT. `y^ou ,� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ .] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL hj [ ]. FIREPLACE& CHIMNEY [. '] FIRE SAFETY INSPECTION [ ] .FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL-(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION. [ ] .PRE .C/O [ ] RENTAL REMARKS: �[Yl d9 �%f�7:gO— 1 p DATE C01 INSPECTOR 4—/"1 1 y1,1-4 V 60 J � r I � •®� TOWN OF SOUTHOLD BUILDING DEPT. - - 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY [ ]FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ J ELECTRICAL(ROUGH) [ ]ELECTRICAL(FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]RENTAL 1i (a %I REMARKS: hv f) VY OA DATE _- _ INSPECTOR <- _ r� g()6'�' AM P Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build June 4,2024 Bridge Lane LLC Residence Lot16 5295 Bridge Lane Cutchogue, NY 11935 Tax Map#1000-84.-1-6.16 To Whom It May Concern. Based on my inspection at the above address the foundation was installed per the architectural plans.and meets NYS Building Code. Please contact our office if you have any questions. Thankyou, Anthony Portillo, RA,LEED AP 'QY�� M EC E 9 L'1 JUL 3 0 2024 Building Department Town of Southold Page 1 of 1 Building Envelope and Duct Tightness Report 2018 IECC as amended by the 2020 New York State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 5295 Bridge Lane,Cutchogue NY 11935 Test Date 5/15/2024 Building Permit#: 49065 D EC E � U 2 ` nce Pathway Performance Test Completed by: Christopher.Silvia RE Rater ID# 4150294 Home Energy.Solutions J U L 3 0 2024 NATE ID# 187 East Main Street ICC ID# Huntington,NY-11743 BPI# 631-673-0664 Building Department r Building Envelope Tightness Volume Calculation: Check if: Floor Area Volume ❑Conditioned Basement Basement ❑Conditioned Crawl Space 1st 1723 15811 [D Sealed Attic 2°d 1339 13949 *The conditioned floor area of dwelling is calculated in 3`d accordance with ANSI Z765,except that,conditioned floor Attic 7440 area includes areas where the ceiling height is less than 5 Total Volume 37200 CFM @50 pa 1093.1 Air Ichanges/hr@5 pa 1.76 Code Compliance: Pass Duct Tightness: Post Construction Test-Total Duct Leakage System-1: Duct Location .......................... Floor Area Leakage CFM @ 25pa CFM/100 ftz CFA Code Compliance: System-2: Duct Location .......................... Floor Area Leakage CFM @ 25pa CFM/100 ftZ CFA� Code Compliance: System-3: Duct Location Floor Area Leakage CFM @ 25pa CFM/100 ftZ CFA� Code Compliance: All,building envelope tightiness testing has been verified using instruments and procedures specified in ASTM E1827 as required by 2018 IECC as amended by the 2020 New York State Supplement,section 402.4.1.2.The building duct and plenum system has been verified as required by the 2018 IECC as arwnded by 2020 New York State Supplement,Section 4033.4. Signature: ' -� Date: 5/15/2024 Christopher Silvia,Home Energy Solutions A M P Arch i to ct u re Address:10200 Main Road,Unit 3A,Mattituck NY11952 Phone:(631)603-9092 Design + Build Town of Southold 1 Building Department '' SAY - 3 2024 54375 NY-25 Southold, NY 11971 r DIIJGDUO— 5295 Bridge Lane Cutchogue, NY 11935 Dear Southold Building Department, Enclosed please find updated plans that reflect the changes made to the dwelling during construction.The changes are as follows: First Floor: - Removed pantry closet adjacent to the dining room - Converted Bedroom 1's walk in closet to a walk in pantry accessible from the common area - Revised the closet and bathroom layout in bedroom 1 - Added a niched accent wall to bedroom 2 - Converted mudroom closet to built ins - Revised the door swing from the garage - Changed Window G adjacent to the garage door to be tempered - Moved the proposed structural post to align with the catwalk above Second Floor: - Converted proposed laundry room to a 5 piece bathroom accessible from bedroom 3 - Changed Window A adjacent to the Bedroom 3 tub to tempered - Converted bedroom 3's proposed walk in closet into a laundry room - Converted Bedroom 3's proposed bathroom into a walk in closet - Moved the attic hatch into bedroom 3's foyer - Revised the railing layout so the family room has a half wall Basement: - ERV and Water Heater removed - Revised Mechanical Room Layout Exterior: - Removed proposed gas line - Added a buried propane tank with buried line - Revised the pool and patio layout(under separate application) Page 1 of 2 AMP Architecture Add re-ss:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Budd - Showed proposed fencing around yard - Added an awning over front porch - Revised the siding Updated Pages Include G-001 A-101 A-102 A-103 A-104 A-201 A-202 A-301 A-402 S-102 P-101 Page 2 of 2 5295 Bridge Ln HVAC Load Calculations for AMP Archtiecture 5295 Bridge Ln Cutchogue NY 11935 IFV RHIVAC 1��+IDF'I�T'tAL H�'A� Lva�n►s Prepared By: Matthew Wynne Aberdeen Building Consulting PO Box 62 Brightwaters NY 11718 631-969-9860 Monday, February 20,2023 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 5295 Bridge Ln Bay Shore NY 11706 Page 2 Load Preview Report Has Net Rec ftz Sen Lat Net Sen Sys Sys Scope AED Ton Ton /Ton Area Gain Gain Gain Loss CFM CFM CFMI Building _ i 3.60 3.921 777 3,045_35259 7,952 43�2111 55,056 654 1,562 _ 1,562 System 11stFl Nol 2.25 2.35 696 1,637 21,157 5,810 26,967 32,051 388' 941 941 Ventilafon 494 896 1,390 2,041 30'_ 30s 30 Supply Duct latent 1,562 1,562 Return Duct 0 924 924 699 Zone 1 1= 1,6371 20,663 2,428 23,091 29,310 382 941 f 941 1-1st FI Bedroom 1 182 3,553 189 3,742 4,365 571:`__1621 162162 2-1 st FI Bathroom 1 146 817 171 988 2,550 33 37,E 37 3-1stFl Bedroom 1 Suite Hall/Closets 1 104 174 84 258 1,180 151y `8 8 4-1 st Fl Kitchen 168 1,700 84 1,784 2,100 27 77 77 5-1stFl Dining Room/Great Room 632 7,575 1,372 8,947 8,138 1061 `345 345 6-1 st FI Bedroom 2 143 1,269 169 1,438 2,826 37 j �58 58 7-1 st Fl Bathroom 2/Hall 108 540 71 611 1,232 16: 25 25 8-1stFl Mudroom 155 5,036 288 5,324 6,920 90,�2293229 System 22ndFl No 1.35 1.57 899 1,408 14,102 2,142 16244 23,005 273'f 620 620 Ventilalon 1 494 896 1,390 2,041 30 30 30 Zone 1 1,408 13,608 1246 14,854 20,964 273'_ 620 620 9-2nd FI Bedroom 3 218 2,528 210 2,738 3,579 4711 115 115 10.2ndFl Bathroom 3/Closet/Foyer 174 1,059 192 1,251 2,599 341: 48 48 11-2nd FI Laundry Room/Hall/Closet 209 1,425 124 1,549 2,309 3030 i 65 65 12-2nd FI Open-to-belowArem 502 5,536 371 5,9071 7,105 92, ~^252 252 13-2nd Fl Bedroom 4 1 197 2286 199 2,4851 3,401 44, 104E 104 14-2nd FI Bathroom 4 107 774 150 924 1,971 26 T 35- 35 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\5295 Bridge Ln.rh9 Monday, February 20, 2023, 11:01 AM Rhvac-Residential&Light Commercial.HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 5295 Bridge Ln Ba Shore,NY 11706 I .* - IPage 3- S stem 1 - 1st FI - Adequate Exposure Diversity Test Test For Adequate Exposure Diversity 40,000 30,000 s m C5 20,000 48.5% Diff.from Avg. (2,158 Btuh Excursion) i� m 10,000 0 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm / Average Glass 1.3 x Average / Hourly Glass Gain / Hourly Total Net Sensible Gain Glass Gain Gain Over 12 Hours AED Calculation Summarye --- SYSTEM DOES NOT HAVE ADEQUATE EXPOSURE DIVERSITY. --- System is on NE, SE, SW, NW rosette. Peak load exceeds 12-hour average load by 48.5%. AED Excursion (amount by which peak exceeds 1.3 x average): 2,158 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\5295 Bridge Ln.rh9 Monday, February 20, 2023, 11:01 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 5295 Bridge Ln Bay Shore NY 11706 ® Page 4 System 2 - 2nd FI - Adequate Exposure Diversity Test Test For Adequate Exposure Diversity 20,000 15,000 --�"� m 35.1% Diff.from Avg. (393 Btuh Excursion) 10,000 C 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 Summary- ------ SYSTEM DOES NOT HAVE ADEQUATE EXPOSURE DIVERSITY. --- System is on NE, SE, SW, NW rosette. Peak load exceeds 12-hour average load by 35.1%. AED Excursion (amount by which peak exceeds 1.3 x average):393 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\5295 Bridge Ln.rh9 Monday, February 20, 2023, 11:01 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.' Aberdeen Building Consulting 5295 Bridge Ln Bay Shores NY 11706 Page 5 Total Buildin Summary Loads Component Area. 'Senr Lat Sen Total I Description Quan Lass_ Gain, Gain Gain. A: Glazing-.28/.32, U-value 0.28, SHGC 0.32 26.2 456 0 773 773 106: Glazing-French door, .28/ .32, U-value 0.28, SHGC 78 1,354 0 1,877 1,877 0.32 BT: Glazing-.28/.32, U-value 0.32, SHGC 0.4 43.6 864 0 1,438 1,438 F: Glazing-.28/.32, U-value 0.32, SHGC 0.4 42.4 841 0 1,256 1,256 ET: Glazing-.28/.32, U-value 0.32, SHGC 0.4 117 2,322 0 4,252 4,252 105: Glazing-French door, .28/.32, U-value 0.32, SHGC 78 1,548 0 2,311 2,311 0.4 A: Glazing-.28/.32, U-value 0.32, SHGC 0.4 157.5 3,126 0 4,844 4,844 G: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 60 1,190 0 2,180 2,180 101 (glass): Glazing-French door, .28/.32, U-value 0.32, 24 476 0 872 872 SHGC 0.4 E: Glazing-.28/.32, U-value 0.32, SHGC 0.4 58.5 1,161 0 1,733 1,733 101: Door-R5 Door, U-value 0.2 24 298 0 125 125 104: Door-R5 Door, U-value 0.2 24 298 0 125 125 117: Door-R5 Door, U-value 0.2 21.3 265 0 111 111 12F1-Obw:Wall-Frame, R-21 open cell 1/2 lb. spray foam 2489.2 10,030 0 1,715 1,715 insulation in 2 x 6 stud cavity, no board insulation, brick finish,wood studs, U-value 0.065 R49: Roof/Ceiling-Under Attic with Insulation on Attic 1562.7 5,330 0 3,438 3,438 Floor(also use for Knee Walls and Partition Ceilings), Custom, R49, grade III, U-value 0.055 R30: Floor-Over enclosed crawl space, Custom, R30 1636.6 1,370 0 332 332 _grade 3, U-value 0.052 Subtotals for structure: 30,929 0 27,382 27,382 People: 5 1,000 1,150 2,150 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 6,952 2,486 1,715 4,201 Infiltration:Winter CFM: 192, Summer CFM: 90 13,093 2,674 1,473 4,147 Ventilation:Winter CFM:60, Summer CFM: 60 4,082 1,792 988 2,779 AED Excursion: 0 0 2,551 2,551 Total Building Load Totals: 55,056 7,952 35,259 43,211 Check Figures Total Building Supply CFM: 1,562 CFM Per Square ft.: 0.513 Square ft. of Room Area: 3,045 Square ft. Per Ton: 777 Volume (ft3): 28,130 Building Loads Total Heating Required Including Ventilation Air: 55,056 Btuh 55.056 MBH Total Sensible Gain: 35,259 Btuh 82 % Total Latent Gain: 7,952 Btuh 18 % Total Cooling Required Including Ventilation Air: 43,211 Btuh 3.60 Tons (Based On Sensible+ Latent) 3.92 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\5295 Bridge Ln.rh9 Monday, February 20, 2023, 11:01 AM Rhvac-Residential&Light Commerciat HVAC Loads, Elite Software Development,Inc. Aberdeen Building Consulting ® 5295 Bridge Ln Bay Shore,NY.'11706 Pa e 6 Building Bar Graph 15,000 10,000 Building Loss 55,056 Btu 5,000 `�`' 0 Floor 2% Wall 18% Door 2% Infiltration 24% Roof 10% Glass 24% Ductwork 13% Ventilation 7% 25,000 20,000 15,000 Building Gain 43,211 10,000 Btuh 5,000 0 Floor 1% Wall 4% Door 1% Ductwork 10% Ventilation 6% Roof 8% Glass 50% People 5% Infiltration 10% AED Excursion 6% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\5295 Bridge Ln.rh9 Monday, February 20, 2023, 11:01 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting ® 5295 Bridge.Ln Bay Shore,NY 11706 Page 7 S stem 1 1st F1 Summar Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain . Gain A: Glazing-.28/.32, U-value 0.28, SHGC 0.32 26.2 456 0 773 773 106:Glazing-French door, .28/ .32, U-value 0.28, SHGC 78 1,354 0 1,877 1,877 0.32 BT: Glazing-.28/.32, U-value 0.32, SHGC 0.4 21.8 432 0 719 719 F: Glazing-.28/.32, U-value 0.32, SHGC 0.4 42.4 841 0 1,256 1,256 ET: Glazing-.28/.32, U-value 0.32, SHGC 0.4 58.5 1,161 0 2,126 2,126 105:Glazing-French door, .28/.32, U-value 0.32, SHGC 78 1,548 0 2,311 2,311 0.4 A: Glazing-.28/.32, U-value 0.32, SHGC 0.4 26.2 521 0 778 778 G: Glazing-.28/.32, U-value 0.32, SHGC 0.4 60 1,190 0 2,180 2,180 101 (glass): Glazing-French door, .28/.32, U-value 0.32, 24 476 0 872 872 SHGC 0.4 101: Door-R5 Door, U-value 0.2 24 298 0 125 125 104: Door-135 Door, U-value 0.2 24 298 0 125 125 117: Door-135 Door, U-value 0.2 21.3 265 0 111 111 12F1-Obw:Wall-Frame, R-21 open cell 1/2lb. spray foam 1348.5 5,434 0 929 929 insulation in 2 x 6 stud cavity, no board insulation, brick finish,wood studs, U-value 0.065 R49: Roof/Ceiling-Under Attic with Insulation on Attic 154.5 527 0 340 340 Floor(also use for Knee Walls and Partition Ceilings), Custom, R49, grade III, U-value 0.055 R30: Floor-Over enclosed crawl space, Custom, R30 1636.6 1,370 0 332 332 grade 3, U-value 0.052 Subtotals for structure: 16,171 0 14,854 14,854 People: 5 1,000 1,150 2,150 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 6,952 2,486 1,715 4,201 Infiltration: Winter CFM: 101, Summer CFM: 48 6,887 1,428 786 2,214 Ventilation: Winter CFM:30, Summer CFM: 30 2,041 896 494 1,390 AED Excursion: 0 0 2,158 2,158 System 1 1 st FI Load Totals: 32,051 5,810 21,157 26,967 Check Figures Supply CFM: 941 CFM Per Square ft.: 0.575 Square ft. of Room Area: 1,637 Square ft. Per Ton: 696 Volume (W): 14,730 System Loads Total Heating Required Including Ventilation Air: 32,051 Btuh 32.051 MBH Total Sensible Gain: 21,157 Btuh 78 % Total Latent Gain: 5,810 Btuh 22 % Total Cooling Required Including Ventilation Air: 26,967 Btuh 2.25 Tons (Based On Sensible+ Latent) 2.35 Tons (Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\5295 Bridge Ln.rh9 Monday, February 20, 2023, 11:01 AM Rhvac-Residential&Light Commercial,HVAC Loads Elite Software Development;Inc. Aberdeen Building.Consulting 5295 Bridge Ln Bay Shore,,NY 1.1706 Page 8 $ stem 2 2nd FI Summary Loads Component Area Sen, `.Lat Sen Total 'Description . '.,Quar)' Loss' Gain ' - -Gain Gain A: Glazing-.28/.32, U-value 6.32, SHGC 0.4 131.2 2,605 0 4,066 4,066 BT: Glazing-.28/.32, U-value 0.32, SHGC 0.4 21.8 432 0 719 719 ET: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 58.5 1,161 0 2,126 2,126 E: Glazing-.28/.32, U-value 0.32, SHGC 0.4 58.5 1,161 0 1,733 1,733 12F1-Obw: Wall-Frame, R-21 open cell 1/2 lb. spray foam 1140.6 4,596 0 786 786 insulation in 2 x 6 stud cavity, no board insulation, brick finish, wood studs, U-value 0.065 R49: Roof/Ceiling-Under Attic with Insulation on Attic 1408.2 4,803 0 3,098 3,098 Floor(also use for Knee Walls and Partition Ceilings), Custom, R49, grade III, U-value 0.055 Subtotals for structure: 14,758 0 12,528 12,528 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration:Winter CFM: 91, Summer CFM:42 6,206 1,246 687 1,933 Ventilation:Winter CFM:30, Summer CFM: 30 2,041 896 494 1,390 AED Excursion: 0 0 393 393 System 2 2nd FI Load Totals: 23,005 2,142 14,102 16,244 Check Figures Supply CFM: 620 CFM Per Square ft.: 0.440 Square ft. of Room Area: 1,408 Square ft. Per Ton: 899 Volume (ft3): 13,400 S stern Loads Total Heating Required Including Ventilation Air: 23,005 Btuh 23.005 MBH Total Sensible Gain: 14,102 Btuh 87 % Total Latent Gain: 2,142 Btuh 13 % Total Cooling Required Including Ventilation Air: 16,244 Btuh 1.35 Tons (Based On Sensible + Latent) 1.57 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\5295 Bridge Ln.rh9 Monday, February 20, 2023, 11:01 AM Rhvac-Residential&Light Commercial HVAC Loads ® Elite Software Development,Inc. Aberdeen Building Consulting 5295 Bridge Ln Bay Shore,NY 11706 Page 9 S stem 1 1st FI Bar Graph 8,000 6,000 System 1 1st FI 4,000 Loss 32,051 Btuh 2,000 0 Floor 4% Wall 17% Door 3% Infiltration 21% Roof 2% Glass 25% Ductwork 22% Ventilation 6% 15,000 10,000 System 1 1st FI Gain 26,967 Btuh 5,000 0 Floor 1% Wall3% Door 1% Ductwork 16% Ventilation 5% Roof 1% Glass 48% People 8% Infiltration 8% AED Excursion 8% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\5295 Bridge Ln.rh9 Monday, February 20, 2023, 11:01 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 5295 Bridge Ln Bay Shore NY 11706 Page 10 System 2 2nd FI Bar Graph 8,000 6,000 System , 2 2nd 4,000 FI Loss 23,005 Btuh 2,000 0 Roof 21% Glass 23% Ventilation 9% Wall 20% Infiltration 27% 10,000 8,000 System 6,000 2 2nd FI Gain 4,000 16,244 Btuh 2,000 ,.; w ri 9 0 Roof 19% Glass 53% Ventilation 9% Wall 5% Infiltration 12% AED Excursion 2% CAUsers\rustr\Documents\Elite Software\Rhvac 9 Projects\5295 Bridge Ln.rh9 Monday, February 20, 2023, 11:01 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 5295 Bridge Lri Bay Shore,NY 11706 In Page 11 Equipment Data - S stem 1 - 1st FI Cooling System Type: Standard Air Conditioner Outdoor Model: RHEEM 4-Ton Outdoor Manufacturer: RHEEM Nominal Capacity: 48,000 Adjusted Capacity: 48000 Adjusted Sensible Capacity: 36000 Adjusted Latent Capacity: 12000 Efficiency: 15 SEER C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\5295 Bridge Ln.rh9 Monday, February 20, 2023, 11:01 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 6295 Bridge Ln Bay Shore NY 11706 10 Page 12 Equipment Data - System 2 - 2nd FI Cooling System Type: Standard Air Conditioner Outdoor Model: RHEEM 4-ton Outdoor Manufacturer: RHEEM Indoor Manufacturer: RHEEM Nominal Capacity: 48,000 Adjusted Capacity: 48000 Adjusted Sensible Capacity: 36000 Adjusted Latent Capacity: 12000 Efficiency: 15 SEER C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\5295 Bridge Ln.rh9 Monday, February 20, 2023, 11:01 AM Rhvad-Residential&Light Commercial HVAC Loads' Elite Software Development,Inc. Aberdeen;Building Consulting. ® 5295 Bridge Ln 'Bay Shore,NY 11706 Page 13 Manual S Performance Data - System 1 - 1st FI Loads and'Desi'n Conditions Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 21.157 Outdoor Wet Bulb: 71 Latent Gain: 5.810 Indoor Dry Bulb: 68 Total Gain: 26.967 Indoor RH: 50 Load SHR: 0.78 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 32.051 Indoor Dry Bulb: 72 Entering Dry Bulb: 65.6 Indoor RH: 30 Supply Airflow: 382 E'ui ment Performance Data at S stem'Desi'n Conditions,''. Cooling: Model Type: Standard Air Conditioner, Model: RHEEM 4-Ton Nominal Capacity:48.000, Manufacturer: RHEEM Interpolation Results: Percent Load of Load Sensible Capacity: 36.000 21.157 170% Latent Capacity: 12.000 5.810 207% Total Capacity: 48.000 26.967 178% Heating: Model Type: Natural Gas Boiler, Model: , Nominal Capacity:48.000, Manufacturer: LENNOX Results: Percent Load of Load Heating Capacity: 48.000 32.051 150% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\5295 Bridge Ln.rh9 Monday, February 20, 2023, 11:01 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 5295 Bridge Ln" Bay Shore NY 11706 In Page 14 Manual S Performance Data - System 2 - 2nd FI Loads and Design Conditions Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 14.102 Outdoor Wet Bulb: 71 Latent Gain: 2.142 Indoor Dry Bulb: 68 Total Gain: 16.244 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: 23.005 Indoor Dry Bulb: 72 Entering Dry Bulb: 65.2 Indoor RH: 30 Supply Airflow: 273 Equipment Performance'Data at System Design Conditions Cooling: Model Type: Standard Air Conditioner, Model: RHEEM 4-ton Nominal Capacity:48.000, Manufacturer: RHEEM Interpolation Results: Percent Load of Load Sensible Capacity: 36.000 14.102 255% Latent Capacity: 12.000 2.142 560% Total Capacity: 48.000 16.244 295% Heating: Model Type: Natural Gas Boiler, Model: , Nominal Capacity:48.000, Manufacturer: LENNOX Results: Percent Load of Load Heating Capacity: 48.000 23.005 209% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\5295 Bridge Ln.rh9 Monday, February 20, 2023, 11:01 AM Rhvac-Residential,&Light Commercial HVAC Loads Elite Software Development;Inc. Aberdeen Building Consulting . 5295 Bridge,Ln Ba Shore„NY 11706 Page 15 S stem 1 - Hourly Room Net Gain System 1 Hourly Room Net Gain 10,000 ........ ........ . ... . ... .................. . . ....... . ... ......... . . . .... . .. . .... .... ... ...... ... 9,000 . .. ....... . . . .. . ......... . ...... ..... ...... ... ... .... ...... . . ....... .. ........ . ......... 8,000 .... ..... .. .... ........ . ........... ... ..... ... . ........... .. . . .... ... .... . . .. . .... ... .. + a 7,000 ..... . . . .. ... ...... . . .... . ........... ........... . ...... 6,000......... ............ . . . .... ....... ........... .. .. ..... ........ ....... . .. .. .... ... ...... .. 0 r p m SF5,000.......... ..... ..I... . . . ...... ........I ... ....... ............ . .. ...I.... ... 4,000 . ....... . . .... .. .... . .. .. ... . .......... ...... . ..... -�., 1,000 ...La .... ....... . .......... . .... ... ... .. ... ...... . . . ... 0- Barn 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm Time of Day 1st Fl Bedroom 1 (71%) 1st Fl Bathroom 1 (400/4 1 st Fl Bedroom 1 Suite Hall/ Closets(0%) - '— 1st Fl Kitchen(70%) - - 1 st Fl Dining Room/ Great Room(50%) —� 1 st Fl Bedroom 2(54%) -- — 1 st Fl Bathroom 2/ Hall(53%) 1 st Fl Mud room(571%) 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\5295 Bridge Ln.rh9 Monday, February 20, 2023, 11:01 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 5295 Bridge Ln Bay Shore,NY 11706 91 Page 16 S stem 2 - Hourly Room Net Gain System 2 Hourly Room Net Gain 7,000 ....... .... ........ .. .................. ......... . ...... . .......... ............ ............. .. . ... 6,000 ...... ....... .... .. ... .............I. ....... . . .... ............ . . 5,000 ..... ......... .... . .... ....... ..... . . ..... .. . . . ...... .... .....:.. ... ......... . ............ 4,000 ........................ ............ . ........ . .. ...... ..................... ..................... t m c (7 1u Z3,000...... . ......... .... .. ... ............... ........ . ....... . ... .......... ........ ............. 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 ^3— 2nd R Bedroom 3(63/4 2nd R Bathroom 3/ Closet/ Foyer(320/4 2nd R Laundry Room/ Hall/ Closet(500/4 —0 2nd R Open-to-below Areas(650/� —^�— 2nd R Bedroom 4(63/4 --*-- 2nd R Bathroom 4(35% 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\5295 Bridge Ln.rh9 Monday, February 20, 2023, 11:01 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 5295 Bridge Ln Ba ,Shore,'NY 11706 ® Page 17 [System 1, Zone 1 Summary Loads (Average Load Procedure for Rooms) Component Area Sen Lat Sen Total 'Descri lion Quan Loss Gain Gain Gain A: Glazing-.28/.32, U-value 0.28, SHGC 0.32 26.2 456 0 773 773 106: Glazing-French door, .28/ .32, U-value 0.28, SHGC 78 1,354 0 1,877 1,877 0.32 BT: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 21.8 432 0 719 719 F: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 42.4 841 0 1,256 1,256 ET: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 58.5 1,161 0 2,126 2,126 105: Glazing-French door, .28/ .32, U-value 0.32, SHGC 78 1,548 0 2,311 2,311 0.4 A: Glazing-.28/.32, U-value 0.32, SHGC 0.4 26.2 521 0 778 778 G:Glazing-.28/.32, U-value 0.32, SHGC 0.4 60 1,190 0 2,180 2,180 101 (glass): Glazing-French door, .28/.32, U-value 0.32, 24 476 0 872 872 SHGC 0.4 101: Door-R5 Door, U-value 0.2 24 298 0 125 125 104: Door-135 Door, U-value 0.2 24 298 0 125 125 117: Door-135 Door, U-value 0.2 21.3 265 0 111 111 12F1-Obw: Wall-Frame, R-21 open cell 1/2lb. spray foam 1348.5 5,434 0 929 929 insulation in 2 x 6 stud cavity, no board insulation, brick finish, wood studs, U-value 0.065 R49: Roof/Ceiling-Under Attic with Insulation on Attic 154.5 527 0 340 340 Floor(also use for Knee Walls and Partition Ceilings), Custom, R49, grade III, U-value 0.055 R30: Floor-Over enclosed crawl space, Custom, R30 1636.6 1,370 0 332 332 grade 3, U-value 0.052 Subtotals for structure: 16,171 0 14,854 14,854 People: 5 1,000 1,150 2,150 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 6,252 0 1,715 1,715 Infiltration:Winter CFM: 101, Summer CFM: 48 6,887 1,428 786 2,214 System 1, Zone 1 Load Totals: 29,310 2,428 20,663 23,091 Check Figures - R Supply CFM: 941 CFM Per Square ft.: 0.575 Square ft. of Room Area: 1,637 Square ft. Per Ton: 832 Volume (ft3): 14,730 Zone Loads Total Heating Required: 29,310 Btuh 29.310 MBH Total Sensible Gain: 20,663 Btuh 89 % Total Latent Gain: 2,428 Btuh 11 % Total Cooling Required: 23,091 Btuh 1.92 Tons (Based On Sensible + Latent) 1.97 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\5295 Bridge Ln.rh9 Monday, February 20, 2023, 11:01 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Softare Development,Inc. Aberdeen Building Consulting 5295 Bridge Ln Bay Shore,NY 11706 Page 18 System 2, Zone 1 Summary Loads (Average Load Procedure for Rooms) Component .Area Sen. Lat Sen Total Description Quan Loss Gain Gain- Gain A: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 131.2 2,605 0 4,066 4,066 BT: Glazing-.28/.32, U-value 0.32, SHGC 0.4 21.8 432 0 719 719 ET: Glazing-.28/.32, U-value 0.32, SHGC 0.4 58.5 1,161 0 2,126 2,126 E: Glazing-.28/.32, U-value 0.32, SHGC 0.4 58.5 1,161 0 1,733 1,733 12F1-Obw: Wall-Frame, R-21 open cell 1/2 lb. spray foam 1140.6 4,596 0 786 786 insulation in 2 x 6 stud cavity, no board insulation, brick finish,wood studs, U-value 0.065 R49: Roof/Ceiling-Under Attic with Insulation on Attic 1408.2 4,803 0 3,098 3,098 Floor(also use for Knee Walls and Partition Ceilings), Custom, R49, grade III, U-value 0.055 Subtotals for structure: 14,758 0 12,528 12,528 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration:Winter CFM:91, Summer CFM:42 6,206 1,246 687 1,933 System 2,Zone 1 Load Totals: 20,964 1,246 13,608 14,854 Check Figures Supply CFM: 620 CFM Per Square ft.: 0.440 Square ft. of Room Area: 1,408 Square ft. Per Ton: 1,034 Volume (ft3): 13,400 Zone Loads Total Heating Required: 20,964 Btuh 20.964 MBH Total Sensible Gain: 13,608 Btuh 92 % Total Latent Gain: 1,246 Btuh 8 % Total Cooling Required: 14,854 Btuh 1.24 Tons (Based On Sensible+ Latent) 1.36 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\5295 Bridge Ln.rh9 Monday, February 20, 2023, 11:01 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 5295 Bridge Ln Bay Shore,NY 11706 ® Page 19 System 1, Zone 1 Bar Graph 8,000 6,000 System 1 , Zone 4,000 1 Loss 29,310 Btuh 2,000 0 Floor 5% Wall 19% Door 3% Infiltration 23% Roof 2% Glass 27% Ductwork 21% 15,000 10,000 System 1 , Zone 1 Gain 23,091 5,000 Btuh K 4 0 Floor 1°% Wall 4% Door 2% Ductwork 7% AED Excursion 9% Roof 1% Glass 56% People 9% Infiltration 10% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\5295 Bridge Ln.rh9 Monday, February 20, 2023, 11:01 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting ' ® 5295 Bridge Ln Bay Shore,NY 11706 Page 20 System 2, Zone 1 Bar Graph 8,000 6,000 System 2, Zone k 1 4,000 Loss 20,964 Btuh 2,000 5 0 Roof 23% Wall 22% Glass 26% Infiltration 30% 10,000 8,000 System 6,000 2, Zone 1 Gain 4,000 14,854 Btuh 2,000 0 Roof 21% Glass 58% AED Excursion 3% Wall 5% Infiltration 13% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\5295 Bridge Ln.rh9 Monday, February 20, 2023, 11:01 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 5295 Bridge Ln BayInShore,NY 11706 Page 21 Detailed Room Loads - Room 1 - 1st FI Bedroom 1 (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 14.0 ft. System Number: 1 Room Width: 13.0 ft. Zone Number: 1 Area: 182.0 sq.ft. Supply Air: 162 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 5.9 AC/hr Volume: 1,638 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 4 CFM Runout Air: 81 CFM Percent of Supply.: 3 % Runout Duct Size: 5 in. Actual Summer Vent.: 5 CFM Runout Air Velocity: 594 ft./min. Percent of Supply: 3 % Runout Air Velocity: 594 ft./min. Actual Winter Infil.: 13 CFM Actual Loss: 0.293 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 SW-Wall-1 2F1-Obw 13 X 9 90.8 0.065 4.0 366 0.7 0 63 NW-Wall-1 2F1-Obw 14 X 9 48 0.065 4.0 193 0.7 0 33 SW-GIs-A shgc-0.32 0%S 26.2 0.280 17.4 456 29.4 0 773 NW-GIs-106 shgc-0.32 0%S 78 0.280 17.4 1,354 24.1 0 1,877 Floor-R30 13 X 14 182 0.052 0.8 152 0.2 0 37 Subtotals for Structure: 2,521 0 2,783 Infil.: Win.: 13.4, Sum.:6.3 243 3.757 913 0.428 189 104 Ductwork: 931 295 AED Excursion: 371 Room Totals: 4,365 189 3,553 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\5295 Bridge Ln.rh9 Monday, February 20, 2023, 11:01 AM Rhvac-Residential&tight Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 5295 Bridge Ln Bay Shore,NY 11706 Pa'e 22 Detailed Room Loads - Room 2 - 1st F1 Bathroom 1 (Average Load Procedure) General, _ Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 14.0 ft. System Number: 1 Room Width: 10.4 ft. Zone Number: 1 Area: 145.8 sq.ft. Supply Air: 37 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 1.7 AC/hr Volume: 1,313 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 3 CFM Runout Air: 37 CFM Percent of Supply.: 7 % Runout Duct Size: 4 in. Actual Summer Vent.: 1 CFM Runout Air Velocity: 427 ft./min. Percent of Supply: 3 % Runout Air Velocity: 427 ft./min. Actual Winter Infil.: 12 CFM Actual Loss: 0.209 in.wg./100 ft. Actual Summer Infil.: 6 CFM Item. Area ' -U Htg Seri~- Clgr . Lat Sen" 'Description 'Quantit Value;,. HTM = Loss HTM~° . .Gain Gain SW-Wall-1 2F1-Obw 10.4 X 9 82.9 0.065 4.0 334 0.7 0 57 SE-Wall-1 2F1-Obw 14 X 9 126 0.065 4.0 508 0.7 0 87 SW-GIs-BT shgc-0.4 0%S 10.9 0.320 19.8 216 36.4 0 396 Floor-R30 10.4 X 14 145.8 0.052 0.8 122 0.2 0 30 Subtotals for Structure: 1,180 0 570 Infil.: Win.: 12.1, Sum.: 5.7 220 3.759 826 0.428 171 94 Ductwork: 544 68 AED Excursion: 85 Room Totals: 2,550 171 817 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\5295 Bridge Ln.rh9 Monday, February 20, 2023, 11:01 AM Rhvac-Residential&Light Commercial HVAC Loads - Elite Software Development,Inca Aberdeen Building Consulting 5295 Bridge Ln Bay Shore NY 11706 Page 23 Detailed Room Loads - Room 3 - 1 st FI Bedroom 1 Suite Hall/Closets (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 12.0 ft. System Number: 1 Room Width: 8.7 ft. Zone Number: 1 Area: 104.0 sq.ft. Supply Air: 8 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 0.5 AC/hr Volume: 936 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 1 CFM Runout Air: 8 CFM Percent of Supply.: 15 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 91 ft./min. Percent of Supply: 3 % Runout Air Velocity: 91 ft./min. Actual Winter Infil.: 6 CFM Actual Loss: 0.010 in.wg./100 ft. Actual Summer Infil.: 3 CFM item. Area -U °` Htg,; Sen. Cig Lat _ Sen Descri°tiori Quantity Value HTM ' Loss• HTM Gain `Gain, SE-Wall-1 2F1-Obw 12 X 9 108 0.065 4.0 435 0.7 0 74 Floor-1330 8.7 X 12 104 0.052 0.8 87 0.2 0 21 Subtotals for Structure: 522 0 95 Infil.:Win.: 6.0, Sum.:2.8 108 3.759 406 0.426 84 46 Ductwork: 252 14 AED Excursion: 18 Room Totals: 1,180 84 174 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\5295 Bridge Ln.rh9 Monday, February 20, 2023, 11:01 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development;Inc. Aberdeen Building Consulting 5295 Bridge Ln Bay Shore NY 11706 Page 24 Detailed Room Loads - Room 4 - 1st F1 Kitchen (Average Load Procedure General - Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 12.0 ft. System Number: 1 Room Width: 14.0 ft. Zone Number: 1 Area: 168.0 sq.ft. Supply Air: 77 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.1 AC/hr Volume: 1,512 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 2 CFM Runout Air: 77 CFM Percent of Supply.: 3 % Runout Duct Size: 5 in. Actual Summer Vent.: 2 CFM Runout Air Velocity: 568 ft./min. Percent of Supply: 3 % Runout Air Velocity: 568 ft./min. Actual Winter Infil.: 6 CFM Actual Loss: 0.269 in.wg./l00 ft. Actual Summer Infil.: 3 CFM Item Area -U- Htg Sen CI g Lat Sen, Description, Quantity Value -HTM Loss HTM Gain Gain NW-Wall-12171-Obw 12 X 9 65.6 0.065 4.0 264 0.7 0 45 NW-GIs-F shgc-0.4 0%S 42.4 0.320 19.8 841 29.6 0 1,256 Floor-R30 14 X 12 168 0.052 0.8 141 0.2 0 34 Subtotals for Structure: 1,246 0 1,335 Infil.: Win.: 6.0, Sum.: 2.8 108 3.759 406 0.426 84 46 Ductwork: 448 141 AED Excursion: 178 Room Totals: 2,100 84 1,700 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\5295 Bridge Ln.rh9 Monday, February 20, 2023, 11:01 AM Rhvac-,Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 5295 Bridge Ln BayShore,NY 11706 Pa a 25 Detailed Room Loads - Room 5 - 1st FI Dining Room /Great Room (Average Load Procedure) r General ; Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 26.5 ft. System Number: 1 Room Width: 23.8 ft. Zone Number: 1 Area: 631.6 sq.ft. Supply Air: 345 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.6 AC/hr Volume: 5,684 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 4 Actual Winter Vent.: 8 CFM Runout Air: 86 CFM Percent of Supply.: 2 % Runout Duct Size: 5 in. Actual Summer Vent.: 11 CFM Runout Air Velocity: 633 ft./min. Percent of Supply: 3 % Runout Air Velocity: 633 ft./min. Actual Winter Infil.: 26 CFM Actual Loss: 0.333 in.wg./100 ft. Actual Summer Infil.: 12 CFM Item . , Area -U'- f Itg Sen- Clg., Lat. 'Sen Description Quantity Value HTM, Loss, HTM Gain Gain SE-Wall-1 2F1-Obw 26.5 X 9 180 0.065 4.0 725 0.7 0 124 NW-Wall-12F1-Obw 26.5 X 9 160.5 0.065 4.0 647 0.7 0 111 SE-GIs-ET shgc-0.4 0%S 58.5 0.320 19.8 1,161 36.3 0 2,126 NW-GIs-105 shgc-0.4 0%S 78 0.320 19.8 1,548 29.6 0 2,311 Floor-R30 23.8 X 26.5 631.6 0.052 0.8 529 0.2 0 128 Subtotals for Structure: 4,610 0 4,800 Infil.:Win.: 26.3, Sum.: 12.4 477 3.757 1,792 0.430 372 205 Ductwork: 1,736 629 AED Excursion: 791 People: 200 lat/per, 230 sen/per: 5 1,000 1,150 Room Totals: 8,138 1,372 7,575 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\5295 Bridge Ln.rh9 Monday, February 20, 2023, 11:01 AM Rhvac Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 5295 Bridge Ln Bay Shore,NY 11706 5 Page 26 Detailed Room Loads - Room 6 - 1st F1 Bedroom 2 (Average Load Procedumoll General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 10.7 ft. System Number: 1 Room Width: 13.4 ft. Zone Number: 1 Area: 143.1 sq.ft. Supply Air: 58 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.7 AC/hr Volume: 1,288 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 3 CFM Runout Air: 58 CFM Percent of Supply.: 5 % Runout Duct Size: 4 in. Actual Summer Vent.: 2 CFM Runout Air Velocity: 663 ft./min. Percent of Supply: 3 % Runout Air Velocity: 663 ft./min. Actual Winter Infil.: 12 CFM Actual Loss: 0.499 in.wg./100 ft. Actual Summer Infil.: 6 CFM Item Area U-, Htg Sen CIO Lat Sen Description Quantity Value HTM Loss HTM Gain Gain NE-Wall-1 2F1-Obw 13.4 X 9 94.5 0.065 4.0 381 0.7 0 65 SE-Wall-1 2F1-Obw 10.7 X 9 96 0.065 4.0 387 0.7 0 66 NE-GIs-A shgc-0.4 0%S 26.2 0.320 19.8 521 29.6 0 778 Floor-R30 13.4 X 10.7 143.1 0.052 0.8 120 0.2 0 29 Subtotals for Structure: 1,409 0 938 Infil.:Win.: 12.0, Sum.: 5.7 217 3.755 814 0.429 169 93 Ductwork: 603 105 AED Excursion: 133 Room Totals: 2,826 169 1,269 C:\UsersVustr\Documents\Elite Software\Rhvac 9 Projects\5295 Bridge Ln.rh9 Monday, February 20, 2023, 11:01 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 5295 Bridge Ln Bay ®Shore,NY 11706 Page 27 Detailed Room Loads - Room 7 - 1 st FI Bathroom 2/Hall (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 10.7 ft. System Number: 1 Room Width: 10.1 ft. Zone Number: 1 Area: 107.6 sq.ft. Supply Air: 25 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 1.5 AC/hr Volume: 968 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 1 CFM Runout Air: 25 CFM Percent of Supply.: 5 % Runout Duct Size: 4 in. Actual Summer Vent.: 1 CFM Runout Air Velocity: 282 ft./min. Percent of Supply: 3 % Runout Air Velocity: 282 ft./min. Actual Winter Infil.: 5 CFM Actual Loss: 0.093 in.wg./100 ft. Actual Summer Infil.: 2 CFM Item Area ' -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain NE-Wall-1 2F1-Obw 10.1 X 9 79.9 0.065 4.0 322 0.7 0 55 NE-GIs-BT shgc-0.4 0%S 10.9 0.320 19.8 216 29.7 0 323 Floor-R30 10.1 X 10.7 107.6 0.052 0.8 90 0.2 0 22 Subtotals for Structure: 628 0 400 Infil.: Win.: 5.0, Sum.:2.4 91 3.758 341 0.430 71 39 Ductwork: 263 45 AED Excursion: 56 Room Totals: 1,232 71 540 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\5295 Bridge Ln.rh9 Monday, February 20, 2023, 11:01 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 5295 Bridge Ln Bay Shore,NY 11706 Page 28 Detailed Room Loads - Room 8 - 1st FI Mudroom (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 9.9 ft. System Number: 1 Room Width: 15.6 ft. Zone Number: 1 Area: 154.5 sq.ft. Supply Air: 229 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 9.9 AC/hr Volume: 1,391 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 7 CFM Runout Air: 76 CFM Percent of Supply.: 3 % Runout Duct Size: 5 in. Actual Summer Vent.: 7 CFM Runout Air Velocity: 561 ft./min. Percent of Supply: 3 % Runout Air Velocity: 561 ft./min. Actual Winter Infil.: 20 CFM Actual Loss: 0.262 in.wg./100 ft. Actual Summer Infil.: 10 CFM Item Area . -U Htg Sen Clg Lat Sen Description Quantity Value HT,M Loss HTM Gain Gain SW-Wall-12F1-Obw 15.6 X 9 32.2 0.065 4.0 130 0.7 0 22 NE-Wall-12F1-Obw 15.6 X 9 116.2 0.065 4.0 468 0.7 0 80 NW-Wall-12F1-Obw 9.9 X 9 67.9 0.065 4.0 274 0.7 0 47 NE-Door-101 3 X 8 24 0.200 12.4 298 5.2 0 125 SW-Door-104 3 X 8 24 0.200 12.4 298 5.2 0 125 NW-Door-117 2.7 X 8 21.3 0.200 12.4 265 5.2 0 111 SW-GIs-G shgc-0.4 O%S (2) 60 0.320 19.8 1,190 36.3 0 2,180 SW-GIs-101 (glass)shgc-0.4 O%S 24 0.320 19.8 476 36.3 0 872 UP-Ceil-R49 9.9 X 15.6 154.5 0.055 3.4 527 2.2 0 340 Floor-R30 15.6 X 9.9 154.5 0.052 0.8 129 0.2 0 31 Subtotals for Structure: 4,055 0 3,933 Infil.:Win.:20.4, Sum.:9.6 370 3.757 1,389 0.430 288 159 Ductwork: 1,476 418 AED Excursion: 526 Room Totals: 6,920 288 5,036 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\5295 Bridge Ln.rh9 Monday, February 20, 2023, 11:01 AM Rhvac-Residential&Light Commercial HVAC Loads -Elite Software Development,Inc. Aberdeen Building Consulting 5295 Bridge Ln Bay Shore NY 11706 Page 29 Detailed Room Loads - Room 9 - 2nd FI Bedroom 3 (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 16.8 ft. System Number: 2 Room Width: 13.0 ft. Zone Number: 1 Area: 217.8 sq.ft. Supply Air: 115 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 4.0 AC/hr Volume: 1,742 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 5 CFM Runout Air: 58 CFM Percent of Supply.: 4 % Runout Duct Size: 4 in. Actual Summer Vent.: 6 CFM Runout Air Velocity: 660 ft./min. Percent of Supply: 5 % Runout Air Velocity: 660 ft./min. Actual Winter Infil.: 15 CFM Actual Loss: 0.495 in.wg./100 ft. Actual Summer Infil.: 7 CFM Item Area _U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain SW-Wall-1 2F1-Obw 13 X 8 77.8 0.065 4.0 313 0.7 0 54 NW-Wall-121`1-Obw 16.8 X 8 107.8 0.065 4.0 434 0.7 0 74 SW-GIs-A shgc-0.4 0%S 26.2 0.320 19.8 521 36.3 0 954 NW-GIs-A shgc-0.4 0%S 26.2 0.320 19.8 521 29.6 0 778 UP-Ceil-R49 16.8 X 13 217.8 0.055 3.4 743 2.2 0 479 Subtotals for Structure: 2,532 0 2,339 Infil.: Win.: 15.4, Sum.: 7.0 238 4.399 1,047 0.487 210 116 AED Excursion: 73 Room Totals: 3,579 210 2,528 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\5295 Bridge Ln.rh9 Monday, February 20, 2023, 11:01 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting ® 5295 Bridge Ln Bay Shore,NY 11706 Page 30 Detailed Room Loads - Room 10 - 2nd FI Bathroom 3/Closet/Foyer (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 16.8 ft. System Number: 2 Room Width: 10.4 ft. Zone Number: 1 Area: 174.5 sq.ft. Supply Air: 48 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 2.1 AC/hr Volume: 1,396 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 4 CFM Runout Air: 48 CFM Percent of Supply.: 8 % Runout Duct Size: 4 in. Actual Summer Vent.: 2 CFM Runout Air Velocity: 553 ft./min. Percent of Supply: 5 % Runout Air Velocity: 553 ft./min. Actual Winter Infil.: 14 CFM Actual Loss: 0.349 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 SW-Wall-121`1-Obw 10.4 X 8 72.4 0.065 4.0 292 0.7 0 50 SE-Wall-1 2F1-Obw 16.8 X 8 134 0.065 4.0 540 0.7 0 92 SW-GIs-BT shgc-0.4 0%S 10.9 0.320 19.8 216 36.4 0 396 UP-Ceil-R49 16.8 X 10.4 174.5 0.055 3.4 595 2.2 0 384 Subtotals for Structure: 1,643 0 922 Infil.: Win.: 14.1, Sum.:6.4 217 4.399 956 0.488 192 106 AED Excursion: 31 Room Totals: 2,599 192 1,059 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\5295 Bridge Ln.rh9 Monday, February 20, 2023, 11:01 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 5295 Bridge Ln BaV Shore NY 11706 . ® Page 31 Detailed Room Loads - Room 11 - 2nd FI Laundry Room/Hall/Closet (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 8.8 ft. System Number: 2 Room Width: 23.9 ft. Zone Number: 1 Area: 209.3 sq.ft. Supply Air: 65 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 2.3 AC/hr Volume: 1,674 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 3 CFM Runout Air: 65 CFM Percent of Supply.: 5 % Runout Duct Size: 5 in. Actual Summer Vent.: 3 CFM Runout Air Velocity: 476 ft./min. Percent of Supply: 5 % Runout Air Velocity: 476 ft./min. Actual Winter Infil.: 9 CFM Actual Loss: 0.190 in.wg./100 ft. Actual Summer Infil.: 4 CFM Item Area -U Htg Sen Clg Lat Sen Description Quantity Value HT.M Loss HTM Gain Gain NW-Wall-1 2F1-Obw 8.8 X 8 43.8 0.065 4.0 176 0.7 0 30 SE-Wall-1 2F1-Obw 8.8 X 8 70 0.065 4.0 282 0.7 0 48 NW-GIs-A shgc-0.4 0%S 26.2 0.320 19.8 521 29.6 0 778 UP-Ceil-R49 8.8 X 23.9 209.3 0.055 3.4 714 2.2 0 460 Subtotals for Structure: 1,693 0 1,316 Infil.:Win.:9.1, Sum.:4.1 140 4.400 616 0.486 124 68 AED Excursion: 41 Room Totals: 2,309 124 1,425 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\5295 Bridge Ln.rh9 Monday, February 20, 2023, 11:01 AM Rhvac-Residential&.Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 5295 Bridge Ln Bay' Shore,NY 11706 In I Page 32 Detailed Room Loads - Room 12 - 2nd FI Open-to-below Areas (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 21.0 ft. System Number: 2 Room Width: 23.9 ft. Zone Number: 1 Area: 502.3 sq.ft. Supply Air: 252 CFM Ceiling Height: 12.3 ft. Supply Air Changes: 2.5 AC/hr Volume: 6,153 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 10 CFM Runout Air: 84 CFM Percent of Supply.: 4 % Runout Duct Size: 5 in. Actual Summer Vent.: 12 CFM Runout Air Velocity: 617 ft./min. Percent of Supply: 5 % Runout Air Velocity: 617 ft./min. Actual Winter Infil.: 27 CFM Actual Loss: 0.316 in.wg./l00 ft. Actual Summer Infil.: 12 CFM Item Area -U- Htg Sen Cig Lat Sen Description Quantity Value HTM Loss HTM Gain Gain SE-Wall-12171-Obw 21 X 10 151.5 0.065 4.0 611 0.7 0 104 NW-Wall-1 2F1-Obw 21 X 10 151.5 0.065 4.0 611 0.7 0 104 SE-GIs-ET shgc-0.4 0%S 58.5 0.320 19.8 1,161 36.3 0 2,126 NW-GIs-E shgc-0.4 0%S 58.5 0.320 19.8 1,161 29.6 0 1,733 UP-Ceil-R49 21 X 23.9 502.3 0.055 3.4 1,713 2.2 0 1,105 Subtotals for Structure: 5,257 0 5,172 Infil.: Win.: 27.2, Sum.: 12.4 420 4.400 1,848 0.486 371 204 AED Excursion: 160 Room Totals: 7,105 371 5,536 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\5295 Bridge Ln.rh9 Monday, February 20, 2023, 11:01 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 5295 Bridge Ln Bay Shore,NY 11706 In Page 33 Detailed Room Loads - Room 13 - 2nd FI Bedroom 4 (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 13.0 ft. System Number: 2 Room Width: 15.2 ft. Zone Number: 1 Area: 197.2 sq.ft. Supply Air: 104 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 4.0 AC/hr Volume: 1,577 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 5 CFM Runout Air: 104 CFM Percent of Supply.: 5 % Runout Duct Size: 6 in. Actual Summer Vent.: 5 CFM Runout Air Velocity: 531 ft./min. Percent of Supply: 5 % Runout Air Velocity: 531 ft./min. Actual Winter Infil.: 15 CFM Actual Loss: 0.182 in.wg./100 ft. Actual Summer Infil.: 7 CFM Item Area ' -U' Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain NW-Wall-1 2F1-Obw 13 X 8 77.8 0.065 4.0 313 0.7 0 54 N E-Wall-1 2F1-Obw 15.2 X 8 95.1 0.065 4.0 383 0.7 0 66 NW-GIs-A shgc-0.4 0%S 26.2 0.320 19.8 521 29.6 0 778 NE-GIs-A shgc-0.4 0%S 26.2 0.320 19.8 521 29.6 0 778 UP-Ceil-R49 13 X 15.2 197.2 0.055 3.4 672 2.2 0 434 Subtotals for Structure: 2,410 0 2,110 Infil.:Win.: 14.6, Sum.:6.7 225 4.398 991 0.488 199 110 AED Excursion: 66 Room Totals: 3,401 199 2,286 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\5295 Bridge Ln.rh9 Monday, February 20, 2023, 11:01 AM Rhvac-Residential&.Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 5295 Bridge Ln Bay Shore,NY 11706 91 1Page 34 Detailed Room Loads - Room 14 - 2nd FI Bathroom 4 (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 13.0 ft. System Number: 2 Room Width: 8.3 ft. Zone Number: 1 Area: 107.3 sq.ft. Supply Air: 35 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 2.5 AC/hr Volume: 858 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 3 CFM Runout Air: 35 CFM Percent of Supply.: 8 % Runout Duct Size: 4 in. Actual Summer Vent.: 2 CFM Runout Air Velocity: 404 ft./min. Percent of Supply: 5 % Runout Air Velocity: 404 ft./min. Actual Winter Infil.: 11 CFM Actual Loss: 0.188 in.wg./100 ft. Actual Summer Infil.: 5 CFM Item Area -U- Htg Sen Cig Lat Sen ,Description Quantity . Value HTM Loss _ HTM Gain Gain SE-Wall-1 2F1-Obw 13 X 8 104 0.065 4.0 419 0.7 0 72 N E-Wall-1 2F1-Obw 8.2 X 8 55.1 0.065 4.0 222 0.7 0 38 NE-GIs-BT shgc-0.4 0%S 10.9 0.320 19.8 216 29.7 0 323 UP-Ceil-R49 13 X 8.2 107.2 0.055 3.4 366 2.2 0 236 Subtotals for Structure: 1,223 0 669 Infil.:Win.: 11.0, Sum.: 5.0 170 4.400 748 0.488 150 83 AED Excursion: 22 Room Totals: 1,971 150 774 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\5295 Bridge Ln.rh9 Monday, February 20, 2023, 11:01 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 5295 Bridge Ln Bay Shore,NY 11706 In Page 35 Room Cooling and Heating Loads Bar Graphs 1st FI Bedroom 1 1st FI Bathroom 1 Cooling 1 st FI Bedroom 1 Suite Hall/Closets 1st FI Kitchen 1st FI Dining Room/Great Room 1 st FI Bedroom 2 1st FI Bathroom 2/Hall 1st A Mudroom Heating 2nd FI Bedroom 3 2nd FI Bathroom 3/Closet/Foyer 0 2,000 4,000 6,000 8,000 10,000 Btuh C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\5295 Bridge Ln.rh9 Monday, February 20, 2023, 11:01 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 5295 Bridge Ln Bay Shore NY 11706 . 10 , Page 36 Room Cooling and Heating Loads Bar Graphs 2nd FI Laundry Room/Hall/Closet Cooling 2nd FI Open-to-below Areas 2nd FI Bedroom 4 ® Heating 2nd FI Bathroom 4 0 2,000 4,000 6,000 8,000 Btuh C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\5295 Bridge Ln.rh9 Monday, February 20, 2023, 11:01 AM Rhvac-Residential&Light Commercial H.YAC Loads Elite Software Development,Inc. Aberdeen Building.Consulting 5295 Bridge Ln Bay Shore,NY 11706 Page 37 Room Coo4qg Loads Bar Graphs 1st FI Bedroom 1 1st FI Bathroom 1 1 Sensible 1 st FI Bedroom 1 Suite Hall/Closets 1st FI Kitchen 1st FI Dining Room/Great Room 1 st FI Bedroom 2 1st FI Bathroom 2/Hall 1 st FI Mudroom ® Latent 2nd FI Bedroom 3 2nd FI Bathroom 3/Closet/Foyer 0 2,000 4,000 6,000 8,000 10,000 Btu h C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\5295 Bridge Ln.rh9 Monday, February 20, 2023, 11:01 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 5295 Bridge Ln Bay Shore,NY 11706 Page 38 Room Cooling Loads Bar Graphs 2nd FI Laundry Room/Hall/Closet Sensible 2nd FI Open-to-below Areas 2nd FI Bedroom 4 Latent 2nd FI Bathroom 4 0 1,000 2,000 3,000 4,000 5,000 6,000 Btuh C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\5295 Bridge Ln.rh9 Monday, February 20, 2023, 11:01 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 5295 Bridge Ln Ba Shore,NY 11.706 Page 39 System 1 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--- 1 1st FI Bedroom 1 182 4,365 57 2-5 594 3,553 189 162 162 2 1st FI Bathroom 1 146 2,550 33 1-4 427 817 171 37 37 3 1st FI Bedroom 1 104 1,180 15 1-4 91 174 84 8 8 Suite Hall/Closets 4 1st FI Kitchen 168 2,100 27 1-5 568 1,700 84 77 77 5 1st FI Dining 632 8,138 106 4-5 633 7,575 1,372 345 345 Room/Great Room 6 1st FI Bedroom 2 143 2,826 37 1-4 663 1,269 169 58 58 7 1 st FI Bathroom 2 108 1,232 16 1-4 282 540 71 25 25 /Hall 8 1 st FI Mudroom 155 6,920 90 3-5 561 5,036 288 229 229 Ventilation 2,041 494 896 Duct Latent 1,562 Return Duct 699 0 924 System 1 total 1,637 32,051 382 21,157 5,810 941 941 System 1 Main Trunk Size: 12x14 in. Velocity: 807 ft./min Loss per 100 ft.: 0.106 in.wg �°Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 2.25 78%/22% 21,157 5,810 26,967 Recommended: 2.35 75%/25% 21,157 7,052 28,209 Actual: 4.00 75%/25% 36,000 12,000 48,000 Equipment Data Heating System Cooling System Type: Natural Gas Boiler Standard Air Conditioner Model: RHEEM 4-Ton Indoor Model: Brand: LENNOX Description: Hydronic Forced Air Efficiency: 95 AFUE 15 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\5295 Bridge Ln.rh9 Monday, February 20, 2023, 11:01 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting ® 5295 Bridge Ln Bay Shore NY 11706 Page 40 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--- 9 2nd FI Bedroom 3 218 3,579 47 2-4 660 2,528 210 115 115 10 2nd FI Bathroom 174 2,599 34 1-4 553 1,059 192 48 48 3/Closet/ Foyer 11 2nd FI Laundry 209 2,309 30 1-5 476 1,425 124 65 65 Room/Hall/ Closet 12 2nd A Open-to- 502 7,105 92 3-5 617 5,536 371 252 252 below Areas 13 2nd FI Bedroom 4 197 3,401 44 1-6 531 2,286 199 104 104 14 2nd FI Bathroom 4 107 1,971 26 1-4 404 774 150 35 35 Ventilation 2,041 494 896 System 2 total 1,408 23,005 273 14,102 2,142 620 620 System 2 Main Trunk Size: 9x14 in. Velocity: 709 ft./min Loss per 100 ft.: 0.102 in.wg Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.35 87%/ 13% 14,102 2,142 16,244 Recommended: 1.57 75%/25% 14,102 4,701 18,803 Actual: 4.00 75%/25% 36,000 12,000 48,000 Equipment Data ' " Heating System Cooling System Type: Natural Gas Boiler Standard Air Conditioner Model: RHEEM 4-ton Indoor Model: Brand: LENNOX Description: Hydronic Forced Air Efficiency: 95 AFUE 15 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\5295 Bridge Ln.rh9 Monday, February 20, 2023, 11:01 AM as`5"F TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:02/28/23 OWNER(S)OF PROPERTY: Name:Bridge Lane LLC Residence LOT 16 SCTM#1000-84-01-06.16 Project Address:5295 Bridge Lane Cutchogue NY 11935 Phone#:631-603-9092 Email:aportillo@amparchitect.com Mailing Address:P.O Box 152 Mattituck NY 11952 CONTACT PERSON: Name:Michelle Sarabia AMP Architecture Mailing Address:P.O Box 152 Mattituck NY 11952 Phone#:631-603-9092 Email:msarabia@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony_ Portillo AMP Architecture Mailing Address:P.O Box 152 Mattituck NY 11952 Phone#:631-603-9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION WNew Structure ❑Addition ❑Alteration ❑Repair El Demolition Estimated Cost of Project: ❑Other Proposed New 2 Story Single Family Residence $ IV-, ll the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes [:]No 1 PROPERTY INFORMATION Existing use of property:Em t LOt Intended use of property:Sin le Fa-mll _..__. __. _ p Y .. _ _ _..g. y_._M-- Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to AC Nonconforming this property? ❑Yes 8No IF YES, PROVIDE A COPY. B Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to ther 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 constructiomof 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 210.45 of the New York State Penal'Law. Application Submitted By(print name):Michelle Sarabia, AMP Architecture BAuthorized Agent []Owner Signature of Applicant: Date: 02/28/23 STATE OF NEW YORK) SS: COUNTY OF Suffolk ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 20 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 COMMENTS FOUNDATION(1ST) --------------------- • 1 • 1 IN 3 � �T,I r 1 "'"-IIIl11 ROUGH FRAMING& PLUMBING INSULATION PER N.Y. STATE ENERGY CODE 1 : ADDITIONAL COMMEN _ r 40 ill ' �� • • 1 ( � I l � � ' �.� l •, J =p�pgtlFF�(�COG TOWN OF SOUTHOLD—BUILDING DEPARTMENT H x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 �y�o• �ap�� Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only 651 PERMIT NO. r1_ Building Inspector: \--1 RMAR 3 LO23 LD Applications and forms must be filled out in their entirety. Incomplete tst lLuiivu UtP-I. applications will not be accepted. Where the Applicant is not the owner,an T®WNOFGOI►'Bwoll n Owner's Authorization form(Page 2)shall be completed. Date:02/28/23 OWNER(S)OF PROPERTY: Name:Bridge Lane LLC Residence LOT 16 SCTM#1000-84-01-06.16 Project Address:5295 Bridge Lane Cutchogue NY 11935 Phone#:631-603-9092 Email:aportillo@amparchitect.comv_ Mailing Address:P.O Box 152 Mattituck NY 11952 CONTACT PERSON: Name:Michelle Sarabia AMP Architecture Mailing Address:P.O Box 152 Mattituck NY 11952 Phone#:631-603-9092 Email:msarabia@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo AMP_Architecture Mailing Address:P.O Box 152 Mattituck NY 11952 Phone#_631-603-9092 _ _ _ _ Email:ap_gr!illo@.qMpqrchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: [--]Other Proposed New 2 Story Single Family Residence $ Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? Dyes *N 1 PROPERTY INFORMATION Existing use of property:Empty Lot--- Intended use of property:Single Family Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to AC Nonconforming this property? ❑Yes BNo IF YES, PROVIDE A COPY. B Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. +C0 Ir id AMP Architecture Application Submitt I am ): BAuthorized Agent ❑Owner Signature of Appl' nt: Date: 02/28/23 STATE OF NEW YOR SS: CO UNTY OF Suffolk . 20mb)O being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent ) ft P 0rC/hh'a+(L(6 (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of lmdiVPi�- ,20 a.3 Notary Pu lic Iwo McbNNON PROPERTY OWNER AUTHORIZATION Nftypublto'Stateof New York No.01 M06101870 (Where the applicant is not the owner) Qwffosd in Su(folkCounly j*C,0njT ssion Expires Nov.17,20 .n 9 /� I, l�n�Y 1�r�l C residing at I � Mal /�`al0. M��4-, J do hereby authorize /�I ` �"``ry � « to apply on my behalf to/ a Town of Southold Building Department for approval as described herein. J -� / Owners ignature t Date &A&C) -j Y'5� Print OwneA Name 2 S-erviCo v-nt� Pam-b OCT 2 2023 i 1n�E� Cr1(OrA S BUILDING DEPARTMENT- Electrical Inspector ( 1 TOWN OF SOUTHOLD p �. BU11,gDING IDTiFr. Annex- 54375 Main Road - PO Box 117vocy Southold, New York 11971-0959 .� ►` Telephone (631) 765-1802 - FAX (631) 765-9502 C�o ' rogerr southoldtownny.aov -- seanda-southoldtownnyraov �Z APPLICATION FOR ELECTRICAL INSPECTION Ile ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: 71 � - Electrician's Name: License No.:1w— 22 yu Elec. email: �` `mC12a Elec. Phone No: -g ❑I request an email copy of Certificate of Compliance Elec. Address.: $ JOB SITE INFORMATION (All Information Required) Name: O ,�10 fog 5291Jgw-;d dot Ur Address: S Aridqe Lie ue ;5 Cross Street: uA,k4 T_oye /-/4 F Phone No.: Bldg.Permit#: L/?0(95 email: dmazraoa lr4;/.cen` Tax Map District: 1000 Section: Block: Lot: 6•/(p BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 'P,r,o✓;c1Q 4&x por fy elec*-c' SWw'ee � c�i s .rr► sj �J Square Footage: Circle All That Apply: Is job ready for inspection?: Y S ❑ NO ough_R In ❑ Final Do you need a Temp Certificate?: YES ❑ NO Issued On i5 3 /0 60-3 Temp In formation: (All information required) Service Size 1 Ph❑3 Ph\ Size: �D _A,- #Meters Old Meter# New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect EfUnderground❑Overhead # Underground Laterals 1 2 F�HFrame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION RAC Cobs - sofFot,�� . O� OG BUILDING DEPARTMENT-Electrical Inspector y� TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179-Southold NY 11971-0959 y o O�� Telephone (631)765-1802 I 'jl�l � ,�a ff � _ o�. Temporary Certificate # 1 5q 3 Date 1 2023 Customer Name MQrVQ - 6Yfop Q Lau- uc Electrician Name � Address 5a 5 PJ-rid Lt► (5A Phone &3j ggq 5� e-mail dmar'a 69- �.� , e-mail ��u-I bin.Gh aOl t V'6 Phone 5 ) (a (j • b ASS License# M E 3 S Size '2,C�LA Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service-equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date a Authorized by ' CH WING ** C.O.D. ** C.O.D. ** C.O.D. ** ELECTRICAL SUPPLY COAP. SHIP TICKET www. schwingelectric.com 122 Allen Blvd Farmingdale NY 11735(631)391-3330 Fax(631)420-1645 445 Westbury Blvd Uniondale NY 11553(516)292-2255 Fax(516)292-2350 0 6/2 8/2 4 S 619 918 8 . 0 01 1649 Sycamore Ave Bohemia NY 11716(631)563-9300 Fax(631)563-4914 :•:::•::::. 180 N Belle Mead Rd E Setauket NY 11733(631)941-9500 Fax(631)941-9599 ORDER TO: 1328 E Main St Riverhead NY 11901 (631)727-1155 Fax(631)727-0180 2 SCHWING ELECTRICAL SUPPLY Co 375 David Whites Ln Southampton NY 11960.(631)287-4411 Fax(631)287-4543 1328 E. MAIN STREET" RIVERHEAD NY 11901 1 631-727-1155 Fax 631-727-0180 II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII!IIIIIIIIIII SOLD TO: SHIP TO: MAK ELECT (C.O.D. ) MAK ELECT (C.O.D. ) 528 WILLOW STREET 528 WILLOW STREET WEST HEMPSTEAD, NY 11552 WEST HEMPSTEAD, NY 11552 ; 516-503-9083 r "i. :;•<•:i:C:?+:4:•i:^:•i:4::.J::+iii:•i:<4ii}i}i:•iiii:ii }i ::4ii:4i:4:4iii:•i:•ii:•ii:•i:•i :; :Aft�::i::::::i:::::::;:::::::i::::i:: ;::t::�<�����:: )rryry.::���'It:::::::::::t:::::::::::...::::.::::::::.:•::.:'.::.::.:.:Pi�:�s�:.:��!1���:.::.::.:s:;.::.:::.;s:.>:.>:.:.::.:.:.;:...:.:.:.::.>:..:.:.:::.>:::;::.::::.>:::..}�����:. :::.::;:.:::.:.:::..;.::.�.�:.:.>:�:�:� 52583 greenport 'mak ::>:;>::.:::::.:::::»:>;:<::: 't'6f;Rz:::>::;:::;::;:;:>:;;;:.:;•<;;:;:.;;;:.z:;:.;:.;;;:.:;:.>:.;:.;:.;:.;:.::.<:::::;:SN.TP;.1�ttks:<:::>':>':»>::>::::>:<:::>::::»>::::>::>::>::>::>::>;>:::»::»::...;dQ..1:+IR{3.�... LARRY DONNIE BOOKER : 1 COUNTER RF Shp 2 Prc 2 06/28/24 No :<>:::<::IfIiHHR.....................SHIP..!?:Y...........................................................................11�SCzt'FI0P1..........................................................................EItz€ ..................................1 X :............... �1... .................................................................................................................................................................................................................................................:..:..:.:........... * ***** Shipping Instructions ****** * tOMMODITY PRICING IS CHANGING * DAILY * ********************************** * 2ea tea „ LEV GFWT1-W S1ri1RTLCK WR PRO GFI REC 17 . 091/ea 34 . 18 Loc : A-02-11-B" Pn: 254727 4ea 4ea ' P&S S118-W 1G PLSTC OLD-WORK BOX 249 . 200/c 9 . 97 Loc : B-09-03-E3 Pn: 231932 Amou t paid today - Payment # S6199188 . 002 -47 . 96 Credit Card Information•.**** *********** ******* * Merchant ID# 445046799029 TimeEDT/Date : 7 : 05 : 31 28 TUN. 2024 * Card Number 3892 Card Type: * -Card Holder VIAK ELECT (C.O.D. ) Auth Code: 158784 * Charge Amoun 47 . 96 Charge Date: 0 /28/2024 ­- * * * * Sig at'ure * I a ree top y 5Lbove total amount according to card issuer agr ement . * ********** ORDER SUMMARY ********* Total Sales for Order 47 . 9 Payments to Date -47 . 9---- ------- - Balance 0 . 0 i 06/.2.8/24 47 . 96 Credit Card E C *** Continued on Next Page *** _ J ** Reprint ** Reprint ** Reprint ** � t Ac lV t BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD p .[ Town Hall Annex - 54375 Main Road - PO Box 1179 "` h* Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 jamesh(cDsoutholdtownny.gov - seand ansoutholdtownny.aov ''. APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN.INFORMATION (All Information Required) Date: Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑1 request an email copy of.Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Address: Cross Street: Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underg round❑Overhead # Underground Laterals 1 2 H Frame 0 Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# Address: Switches Outlets G F I's Surface Sconces H H's U C Lts I "t f Fridge H W Fans Mini Fr. W/D Panel Pump Exhaust Oven o� Sump Heater J Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC( AH I Hood Blower Service Amps Have Used Sub Amps Have llUsed Comments Anml r D` G��`l `� /S' 61 r �-- (N' - SLIT Scott A. Russell Via° STOIRMWA\TIEIK SUPERVISOR 1\�l[A�1vAWIE1\CEN ]C' SOUTHOLD TOWN HALL-P.O.Box 1179 ` ], 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold a, CHAPTER 236 - STORMWATER MANAGEMENT UVERRAL FORM Ili ( APPLICANT jNFQRMATION TO BE COMPLETED BY THE APPLICANT is —QNLY FOR PRORERTIES. ONE ACRE IN AREA-QR LARGER 't i.j — — — — — lr — _ — — _ — — — -.. — — — — — --. — -a. _ - — — — -�. l APPLICANT: (Property Owner-, Design Professional, Agent, Contractor, Other) flf, NAME: 41itectum-Anthon o: Ilo' Date: I twit Ax 03/24/2023 'r ,., ? Contact Information: nzebrowski@amoarchitect.com 1E:Nml i 1 eleplinne Numned :r. 10200 Main Rd Unit 3A, Mattituck NY 11948 ; Property Address / Location of Construction Site: 5295 Bridge Ln Cutchogu% NY 11935 S.C.T-M. #: 1000 f 16 'l, r Diithct v - f 84 01 .06.16 `? Section Block Lot { TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT ' "t ®- Area of Disturbance is less than I Acre No S.P.D.E S Pefnilt is Rehired!. ® - Project does Not Discharge to Waters of the State. No S.P.D.E.S.Permit-is Required ! ® - Area of Disturbance is Greater than I Acre&Storm-%%ater Runoff Discharges Directly `I to Waters of the State of New York. THE APPLICANT—.MUST OBTAIN a S.P`D.E:S.Permit DIRECTLY From N.Y.S. D.E,C. Prior to Issuance of a Buildine Permit 3' ® - Area of Disturbance is Greater than I Acre&Storm-grater Runoff Flows Through Southold ' Towns %MS4 Systems to Waters of the State of New, York. THE APPLICANT MUST OBTAIN j€ a.S-P_D.E.S.,Permit[hr'ouith;the=Southold Town E`rigined6itq Department !, ;.. 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Fslae sea d 3 roe:ty 3 Poet PRO.�GT/ZONINS DATA. - - �- f / :� L ppm mrt new a mFtwm elm,evr d 3 whao. � . � '.•. - f / 9,Mere:tiara m o n:aamen remnuen oopN mla..Ma w,[be Mort \ b.Monacan o,a sae oP efn I!owr5 mme con!am m end ebwebn d elr trJbe. TAX MAP a 1000-8401-06.10 ' / DepaFcrtl rPP'erm VA-gwonce aoa.:eni prepaee F - - /L mco.as,ce rM the a a,aaas ror•apporal a,e Iio,rfnnt d m.All aa•�ppa pa+eo-dmu F ee aanptFg iwfnb anal)m IONINS DISTWGT AG NON-GONFORMINS \ /6/ ,1 +� - ImevdNe oN NemcMve�wcetenamr TrcdmaS S,ptwm.' nactYjR %r / / (�^�` MINMW OEsIsn�IRBVIIRS. �R�� � / / (/'� \�\/ W •� 1.vA aal�ww�nnm oaetmr[ree d te, r s..er+e.e�r< LOT GOl!E.RA6E ',- _ - A, eP boa. Ye bro brae,tfbalYa,or otl+er I.The centr 1 1 mx m.at m laced oWtm on a auPmb , y`� ` 7 r bb !"Mrnepabwn!ate,dada od IONYCR{ pemaml tca M' e ntrucbre theL m earrm.Altrrrothroty tm peal DESCRIPTION(FOOTPRINT) AREA %LOT /'PPe�t,s-A,In use d amdl a:ka b prenbem llm mry m maame m m ortabe naJ d the savxre(p,nfermb OOV"-RASE J / `�\,� _ 2 Men vA GVO�regvMea o acpuc tot Tor prebeayra,t tra prncl Vm[s3.I.Flealwa ad!h�aMnneb e0.�ape aebaa toF oa rbzaorle,FugY a v.vcINb.awacwtqte,a ns-Im c2bo aTamNl b�.ae-c,mmu e d!fbn..oInr aeu bI/Ab oO Wdt 3y nm epMur%eeo avnldde brc nLFeate ma p nnweae q�v dzr 40.' 4 5F. UO MuVwANawmo . TOTAL LOT AfteA U PROP.DAELLIN6 1,00 SF_ 4-- T-S�B� ieibna m VA OWr5 awll m mag,ea F acmra�ae-nLM wctlan m emote F roe oP o!am. PRO?.6ARAGe 5T6 5F. 1.4% % / 'Q )� Pp(�p,e'O 5401 ad 5-IlO d N!a ata,aae. I 9.C-xmrta pa pbcerea,t w.�lea tln ws'am to m aarueaa 0, DRT['ELI-� \ v' a.At a mnFun,d1 VA Owt•'treahw¢eoNcn abn Irne xYFN oy brae.eRnau4+g re mac m occo»too Fare d t1n bnbrg. PROP.GOV-eRm PATIO 264 S.F. Ob% \ -\ \ mvaW er<ma afrNga<gme Iudea ova Me Fbt and .Tl,e peal mt met m niMF vlen d•J,e ayatwn IxaLm m I,aP / 6 'C \ i oatleL Cwue a,ou m cJhu 36A e,ancta.utarlght as racnlmro opcmm as PROP.PATIOS W 1 GRP,DE I.564 S.F. 5b% \ 1 Q Yeeet-prod bckvg cm:rm eovas a enc,ropbaeb novas d frgme.Ail cevae_rna eMn,atahbas a/bll m ms'y,w n 5.Tp emo-�l pact Nnn m p4xee ac a e�Jortmb roy,[ra dace nIM wcum 9-111 d M,b at 4ad. F mac r,W Peecrai Emrrgerey Mangcmone Ayaey PROP.INGRWND POOL 646 SF. Ib% (f'-'..MIN tboe:rxa rcq�rvcrrsn6. / S.vMn a I/n etif3 b�provee m m Mmiba F a eHrenay m TOTAL AREA OF ALL STRUGn1RLr 4102 SF. Ill% / • \I ptrtrg our,tM,nT yn!I m malyba atl/or M•dled b b.t!b pxl r,al meet I1�Wn1 poarirnl a[,facGe+•i \ 11 atnto,e 1620 m N-2O boo�m asy,aoe trl AA=JITO. Mzcbbon RAW 4x apecR .brae. -•MAXIt7.M LOT GOV53A6E ALLrA+ED-20% b.Eoeagen�atoll rot mpermrttea rdrn m 1/A OMtS b T.NI mbw ryab rtYYg m,st m r[n F elecl'ical rcndit.iFb / 1 1 I robed d aa..cye�L ca,a,rt one tiov gprgprbre aea!a m prea s goes as moranra / / \�` i j 1 ,.lieu ed[me.a eh>II rot lv va Ores a,a Na r.cn rw}Fg u,a caarol pool or freNon bo,�,. IS !!! 2ok4O• I FLOOD I / Sn MO m . MAP DATA, T DepaMrm2 rccamsrm.ter aoatwer bacb.mn m rmncma m 0.SaA Q'an�euan m earPped.an a nncOa,a9"'a^ei9 SPb'^ :3/v IN6RCUND POOL byrc0 zwFtmle m r a Ydbge b/ldrg w n wn ooawa o,e/nuot o:ama Md rol m remy w.P:s6I,O-V 61N S ��apaime,ea. a t'l tm orw.pmts d�rtie baamy swrne.Tr,a MAP DATE: •t/S)2o:t1 %;p ctom+cNa a mlmk: mWe m Mmllat m FLODD ZONE,% b.vAmwrs taco sb11 m namrMgs m[a remwema d swma me prwlee[mroabm remora olerm I,oU!Fdlm m tro oeM prwteer / O/ armb mderbla the are rot siojcc!m av»Me-rroabn> corona py U,a Oevm;euwrt 2.SITE PROTEGnONSILT FLa3GIN5 TO� decry. WiTHO©AS RECNRED BY TW TOWN OF ;r y . 9.NI tai mee m theta or sea 9.3ya[mn wh<h a°roe msgca m l:at gavrty ore SO.�,V. / / 2-STORY KD.^drst�q`t-i.,o me mg!axe Qa m amPpee wth a rortro(pa I wM means d watv[Igd atoll m eaha roam maug a voter prcaere long a paretic gerer wr to operate Sb aystan orFg a f ! mcthom m rolbo, pone 3.SURFACE WATTS OR YLfLANpS ARE NOT / W BASFY C^hti 1 LOCATED WITHIN 300'OF THE PRO Ff. EL=53.92' I STONE PATIO G Ira.vaaam mat .seal bra empty tat a,a'aPhJ a rocum m rwr P ova aerwa .a,ca.r e. // / (b BEDRoo ) 5rEP5 I I VACANT LOT w/ (4)e,c'eaflegmN d erciuYy.Tn rot n epprevea v 90X d I.The abetrbal Jsetbn mx xrvFg Me pip tw otl.rbaea 4.ELEVATION F-119D NOE NAw w00 PRCPO$�D j vaaam b hcb is lw n,Frtca. mist m natattft od locbme alabe the VA OMr twlk dv,ba. / _ _ _ __- l 5.ANY VISIELE vrFJ-15 LO:ATED WITHIN 150' FF.0.=555' I I I Dl^lELLINS I ll.Haw matvg.Scol rent;ran tmK nIN neon m Dover Fvat 2 A'•f bbncro locatee autxm d the VA GYII�,n!c met be plrcn0 OF SUH.FLT PROPERTY LINGS ARE , abvctlat le:srotl Pa 34 Nara.RCNII Sn arc m Me wrd Fvcrt mpoa(afd,plmtic a fbergb»)orl none a awadprad �GTm ON SITE PLAti PLCVERED .tm tm 34itmr perbe b rcnpbm.Le!tM tak a:atl ram e e rove-. / aad�etnd to-!,ar panne x at b cpprewe n.c<r bwl b / I (�PROPOSED)KATER � bla Ia Me IOM pane YMer preasre metYg b 9.Ail pe.q ad Pb G tread ram:m crra»b!e ae aervlredale 5 EXIST. 1 l I I 1 , reconmcMW m e»doro orate dtm verdldtat Prae ocrcn opmtgs. SVHDIVISION INrOiLtATOW r MAP OP SYLGTSi 6TATE5' ----�---- ' A Or115 rAVC.[p[i5]$yrTJP.I-`tATE43AL REdsM9R5t 4.he HOCs arctl m aYaclroa to a SaieMie 4m t'VG rbat tree LpF ib - ro,m eml!y rcmraa to wrrFa m adJuaLzri Tc tbc'a FILE NO.63a0 t) I �g,m I 1 ! l I.ReY3ame eoKmm an11 nave compe M atraglh awn rot m @tulle m Ve loco man FILED ANE 05,I436 IN THE OFFICE OF TIe - \\ �.�\ I6TORY NO d 3p p-por e A(mU at 30-day 5. 0.1'patnc,6 aril ebaerve U,e P^P aystan°Panda tlrougl, oLF]iK GF 511rrOL<eOUNiY I _ I 1 FR GARAGE I I I 1 { 2 Ybll atFb»atoll m a mFFun of eMv Fdm v,la»tM t \_ \ 5' dmiy,het becn mKirba by a Nan M OF Part Llcernee rYde»lond b.lrepexebn bckx)a d bra ram maF N7r,gs ram m mete TFE FOLiArRNG I1Jt'S WITH l50' /1/ w I E CO. SLAB 0.=535' 1 j i gGqq u cmPyFq..3h dl cPPeybm reepiYemwca am nrvg U,e pop eme prdenre. UTPUZE PUBLIC WATER A5 P132 SCWA O TI bcban.,4l-.a ob.mown otl top Jwt wra:: Fg ag P ..at m t¢plbG. d 9eo e'n'aa ar ave rope(ps1). SCTM e1000-BC-4-low 1 o $v 3.%e+.mt emaem aeabma aan m scene.uN sea m Yen 6.y1 f o i g; P n6mr JoNG wobnG NKh rQJonra m ASM l�190. .lI1E 31.3>ll j \ _ _ - �` ``._ ti � 1 I All mnci PPee-11 pantram the rerebal abc I d tm tak I j 4. l l i ad dbii m aeabe Mh ga+t a oNx rtean acceptmb m tm TEST HOLE DATA \ Z,�' PROP.NYDRO-AGTcg, \ 0 Z 6. I I I ai parFcn:evrh m natertlyJ amlcd rle„Fle JoFt o,0 Ue ppe AMP ARCHIiECTIhZE j !U AN600 I/A Ow /REMOTE C �mket rmmme m nu ppc neh amFbv emu wo-octmle 4 .P\ �Q R.G eoNrnoL P.;iNr �, / -.�� E 10200 MAIN ROAD,IINR 3A en i MATMUGK,NY 11952 y TO ROOP AS R O.'O PROP.L_n pROP. 1 A I 5.NI Ma atoll m aealee w u,ae tb tornk b ..sea (516)0+0160 ; sw6s\ / �� t EP. @ 3'MIN. ORh/F1iAY 0 wctlm 5-114.HJO.TONo Mat Qo rat tr,placer Prior n _�� t-p- I( Kit I 111 PROJECT: %or�aE„g�maru am.,F�.n.d,etrmbm�a�.alm orcd Lt.Szeo' 1` s-\ sty 1' �� �k �'r 1 I BRIDGE LANE LLC rearam tak rtvat m mo,vlNucolly pwrM. OL BFOY9.iDAM b.wnaaPm�.mrremVAmH,sah�lromb�ed 5' o �' �''� Lp. I LOT 16-SEPTIC wMF Fm MtAbtb,a ton[aw pbma.w,n - \ \ /•, �!1 go9 a tle battam oIO elm paten,W m I6 Ace move TQ PROP 20'm I PROP.UTILITY POLE h t erµaecree gartdmtar ebwUas d Me Va attt5 ` \\ W MRL-9 M3 YP 3G al,Ni m mcmlSly IW cwnWctcQ In wove Wrre eR§b w-t pp P(SAMI X DIST.BOX\ - TAT , 1 LINES TO prnctvmle,Me vA OWtS tar 11 m�a arm W m m SP B]LS-L'1 SAND voTtl \\\\ (SAMPLING F'MR , \ E HLTE I I 1 ADJOINt185 LOTS bra�yn t racordcd/c.yca,•cd gara.otar IOR ORAva `� v MA1NrAM T MR , - emp1 e m n,e..a ty,[„a,a P+a m EXIST. •� �.sx4o. i 5295 BRIDGE LN ,.F coca.het rewem eta oro Mmlim F go,am+amr,rre • GArcN 0.=51.9'T' DISTAtGE FROM LP. ' �\ I CUTCHOGUE,N.Y.11935 am prdeeabnol sron xbrnrt laieyorg wlalo'Jen a prove tK \` ( HA51N _- ---------- ` EL=5252' laht d the tort WtM a niMw:mebaav,g a ab aeb¢Lm oP Tom. �-----------1----- mnm0 ml m a,�se 1s e[Aaannra n a tm.oqa d ehe..amr ,5 s46•s9.4o= 'W . DRAWING-TITLE: NOTES daplonna,tie owls y mm:aevr>bl m tm raa `a:son ^-$ri7 • I _ _ [pertwrcca gwMCar ar anpty. trP d tb toHta)s1,Nl rot m aanuaed.Jcn _ EA,$T.R2 YQL i mm:.nFFg bw meant d arnaatg m mlimt nekja req tree. _ - _- ; SITE INFORMATION -;- - SITE PLAN SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL PAL,!- PAGE. BR I D 0 E L A N E oil 4; SP-101.00 ENGIr,�R'sC�To-Trano;aR_wurNa. , _ _ _ i Sua_LvTP.E.O:t R.A.0ETun,rATion I DATE 10/17/22 1 OF 2 FORINSTAir ,.jNA13DCousmuCiI(NJ coMt IW CRan�WATaA OF SR OwT-T I FOR F:,NAL AFPRovAL Use FCxI VNgW73. EX1Sr.vTlum POLE 01-ELLING w/ EXIST.VTILITY POLE Ewsr.vnun POLE (APPROX LOCATION) PRIVATE HELL (^pox I.ocAnoNl (AFrROx LOCATION) `RED qq 5� 6. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERYICE9 �Ca�AOTa r� PERMIT FOR APPROVAL OF CON iTRU^ON FOR A p$ = C. SINGLE FAMILY RESICZNCE ONLf * a f �l O D)aa 12 n zz r,. -Z2-216 Sar ATTACHED SPECIAL CONDIT"' R[F.`:. GRACING PLAN A:3n)OR PLOT P41t1 EXIST.YQIL O 5 10 20 aA 40 $p NA_. APPP.Ct'2O - SITE PLAN ORAPtUGIkALE FOF NEnA FOR MAS{MULI CF�BEei 00!.IS , IXP[RESTHREEYEARS FROM DATEOFAPFROYAL SCALE,I•m 15•_D• Q SINGLE LINE PIAORAM W W J (h MAIN ELEGTRIGAL ZERO ION O j LO ON OFF DETECTION o m PANEL AT DWELLING INDICATOR INDICATOR CIRCUIT y o cz0 MAIN BREAKER cv 0 O+ Ep c cm m INDICATOR GIRGUIT li I ROM @AM LOG N OUTPUT GIRGUIT a--+ U - TINiE D POWER SUPPLY m AC. (DC) INPUT GIRGUIT ONE—CHIP MICROCOMPUTER RANOENNiT -- SELECTORS —c + U C L 0) I Q U) DEDICATED,50 AMP a 5INGLE-P+4A5E CIRCUIT BREAKER I ELECTRICAL SERVICE 0 TO HYDRO-ACTION J�—PLC CONTROL PANEL Q HYDRO-ACTION 51NOLE LINE DIAGRAM SCALE:xTs I � f i I I i I B�M PROVQ7e .ocae5 BEIEATN o D x w - I 4UHARY LOVHi PIL COHIl301_ tt74{ FF.EL.•555' (TYPa PLl RJ56G4) PAtEL w ILN30 gCUwTY 6RATe n3A(PLe I'-0'MIN � i I } �� � ��91F IKE HTCJf PIS-CAST 2`-b•�X' � I {t aces 4 vE.rz ratio calJc.abvrx r-b•MRa o � � i � I 4•HafaC a 1'-0•MN ��FifEA» Y-6•MAK I I MAIX DR.41 Ib AV6.GRADE El o •1 1 MA,c-f 5T£TL5YSTBE=52t' PROJECT: co. _-- -_r � I-ma 4•e STJR ss Inv. MM aro sax ss _ - .'>;.�'yfi's_ `.+` _ BRIDGE LANE LLC -a rLori _ J MIN PITON a':r w.PRcl+k:r - M�4•e D �i LpE — a —11 _ LOT 16-SEPTIC F+zov+s rr TNK.aeu a_=sle• Ze.-:«,-.P� N...-----` _ -- { Pra6 z-D• _ L ,G`AP �� 5295 BRIDGE LN 5-'='- MRt PRON ERtiL9^Ya I I n � o- Ar aunels� LExx:Xb 4 �- '" ��"" •. Fc�xo roN ��— CUTCHOGUE,N.Y.11935 Paals) o E u ✓ / : so-4 1—s•�•-1 - mDvb-Acnw xeca -., ,� ys f DRAWING TITLE:- -- 249 NITROE£Y FrFO11CnLN 5Y5TEM _ _ -, WIRING DIAGRAM of zIALs. •. .� y 1 KC;' �t SYSTEM DETAILS BILL MATa -� r --- - -- : ITEM PM OFSLR PnOY bIl'. REPLACBOCSr.SOR. Cf _ _ w s•cLeAn srm / SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL r A4�oo Aeaa�asm oe �wcna+ � `°LLA"—I— FM3ie T I POLYLOK 201�DIST. BOX DETAIL LP_ 5AND —+y+, 1500E5 T=1!!f24 P�SREATNffiRf I I fiRAVEL rSPF-i'D _A •-.3��_ .- -.__ ,�.�_..�:� PAGE: B~� 1500D2 5N5 STANDPRD 2 TANK LaICI:LnN6 KIT.��___ I 'AL E;N75 c � loom �Y.­pcuAnoN 24s s P-102.00 v 3 _,we°°-r I Awoo w vLa�raw cwwLere 1 e � [csD-JaL 12b-vls � CPS.ECFArio-l:12o-PLc I 3 LEACHING Poa.s rm i sm�(rya DATE 10/17/22 2 OF 2 1. LEACFIIJ6 5Y5TPf PCR A.G®ROOM. G2 SHALL PROVDE 40a FTT Sipe-MALL A¢EA - I—' (�H'O X C nrrEarr.E DFN/LEACHING P00.5 PROVIDE 400 FT'SN.'E-WN.L I(S.?VATIV'6.LTCI2NATI N51 T132 4TME31T T131(I/A lTWi 111 Q I� Q n)B'O x D'nTFEGTNE DEPBp LEALNM6 POOL Ai�PaS®--tB(PA151W _ > I. VA DIi15 SHALL NAVE A M t TREAIY¢l/i GA AGN aF EOa FiPD(6 B®RODM^). PRELAST RFIISORL LON(RET2(OR F�/NJ. I > w,a,M D RraPD�xrc�ao-AcnaN wt r b wxwlcr�wm scv T1�+iralr cavAGTr. s. Au,covrns SNxL�bF FtaLwsr(mrvoRc©corGl�re!aR emaJ. �� 9-V��� v 'Yi 2 0 TAu 4. A 9'MOL DISTANCe BETYEBRI TIE M61EST RyOROED EAOR�DNLATf3t L� '.AhD eOrfdA L4 L�LMik6 �j QC T n 5. A 11 MIN dSTANCE BETYL-£N T{IB VA OMpS AND pI::DIN6 L-OTN aHLAR/BASEM31f SHALL W r f PODLS SHALL EE tMIMA1NED. CO[N_� 2 R e 0 WYMAIWD,OR 5'M:N.STANCE IF BAIILDRl9 15 LP0.1 A SLAB. S. A 10'M:N DISTANCE BEnBL LEACN:N6 POOL_AND Y1ATSt LIN-c 5i1ALL BE MAINTAINr9. a , 4,A Y—D15TANCE CETV�FN TIP_VA b.YM AND DST.BOX MIEN PRE:£NTJ SHALL EE MNXTAIhPJ. b.AN 8'MM.DISTANCEB(:TPF1B1 ALL LFACNPL`i POOLS AVA I/A OM(5 SNALl BE MAIMAINm. w'USA2'A• Ripcw¢a * G R ClfANOUT pET,UI(OR AREAS NOi SUBJECT TO VENNVLAR IRAF(iC Y M ALL YRMS ALTERNATE•A•5 FUR A=AUE M E V 5 FOR US MIIN Opp.EX!LA9rFlJCWp1ECRON N'9 037A06 yyOQ- TFOF 14- PROPOSED SEPTIC SYSTEM DETAIL GLEAN—OUT DETAIL 5GALE:NT5 51-ALE:NT5 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 1209 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 TOBE USED TO ESTABUSH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBO'SED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION //)�/J�� 0//I, � / INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPAI.EO AND ON MS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION USTED 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)SHFWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 150 / / / 400 Ostrander Avenue, R erhegd, New York 11g01 tel. 631.72'7.2305 fax. 631.'72-1.0144 admen®youngengineering.com N Howard N. Young, Land Surveyor Thomas 0. Noipert, Professional Engineer Douglas E. Adams, Professional Engineer Donfel A. Weaver, Land Surveyor r E W E SITE DATA ti AREA = 40,964 SQ. FT. SUBDIVISION-"SYLORET ESTATES" FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON JUNE 08,1976 AS FILE NO.6390. \ S JAN - S 924 WSS , \ \ i \SPIKE / SET FO \ \ �b%K' J.o \ 16 v SURVEYOR'S CERTIFICATION ---Imwl.m?atintr- oti� ° ` \ *WE HEREBY CERTIFY TO 5 2 9 5 BRIDGE LANE, LLC THAT 7HI5 SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. OF IV' CMF cjD / -ot 16 0� / WSS 9 4 / O w O Subdivision- oq �oP , ' Z G CA / "Syloret Estates" °J DI �tw&LA-Ly. 0) 0 / - O o HOWARD W.YOUNG,N.Y. .S.N0.4 3 <q ND SVFL 0 N 6 M� o SURVEY FOR / 0 v 5295 BRIDGE LANE, LLC / N H �. 0 \` TMH .CC LOT 16 "SYLORET ESTATES" CMF E hm \�`� SIGN at Cutchogue, Town of Southold NQ� s Suffolk County, New York CA u+, O SIGN b 1b1�6 GR,2� FOUNDATION LOCATION SURVEY County Tax Map District 1000 Section 84 Block 01 Lot 6.16 WSS FIELD SURVEY COMPLETED JULY 25,2023 MAP PREPARED \ / / JULY 25,2023 / " \ Record of Revisions REVISION DATE CMF - ' / � LEGEND /� gmu;4 auo4NeT \\ CMF =CONCRETE MONUMENT FOUND CMS =CONCRETE MONUMENT SET \ / l J DI = DRAINAGE INLET / / EOp =EDGE OF PAVEMENT WSF =WOOD STAKE FOUND 40 0 20 40 80 120 0 / WSS =WOOD STAKE SET = FIRE HYDRANT Scale: 1" - 40' =WELL =END OF DIRECTION/DISTANCE JOB NO. 2022-0151 DWG. 2022_0151_found_loc 1 OF 1 I - 400 Oetemdor Avenue,RNorhead,N®ty_York 11901 tel.631=7303 Pax.63I=.0144 v�J— ♦--r admin®youngengineering.cbm _ , ouq ���C 4, i�,1 Hor�ar•d Y`L Young,Lend Surveyor (((fff"` ✓ Thomen e..Adms,R oPaeebnal Engineer (� {� �[ n Douglas E.Adams,ftwer,I end Engineer F E C1V„ ILF7- IUI Donlel A.Weaver,Lmd Survoyor , ¢ E SITE DATA q AREA=40,964 SQ.FT. j J A N - 4 2024 ., •SUBDIVISION-'SYLORET ESTATES'FILED IN THE OFFICE OF THE \ _ _ CLERK OF SUFFOLK COUNTY ON JUNE 08,1976 AS FILE NO.6390. Tov'ri, of �\ Srr \ 57[IE. I '/ "vc'zy bpti'C. s�`�'9, aGn ♦♦\ , \♦ yo moo. s / 5 ion rho \ SURVEYOR'S CERTIFICATION S /' ti� ~ ! ♦♦ `WE HEREBY CERTIFY TO S 2 9 5 8RIDGE LANE,LLC'THAT THIS. t ' ��� �° ♦`\ SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR s \ LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF •1 /' 'o" 60. ♦ PROFESSIONAL LAND SURVEYORS. j Lot 16 rA F \,, \ *503�P wss Subdivision- "Syloret Estates' 6 \ / / eti m G) n� HOWARD W.YOUNG,N.Y .NO.4 93 O� 893 o, Op t/VD SV� a `. SURVEY FOR ' 5295 BRIDGE LANE, LLC LOT 16"SYLORET ESTATE5" at Cutchogue,Town of Southold 1 o Suffolk County,New York FOUNDATION LOCATION SURVEY County Tax Map onukt 1000, se m 84 sip;Ol �t 6.16 FIELD SURVEY COMPLETED JULY 25,2023 - �/ MAP PREPARED JULY 25,2023 + Record of Revisions 1 - ♦\ _ / /' /' ♦ REVISION DATE Ar LEGEND y / CMF =CONCRETE MONUMENT FOUND Car =CONCRETE MONUMENT SET =DRAINAGE INLET Epp =EDGE OF PAVEMENT - t WSF =WOOD STAKE FOUND 40 0 20` 40 ` 80 120 9 W55 =WOOD STAKE SET J s FIRE HYDW� Scale;1"= 40' I =END OFDIRECTIOWDISTANCE JOB NO.2022-0151 DWG.2027_0151_fotmd_. I OF 1 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO IE 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 S,IALL 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/•ND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFIC,TIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS, 400 Ostrander Avenue, Riverhead, New York I1a01 LEGEND HEALTH DEPARTMENT USE tel. 651.727.2505 fax. 631.727.0144 g�Ktaa .TT� admen@youngengineering.com BB =BELGIAN BLOCK SANITARY MEASUREMENTS BBA = BELGIAN BLOCK CURB 4iY .✓Y 1�YYrY� N CMF =CONCRETE MONUMENT FOUND A B CM5 =CONCRETE MONUMENT SET OWTS 24' 31.5' Howard W. Young, Land Surveyor DI = DRAINAGE INLET Thomas G. Wolpert, Professional Engineer DRF =DEER FENCE DB 30' 35.5' E. Adams, EOP =ED(-E OF PAVEMENT LPi 38' 28' Douglas Daniell A Neover,sLand Surveyor 3 MSW = MASONRY SIDEWALK LP2 38.5' 43' WMR = WATER METER =WOOD STAKE FOUND SITE DATA aa q aonalcA W C) E WSS =WOOD STAKE SET WV =WATER VALVE AREA = 40,964 SQ. FT. =WELL ' O = END OF DIREC TTON/DISTANCE *SUBDIVISION-"15YLORET ESTATES" FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON JUNE 08,1976 AS FILE NO.6390. S \\ VERTICAL DATUM =NAVD(1988) \ / AUG - 1 2.024 `J \ / BUM G Dr TT. \ TOWN '}F SOUT110177 / / \ / \ SPIICE \\ SET \ O \ SURVEYOR'S CERTIFICATION / ,�'L +5457 LP2 \ *WE HEREBY CERTIFY TO 5295 BRIDGE LANE, LLCTHATTHIS wi 6 cFL 1�9 LP2 \ SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF �F�o F55 FLsl �o DB \ \ PROFESSIONAL LAND SURVEYORS. N sc Fa.o CO o owrs ® \ \ COP F AIR BLOWER& / p 9' Sc'• CONTROL PANEL �� \ N D• b� O Cm \ � N / wss o Q°°� �P`�Pc�`� a -j �/ n Abe, ' Fy ` / i kA.f wl i•r r ii as \ PROPANE Lot 16 SIGN DI \ �_ _ _ / //�� �. �. �. �'I/G. 893 �F Subdivision16 - HOWARD W.YOUNG,N. L.S.N0. 893 �� "Syloret Estates" 01 G6 L GONG � SURVEY FOR / ;o �� ` �� °5Py 5295 BRIDGE LANE, LLC 0�� \ EVERGR��NS R NR°�N Cm ° C�TMH C� LOT 16 "SYLORET ESTATES" 5I at Cutchogue, Town of Southold N Suffolk County, New York N , FINAL SURVEY Oi ?,0 r` County Tax Map District 1000 Section 84 Block 01 Lot 6.16 \ wss FIELD SURVEY COMPLETED JULY 25,2023 S _/ — � MAP PREPARED JULY 25,2023 Record of Revisions REVISION DATE FINAL SURVFY JUNF 24,2024 / / \ RFMOVFD SIGN JULY 17 2024 U '' 0] / / 40 0 20 40 80 120 Scale: 1" = 40' a JOB NO. 2022-0151 DWG. 2022_0151_fs 1 OF 1 +4wm r�--Vk- 1j`1 OCQ`, _ �L``j S L5'I duo e- Ln_ L;LktCh tx5U_e, �FNERe Pen a _.. /4 CATS N i: TON TMOA �' Th N fa r mu t bur art L 1 SIS SI AY L NrTtr• - qub M>ta LKenx Pvwpt to mfcl I/A Cw,S!errs.11-I a x Oil- perb 'I I.THIS IS AN ARCHITECT SITE PLAN a 15 S:II k W fav< acre 69,Mtmle VII(Sepik IrevsVy recomneneobn>JI a conlpn^9 w N Neee>tpdara.All y. ^ geNe )tiv f tM Sall GeK-ty Depptnpt cl Leber, app able recomsrratbr.pre�oa W Ve npalacWer sneU be �� i 'lttl SUR EGT R VERIFICATION BY A LICENSED I' Lice aM Le Alf ro.pursuant to Salto t county coca mplcnptea i• I SI:RVEYOR, i1iE INFORMATION I a W* . §56}, T,d DO,Pd nt oI Lary,LN-emhg,ptl Loraumer Allavn - REPRESEN=ON TH15 51M FLAN I5 TO Tl$ Q mot—a iK!.1 I1..-VA OhTS NdNUwKo Prdvmcn. 2.M 1/A OW15 tpk eha11 be wt.lme at level h d11 dtrcctwn 1,�tia ARCHITECT'S BEST OF KNOWLEDGE. (w1N a maxlmun tolcrpcc m°^y dv.ctlp o1•/an quphr NW p � �� 2.SURVEY INFORMATION WAS OBTAINED - W 2.All VA OWTS met x regbtcretl wiN Me pcppvnent N a mru:wm s-van emek red or properly!cycle anA cppated ram FROM A SURVEY DATED AUELST 15,2022 IJ J (D acdrdpw wtd Mtkb 19 0l Ne SAlolk ed,aty 5plta°y Lock tyre.from rocb)or pea gavel. AND PREPARED DY: Y M P. td th Depptment gptNg e.renbdebn of epplehd SUBJECT PROPERTY Q mGuctip on" built'p1ps. 9.I/A OWT9 Tpte still be proNded wIN o sNgb wllel.A YOUNG ET YOUNG N Vmutbn hx/mdNnlc ar dleGhvtbn IcacM1 VucWe ma h m 9.M exewtad operdebn ar I Yalntpdna.c.nVat bctuap th requtrcd br all sy>tene wW, ple IeocMnyN etr,.cWas,ml e>an .. \ ®:u/ 400 OSTRA.NDER AVENUE Malntenarce I+wmer and Property cr rwst h eubmated to Ne alfemebve de>'gn b apprwcd bl"did Depptment. Dcppbrord arks t.opp.wal of the 1/A owls rcgleto[bn by the }'` RIVERHEAD,NY II901 O 5�p accortlpce w1N A✓llcle 19 01 tb Sullolk County 4.The top or tb VA Ow tank still rot be located geoter Lop ® TELEP1 ONE:'(631)]21_.BOB - 0 J 25 reef p Icn tbn oro rent below 1-1 gad.. y Er}(D 4.All Irotalle0 I/A OWis pe req I dd tO I d p hltlol t- 5.Al',mN4mm, II sampling mmlblds soil bye 20-Ncn reviled I O C Z O pry aro oppatbNm.�nrermce xrvlw con4oct.Alb Ne a dpenNgs t.grade ladled aver Ne hldt aM duet. , ,*' C 7 N InIL1al 9,Ka- pewtbn-mehtererce xrvke cannot b> men chat!to eRlmr- emmeler watertiq,t one O a. expNee,preperty�.men are expeceee m m.lntaN p oP tl:lp heectyraaf bekkr,y ca>t von coven p tbrnnplo>nc ewem at = O a+CD pm mahferarce ntra!N aawdorce wIN W.19.I the INoI pack.All ceverd still to askJr,etl N accordpce w',N xctbn & to 5. /A tit e f.LaV.GJ 5papy Lode. 5-III i1 Ntz>tp 1 d. ®� Q AAS N (p Nlcn p I OhTS rdqutrcs o vent.Ve bll be vetted id e.Yynn sorplNg mpMlca pc appreveO to be Y.stollcd N o I / O 0 moll loM1e rezmence being rvea.Vent�ppe> M1all extend a plvcway p portNd pco,tb mp}ale shall ba De>KreO to t. 1 b by s aMve fb�eel Ilro Ga tcp el Ve vent Voflm tepYo to riaet Va requYemcrtn el HTO_.p �` / Noll M1w.a minNvn bHzdnfdl xPpotbn of 12 h<N.e!e Na H5_2D laaha. LOGATI ON MAP �" ( elapea porch cl tb reef In eeees wore It le mt PraNeel to vent fYa eysf.n to Ne rcabcrce noel,o vent alp.nay bd p Pdd to ,tta act et Wart elavotKn still be.min>nm d Ol Iact below i Ve extermr el Ve rosmerce pd termh.t.a Mrtrnm of Ie vahes INO Vlct Invert dbva 1 SCALE:NTS Axve g de pd Ot curt Iooe tram poperty ions,Trox yard () CD CD O ws atilt be Ixa[ad o mNimu,n of 3 lee!Iran py wlntlow or e.Sump by mpl,oms>Ib hue p w de dlara}er of O feat p p ay oM meL term .w N a echo,fl to ce All v`r insure aroa of 2loot by 2 foot P Pee nee bur a mnNan di.m.b a 2 wine. PRO-EGT/ZONING,PATA.- 9.Thr.Mo I be o maxNwn r.tentbn depUi below the outlet Mcrt6v e arrtme mce mconromrm to tNea a ed a>d b> AX MA Pwlmtb d/ AOw mt e I 1000-64-OI-Ob.b- / I/ Ayy�,yI,J�e +� a once wRlt th stabpd>1p'ApPrevoi ab Mm q.m of 10 All sewer P"Penetratbns N the epPl4,g maNKie eM1all Fc (S\) 1,>bvatne d:a AiferrotNe ororze h1a>tewa:ar TroOVnanc sureme.• wdrare ye ZONING DISTRICT AG NON-CONFORMING 1 9 \ < M NMIM Da51GN tLOJIP_NEIIi5 F7 c�TRI ,/RCO ' 1.I/A Gwrs Nks ebn x trvefed or a edwate, yQN1ROL PAnELS: LOT COVERAGE _..:_ _ _ __ -.• - _ 4 / ��` freerg a»,PO yeNyler.pobjrepymro,tk� Ostk>-p oGu .The cpVo parcl box m.t be placed ovUkb p a wltab. () (1 , 1 fetes n a<cordarce wN Depptmcnt eto .aM IONYe,zq Pem>ta war Ne>Vu d toot It ecrve>Atcmativc Ne f I %LOT TS-A Tin use of eta!tyke a 'y' paro DESCRIPTION(FOOTPRINT) AREA LOVERAGE / <Ppcnd x Prorub fed box mcy be matted p p aRs Da wp l of tb atrvcWe(prcfcrebl. ee Wen p YA OwT$rc fp a vt uty room.ab rot a Ilvvg spar).ONer dcaebre!p momtbp \ quve>a ecplic table pre4catmrwlt tb Ne�anal Wx will be epsberetl W tb Oepptment on a TOTAL LOT AREA 40964 S.F. +j''�, pptic Nk shall!K a>nrntl N dccerapa.IN-1-5-101 <d _z ..bolls aro wIN 1/A OhTS ab.rer cpprov.l. 5-IOg cl Nb ztpmara. E.U+Imz>oMem1 2.tta r<ne of tx I/A OwTS OmM FFONOer oast h cleorlu DWELLING I ,15 S.F. 4.2% f9 V J x epaUlbo.Ne bochire>Wctcre/suUm Nat kpblbd p.Ne ouUbc Of It,Poro1 pm wu,ee a pbro rur(zr ( �� nikVEw.sY /oilaws p I/A eNTS>lall x msleraa In ocedrdpae wIN xcemn m cptect 1n cne o!alpm- GARAGE i 5T6 SF 14%. . 1( 5-101 pm 5-110 0l N5 atpnpd.a.vAe!r ca oPenNgs to cowfit 9..ytsdeapr,Ker pneoal gplatbe mroerwatd.mrd vbaiccwe>soV>as t>h,>stwyesmltle t.mo obofa wN seab rknvvVLna.d avb G p< COVERED PATIO 264 S.F. Ob% • t.Loveroefbll to eltbr]O-Yen ammeter wotertly,e and fallltote eperouon aM moNtenance. l hxctyrooP locking ca>t ton even p tbrrti.p d Od coupe a! - FRONT ENTRY STEPS ( Q INa1 arm..Atl covers aM enunrou>/Hxrs atilt b.deslgrod N 5.The conbo�pp.�esbll bd plead ae a remlptdbie Neighs Pp 1 90 S.F. Off% aarerdpce whh aectbn 5-111 0l tlib etawpd. N ace wth Femral Emergency Mabgement A" BASEMENT STAIRS 1 62 .Mhn a I/A OWTS b a t.be wtolled h o erNew (FQiAJ IbW zero regvhenanU. i pprwed ay p INGROUND POOL 681 SF. ppkmg pda,tNe W!still be ticsbrnd p0/p Imlollcd b to e.iro coral soli nett Elcc4kal YpulocWc,n 1� / •\ w tMtpd NS2O dr H-20 1-I a's deskramd 'J AA5HTO A . sxemebn MnN 4X spd.11paaikotmro. TOTAL AREA OF ALL STRUCTURES 5,966 S.F. B3% 4. b.6pboge gkmcre>bll rot be perMttctl when p I/A Owls b SO l below goat wTlry mat b.run N ekcVKal cobalt.Toe usn a m mcp>p xwage dbpo>a1, cuR must h.v approprmto xal>to prcvpL aces and rrolswe I "MAXIMUM LOT COVERAGE ALLOWED,.WaUr eoftenere shall net dlxbrge Nt.p I/A OWTS db Ne rcachlrg{b eon4ol pmnl or J,matbn boxes, V / /r \ S meppvrnn[rccwmnb>water softeros bock+vsh h uxmecUd to 6.Each ey>tcm atilt be equy>pw wiN a furotlonNg wamlrg>y>tcm I. FLOOD MAP DATA:robe drwell acccplcbb to To.n p Nlloge W Iklhg JYI:will atNaU atllbb a:d visual abm.tbt con be rcodi ' .rhncnb. 'S MAP e:56103LOI61H veP arm Heard bJ tb oauppU of tb WImNg served.The MAP DATE:09/252009 dn.nerm.mbm- -id,tO Irotdn.e m ,\ s B.I/A OhTE Nos atilt 1x watertmh.!pa comtructed of ea+0 crm pr�`wlae Inmcdbtc remote dlpm ratlliretbn[o Va OSM pmlcer FLOGD ZONE:X I.merpmis tlwt pe rat w Fat td exec>sN•c cor+p_bn or every dy the OIM oarea,ront. K•�� 1 2.SITE PROTECTION/SILT FENCIIG TO BE eA \ < e.All take me[be wabtmN[.Two mcNaq o1 pev tame pe fes'eteneeJKn are rot aslp< to lbw to arwlty pe INSTALLED AS REOUIRED BY THE TOWN OF / Ala T - a W watert M still be alVcr vacuvn Le>llen p water �' .curter da to to eg ann-N a rebor Farol wIN nape of SGUTHOLD. i 19 Pre>z,re teetlrlg P.'wer e•feble epmraN to ate tb>iaxm wlu a / ``am Paa 1 i mc4 s c7 Icllcw>. taurora`acP .per / AC - _ `\ \ varntL[ 3.SURFLOCATED WATERS 00 WETLANDS ARE NOT 1O.Vecwm x>thg:Seal tb enpty ip4 Ow apply a vrxua to our P B r� a..., LOCATED WITHIN 300'OF THE PROPERTY. (4)Ncnes(IOOmm)al mercury.Tn tpK b apprwed It 90%d I I.Ttb elcctrkal Jvmtmn box xrving Na pur.p mete db Moats _Nsipl2Y Lqp /' wmteew nm1� \ 1 I !�i - vaum s hid ip two mWte>. ,roar h wexrtNd em IpeUd wlsme the I/A OWLS Nk Nenmer, 4,ELEVATIONS REFERENCE NAND,1966 11.Hofer td> g:Scol td K fill tp wIN water W outle[Imere 2.Any bla.ere located wUme el th I/A OWLS volt mst ba placed 5.ANY V15I5LE W 1L 5 LOCATED WITHIN I50'evatip,let a nd l.r 34 Foum.Rcllll inc took to Ne.vtbt Nvcrt p pa0(wrcrcte,pbatic p flbcr )pd bye a I OF 5U5.ECT PROPERTY LINES ARE _ m J aPN tb]a*e,,perbd b compbte.L p d d I? >N:d O l enclaeure cover. gala eovgarao - addltbrol IOiacr p.rbtl.Toe Nk b a f�evctl 11 Hofer bvel b DEPICTED ON SITE PLAN. � 0 �Id fp Ne IOi:ar perksd.Wotcr pre a tcstF:g Is 9,All=P1 oM It..Vacs m»!kn a -id ommameG td be dery orotte alter wtollatp. hour access dp I". SVBDNISION INFORMATION \ _ \\\ G T1 M • 4.The!teats still x attache td a Scnaalle 4O P/L Ilaat V.e MAP OF'SYLORET ESTATES' 7 , g' •�e�/^`e - 1 W PUBLIC 6 O rho[cp be eoslhJ remwee Ip>ervle.p a >tment Ta fleaU LOT ib 1 i6 t n °r•'e�ro"I 5 A Y TER _ I.fbhrwcetl concrete shall bye o mNNsm,wmpres>Ive strength d'OII roe be attabtl U fro!once ma1n. FILE NO.55dO I` I ® (1 6 e M�dOrn'1 m no I S ¢ 1 1 FILED.UNE 05,146 IN THE OFFICE OF THE N 9p00 pounds per aquae van[psU a[2e-day>xt 5.The Dcpar[men!elmll d»erve Ne pop system operate flreuoh CLERK OF SUFFOLK COUNTY 2,well W.Icbwss still be.mhJmam d!Vree Nerves title>s Ve a npnal op.rd,Ne wcle. f a 3 a>mn be beer rertlima by a New Yak 4cenxe Prdembnal eJrop<cbp ter leakooe el tb Ip<e moN IRtNa will b.made _ 1 %L kWAO•iiE O Eaiaer c>cenpluno wIN all.ppreprk+ee regN.emenU N Nh w Va Pare test praecue. THE FOLLOWING LOTS WITHIN I50'GF PROPERTY wr0n,>AT HAT'° _ - wall reretructicn.all wclb,button pm tap Ww11 wrtah relnlorcw - UTILIZE PUBLIC v:ATER AS PER SLWA: -e 0 Z 1. to mane p aPPua Ipce.1 1 O poem pp egae Iooe(petJ.- ( _ In SGTM aICO0-84-4-102 `J 9.Pr. t toner to xcbp>atilt bd sedleo w1N ore flJ wM1 W kf l I ! m,bber joke x.lant,a1Kn 4.All xwcr sMll -�•.d / N Ppc. p.O trt Lb vcrtual>kbwall of th taMc .LNE 21, -7-T DO eF.all be sealed wIN grout or otbr maps axptabla to �epp}mcnt ouch as wvtertl�t xalee flexml.Ja1n!and tb pipe TEST HOLE DATA ket fa>tenea td Un ape wIN a[aNiees atxl rebatabm AMP ARCHITECTURE 1 -__- m LII.s r.vA�. O 10200 MAIN ROAD,UNIT 5A so �/ o -coNtrso -I- 1 o o : MATTITUCK,NY IIg52 p 9.Allo^dNU sbn be x.bd x=tb tank b wore"sht.Ste (516)214 0160 °`'\�A owls L ---- FI, I e PROJECT' s-114,BtNd V F tht pc cos[h plat regatta prig t rpprovol Iran Va DepAt 0e and me>t be xrt -leJ a Lkemed yy Fol.s>Ipal Engineer.A!a mhhun.th Imp pd Huth of a ' dp\ / • 'b'm1 O aU Nk:m>t tc nbrmlphkalhJ poured. EL•52.40' ZQ 1 Pea _ �s�enaTNE[L it 1 O 6..enp�a<tkal.<.rceel/ALwrseh.11rot b<.fad DL ERo„NLOAM ) �; � R �.�.' BRIDGE LANE LLC wNN gaukwaeer.Fp wtallatlom tint pe placed w1Wn 0 s9•xveL rn[IVeIlAY 1 .urdwemr.Nd tttp pd ems P.rtmr..uP to 16 N<na nave 1g' -- , / a� t LOT 16-SEPTIC Ils-It recorpa/exp.etee groNK>.ater elevation,of tb I/A Gw5 ,It stall be p-o ncncllVJcollu A ONT9 corsVl:cUo.h ccxs Jere Nis Is rot / \ rj"'Y \ l I - ctbcble,the V vKlas ebcvc Va FJp-c>t retatla/e d er a;a,.c�QIdatp 5P BROhN 5A�W TH \ a,•�, alp db lddk.md ld ene tgH p� Id aP.--. 5295 BRIDGE LN ,.In daxe he cdrcrem tp,ke pe-1-N gd d eb,h A51N `\ V I E" 55aae' ADD CUTCHOGUE,N.Y.11935 design prde»bro1 anal svGmR Woyarcy calculotbro to crave the \ --�_-_- - welgn!dr N.Nk(wltn p Altnd.e drcbrha p eb mtlluen er ) '�_�[-______-_ Wllpt)wA1 bo of leas IS Uro>mile fhp�tb weicht o!Nc water _ \ - - - -- -�� - - - ---- dleploccThbpc calculatKne shall be den l, nbpyt. mrm a., Sa6^Jaad2 IdO� DRAWING TITLE:_p. wddd NOTES SITE INFORMATION a�� SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL SITE PLAN � ` H.S. REFERENCE NO.: R-22-2168 S PEE FPA SAND wI H 10%e>FLAVEL '... PAGE: uT1uT+Pelt rA•�oX - -------- -- - - --- ---- --- SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES pd , APPROVAL OF CONSTRUCTED WORKS FOR _ _ _ { _ _ _ _ _ __ _ __ __ __ _ _ _ ` SP-101.01 ASINGLE FAMILY RESIDENCE DG• `) I - -- p�LL��- �an�-ems - -- -- -- � �n� n� - LOM-TENTS:NO 6RPJt0WATER ♦ I PRIVATE WELL t i D U\vv/ DATE:07/22/24 1 OF 2 - I EI'1LOJNTERED. I Date 8/05r2024 H.S. Ref. No. R-22-21sa _ I 1 r C G / P15TANGE5•TO SEPTIC SYSTEM-COMPONENTS` I_,.� The sewage disposal and water supply facilities at this location have been f 1EASUREE7 70z ;i a LDINe CORNERS) inspected andto(certified by this Department or other agencies and found I SYSTEM O-MPON'E-T CORNERAICRNEB' < - AUG - 9 2024 {tED y to be satisfactory FOR A MAXIMUM OF a BEDROOMS. � G"-HroRG-AGTIc ANbcc vA GWTS 24.G• i 51s' I < < -_- -_ (� 6''D°-20"O.POLYLGK DIST.BOX 30.0' 55.5' E' BUMDING DEFT. �r / I " -8'o x EFFECTIVE DEPTH L.P. 56.0' 280' ••�, 9r 637405�O CRe of Wastewater P.E.,CHIEF F'_b•e X 6 EFFECTIVE DEP H L.P. 55.5' :3: SITE PLAN TOWN Jai SQUTgQy. "Ps! + Office of Wastewater Management MEASUREMENTS AS PER SYSTEM INSPECTION CONDUCTED ON JAN 9TN,2024 BY A LLIAM KRAEBEL OF PATRIOT SM DEVELOPMENT INC. SCALE:I"=20'-0" NOTE MEASUREMENTS ARE TO THE CENTER OF COVERS. - a a S I NOLE LINE D I AORAM [o MAIN ELEGTRIGAL ZERO SETTING N PANEL AT DWELLING ON OFF DETECTION _d -6 m INDICATOR INDICATOR GIRGUIT - M} o c_zo MAIN BREAKER TCO C N O O t(p r O [V D INDICATOR j a CIRCUIT I ROM RAM LOG (a) OUTPUT GIRGUIT 4- -0 U TIME POWER SUPPLY m F-- AG (DG) INPUT GIRGUIT ONE-GHIP MIGROGOMPUTER RANGE/UNIT — SELECTORS + I U c I om-' Q DEDICATED,50 AMP ^ SINGLE-PHASE li GIRGUIT BREAKER ELEGTRIGAL SERVICE __TO HYDRO-ACTION PLC CONTROL PANEL a HYDRO-ACTION SINGLE LINE DIAGRAM I SCALE:NTS 5: Vl i � I f o '2RE E o s ; i (a)eeDRocM� FnwIDE o: I .I H I a OWELLIN6 SECONDARY SAFETY LOVERS BENEATH N F.F.EL.=555' PRIMARY LOVER PLL CONTROL POLYLOK 20'm (.A— FOOT)D w N N fIYP:ALL RISERS) PANEL w HPI20 SELLRItt GRATE CpyppE.f�pR REOD IF INLET P - FRE-LAST �O• ' ExcEEDs;-PER coNc.covER , ;: Go. '—E �..•-M.I.NMAN DRAT ..., MP VNL.4O'Rm SEDD.R 95 EL�4 w���:" B ELOW GRADE - 3,�,MI" —1 \ OR OMAX. �� O BRIDGE LANE LL,.I i.-FLO_,i—_ ] - MIN PITCH}•.I' MIN P TGN d•.I' - — ' I LOT 16-SEPTIC EL:504 MIN PITCH�•:I' I INV. INV. INV - BA=v Pr.T 4 Y � - �L�Rn�et�tsA�Tr �•MIN cRCP ����^,_•�c- _ - - PRWIDECASTIRON (PROVIDE END GAP �"'�� _ }s`".13. I PIPE E%TEhD1N62'-0• - STRleuncN eox TYPE LEVELING Vim! 5295 BRIDGE LN MIh FROM 411LDIN6 A DEVICES AT CUTLEiSJ .!-� - FouNonnoN � •� 1 r.l I � �DLLNrsi 4�� - � ,� ,,,•_ � +-. CUTCHOGUE,N.Y.11935 MYDRD-unoN AN600 i-� ^,`,._n \� I DRAWING TITLE: -- � WIRING DIAGRAM Y SYSTEM DETAILS BILL OF MATERIALS z ._ _ __.'/ \..�a -.. fir ITEM ' PM Y DESLRIPTIGN®� OTY. Qi - ' SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL H —_---- — N6OD i"w "wo''45",� � lo H.S. REFERENCE NO.: R-22-2I68 F POLYLOK 20" MIST. BOX DETAIL A leors,5 TANK.AN500 gas PRETREATMExr I —i PAGE: B J IEW02 5N6 STANDARD L TANK CONNECTING KIT —��-1 SCALE:NTS C — ICOIII /:.EMBLY.RE-LIRLLLAT10N:45LLYPLETE AM00_ — SP-102.01 D AN600-P AN600 w PurFowa cor+PLETE i E EC50-50L-120-PLC ° OF5,ELSOaO-L-I30-PLC �—I I. LEAL�N-0.'SwSTST-FGVRVA'6 BEDROOM RESIDQ:GE SMALL PROVIDE 4W FT-51DE-HALL AREA F --.— (]Jl H'O x 0'(EFFECTIVE DEPTIU LEALMN6 POOLZ PROVIDE 400 F EST OIL-WALL PREA y-� W INNOVATI <A RNATIVE ONSITE YtAS WATER TMENT Y [I/A Oh ) /ADEQUATE SPACE FOR(1)b'm.6'(EFFECTIVE DEPi11J LEACHING POOL FOR 50%EJ�ANSION MAS C \ fE A 51 N ND INSTALLED. /A OWFS SMALL HAVE A MINIHM TREATMENT L,e,PKltt OF 4a0 fiPD(a BEDRGbM^�. .'.��Q. ti�,�...� > s� �NYDRO-�AC�TION/-�4 MW PR�OV/ID�ES 660 6PD TF�ATMENi GAPALItt(6 B®ROOM MAK LAPALIttJ.� 3 LEAG 1I FOOL5 TO BE LONSTRW'TED OP P-GAST REIM1PORLED CONCRETE(OR MAU p pppK ..0 2. NSfALL MARK.SP2L5. 5. ALL COVERS SHALL BE OF PRECAST F�IhFORLED LONLRER(OR EDUALJ. {LED 5. A 10'THIN DISTANCE BETYrEEN THE VA OWTS AND EVILDIN6 K MAINTAINED,OR 5-M.M.DISTANCE IF BLILDIN6 15 UPON A 5LA0. POOLS SHALL 5E MAINTAINED. -T��, 4. A V MM DI5TAI:GE BETWEEN THE I/A OWl5 AND DIST.BO%(UV£N FF3ESEhTi SMALL BE MAINTAINED. 5. A 10'M.IN DISTANCE EETHEEN LEACHING POOLS AND WATER LINE SMALL BE MA1hTA1NEp. T0.'NlE B' 6 Al:B'MIN 5 N AL .ING AND I A CM: SHALL BE MAI TAILED 'OUT DEFUL FOR IFEAO NOT SUBACT TO VE MLQ TRAFTIC * ; NIL'YIEK.dL1FFNU[•A•6 tOR BR6'S.AL1ERWlfE•B'6 fCd II%WI[N RDG.E)t?ASIONICCh1ZCfAN " PTIC SYSTEM DETAIL 9r BNDs SE you GLEAN-OUT DETAIL FOFNEgr + SCALE:NTS SCALE:NTS i NYSIF JAN - B' 2024 New York state Insurance Fund PO Box 66699,Albany,NY 12206 nysif.com 13u9,ding nepartme nt CERTIFICATE OF WO �I�S',COMPENSATION INSURANCE A A A A A A 881819063 AMP BUILD LLC PO BOX 152 Ming MATTITUCK NY 119520152 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER AMP BUILD LLC TOWN OF SOUTHOLD PO BOX 152 54375 ROUTE 25 MATTITUCK NY 119520152 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12579 146-8 109020 10/11/2023 TO 10/11/2024 1/8/2024 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2579146-8, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,'VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY AFFORDS COVERAGE TO THE SOLE PROPRIETOR, PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. CONSTANTINO MARRA OWNER/LLC MEMBER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE SUR NCE FUND 4 41/ DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 833534505 U-26.3 NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE � 0 A A A A A 825376356 MARRCON DEVELOPMENT CORP. P 0 BOX 486 GLENWOOD LANDING NY 11547 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER MARRCON DEVELOPMENT CORP. TOWN OF SOUTHOLD P O BOX 486 54375 ROUTE 25 GLENWOOD LANDING NY 11547 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE H2449 442-9 109064 07/13/2023 TO 07/13/2024 1/8/2024 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2449 442-9, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT DANIEL MARRA MARRCON DEVELOPMENT CORP A ONE-PERSON CORPORATION THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. i NEW YORK STATE SUR NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 622406128 U-26.3 1 ® DATE(MM/DD/YYYY) .aCoRo ; CERTIFICATE OF LIABILITY INSURANCE 1/8/2024 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Sheila Maher Arthur J.Gallagher Risk Management Services, LLC PHC"No Ex : 516-622-2482 aC No:516-745-0082 1 Jericho Plaza Suite 200 nDORess: sheila maher@aig.com Jericho NY 11573 INSURERS AFFORDING COVERAGE NAIC# License#:BR-724491 INSURER A:Southwest Marine&General Ins Co 12294 INSURED MARRDEV-01 INSURER B: Marrcon Development/AMP Build 137 Glenwood Road INSURER C Glenwood Landing NY 11547 INSURERD: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:815305563 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IOLICY EXP LT R ADDTYPE OF INSURANCE INSD WVDSUBR POLICY NUMBER MMIDDY� MMIDD1YYri LIMITS LTR A X COMMERCIAL GENERAL LIABILITY GL2023RLH00503 12/4/2023 12/4/2024 EACH OCCURRENCE $1,000,000 DAMAGE TO RENTED CLAIMS-MADE F�I OCCUR PREMISES Ea occurrence $100,000 MED EXP(Any one person) $5,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY�jE LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTYDAMAGE $ AUTOS ONLY AUTOS ONLY Per accident UMBRELLA LIAS OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ PER OTH- WORKERS COMPENSATION AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANYPROPRIETOR/PARTNERIEXECUTIVE ❑ N/A E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Per Form GL 0225 1013-Additional Insured is provided with respect to the insurance afforded to such insured in a written insured contract. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Town of Southold 54375 Route 25 AUTHORIZED REPRESENTATIVE Southold NY 11971 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Suffolk County Dept.of Labor,Licensing&Consumer Affairs rio� ' III �; HOME IMPROVEMENT LICENSE V Name I ' k DANIEL MARRA 444JJJ i Business Name i •i 5 rf024 -This certifies that the J AMP Build LLC A L nearer is duly licensed :)y the County of suffolk 1 License Number:H1-67829 µry � RosatieDrago Issued: 01/20/2023 Commissiorer Expires; 01/01/2025 j 4fJvt 43; a .I CGenerated by REScheck-Web Software �(J Compliance Certificate Project Bridge Lane LLC Lot 16 Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,053 ft2 Glazing Area 32% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 5295 BRIDGE LN Anthony Portillo Anthony Portillo CUTCHOGUE, NY 11935 AMP Architecture AMP Architecture 10200 Main Road 10200 Main Road Mattituck, NY 11952 Mattituck, NY 11952 631-603-9092 631-603-9092 aportillo@amparchitect.com aportillo@amparchitect.com Compliance; Passes,Usi e - Compliance: 9.0%Better Than Code Maximum UA: 476 Your UA: 433 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 Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling: Flat Ceiling or Scissor Truss 1,603 49.0 0.0 0.026 0.026 42 42 Northeast Wall:Wood Frame, 16" o.c. 495 21.0 0.0 0.057 0.060 21 22 Door: Glass Door(over 50%glazing) 24 0.300 0.320 7 8 SHGC: 0.40 Window:Vinyl Frame 98 0.300 0.320 30 31 SHGC: 0.40 Southeast Wall:Wood Frame, 16" o.c. 1,001 21.0 0.0 0.057 0.060 50 53 Window 1:Vinyl Frame 116 0.300 0.320 35 37 SHGC: 0.40 Northwest Wall: Wood Frame, 16" o.c. 591 21.0 0.0 0.057 0.060 11 11 Door 1: Glass Door(over 50%glazing) 156 0.300 0.320 47 50 SHGC: 0.40 Window 2:Vinyl Frame 247 0.300 0.320 74 79 SHGC: 0.40 Southwest Wall: Wood Frame, 16" o.c. 446 21.0 0.0 0.057 0.060 16 17 Door 2: Glass Door(over 50%glazing) 24 0.300 0.320 7 8 SHGC: 0.40 Project Title: Bridge Lane LLC Lot 16 Report date: 02/15/23 Data filename: Page 1 of 2 Prop.Gross Area Cavity Cont. Perimeter Window 3:Vinyl Frame 135 0.300 0.320 40 43 SHGC: 0.40 Floor:All-Wood Joist/Truss 1,603 30.0 0.0 0.033 0.047 53 75 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date 6 Project Title: Bridge Lane LLC Lot 16 Report date: 02/15/23 Data filename: Page 2 of 2 2010 IEcc Energy LVJ Efficiency certificate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): o • . Window 0.30 0.40 Door 0.30 0.40 & Cooling EcjWpment Efficiency Heating System: Cooling System• Water Heater• Name: Date• Comments BRIDGE LANE LLC RESIDENCE D 9_0 41 T ��S a ` Q' A r- ' LOCATION MAP U PAGE KEY: Q PROJECT SCOPE: a- � 'RO'"` G-001.00 PROJECT LOCATIDN&SCOPE C) FROF'OSED NEW 2 STORY SINGLE SRE PLAN&ZONING DATA jS/ {-� ' FAMILY RESIDENCE a�/ �/ wdmlm tL / I PROJECT DATA 6/ •/�®amrJ ' I lfi0t7SG 261UN6 nATA r'i-f weaal' 3 - A NgVlQUGgaltb eglT. ' NIPANU / ------' _ LUNTY IO MMOV 'CP9T• —-—-—-—-— --L \ ee raaarrww sleexmara9ri p1 , Naa. Av..ror�u � A+ � g1 TOPN GCOC]DO,GCJ TAT€J i 1 1 I w wowsa a oe PROJECT: BRIDGE LANE LLC RESIDENCE ��, ,eTK ei AaA _- ---- ------- ------ -- - ---- Pwan.wvr_o+a 52958RIDGE LN rnr_ ICJ �'T I aMKK er, I� CUTCHOGUE,N.Y.11935 �Aila DRAWINGT[TLE: rwar oawr eTve 90 u. 9 SrMP I&ZONIN&SCOPE agp �er SRE PUW&ZONING DATA BRIDGE LANE Ior LwewAx aalaim-a� PAGE aNC.'aa5 G-001.00 �fe1TwLK to wiwY——_— —_— —_— —_��i•�rracuT�wY— —_—-.---.—f�cx uun�aU� Jam(ylOm41ti1 'Jo0 SITE PLAN m> 9LA18�•.n� vnvNADe 6Atit.At/awa»""'. t y: ..w:R Tear iawaaa�n'TD �aa,.LraT• .ww�.a e�aal„I..ea AI]LP. a�ta It�otl I960l.6661 �mow®GY.Tm Mglei 0.awn •,y 6cGQ ALL Pr��Ra'apo® • mfYJT!eUee•tD TLaiin•���' �'`� iPanoemev a,9oEt o.rr�� sane.Demo ,� PL�,111Gf'BE CRIFI(�4T10N AP R0 ED AS NOT OAI; EAD CONT�11 "BEFORE r. CE4T1)1CA*OF Odj,-9UPANC. DATE: B.P.# S0CI 9R-'qSED IN:WATER FEE• BY: SUPPLYSYSTEVCANNC NOTIFY BUILDING DEPARTMENT AT EXCEED 211.0 OF 1% LEA 765=1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: ' ELECTRICAL 1. FOUNDATION - TV':0 REQUIRED INSPEC,�,�,�H REQUIREDFOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION TRUSS PLACARDING REQUIRED 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE DO;NOT F'RO%EDIIIFI REQUIREMENTS OF THE CODES OF NEW FRRMING UNT'1t SU�iVI;Y YORK STATE. NOT RESPONSIBLE FOR UNDATION1C4C�t��t DESIGN OR CONSTRUCTION ERRORS. BEEN�APPR011 COMPLY WITH ALL CODES OF Must provide Manuals NEW YORK STATE & TOWN CODES per S an as D,J AS REQUIRED AND CONDITIONS OF P NYS Energy Code T NG BOARD S0j! RUSTEES Blower door �— and ductwork testing required. JCCUPANCY OR All JSE IS UNLAUVFUL exterior lightinginstalled,replaced or /VITHOUT CERTIFICAT repaired shall conform F OCCUPANCY to Chapter 172 of the Town Code RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. &WATER LINES T�: ING BEFORE COUERIN�"i. / i / EL.=53.80' \ W " Lli C `N 0) Of A ¢ 0 � zd- CL �.V s a,y - "°a�' .rY fin• 'r� `y,,, ~"tir,' ,„,� e '`-- - --- ..ate? O O +- -c O T V J 04 \ .'�.iFe ..x,�`ra4,°*" ". ���iiTTT"` r*q�. 9ny R ''., '.•'a€ a. ,,,.. ,�,..a,. Q � G O \ r SUBJECT PROPERTY "� •" f r� -3, 161 `` \ .'�F � �a f.4` 'k. � �, .�•, J. je i'.' P � .'� a � '.:�r• r. �..»"+ti+swFF*�'r -^°""y ` � ° ✓ \ - 'y,i'"` + l' . r„ '�`�'�'� ♦ .ram -'w, Y .:� 4—� 41 f'�. 'w3 '4 ,,!'' f,,.� •.yr.` a. '�&� ',t„ �L„y., '•'f:�t,.y-�'+yt� �•ry t• '.- ,C' � ( � � '�• � '\'r,g� t= .�" Y, ° ' ,, �aR ��.-�_- - ,.� � eg "` rl -Fji O e� PROP. &Vx4' U DRYWELL LOCATION MAP / SCALE: NTS �- A fA(5E <E� : c�PROP. BASEMENT O y % `� " 1 Q, eU / STAIR t �C `Q� - - R RSA, \ a Q a �� FRO,IE�T SGOPE : -- - -- n (D \ PROP. AG UNITS 1 �� V •QQ PROJECT LOCATION & SCOPE 0 Gas �_ � s yo 2�o I SITE PLAN & ZONING DATA FROFOSED NEN 2 STORY SINOLPROP. WINDOW - - , wELL \ .� F/�M ILY RESII7ENGE LINOL \ o L- PROP. GENERAL NOTES �o 4 0 POOL I ENERGY TABLE °� �� - 1 - - - �--- DRYWELL I — e o / \ - -- - �- - „ FfRO T T STRUCTURAL DESIGN CHARTS ,, „' _ / \ 2-STORY WD. ��--.- - - -- m I -- - a®O . Q FR. DWELLING \ - -1-� I\�L ui --- --- - — - - HOLDOWN, ANCHOR BOLT, W BASEMENT \ STONE PATIO -_ 1 L 1�\ - PROJECT / ZONINO DATA � STRAPPING, & NAILING U - - -- -- -- T-----T - -- -- - -_—- - - -- FASTENING SCHEDULE DETAILS /(EL.=52A2 \ 1 \ /`��(4 BEDROOMS) T p' -I - S / _ --I - - Z,- TAX MAP # 1000-84-0I-06.16 / / F.F. EL.=55.5' _�\�\� � � ��- --- ---- -- --- �_ ---_- _ -------_ -__ - -� -- ---- -- - - _ - -\ — _ / \ ZONING DISTRICT \ AG NON-CONFORMING \ 0�00�.00 FI�AMING GRAPHICS ' BEAM CONNECTION \ PROP. WINDOW T1 - - �- PATIO =� LOT AREA l O.Q ACRES O PATTERNS EXIST. / WELL \\ \ -_ -- ( ! SUFFOLK COUNTY HD APPROVAL PERMIT # 11 b _ ( �IREBLOCKING DETAILS HYDRANT / -- _ _ I BEDROOMS -'- --- -- 15.0' � 24.0' - --- PROP. 8'(Px4' o\ \\\ � - I ''ROf'L'SED FOUNDATION PLAN DRYWELL — _ />/RY WD 1 I � PROPOSED �, PROPOSED I I / I HABITABLE l� GROSS FR.ON SLAB E SPACE -=_==�I- AREA _ - - --- -- - 1 FIRST FLOOR AREA l bo3 S.F. 22a1 S.F. A- 102 .00 PROPOSED FIRST FLOOR PLAN / -- -- - - _ - 1,550 S.F. \ 14.0E OI - -_- - -- -- - SECOND FLOOR AREA I, 0 , l- - AREA TOTALS j 5,055 S.F. F- \T YARD T - - _ — I z �' I i rn \SOUTHOLD TOWN CODE 250-207 (A)(I) 1 j Lu PROPOSED SECOND FLOOR PLAN o PROP. 8'�x4' rit I LOT SIZE / AREA w� DRYWELL � I ( itl IN EXCESS OF 40,ci64.0 S.F. a64.0 S.F. ALLOWABLE TOTAL I � Al 40,000 --- -- - --_ - GFA - GFA - - -- -- ---- -- O _ / I� �.i 0 \ O (e) LOTS - lii CONTAINING UP TO ® .00 I PROPOSED PLAN SCHEDULES � O <J, GRAVEL DRIVEWAY m I &0,000 S.F. ALLOWABLE S.F. / PLUS 5% OF 5,100.0 S.F. 48.2 S.F. 5,1485 2 S.F. 3 841 S.F. EXCESS LOT AREA J - _. . - .__ _ - PROJECT: PROP. UTILITY POLE I I � - - _-_ -- - -- - As20 1 .00 PROPOSED EXTERIOR ELEVATIONS L NBURIE ELECTRIC ' LOT COVERAGE BRIDGE LANE LLC - - ---- -------- ----- - -- TESTI ! -- ----- ---' ------ ----- --- - --- ----------- PROP. SEPTIC RESIDENCE EXIST. \ EL.=52.40' DESCRIPTION (FOOTPRINT) AREA LOT \ HOLE I ADJOINING LOTS COVERAGE BCATCHA51N EL.=51.cI I L.=52.52' S.F. II II PROPOSED EXTERIOR ELEVATIONS TOTAL LOT AREA 40,a64 II -2 O 2 .®O c I60.00 - - .c - -- -- — ---- I� _ -\ 5295 BRIDGE LN 546°39'40"E PROP. DWELLING 1715 S.F. I - - 4.2% PROP. GARAGE L -- - - CUTCHOGUE N.Y. 11935 5'16 S.F. � 1.490 �\ \ EXIST. FIRE WELL ( - - - ---- - - _ _ _ j �01 •00 BUILDING SECTIONS _-----.----------- -- - - - ---- - I -- -- - ;,_PROP.-COVERED-PATIO '� 264 S.F. -- - - - O-63b----- DRAWING TITLE: ° ,I PROP. FRONT ENTRY STEPS Qo S.F. 0.2% \ PROJECT LOCATION & SCOPE to>Y� PROP. BASEMENT STAIRS-- - __ - - -- -- s= - - l-- -- - 62 S.F. 0.2% -- - - --- -- - - - --- --- - - - --- --- - SITE PLAN & ZONING DATA wI PROP. INGROUND POOL �I ��Q I •QQ DESIGN DETAILS w � f --- - - = I' 648 S.F. � 1.690 TOTAL AREA OF ALL STRUCTURES 5555 S.F. 8.2% a w� --- _-- - J'--T=- (LwIL +� - = J -- ------- - -- - - �I _ MAXIMUM LOT COVERAGE ALLOWED - 20� PAGE: DESIGN DETAILS REQUIRED SETBACKS - MAIN BUILDING _ ■ Uu - -_ I COMPLIES _-- - -- - - - - - - - - - _ , REQUIRED PROPOSED PROPOSED STRUCTURAL PLANS DATE: 02/02/23 1 OF 17 i FRONT YARD (PRIMARY) 50.0' 50.0' YES I EXIST. UTILITY POLE EXIST. UTILITY POLE EXIST. UTILITY POLE _----- (APPROX. LOCATION) (APPROX. LOCATION) (APPROX. LOCATION) FRONT YARD (SECONDARY) 50.0' IL 87.8' YES SIDE YARD 20.0' 40.0' YES SITE T PLAN - _ \' �s Q2 •QQ PROPOSED STRUCTURAL PLANS SITE LAYOUT NOTES: REAR YARD 60.0' 71.a' I YES I SCALE: I" = IS'-O" I. THIS IS AN ARGHITEGT'S 51TE P-AN 4 IS -- -__ ----- -- -- - �- - SUBJECT TO VERIFICATION BY A LICENSED \ �p AR SURVEYOR. THE INFORMATION C"�r --- REPRESENTED ON THIS SITE PLAN IS TO THE PROPOSED STRUCTURAL PLANS `� M.DRAINAGE CALCULATION.. —liv ARCHITECT'S BEST OF KNOWLEDGE. I O ® �C? Y NEW IMPERVIOUS SURFACE DRAINAGE SYSTEM INSTALLATION NOTES: 2. SURVEY INFORMATION WAS OB-AINED AREAS_ - - _ _ _ _ _ __ A MINIMUM OF 10' SEPARATION IS REQUIRED BETWEEN DRYWELLS 8 2,70 i S.F. - I � < - _ = I WATER SERVICE LINE, UNDERGROUND UTILITY LINES, 5EPTIG FROM A SURVEY DATED AUGUST 15, 2022 �ry ' 451.2 G.F. 2 RAINFALL EVENT AND PREPARED BY: IMPERVIOUS SURFACE AREA, COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS AND THE _ _ —`-- - _ - EDGE OF ALL FOUNDATION WALLS 42.2 G.F. VOLUME PER FT. OF 10-1 S.F. li A MINIMUM OF 5' SEPARATION IS REQUIRED BETWEEN DRYWELLS YOUNG T YOUNG ( O I •QQ DWV WATER SUPPLY RISER �` 740� 0 95V POOL _ _- 400 OSTRANDER AVENUE ��` - CONCRETE SLABS AND PROPERTY LINES PROVIDE (5) b'( X 4' DEEP DRYWELLS 11 CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL TELRIVEPHONE:EAD, (6 ) "72 GAS RISER OF NE TELEPHONE: (631) 727-2303 i i -- - -- ---_ - -- - -- NOTES I$ SPEC.I�I GATI ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION,CONCRETE, AND MASONRY ABBREV I AT I®NS � 0- 1. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 4 BETTER (Fb = &15) UNLESS THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT -- -----_-__ _ __ _ __ Q IT IS THE CONTRACTORS RESPONSIBILITY TO KML-T THIS CONSTRUCTION DOCUMENT ALL DEDNOT OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BE]NG PERFORMED AND SHALL COORDINATE THE I BD. BOARD - INSUL. INSULATION TOGETHER AT ALL TIMES. IT 15 AL50 THE CONTRAC•TOR'S RESPONSIBILITY TO READ ALL NOTES, PRESCRIBED HEREIN. WHEN IT CAN BE 5HOWN, AND THE AUTHORITY HAVING SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF i �� -__ _--------- - - _ l� -__--. -.===_ _ - _ - II SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIG TO WORK AGENCY THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR 1 BFE - -j BASE FLOOD ELEVATION - II INT. - - �I INTERIOR 2. ALL LUMBER IN CRAWL SPACES TO BE 18' ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. I I � W hi 8" MIN. FOUNDATION EXPOSURE. �� __ --_ __ _ - _ GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT BLDG BUILDING K - J -- - GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN, UNDISTURBED SOIL - I� KIPS (1000 LB5) - - � Q I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE I BM BEAM li PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (I) 2"xb" (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (I) TON/SQ. FT.,U.O.N. APPLICABLE BUILDING DEPARTMENT. IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. GOUNGIL'S WOOD RAME GONSTRUGTION MANUAL AND THIS PS FORMAT, AS I �� II MANU, SPEC.'S MANUFACTURER'S SPEGIFIGATIONS -- - - _---- =-1� __ MAX. MAXIMUM �C N APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN. OF 4'-O' BELOW GRADE, UNLESS B.O. BOTTOM OF -' � ALL DIMENSIONS, CONSTRUCTION AND APPLICABLE NFORMATIONLIKE OF EXISNTING EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, 'I' D L0 C) 2. ALL SHALL BE 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY "TEGO" OR OTHERWISE NOTED - - -�� - I _ _ STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. BOTTOM MECH. MECHANICAL PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. 1=_=-__._____ - __ - _---_- _-- - ___ ____- __ _ __ � � �_ CD 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL BOTTOM OF WALL 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL BE PLRGED AGAINST FOUNDATION WALLS B.O.H.�_ MIN. I MINIMUM I = e- AND AUTHORITIES HAVING JURISDICTION. - - RULES SPECIFIED IN I.I THROUGH 1.8. UNTIL I� TIER OF FRAMING IS IV PLACE. 1 'i �' - - - +' }, 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS,POSTS, AND BATH TUBS, G.J. CEILING JOIST - NORTH AMERIGAN VERTICAL DATUM OF I�$88 i i- D 4. ALL UNNOTED OR NON-VISIBLE EASENENTS ARE THE RESPONSIBILITY U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, 1. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWING5. COLUMN I O - Z v- OF THE OWNER/BUILDER INCLUDING END-JOINTED AND EDGE-GLUED LUMBER,SHALL BE IDENTIFIED NYC BC i NEW YORK CITY BUILDING CODE - a- OF N - - -- ---- -__ J 5. ANY OMISSIONS OR DISGREPANGIES OF PLANS AND/OR JOB CONDITIONS 1 ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-I/2" BEARING BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC TO BE FILLED -- - - -_ _ -- - - - -- WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. CONT. CONTINUOUS O.G. ON CENTER U SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING - - -- -- - _- =-_ -- __------= C CD 8. MIN. HEADER TO BE (2) 2"xl0" UNLE55 OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE f DBE. IrDOUBLE OCo. [OCCUPANCY �I O O '�'' �- WITH THE WORK. 6RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE G-003. L- ---_ -- -___- _---_ _ 9. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH HE IF I -- I' -c 0 -1"' Lo - - - - - --- -- -- - DFE �DESIGN FLOOD ELEVATION PBFE IPRELIMINARY BASE FLOOD ELEVATION '�•' N '+' 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE P.T. ___ _ _ _____ _ ___ _ UNLESS APPROVED BY THE ARGHITEGT/EcNGINEER. DAYS OF 4,000 P.S.L, U.O.N. DIM. - - Q O � O 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DIMENSION ,GONG. �I POURED CONCRETE REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. 10. L GO G TO T GO SS STRENGTH AT 2 --_- ! - _ _ 1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS BEFORE THE START OF FRAMING ROOF AND 15 OF COX GRADE UNLESS OHERWI5E NOTED. SEE FLOOR PLANS TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER �_ _ _ __ ON PAGE 0-003. GENERALLY, SHEATHING 15 OF I/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTG A I q0.1 STRUCTURAL GLUED LAMINATED T DECK JOISTS - PL. PLATE FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN A l' 8. DRY WELLS AS REQUIRED BY STATE ,AND LOCAL CODES. APPLICABLE. 1.5. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. _ EACH PLYWD. PLYWOOD WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 I -. - _ - -- __ _ q. DO NOT SCALE DRAHIN55, WRITTEN DIMENSIONS TAKE PRECEDENCE 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - ELEV. - - - �, ELEVATION II P.T. PRESSURE TREATED it NAILING AS PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS (1) WALL TIE PER (3) 50. FT. - �I - - - -- t I - i 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL _ CERTIFICATES CERT. OF OCCUPANCY OR COMPLETION AND J.L. APPROVAL j --- - - -- - - i REQUIRED -- --- - - �i +J EQUIP. EQUIPMENT 12. EXTERIOR SHEATHING TO BE COVERED WITH TYVEK HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURERS GODS 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, - - ° - EVALUATION REPORT. MAX. 32'-O" O.G., TO DIRECT AVY CONDENSATION TO THE EXTERIOR. EXIST. � EXISTING ( Ri RISER 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. _11 < l I ---= V AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN I EXT. EXTERIOR RM. ROOM 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (I) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. if UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEAHING. U51NO STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FINISH GRADE. i. - -- - ------- [R --JL--- - - ----- ___ II m PERMISSION FROM THE AR CHITECT.GT. i - - -- --- ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF F.A.I. FRESH AIR INTAKE ��R.R. �CROOF RAFTER 12. HE ARCHITECT IS NOT RETAINED FOR, SUPERVISION OF HE WORK AND 15 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOCUMEN, THE Ib. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES - - - - - ---- _ -------- - ---- I - __--- --- - - RESPONSIBLE FOR DESIGN INTENT ONLY. ; FAR I FLOOR AREA RATIO STL. STEEL EXCEED &'-O' AND AT EVERY &'-O". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40"F AND FALLING,UNLESS APPROVED BY ARCHITECT/ENGINEER. NO _ __15. 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, SEE ALSO PAGE F.A.V. FRESH AIR VENT I S.V. �I SMART VENT - -- - L_ G-004. L5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES U51NG PREFABRICATED Il. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY ! - -- -- - _ - - = --__ ---- =__ _- -_=__ -1 + - 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 5E5 SHALL MEET THE PROVISIONS OF THIS DOCUMENT THE ENGINEER. TIMES. AT THE COMPLETION OF WORK, Ti fE CONTRACTOR SHALL REMOVE ALL WOOD TRUS L ARCHITECT/ E E - -- C- -_ - �[ TO BE DETERMINED -- _ - - - ' FF FINISHED FLOOR TBD i I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS - -- RUBBISH, WATTS MATERIALS, TOOLS, ETC.,GLEAN GLASS AND LEAVE WORK ' NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE I8. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND FF E-- - - � FIRST FLOOR ELEVATION � TEMP GL. TEMPERED GLASS U BROOM GLEAN. ` -- _ _ __ ___-___-________ __ -- 11. WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, WHERE EVER APPLICABLE. I - - 1'1 PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES G-005. OR THE MANUFACTURER'S CODE EVALUATION REPORT. I F.J. FLOOR JOISTS THK. I THICK i 15. HE CONTRACTOR SHALL CARRY WOI?KHAN'S COMPENSATION AND GENERAL - __-�I_ iq. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A - = __ - - --- - I GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM 636 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK I - --- - - ------ < - - - - 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16" SPAN. WALLBOARD, ASTM Gal SPEGIFIGATION FOR GYPSUM LATH, OR ASTM Glq CONCRETE SLABS TO HAVE bx6 10/10 WELDED WIRE REINFORCING. I FRCS FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD a (n THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER SPECIFICATION FOR GYPSUM SHEATHING BOARD. -- - ---_ I V J COMPLETION OF PROJECT. Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED FR. FRAME TYP. TYPICAL � � n 1 AS PER PAGE 0-005. 1.1. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. I6" WIDE x b" ---- - -- - --- �� n VJ Il. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLE55 THE OWNER, „ MEET THE PROVISIONS OF ANSI/AHA A135.4 BASIC HARDBOARD OF DEEP 4 V-O" BELOW GRADE. FRPR. FIREPROOF JiL_O.N. UNLE55 OTHERWISE NOTED- 20. P.T. SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. - _- - ARGHITEGT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND -- - - --- -- - - -- - - - ----- - AGGORDANGE w/ AWPA C22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FTC. FOOTING VERT. VERTICAL AGAINST ALL CLAIMS, DAMAGES, L055E5 AND EXPENSES, INCLUDING TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER L8 STRUCTURAL PANELS: SITE WORK _ ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF - -- --- -- - - __- _ -- - - - METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD L8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL I. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR [GYP. BD. GYPSUM BOARD V.I.F. - ][VI IN FIELD - 7; LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE 2. VERIFY ALL GIVEN DATA ON DRAWING5. IF THERE 15 A DISCREPANCY, H.D. THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE A ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, _____ 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO CONTRACTOR IS TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. II HOLD DOWN INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN HE WORK MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND RECEIVE GLARIFIGATION FROM ARCHITEOVENGINEER PRIOR TO PROCEEDING. �------ �I W/ WITH - - - - - - ITSELF INCLUDING THE LOSS OR USE RESULTING HEREFROM�. (B) IS CAUSED IN - -- - WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION GF THE ETC. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY IHDR - HEADER it Na WOOD ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (PS2) PERFORMANCE STANDARD FOR - - -- - --=-- ___ _ _ ________ _ 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. _ ---_-- __ _ _ _____ ------ CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING - - EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY HANGER WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE HNGR �ZR - � ZONING RESOLUTION - 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF HE FOLLOWING: EVALUATION REPORTS. SITE. STOCKPILE ALL EXCAVATED MATERIALS. -- -__ -- '1 --- _-___- ___ _-_ -__------- , _ _ __ _ BE LIABLE REGARDLESS OF WHETHER OR NOT IT IS CAUSED IN PART BY A A. WEYERHAEUSER TRUSS JOIST 2.OE MIGROLLAM(2600 Fb) HOR. HORIZONTAL -- - - - ��- I PARTY INDEMNIFIED HEREUNDER. B. GEORGIA PACIFIC 2.OE G-P LAM Lb.2. ORIENTED-STRAND BOARD (055), WAFERBOARD ORIENTED-STRAND 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE - PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET ROOTS, ROCKS,AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE -- - --- 0. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING A. TRU55 J015T MGMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. • ____ _ _ ___ __ _ BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING,PLACING ALL TO BE INSTALLED AS PER MANU. SPEC.'S PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED 8Y THE CONTRACTOR 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS,SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR INSULATION FENESTRATION R O U I R 1� �1 T APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 22• I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. I AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, HE GOVERNING BUILDING GORE, GLASS WINDOWS AND DOORSL __ __ -_- ---- - - _- - _- AUTHORIZATION OF THE ARCHITECT/ENGINEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.&.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL 1. ALL GLASS TO BE INSULATED LOW-E,UNLESS OTHERWISE SPECIFIED. 1 I I 11 CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A20ed AND ANY I REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER PROPOSED DESIGN �.', CODE PRESCRIPTIVE VALUE $ Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. CLEARANCES ARE: PROVIDED. COMPONENT NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE VALUE I' G I TATI ON (PER 2020 NY5EGCC) COMPL I E5 PERTAINING ARE TO BE FIELD VERIFIED. - - - - - `iI I OUTER THIRDS OF THE SPAN SHALL NOT EXCEED OIL-SIXTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 3. ALL SLIDING GLASS DOORS,SKYLIGHTS, AND ANY GLASS UNIT INSTALLED J RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF AN51/AHA AIg4.1 CELLULOSIC _ _ ____ 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTING WORK WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLA55, - _-- -_--_ __- -_ - _ - EXGEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM C208 STANDARD SPECIFICATION FOR UNLESS OTHERWISE NOTED. WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. MAX. U-VALUE = 0.32 IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. U-VALUE = 0.25 FENESTRATION U-VALUE MAX. AIR LEAKAGE = 0.30 GFM/SF YES 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH AIR LEAKAGE = 0.30 GFM/SF SPECIFICATIONS, UNLESS NOTED OTHERWISE. 1.&.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN MANUFACTURER'S SPECIFICATIONS. - -- - PER R402.4.3 4-TABLE R402.1.4 CLIMATE ZONE4 I 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. -----]MIDDLE ONE-THIRD OF HE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD 1 5. ALL WINDOWS TO BE CAULKED AND 5EALED AS PER NEW YORK STATE R-4q GATT INSULATION, OR R-4q 22. PROVIDE FIREBLOGKING AS PER NE:W YORK AGGESSIBILITY STANDARDS. THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL ENERGY CONSERVATION CONSTRUCTION CODE. CEILING R-VALUE SPRAY FOAM INSULATION WHEN MIN. R-VALUE = 4q THESE PLANS ARE PROTECTED AGAINST ANY HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION INSUFFICIENT ATTIC SPACE PER TABLE R402.1.2 - CLIMATE ZONE 4 �I YES 23. PLEASE NOTE THAT L OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. REPORTS. 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR - - - - -- - - - - - - ---- -- --_ i UNAUTHORIZED USE UNDER FEDERAL LAN BY THE ARGHITEGTURAL WORKS11 I NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. ANY OTHER TYPE OF GLA55 UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. MIN. R-VALUE = 20 (CAVITY) YES II COPYRIGHT PROTECTION ACT OF Iggo (AWGPA), WHICH HAS SEVERE PENALTIES. EXTERIOR (2'xb") WOOD 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM 15 USED. THE CONFORM TO HE S:2.2. FASTENERS DTANDARDS SPECIFIED IN M 2.2.5 THROUGH M .2.2.1.AND CONNECTORS RS SHALL -T ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL R-21 GATT INSULATION ;I PER TABLE R402.1.2 - CLIMATE ZONE 4 FRAME WALL R-VALUE CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, ____ ____ _ L_- ___ _____ 1 CODES AND REFERENCE STANDARD: SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. I N NOTES, AND TABLES ON PAGE G-003 4 G-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 18.2.1 SQUARE: AND I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK ,I R-30 BATT INSULATION MIN R-VALUE = Iq z SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). 8. ALL GLA55 IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS �FLOOR R-VALUE I; I NEW PORK STATE PROPERTY MAINTENANCE CODE, AND 20�0 NEW YORK SHOULD BE GUARANTEED BY TI E MANUFACTURER FOR A PERIOD OF 5 YEARS. �' - - - --- - YES w STATE ,, SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING i SPRAY FOAM RIM JOIST 3 MIN PER TABLE R402.1.2 - CLIMATE ZONE 4 I STATE ENERGY CONSERVATION CONSTRUCTION GODEDENTIAL CODE, 2020 SCHEDULE). HOEDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAG SCREWS: LAG SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ - - - - - - ---- -- _-_ - - -__- -=_ J SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. SPEG.'s). ASME 150.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH COMPLIANCE STATEMENT: 2 I 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING,CONNECTIONS OF HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. ANOTHER WINDOW MANUFAGTUR_=R, IT 15 THE RESPONSIBILITY OF THE TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN V I 2.2.5. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH - - - ----I WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 [RE]. CONSTRUCTION MANUAL BY THE AMERIC.AN FOREST 4 PAPER A550CIATION 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE (AF4PA) AMERIGAN WOOD COUNCIL (Ah(G). WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD T'RU55 CONSTRUCTION, CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, V -- TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREME NTS ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS - 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE WALL w/STEEL SHIMS 4 A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. REQUIREMENTS. PLUMBING CODE. SECURE w/(2) 1/2" (P ANCHOR BOLTS (4" LONG EXPANSION BOLTS EXIST. WALLS 4 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND 10. WIDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN 5TAIRWAYS SHALL BE Q 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" GAGE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, TEMPERED GLASS. -- - --- MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS CODE. WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N.). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL TABLE R501.�7 HOWEVER, WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING GORE AND ANY 11. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. CLIMATIC GEOGRAPHIC DESIGN CRITERIA ADDITIONAL REQUIREMENT5 AS SET FORTH IN THE MANUFACTURER'S GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENT5 OF THE LARGE 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ I ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS - ---- - - --- _ _ ---_-_--- PROJECT: CODE, NFPA 10 AND 2020 NEW YORK STATE ENERGY CONSERVATION STANDARD SHEARWALL HARDWARE (w/ NOTED VALUES) 4 ANCHOR BOLTS, CODE EVALUATION REPORTS. MISSILE TEST OF ASTM Elggb AND ASTM EI886 AS MODIFIED BY 2020 NYS BC IF- - -- - --- - 1� - -J� SECTION 501.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET I GROUND SNOW LOAD 25 LBS CONSTRUCTION CODE. U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Ya BENT PLATE 8' LONG w/6" RISE 4 w/(2) /a"O BOLTS THROUGH CENTER LINE OF VERTICAL LEGS 2 2 5SPECIFICATION I FOR DRIVEN FASLS SHALL ITENERS: NAILS, SPIKES, AND STAPLES. ANSI/DASMA STANDARD THE hI 5�T5 OF AN APPROVED IMPACT-RESISTANT STANDARD OR I ALLOWABLE I!BASIC WIND SPEED BRIDGE LANE L LC ----------- ------ STRUCTURAL MEMBER I I - -- ---- - DEFLECTION 13o MPH GENERAL WIND PROTECTION CONNECTION NOTES: A T RESIDENTIAL I SET 6" DIST., U.O.N. - ADDITIONAL INFO. 5 O O G- . 2.2.6. PNEUMATIC NAILS AND STAPES: PNEUMATIC NAILS AND STAPLES 12. AS AN ALTERNATIVE TO NOTE #II ABOVE,WOOD STRUCTURAL PANELS WITH - - RESIDENCE CONSTRUCTION;55TD 10-qq AND 200 550 HIGH WIND EDITION WOOD FRAME ADAPTED FROM STANDARD FOR HURRICANE RE51ST N SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE A THICKNESS OF NOT LE55 THAN " AND A SPAN OF NOT MORE THAN 6' SHALL RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE CATEGORY G , ASPHALT ROOFING SHINGLES AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND L/I80 --__- -_-__- GONSTRUGTION I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLA55-A ASPHALT ROOFING MANUFACTURER'S CODE EVALUATION REPORTS. ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE W/ NO FINISHED CEILING ATTACHED TO RAFTERS I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, SHINGLES OR APPROVED EQUAL. PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS r-- - -- - SEISMIC DESIGN CATEGORY B - FLOORS,STUDS AND ROOF FRAMING SHALL BE PROVIDED. 2.2•1. SCREWS: SCREWS SHALL COMPLY WITH ANSI/ASME B 15.6.1 PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE INTERIOR WALLS 4 PARTITIONS H/180 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT WOODSGREWs (INCH SERIES). CORROSION-RESISTANT AD�T EAANGHORLS BE BE INSTALLED __ -__ __ _ -il 5295 BRIDGE LN 2 SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT,UNLE55 OHERN15E _ _ WEATHERING SEVE INCLUDED IN THE STANDARD ANCHORS BUILDIN GODS, SECTION NINr OF IBC SHALL NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE �+ LAND INE. 4A24" FROMRALR FROM EPOE L VALLEYS, AND ROOF FLASHING F EAVE TO 24" SCOND CONDITIONS. WALL ON THE BUILDING. FLOORS 4 PLASTERED CEILINGS L/360 -- 3'-O" CUTCHOGUE, N.Y. 11935 BE USED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. FROST LINE DEPTH 3. METAL PLATES, CONNECTORS, 5GREWS, BOLTS AND NAILS EXPOSED 3, PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF MEGHANIGAL GONNEGTIONS: ALL OTHER STRUCTURAL MEMBERS L/240 TERMITE it I! DIRECTLY TO HE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL ---- - I - �+ AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. CONSTRUCTION. - ---- DRAWING TITLE: I. ALL MECHANICAL GONNEGTIONS SPECIFIED AS "SIMPSON" MAY BE I EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH ; H/360 OPERATE TO HEAVY ! 4. ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. I--- .,-- ICE BARRIER REQUIRED YES 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD 5TRUGTURAL PANEL PLUMBING - - - --- 1­-----------j GENERAL NOTES - - - - SPECIFICATIONS. 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES !I L/240 SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE 5 NAILING OF ROOFING SHALL BE TO CODE. BY 'SIMPSON' MANUFACTURER. i• CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) _ __ L- PERMITTED ! __________ - ENERGYTABLE AND ATTPROVIDE EAST ONESTUD AT D AT THE TOP AND EACH SIDE OF OPENING.TTOM OF CRIPPLE D5, HEADER STUDS 2YPROVIDE HOTSTEMS TO SAND GOILD SHLT OFNO CODE F VALVES ANYS DEC TA�L FIXTURES. EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES ' L/I2o I STRUCTURAL DESIGN CHARTS 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING 6. CORROSION RESISTANT II GAGE ROOFING NAILS AD Ib GAGE STAPLES ARE 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES _INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL - - --- - - RAFTERS EXCEPT WHERE COLLAR TIES OF 1"xb" OR 2"x4" LUMBER 15 LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY 3. ALL WATER PIPING TO HAVE CLEAN OUTS AT ALL CHANGES IN DIRECTION _ LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF -T PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR LOADING VALUES ARE LESS THAN WHAT 15 SPECIFIED BY "SIMPSON" AND AT BASE OF VERTICAL WASTE PIPES. I RAFTERS. 2:12 PITCHES TO 4:12 PITCHES 4. USE 4" CA57 IRON THROUGH FOUNDATION WALL AND PITCHED AT 1/8" PER STRUCTURAL DESION LOADS PAGE: 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. g• ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF FOOT. ' THE SEALANT TO UPLIFT FORGES U51NG ASTM D 6381. 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER 2 - - - - - I OW& o 1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 45 AND EVERY MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLE55 OTHERWISE NOTED: FUSE LIVE LOAD DEAD LOAD' I6" WITHIN 4' OF EXTERIOR GORNER5. - DISH WASHER............................. b. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER - KITCHEN SINK.......................................2" v - u J U -- - I�-----� 0 • &. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED GYPSUM WALL BOARD SPECIFICATIONS OF THE PRODUCT BEING INSTALLED - LAVATORY..............................................2" EXTERIOR BALCONIES 40 psf 15 psf TO THE FOUNDATION WITH ANCHOR E30LTS HAVING A MIN. BOLT DIAMETER I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT - SHOWER/TUB..........................................2" OF g" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE COMPOUND METHOD. 1. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY - TOILET........................................................3" DECKS 40 psf I 15 psf j1 PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR ARCHITECT - LAUNDRY ................................................2" J BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 1' IN GO NCRETE/MA5ONRY 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLESS - FLOOR DRAIN.........................................3" - -- - -- ---- -- DATE: 02�02�23 2 OF 17 FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITF'IN 12" OR CORNERS OTHERWISE NOTED. WATER RESISTANT (W.R.) AT BATHROOMS AND WHERE b. ALL CONNECTORS SPECIFIED A5 A 'SIMPSON" TOP MOUNTED BEAM PA55ANOER VEHICLE GARAGES 50 psf I AS PER PLAN AND AT SPACING NOT EXCEEDING 4.' ON CENTER. DEEMED APPLICABLE. 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" BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. THROUGH ROOF. ATTICS WITHOUT 5TORAGE (MAX CLEAR HOT< 42") 10 psf I 15 psf 3. 5/5",ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS I ELECTRICAL: (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET 1. PROVIDE FROST-PROOF H05E BIBS WITH EA51LY ACCESSIBLE DRAIN 4 I. ALL NEWLY INSTALLED ELECTRICAL IHORK OR APPLIANCES SHALL CONFORM IN EACH DIRECTION BEYOND THE UNIT(S). AL50 AT HEAT PRODUCING DRAIN COCKS AS REOV. HOSE 5I55 SHALL BE PROVIDED WITH BACKFLOW ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf TO 2011 NATIONAL ELECTRIC CODE, NFPA 10 AND 2020 NEW YORK STATE EQUIPMENT,CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL PROTECTION. I 11 ENERGY CONSERVATION CONSTRUCTION I GORE. CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. ROOMS OTHER THAN SLEEPING ROOMS 40 psf ! 15 psf INSULATION 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED p ----I 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES,CORNERS, AND EDGES SHALL BE I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED WITH BACK FLOW PROTECTION. COMPLETION OF WORK. TAPED AND RECEIVE THREE COATS OF JOINT COMPOUND. ALLOW 24 HOURS FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. SEEPING ROOMS 30 psf 15 psf �Rp TO DRY BETI^IEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. FOIL TO BE PLACED TOWARD WARM SIDE. q. THE HATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL ---- - -- - -- ---- - c M. p� 1C` 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 12: HEALTH DEPARTMENT STANDARDS AND REGULATIONS. STAIRS 40 psf IS sf ~ v - GENERALLY,VERIFY OR PROVIDE HARD WIRED 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION p �- �A ALL OPENINGS. CONTRACTOR OR OWNER. GARS SHOULD BE TAKEN NOT TO DAMAGE TO GONGEALM NT OF PLUMBING.IS REQUIRED BY LOCAL JURISDICTION PRIOR GUARDRAILS AND HANDRAILS 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS ND ROUND _____________ __ ______ _ ________ SMOKE DETECTORS w/ BATTERY BACK-UP IN: WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY 1 �� 200 psf 15 psf I Ix ? rti.:` O A. EACH SLEEPING ROOM b. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE G-003. FOUNDATION WATERPROOFING. i--- `t 1 °I, _ II. NOTCHING AND BORING OF STUDS, JOISTS,RAFTERS AS PER BUILDING CODE. ' * t ] -1.--,� I �,r aC B. OUTSIDE OF EACH SEPARATE SLEEPING 3. GENERALLY, UNLE55 NOTED OTHERWISE, INSULATE AS FOLLOWS: NO NOTCHING AND BORING OF 5TRUCTURAL MEMBERS SHALL BE PERMITTED j 12 psf FOR ATTIC .:�--t_;�.ctl- ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf FOR LATH. S 4, () AREA IN THE IMMEDIATE VICINITY OF - q" R-50 FOR FLAT CEILINGS NOR ANY POTENTIAL DAMAGE THEREOF. ! I /`� G3740 A THE BEDROOMS (GENERALLY THE: HALLWAY) I. MECHANICAL AND FUEL GAS SYSTEMS SHALL COMPLY w/THE 5.25" -1 3FO FOR VAULTED AND CATHEDRAL CEILINGS _ _ I__- -� _ i -q�` V` , MECHANICAL, FUEL GAS: _ '�`'w - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION ---- ---- -- - G. EVERY LEVEL OF DWELLING - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH �`" E �� (BASEMENT, FIRST FLOOR, 4 SECOND FLOOR, ETC) NY5 MECHANICAL CODE AND FUEL GAS CODE - 5.25" R-21 FOR FLOORS ASGE l-I6 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) # OLDO1�lN DETAILS T�F I SAL NA I L I N0 STRAf�I N0 I,RI EOU � REMENTS FOR r - _ -- --FASTENING SCHEDULE A _ -- - Q ALL HARDW ARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER UFL I FT, SHEAR/ � LATERAL Y `4 I ND RE S I STAN�E I NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS O SU13STITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PACE 6-003 FOR STRAPPING AND NAILING REQUIREMENTS, W "ALL STRAPPING TO BE (Y4"x 20 GAUGE** -- "SIMPSON" EQUIVALENT - 0520 (C AND ROUGH OPENING FRAMING REQUIREMENTS)OILED STRAP) � J ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE 0 y�USE IOd NAILS IF STRAPPING IS OVER PLYWOOD; TYP. FOR ALL M m jf- - --_- — .� w (SCHEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) Q — HOLDOWN 'A' HOLDOWN 'B' FASTENER SPEC. FASTENER c L(V DESCRIPTION ' ' SPACING � � O IV CONNECTION A j - _____ --- -- AND QUANTITY _ FOR NEW 4 EXIST. FOUNDATIONS AT RAFTER TO RIDGE ROOF i$ GE I L I NG FRAMING �- O I.DIM's ARE ALL MIN.#'s BASED ON USE OF ONLY A Ibd -- - -------__ _ ENDWALL CONNECTION: COMMON NAIL w/o PREBORED HOLES. - -- _---- - ---- -- -._--- —- -----____-.—_ O ENDWALL RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE CG-003 PER RAFTER V (5) 2x FULL (5) :2x FULL CORNER STUD 2 2.WOOD IS ASSUMED TO BE D,F,#2 3 STIR. IN DRY USE -- - r HEIGHT STUD HEIGHT STUD FOR STRAP - 4 8 d* COMMON R.R. CORNER STUD ONNSFERD TO 2" n CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE G-003 PER JOIST U TRANSFER SHEAR NAILS ® EA. END OF STRAP. ONNEGTED TO ; 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL TRANSFER SHEAR ! �Y (EVIDENT DURING INITIAL IN5TALLATION)PREBORE THE NAIL �--+�� ! � • • • CEILING JOIST TO PARALLEL RAFTER (PAGE-NAIL) SEE PAGE 6-003 EACH LAP 0 0 / HLOCATIONS OGATNIo NOTED FOR ROOF SLOPES UNDER 5:12 WITH • • HOLES,SET NEW MEMBER. � O -�-+ � I �� 2-Ibd COMMON . . ✓✓✓ 2-I6d COMMON ON PLANS AIO.G. IF BLOCKED ROOF SPANS OF 24 OR GREATER, /• • : : 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED — - - — -f'j N +' CORNER POST END OF STRAP. �•. 5.SEE SECTION b FOR ANY REQ T TO CLINCH THE NAILS(TO - - -- -_-__ NAILS ® 6' O.G. d USE b 5 d COMMON NAILS ® EA. CEILING JOIST LAPS OVER PARTITIONS(FACE-NAIL) a-I6d COMMON EACH LAP I C O 0 .� ID' O.G. IF BLOCKED �GOR G.J./G.TIES Q r- � O CORNER POST - TIGHTLY BOND THE END OF THE NAIL TO A a0° ANGLE,SEE COLLAR TIE To RAFTER (FACE-NAIL) SEE PAGE 6-003 PER TIE VO THE ABOVE ASSUMES A RAFTER n b.DIMENSIONS AREDERIVED FROM THE NOS COMMENTARY -I. "SIMPSON"AN HDQB , SPACING OF I6 O.G., FOR SPACINGS BLOCKING TO RAFTER (TOE-NAIL) 2-&d COMMON EACH END -- - - HOEDOWN ANCHOR ® ! „ SECTION 12.4-PLACEMENT OF NAILS d SPIKES E TABLE LOCATIONS NOTED A OF 24 O.G., INCREASE NAILING BY A OR 4-1. --- ON PLANS j �' ° �, "/' FACTOR OF I.S. I�' RIM BOARD TO RAFTER (END-NAIL) 2-Ibd COMMON EACH END CONNECTION BI B2 AT RAFTER TO TOP PLATE TO STUD WALL FRAMING - GONNECTI ON: -- U FOR NEW P. GONG. FOUND.'s _ / HOEDOWN INSTALLATION OPTIONS: • ____ ! FOR STRAP - 4 8 d* COMMON NAILS ® EA. �� TOP PLATE TO TOP PLATE (PAGE-NAIL) l' 2-Ibd COMMON ' PER FOOT - - - -- - ---- 4� m HOEDOWN CAST IN PLACE w/ /8"� THREADED ROD END OF STRAP. ' TOP PLATES AT INTERSECTIONS (PAGE-NAIL) f 4-I6d COMMON JOISTS - EA. SIDE i FOR EXIST. P. GONG. OR NEWLY GURRED FOUND.'s SEE I WHEN IN TOWN OF ISLIP OR NAILING j Wl8"(P THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO • • NOS GEOMETRY EXCEEDS THAT PERMITTED IN ' ' F ----- - - -- --�—J I -- CONCRETE w/ "SIMPSON" SET(HIGH STRENGTH EPDXY - -� B I MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (FACE-NAIL) ! 2-Ibd COMMON 24" O.G. * — ADHESIVE), 4 FOR TEMR's O°F-40°F USE "SIMP50N" AT SIMP50N #H2A (OR EQUAL) RAFTER TIE HEADER TO HEADER (PAGE-NAIL) Ibd COMMON Ib" O.G. ALONG EDGES (HIGH STRENGTH ACRYLIC ADHESIVE) 1 • FOR TOENAILING - 3 8 d COMMON NAILS - ---- - FOR EXIST. /NEW G.M.U. (GONG. BLOCK) USE SAME • TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON It PER STUD ( l FILL TOP 2 COURSES SOLID b CAST IN PLACE HOEDOWN CONNECTION FOR G.J. TO R.R. - 9 16 d COMMON NAILS w/7/&"0 THREADED ROD REQUIREMENTS FOR — BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, RAISED G.J.'s(WHEN 2-I6d GOMMON I2 PER FOOT APPLICABLE) AT G.J. TO G.J. CONNECTION: ENDJo1sT, or BLOCKING (PAGE-NAIL) O TO STUD BO 8 OR BE O -- -_- -__ -- --- - - -- - -_-- _ I_ -- - HOLDOWN 'C' HOLDOWN 'D' 2 16 d COMMON NAILS FOR G.J. TO G.J. - Cl 16 d COMMON NAILS FLOOR FRAMING FOR NEIN $ EXIST. ------- - --- -- FOR NEWLY POURED CONNECTION GI C.2 JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL), 4-Bd COMMON PER JOIST FOUNDATIONS FOUNDATION ® ONE STORY ONLY ----------- (3) 2x FULL ENDWALL I BRIDGING TO JOIST (TOE-NAIL) 2-&d COMMON EACH END HEIGHT STUD _ CORNER 5TUD CONNECTED TO ° BLOCKING TO JOIST (TOE-NAIL) 2-Sd COMMON EACH END TRANSFER SHEAR HEIGHT STUD • �i2 AT STUD TO FLOOR ASSEMBLY -_- --__ ._ _ - "SIMPSON" HDQB TO STUD CONNECTION: BLOCKING TO SILL or 3-I6d COMMON EACH BLOCK �, TOP PLATE (TOE-NAIL) HOEDOWN ANCHOR ® 2-Ibd COMMON . ° LOCATIONS NOTED NAI_5 ® b" O.G. d ON PLANS C O.G. IF BLOCKED G I FOR STRAP - 3 8 d* COMMON j;�LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST ' CORNER POST - I JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-8d COMMON PER JOIST 2-I6d GO MON I I - -- ----- - - FOR EA. PLATE TO STUD ABOVE 4 OR � BELOW 2 I6 d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 3-Ibd COMMON PER JOIST NAILS ® 6" 0.�. - BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) - 2-I6d COMMON PER FOOT ROOF SHEATHING j 1 STRUCTURAL PANELS: - a INTERIOR ZONE "SIMPSON" STHDI4RJ CONNECTION DI D2 SOLID PERIMETER EDGE ZONE 3 ad COMMON b" EDGE / 12" FIELD BLOCKING Sd COMMON b" EDGE /6 FIELD HOEDOWN INSTALLATION OPTIONS \ j, o EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ 8d COMMON 4" O.G. UP TO 51" RAKE OVERHANG FOR NEW P. GONG. FOUND.'s - HOLDOWN CAST IN PLACE w/'7/b"4P THREADED ROD AT STUD TO FLOOR ASSEMBLY TO SILL CEILING SHEATHING FOR EXIST. P. GONG. OR NEWLY GURRED FOUND.'s PLATES) CONNECTION: D2 _ -I/800 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO - -- CONCRETE w/ "SIMPSON" SET(HIGH STRENGTH EPDXY r7 1/2" MIN. ( GYPSUM WALLBOARD ADHESIVE), 4 FOR TEMP.'S O°F-,40°F USE "SIMPSON" AT _ FROM * 5d COOLERS 7 EDGE / 10" FIELD (HIGH STRENGTH ACRYLIC ADHESIVE) CORNER I ° FOR STRAP - 3 8 d COMMON NAILS ® EA. ONE #4 RESAR _ ---- _ END OF STRAP(WRAP STRAP UNDER SILL FL.) SPECIFIED ON �� ! WALL SHEATHING FOR EXIST. /NEW G.M.U. (GONG. BLOGKZ TYP. FOUND. NOTE • j JL FILL TOP 2 COURSES SOLID 4 CAST IN PLACE HOLDOWN S ° FOR EA. PLATE TO STUD ABOVE 4 OR BELOW w/7/8"� THREADED ROD 2 16-d COMMON NAILS I STRUCTURAL PANELS ad COMMON 6" EDGE / 12" FIELD ALTERNATE CONFIGURATION - ABOVE STUD TO OYP5UM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD FLOOR CONNECTION w/ # LPT4 SIMPSON (OR 8a NAILS STRAP w/ ` - - _---_ _--- ------ --_- z N A I L I N G/S TRA F F I N O W I N D O N/DOOR HEADER STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES OF EA.STRAP To � � EA.JOIST-(FOR FLOOR SHEATHING (SUBFLOOR) NOTATION: ALTERNATE USE 5IMP50N H2.SA) ---- ..-_ _ - - - ____- -- �� �� - I O STRUCTURAL PANELS: -- -- -- _ U - --- - - -- - A - NUMBER OF 5d NAILS ® EA. END OF STRAPPING(2015 WFCM,TABLE 3.-1,P. ISa);WHEN STRAPPING GONNEGTI ON E I" or LE55: REQUIRES OVER 14 NAILS,USE 51MP50N G516 STRAPPING(OR EQUAL). I ad COMMON 6 EDGE / 12 FIELD L' B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (200 WFGM,TABLE 3.235, P. 2ql) - GREATER THAN --- - -- - - IOd COMMON - 6 EDGE / 12" FIELD -- - - C - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER(2018 WFGM,TABLE 5.230,P. 292; • ��,� ALTERNATE AS PER TABLE 5.250,P. 243) I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED b" O.G. AT THE PANEL EDGE. W A ";''I _11 �-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 SHEATHING NAILING IS REDUCED. Q (2015 WFGM, TABLE 3.'1,P. I6a) ° FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER. G E - NUMBER OF JACK STUDS ® EA. END OF HEADER(2018 WFGM, TABLE 3.22F,P. 25&). TWO SETS OF e e a PLATE(S) CONNECT)ONSHEAR VALUES ARE GIVEN BASED ON WHETHER HEADER CONTAINS 2 PLIES OR 3+ PLIES °° 4 ° ° SLAB ON GRADE APPLICATION: ALTERNATE G0INNEGTORS SHALL USED TO MAINTAIN THE LOAD PATH.SHALL BE DOUBLED,, OR F - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILLS)® EA. SIDE a 4 a a °� ° 4 ° 4 2 - WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF PROJECT: B (DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 5.5,P. IaU ° * NAILS SHALL BE PERMITTED TO BE REDUCED TO I-I6D NAIL PER FOOT. FOR STRAP - 3 8 d COMMON NAILS ® EA. s - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH ! 4� - - --- -- END OF STRAP (WRAP STRAP UNDER SILL FL) BRIDGE LANE E L LC FASTENING SCHEDULE B 4° ° 4 a 51DED OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS j(a II F a ° I (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION) FOR EA. PLATE TO STUD ABOVE d OR BELOW - ° RESIDENCE A 1 ° Z I6 d COMMON NAILS - - --- --- t —� NOTATION SIGNAGE FOR TRUSS TYPE PRE-ENGINEERED _ ROUGH A B G D E _E �F WOOD AND OR TIMBER _ / CONSTRUCTION 5295 BRIDGE LN - - - - ---- � (2-PLY) (3 PLY) ' OPNG 2-O 4 I I 2 I I THE FOLLOWING SIGNAGE SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 2 TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE CUTCHOGUE, N.Y. 11935 -- - -- RESIDENTIAL STRUGTURE AT A POINT IMMEDIATELY ADJAGENT TO THE ELECTRIG BOX OR 4'-0" 7 1 2 - 1 5 2 I 3 GABLE ENDWALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE -_---_ __1 SFL I C I NO OF TOF FLATS AUTHORITY HAYING JURISDICTION: * - PROVIDE (2) 2"xlO" HDR (MIN.) U.O.N. b'-o" I 1 2 4 BRACING/STRAPPING DRAWING TITLE: (B) - REQUIRES SILL PLATES OF 2"xb" (MIN.) ---' - -- - ; - _ FOR RAKES 12"OR HOLDOWN ANCHOR BOLT II I 3 4 3 I 14 2 3 5 3 2 5 TOP SPLICE -� BLOCKING 2 LESS PROVIDE TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK ® BLOCKING a 12'O.C. CONSTRUCTION TYPE DESIGNATION SHALL STRAPPING & NAILING DETAILS I LENGTH FOR WIND - EXPOSURES B$0 - FOR WIND - EXPOSURES B8G - 4'-0" O.G. TO ACHEIVE RAKE O.H. BE "1", "II", "III", "IV", OR "V" TO INDICATE 17 1 2 4 ' 6 �4 3 6 ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF THE CONSTRUCTION CLASSIFICATION OF FASTENING SCHEDULE —'--- all THE STRUCTURE UNDER SECTION 602 OF - - - L BUILDING MINIMUM SPLICE''2a'` BUILDIING MINIMUM SPLICE'-2a'` THE NYS BC. L ` DIMENSION (FT.) LENGTH (FT.) DIMENSIDN (FT.) LENGTH (FT) - TYP. STRAP w/(3) , PAGE: - ea NAILS EA. END DESIGNATION FOR STRUCTURAL 12'-O'-- 2'-O"/2'-6" 12'-�j 3'-O" OF EA. STRAP 6" DIAMETER COMPONENTS THAT ARE OF TRUSS TYPE, ' I 111 /� 16'-O' 3'-0../3'-a° ! Ib'-o° �� 4'-0° ATTIC PRE-ENGINEERED WOOD, OR TIMBER ANC.IHOR E30LT Sf'E� I F I SAT I ONS -- -- - - ,I --- CONSTRUCTION AS FOLLOWS: 0 0 0 0 0 F = FLOOR FRAMING, INCLUDING , BLOCKING 2 BAYS -- GIRDERS $ BEAMS SPECIFICATION (2018 WFGM TABLES 3.2A 3.28, P. 157-I60) BACK® 4'-O" O.C. - "R" ROOF FRAMING 24'-0" 4'-0"/�'-o' �4'-0" 6'-0" DATE: 02/02/23 3 OF 17 CORNER 3a�� "FR" = FLOOR � ROOF FRAMING CONDITION FOR ALL STRUCTURES: • 5/a"� ANCHOR BOLTS ® 55" O.G. 28'-O" # • 32'-O" b'-O"!T'-6" 32'-0" SECOND FLOOR 0 ry •. LU NOTES: I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE7'-O I. MIN. 7" EMBEDMENT INTO CONCRETE LENGTHS,THE NAIL SPAGINC SHALL BE REDUCED IN ORDER TO 40'-0" j 8'-O"/10'-O" 40"-O" .. CONNECTION USING 2 Ibd NAILS PER FOOT.FOR SHORTER SPLICE BLOCKING 2 BAYS � PROVIDE AN EQUIVALENT NUMBER OF NAILS -- -� BACK® 4'-0" O.G. ° END w/ 3" 5QUARE WASHER5 AND END NUT SETUP; - j ,• `( t A CONDITION TOP TWO COURSES SOLID INTEEDBSPLIGE LENGTHS ASSUME A BUILDING LOCATED 50'-O" 10'-O"/12'-6" O'-O' - Sd NAILS EA. END -_� STROKE �(i `ram _ �r1 ��� ry 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 4 FILL ° 13'-O" _ — L TYP.STRAP w/(3) T 3.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60'-O" I 12'-O"/15'-O" I 60"-O" I6'-O" OF EA. STRAP � 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT - - - FIRST FLOOR •fir R LATERAL LOADS SHALL BE MULTIPLIED BY H/5; 70 O 14'-O 70-0' 19'-O" PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWNS FOR SHEARWALLS FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE " - - - - NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): 3• FROM ENDS AND CORNANCHOR BOLT5 ARE ERS (BE B TWO a CORNERS) a'wALL_1.I25 �Ij__-- - -� - J - 8o"-O" 22'-O" (SEE DIAGRAM TO LEFT) IO'WALL 1.2s BLOCKING 2 BAYS REFLECTIVE REFLECTIVE - -- "� n'WALL- 15-15 RED FANTONE WHITE b,�� I2,WALL- 1.5 THIS COLUMN w/MULTIPLIER BACK ® 4'-0" O.G. # 4. COORDINATE W/ HOLDOWN LOCATIONS FOR 10'-0"WALL 187 4.TOP PLATES SHALL BE A MINIMUM OF STUD CRAVE MATERIAL MISCELLANEOUS FRAMING GRAPHICS _ - _ - CONTINUOUS BUILT-UF OIRDERS, 5 OR MORE SUFFORTs }�I RM I,�I }�I (THAT EXGEED FRAMING STANDARDS, IT 15 REO'D FOR FRAMER TO HAVE A I ��� I�� � �� � � Y���� RM I�i� WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE ;__ ASSEMBLY REQUIREMENTS: ENGINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) p AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) - BETWEEN 1/6 CONNECTION d 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED W PATTERN DESCRIPTION I TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER W BLOCKING UNDER LOAD BEARING WALL THREE OR MORE SUPPORTS, JOINTS ARE TO BE \ I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES -� Q - MAX.52" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOPPING. NON-LOAD BEARING WALL OFFSET FROM SUPPORT A (2)ROWS IOd NAILS 0 12"O.C. P, THE SPAN LENGTH FROM AN INTERMEDIATE w 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST Q +� I _ - SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE Ti STUD B (3)ROWS IOd NAILS o 12"o.G. F SERVES AS FIRESLOPPING. N LL _ P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE � � - -- - - - - C) SUBFLOOR (2)Rows I/2 m BOLTS o 12•O.C.5rAG6ER�; � JOINTED ON THE SAME SIDE OF THE SUPPORT. 3. FOR PLATFORM FRAME GONSTRUGTION: THE SOLE AND DOUBLE � � SUBFLOOR G DBL.m ENDS TWO-PIECE PLATE SERVE AS FIRESTOPPING. / SOLE PLATE ---- _ BUILT UP GIRDER P I MAX.32" � r D - (2)-Rows v2• m BOLTS® 16•O.G. - - TWO IP EGE GIRDERS ARE TO BE NAILED FROM ONE \ 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE — 10 SOLE PLATE �� JOIST SERVES AS FIRESTOPPING. E (z)Rows v2" m BOLTS® 24'o.c. SIDE WITH IOd NAILS, TWO NEAR EACH END OF -__-�- --- -___- ------ -_ - --___-� BETWEEN vb EACH PIECE, OTHERS STAGGERED WITH A DISTANCE \ E O z 5. FIRESTOPPING SHALL BE 2 INCHES OF WOOD BLOCKING (2)ROWS 3-3/&"TRUSSLOGK SCREWS a I O.G. l d I/4 OF A OF Ib INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BUSTIBLE FILL. 0- N SCREWED ON lU SIDE of MEMBER _ -_ll LINE;OR GIRDERS ARE TO BE NAILED FROM EACH jn` - i', J "O �C SCREWED ON(I)SIDE of MEMBER - SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH v - b. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE U -- S ROWS ON(I) SIDE O ME SCREWS m Ib"o-c�l JOIST, OTHERS STAGGERED w/ A DISTANCE OF 32 /j y _ f AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN 6 (2)Rows 3-3/8 TRu59LOGK SCREWS® 24 O.G. P BETWEEN NAILS IN A HORIZONTAL LINE. / =- % JOISTS SERVE AS FIRESTOPPING. O C) .— HIZ SGR WED ON(I)SIDE OF MEMBER -----.=I THREE-PIECE , O JOIST 1. FOR PLATFORM FRAME GONSTRUGTION: THE SOLE AND MAXIMUM OFFSET J (2)ROW5 5"TRUSSLOGK SCREWS O 12"O.C. BUILT UP GIRDER MAX.32 THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d \ 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS O MATCHED SIZE OF BLOCKING SCREWED " BOTH SIDE OF MEMBER P NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. 4 III \� SERVE AS FIRESTOPPING. Q e- � O JOIST DEPTH, d \ \ `;\ UNDER NON-LOAD BEARING ^(SCREWED ON BOTH SIDE OF MEMBER "o.c. OTHERS STAGGERED w/ A DISTANCE OF NOT MORE 1 FIRESTOPPING AND K f PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE L - BLOGKING ' / � 3 8. THE HEADER SERVES AS FIRE-STOPPING. - - - -- -______--_ _-, - a 1/4OF A THAN 52 BETWEEN NAILS IN A HORIZONTAL LINE. J I� DOUBLE PLATE � - ___ I scREwED ON BOTHSIDE of MEMBER i, I-� �% I% lam � I -_� I � �I BE ADDED t^IOOD BLOCKING OR THE EGiUIVALENT SHALL PARTITIONS ® 52' O.G. STUD i(2)ROWS 5"TRU55LOGK SCREWS o 24"O.G. BETWEEN I/b FOUR-PIECE CIDERS ARE TO BE ASSEMLED AS / f 10 BETWEEN STUDS IN PARTITION ADJACENT TO CE I L I NO BRAG I NO "O f Y = STRINGER TO SERVE AS FIRESTOPPING. CANTILEVERED FLOOR I.BEAMS d HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED OABLE ENDWALL PLAN SHALL USE coNNECT1oN PATTERN'A'WHEN a°OR SMALLER FOR THE THREE-PIECE GIRDER. / ;� / _------ __ I' 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR 4--1 d CONNECTION PATTERN T3 WHEN 10' OR LARGER p // � FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH e — STUD 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 .\\ /// �:.\ \ � v/ APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS I/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER GIRDERS ARE TO BE 5EGURELY ANCHORED TO ?, \" I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH U SOLE PLATE 2"x4"CONTINUOUS GABLE END MASONRY PIERS, NAILED TO WOOD POSTS OR FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF SUBFLOOR LATERAL BRAGS® V O.C. T 5 BOLTED TO STEEL COLUMNS. THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE CEILING �Y1 BAND I, AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE I I JOIST 2) 10d NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL �� PATTERNS FOR �� � � BEAMS �I �US BEAMS) PLATFORM FRAME CONSTRUCTION SHRINKAGE OF THE INTERIOR FINISH. PLASTER CEILING ON NONCOMBUSTIBLEIBLE LATH,EXTENDING TO CHIMNEY FACES, WILL SERVE • 10) 8d -LOCATIONS REG2UIRUNG FIRESTOPPING- AS FIRESTOPPING. NAILS FIRE- FIRE- WOOD FIRE5TOPPIN6 FIRESTOPPIN6 FASTEN RECOMMENDATIONS FOR 51DE-LOADED, sroPPING STOPPING FIRE- , STOPPING S STOPTOP PING SOLE ! 1 MULTIPLE-PIECE MEMBERS v -------- - - - -- - i rm JOIST ' 5d COOLER NAILS 0 10"O.G. AILED' �L BOLTED' �BLOGKING 2"x4"BLOCK NAILED TO EA.BRACE 2 WS IRO vd 3 ROWS Ibd ixows 2 Rows14" 2 ROASV _ _ w/(4) IOd NAILS COMMON COMMON BOLTS.24" �, BOLTS BOLTS VERTICAL O 12'O.G. O 12"O.G.e O.G.STA56ERED O 12"O.G. O b"O.G. COVERING 51APPLIED e STUD GYPSUM BOARD 20 ga.STRAP - — - - TWO ROWS I2"O.G. THREE ROW5 12"O.G. TO UNDERSIDE TS Q DOUBLE PLATE (10) bd NAIL BEAM SELECTION w/ STD. NAILING " a " " " " " " LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 5d COOLER NAILS® 10"O.G. JOIST SHALL BE LOCATED DIRECTLY :OTE: ENDWALL STU AS NOTED IN NOTES -7 $ 8 " " o " " " " s n NONcoMBusnBLE ALTERNATE LJ_ DENOTES ALT.FOR USE OF DRYWALL 50REW5 SOLEFIRE5TOPPIN6 LOCATION OVER STUDS,UNLE55 TOP PLATE IS 4"a ED6E/12"® FIELD FULLY BLOCKED I.TOP AND BOTTOM ROWS SHOULD BE 2'FROM EDGES WOOD FIRESTOPPIN6 OF GIRDER DESIGNED TO CARRY THE LOAD 5GREWS•b- Ua"TYPE W ORS FIREsroPPIN6 2.BOLT HOLES ARE TO 8E THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOGAnro 2' TWO ROWS 24"O.G.STAGGERED TWO ROWS b"O.C. LOCATION r✓- LOCATION b FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUEM THE FULL INTERIOR STUD DETAILOVERLAID \ / THICKNESS OF THE MEMBER USE WASHERS UNDER HEAD AND NUT. O O 0 O n C O 0 n O Y ERLA I D ROOF s.STAGGER EACH ROW OF FASTENERS BY 12•. po @o © © p p � 2'SPACE NOT ATTACHMENT @ VALLEY 4.FOR ATHREE-PIECE MEMBER,THE SPECIFIED NAILING IS FROM EACH SIDE. TO BE FILLED © NONCOMBUSTIBLE FIRE5TOFFING S.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPIN6 APPROX.I INCH THICK BOTH SIDE OF THE MEMBER 6.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR b•O.G.OR TRIPLED FOR 4'O.C.NAIL SPA IN6. LOCATION -1 xk 11 oil STD.NAILING FOR TOP LOADED MULTIPLI IECE BEAMS: STRAPPING W/ "I.2 ROWS OF Ibd COMMON NAILS 02'O.G)FOR DEPTHS 12'OR LE55 FIRESTOPPIN6 LOCATION 9 \ 4 Sd NAILS LOCATION 8 ® EA.END a R.R. b.3 ROW5 OF Ibd COMMON NAILS 02"O.G)FOR DEPTHS OF 14•,16'4 15'. LOCATION 10 IFULL WIDTH 2" BLOGKIN z0 I I � TOP PLATE DRILL 2"0 INTO ROOF CONSTRUC,,T ON DETAILS l$ N I NE�) LOAD FATH C.,O I " `ECJ ON DETAILS DECK FOR STRAPPING IN5TL. INTERSECTION DETAIL /R.R. .OR W NOT TO SCALE NEW R.R.SET W/ UPPER TOP PLATE LAPS 4 IOd NTINUOUS LOWER: TOE NAIL NOTED CONT.BLOGKIN6 TOP PLATE I SPIKED TO R.R.'s ; ALIGN NEW d EX. R.R.AS SHOWN PLAN VIEW KING STUDS NOTE: SIMILAR® 'SHED' ROOF,R.R. IN LINE I WOOD JOIST O NOOD JO I S CRIPPLE STUD N 12 GENERAL REQUIREMENTS FOR GENERAL REQUIREMENTS FOR BLOCK I NO_ - - __ JOIST HANGER HEADER W INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS - U i 0 GIRDER/HEADER- W MAIN MEMBER WOOD GIRDER JACK STUDS WOOD JOIST _ -� �- a - - 1. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF JOIST FRAM I NO OVER WOOD OI RDER JOIST FRAMI NO FLUSH WITH OI RDER/HEADER TYP I GAL HEADER CONNECTION PROJECT: 1 DIAM.x 5 APPROX. 50e w/THE MAIN MEMBER d STARTED APPROX. Ys THE LENGTH OF THE NAIL FROM THE MEMBER END, 1. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE BRIDGE LANE LLC THE MEMBER, STRAIGHT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.'s AT A 40' ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN MEMBER, FOR THI5 APPLICATION,SHALL BE AT LEAST RESIDENCE SIX TIMES THE DIAM. OF THE NAIL 5. TO AVOID SPLITTING, NO MORE THAN 2 TOE NAILS SHALL RAFTER- 0 BE INSTALLED IN EA. SIDE OF A RAFTER OR CEILING JOIST - - -WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. WALL STUD J WALL STUD - J 5295 BRIDGE LN BOTTOM PLATE - BOTTOM PLATE BATHTUB SUB FLOOR CUTCHOGUE N.Y. 11935 - __ GH I M. CHASE SECURI NO @ STD. SIDE WALL DOUBLE JOIST �J DOUBLE JO I S -0 TOP PLAT —o DRAWING TITLE: FRAMING GRAPHICS WALL STUD BEAM CONNECTION PATTERNS NOTE: FIREBLOCKING DETAILS (51M. ® CHASE WITHIN PLANE OF ROOF w/STUDS TO ATTIC FLOOR b BILK-0 TO R/L SIDES H+/STRAPPING TO R/L SIDES) DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION Y w PAGE: TOP PLATE ® O N GHIM. CHASE WALL .� o D RESISTANT CONSTRUCTION CONNECTORS _ I o CONNECTION LOCATION; PART NUMBER: NOTES: O ® RIDOE-TO-RAFTERS G520 @ 21" APPLY TO EACH PAIR OF RAFTERS DATE: 02 02 23 ROOF o Q T- a I� RAFTER-TO-WALL H7 / 4 OF 17 T--- APPLY TO EACH RAFTER z RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER REO'D BLOCKING J J p ® EA. LEVEL ABOti E z --t - — TO ALIGN w/STRAPPING d F 1 j ------- - ® _Q PLATE-TO-WALL STUD G520 @ 18" APPLY TO EACH WALL STUD THE FIRST FL. u1 � ! - - ® ! 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or G520 @_36" — -AFFLY TO EACH WALL STUD G � 'pARc�y FLOOR/CLG. 'I HEADER-TO-JACK STUD G520 @ 12" APPLY TO EACH JACK STUD � ` �. 4,t, ."..°•� < � O CRIPPLE STUD-TO-HEADER. H3 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR _� SSTB16 APPLY TO EACH SIDEWALL END ,�, t. t.. -r "fir IST. FLOOR-UNDER-SILL PLATE C520 WRAP UNDER DOUBLE SILL PLATE '•'�."'""_�.a SIDE VIEI�I PLAN VIEW -- -- --I _ __- (USE WITH S" SQUARE WASHERS) USE THE FOLLOWING OR APPROVED SIMP50N METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. 0 N t_ SEE FADE A= 104 .00 FOR FLAN SCHEDULES Q _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT 0 i WOOD FRAME (L.G. 5TL. W WHEN APPLICABLE) I� W EXISTING TO REMAIN � NEW FOUNDATION NEW WOOD FRAME (L.G. � WALL J ►� STL. WHEN APPLICABLE) ' r Q *E NEW I-HR FIRE RATED a MIN. (2) 2"x4" STRUCTURAL I 3'-6" y N WOOD FRAME L.G. S'TL. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL 0 ;D POST FOR 6" WALLS), U.O.N. O w � O NEW 2-HR FIRE RATF � ' WOOD FRAME (L.G. 5'TL. UP C Z WHEN APPLICABLE) m (12) Tr ® 10" 2 U N • .. .. a• • - -- - - - -- - - - - - -- - - - - FOUNDATION PLAN NOTES O O -- O CE SMOKE DETECTOR / GO DETECTOR NOTES: GAS METER: 5'-2" ool N c I O O INSTALL NEW GAS METER REGULATOR/VENT AS PER NY5 U Q I .- moo O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT MECH. GORE, FUEL GAS GODS, 8 UTILITY GO. STANDARDS. SMOKE / CARBON MONOXIDE COMBINATION DETECTOR w HARD WIRED TO EACH OTHER W BATTERY BACKUP. GAS METER SHALL BE POSITIONED ® GRADE 2.INTERCONNECTION BETk4EEN NEW 8 EXISTING DEVICES 4 SHALL NOT BE REQUIRED WHERE EXISTING ALARMS ARE NOT INTERCONNECTED,AS PER NYS R314.4. EGRESS WINDOW WELL: 5.PROVIDE SMOKE/GO DETECTORS AS INDICATED,AND O PROVIDE EW EGRESS WINDOW WELL d COVER BY PER GENERAL ELECTRICAL NOTES ON PAGE G-002. "ROCKWELL;ELITE SERIES" 66"W.X&4"H. OR EQUIVALENT. �I 4.SMOKE /GO DETECTORS TO MAINTAIN V MIN. INSTALL AS PER MAN. SPECS. o o HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS i OPENINGS TO BATHROOMS w/SHOWER OR TUB. RESERVED - 5. INSTALL ALL AS PER MANU. 5PEG.'s 10 I U 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR W IN COMPLIANCE WITH LOCAL CODE FREEZE PROOF HOSE BIB: O2 FASTENED w/MASONRY ANCHORS (PRECISE JJi PROPOSED INGROUND LOCATION T.B.D. IN FIELD - CONSULT- w/OWNER) INDIRECT HOT WATER STORAGE TANK POOL UNDER SEPARATE WATER SUPPLY HOUSE CONNECTION: II NEW 100 GAL. INDIRECT HOT WATER STORAGE TANK. H O APPLICATION O3 1. INSTALL NEW WATER SUPPLY LINE HOUSE CONNECTION IN INSTALL PER MANU SPEC.'S W E q BASEMENT AT APPROXIMATE LOCATION INDICATED. HYDRONIG AIR HANDLER: 2.INSTALL WATER METER AS REQ.'D AT CURB I. PROVIDE (1) NEW 4-TON GAS FURNACE BY "RHEEM" OR 12 5.SEE AL50 PLUMBING RISER DIAORAM U APPROVED EQUAL 4.INSTALL AS PER NYS PLUMBING CODE 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH I DOOTALOTE: ZONE (SEE THF-RM05TAT O 1. L EW INTERIOR DOORS WE W HN GALLED OUT 5.PROVIDE HOT WATER COIL AND GOR ZONE D E T NEW HOT 6 O ON PLANS BY 'JELD-WEN' (OR EQUAL). WATER/BOILER COMBO TO NEW COIL. \ 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT - ON PLANS BY 'THERMATRU' (OR EQUAL). ENERGY RECOVERY VENTILATOR: 5.NOTE DOES NOT INDICATE EACH NEW DOOR 13 I. PROVIDE ERV FOR ENTIRE HOME S.F. \� 3 r I I-5y2 PROPOSED;SEE DESIGNATIONS d DOOR SCHEDULE. 2. MODEL BY "LENNOX" OR EQUIVALENT; PROPOSED �' 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR INSTALL AS PER MANUF. SPECS WATER LIE \ \ ' TAN< � 12 I � A H WALL5,U.O.N. I ? -- 5. INSTALL AS PER MANU 5PEC.'s O GAS GRILL HOOK-UP: VENT 14 I. PROVIDE GAS HOOK GAPPED FOR FUTURE USE 6.PROVIDE (2) 2"xl0" HDR., U.O.N. 2. INSTALL AS PER NYS MECH. CODE, FUEL GAS CODE 10 11 I \ I 7. SEE PAGE 6-005 FOR ALL OTHER FRAMING F.A.I. \ I # UTILITY GO. STANDARDS ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. STAIR 8 RAILING NOTE: 15 CONCRETE APRON � m� '_j �� I MEGH. ROOM I O 1. ALL NEW STAIRS SHALL HAVE MAX. 8-1/4" Ri d MIN. loll O I. PROVIDE CONCRETE APRON SLAB TO TRANSITION SMOOTHLY FROM SLAB EL. TO GRADE Tr - RISERS SHALL BE CLOSED mJ, 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL 2. APRON SLOPE SHALL BE NO STEEPER THAN 1:12 PLINE NOT EXCEED THE SMALLEST BY MORE THANW ". 6'- 3. GROSS SLOPE MEASURED PERPENDICULAR TO GAS LIE nl j I Q 5. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 5"' TRAVEL SLOPE)OF E) APRON SHALL BE NO STEEPER THAN 1:48 � II O 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: 8 ''' 4.1. BETWEEN CLEAR HEIGHT d HANDRAILS: 56" MIN. 4. BROOM FINISH TO PROVIDE SLIP-RESISTANT SURFACE 4.2. BELOW HANDRAIL,RAIL 014 ONE SIDE: 31.5" MIN, A-301 ` ---y I A-501 i 4.5. BELOW HANDRAIL,RAILS ON BOTH SIDES: 27" MIN. - 005 5. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR HIGH EFFICIENCY LAMPS: OR MORE RISERS, AND WHERE SI-fOWN ON PLANS. NOT LESS THAN q0% OF THE PERMANENTLY INSTALLED b. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY WALKING SURFACES LOCATED MORE THAN 50" ABOVE LAMPS, AS PER 2020 NY5 EGG R404.1 - FINISHED FLOOR OR GRADE, S WHERE SHOWN ON PLANS. A-301 A-301 7. 42" HIGH GUARDRAIL d SPINDLE SPACING NOT TO ALLOW PASSAGE OF A 4" (P SPHERE;56" HIGH HANDRAIL d SPINDLE SPACING NOT TO ALLOW HOT WATER PIPING INSULATION: PROPOSED STONE PASSAGE OF A 4" 0 SPHERE. MECHANICAL SYSTEM PIPING AND HOT WATER PIPING 8. GRIPPABLE RAIL AS PER CODE. SHALL BE INSULATED TO AN R-VALUE OF NOT LESS THAN - I PATIO ABOVE r �, O . q. RAILING TO BE WOOD W/METAL SPINDLES. R-3 FOR THE FOLLOWING CONDITIONS PER 2020 NYS EGG � WINDOW NOTE: R4o3.4 b R403.5: O m - , F 5M/GO O 1. ALL NEW WINDOWS b DOORS SHALL BE ANDERSEN 1. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING CASEMENT,DOUBLE-HUNG,OR GLIDING (AS NOTED). INSTALL AS PER MANU. SPEC.'S. FLUIDS >IOS°F OR <55°F (R403.4) .0 , 2. PIPING J" AND LARGER IN NOMINAL DIAMETER b 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; 5. PIPING SERVING MORE THAN (1) DWELLING UNIT _ SEE DESIGNATIONS d WINDOW SCHEDULE. 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE 3.FOR SUBSTITUTIONS,SEE NOTE #q IN "GLASS WINDOWS 5. PIPING FROM WATER HEATER TO A DISTRIBUTION AND DOORS" ON PAGE 6-002. MANIFOLD 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. 6. PIPING LOCATED UNDER A FLOOR SLAB 5. ALL DOUBLE HUNG WINDOWS TO E E TILT WASH 7. BURIED PIPING UP 6.IN GENERAL, TEMP. GL. SHALL BE PROVIDED: 6.1. FOR ALL SKYLIGHTS 8 OPERABLE PANELS OF 8. SUPPLY b RETURN PIPING IN RECIRCULATION SYSTEMS 5 SWINGING,SLIDING, d BIFOLD DOORS OTHER THAN DEMAND RECIRCULATION SYSTEMS. N 6.2. WITHIN 18" OF F.F. m I � w 6.5. WITHIN 24" OF A DOOR 6.4. WITHIN STAIRWAYS 4 WITHIN 56" OF A LANDING FULL HEIGHT 6.5. WITHIN TUB/SHOWER ENCLOSURES BASEMENT 14 b.b. SEE AL50 GENERAL NOTES ON PAGE 0-002 U 7. SEE PAGE 6-005 FOR FRAMING ELEMENTS AROUND 002 WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM - - - 4'-5" (2) 2"AO" HEADER U.O.N. 5.WINDOW FALL PROTECTION SHALL_ BE PROVIDED PER NYS R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN 72" ABOVE GRADE OR THE ADJACENT SURFACE AT THE m BUILDING EXTERIOR. Q y p utj < PROJECT: EGRESS NOTE: VJ p IN COMPLIANCE WITH NEW YORK STATE BUILDING CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF EGRE55 SHALL BE FOLLOWED: NET CLEAR OPENING........... 5.7 S.F. 15'-O 24-O H BRIDGE LANE L LC ' NET CLEAR HEIGHT............... 24" MINIMUM RESIDENCE T CLEAR WIDTH................. 20" MINIMUM q E O O O . _ ONEW MECH. AREA: i 1. INSTALL ALL INDICATED EQUIPMENT AS PER MANU. 5PEG.'s 2.MAINTAIN 30"x50" CLEARANCE IN FRONT OF MECHANICAL 5295 BRIDGE LN UNITS AS PER NY5 MG 506.1 3.MAINTAIN ALL APPLICABLE VENTING CLEARANCES REQUIRED PER NYS MG So4. TYPICAL MECHANICAL AREA NOTES: :��I PROPOSED CUTCHOGUE N.Y. 11935 1. FOR WD. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY BURIED ELECTRIC LIE "DUROCK" (OR EQUAL) �t CRAWLSPACE 2. FOR ND. FR. WALLS - PROVIDE (II) LAYER OF 5/5" - TYPE "X" GYP. BD. UL U505 (OMIT ON GONG. PgALL5) DRAWING TITLE: 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. SPEG.'s AND AS PER NYS MECH. ,AND FUEL GAS CODE ° j SLAB ONPROPOSED FOUNDATION PLAN 4. WHEN EXIST.,MECH. EQUIP. SHALL BE VERIFIED THAT IT CONFORMS TO NYS MECH. AND FUEL GAS CODE 2- 5. COMB. AIR VOLUME AS PER MANU. SPEC.Ss - PROVIDE A-301 FRESH AIR INTAKE FROM EXTERIOR 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL EMERGENCY SHUT OFF SWITCHIr 7. FOR GAS SERVICE, PROVIDE GAS SHUT OFF SWITCH 5. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER LJ CLEARANCES AS PER CODE • ' •' O PAGE: q. PROVIDE 3" FLOOR DRAIN IF REQ'D BY EQUIPMENT 8 O CONNECT TO SANITARY SYSTEM A5 PER NYS N PLUMBING CODE 2 10.APPLIANCES JOINED THROUGH A COMMON NATURAL DRAFT VENTING SYSTEM SHALL COMPLY WITH ALL A-mi0m[I. 00 PROPOSED-/ e SECTIONS OF 2020 NYS RC 02427. SEPTIC LINE 2- A-501 15 DATE: 02/02/23 5 OF 17 41. 15'-O" 24'-0" ��' fin, .a.. r-<<✓ f �.. PROPOSED FOUNDATION FLAN �, T�,•.��^���'� SCALE: 114" = 1'-0" GwN - Imo : SEE FADE A- 04 .00 FOR FLAN S�OE�OLEIS Q _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.O. STL. W EX15TINO TO REMAIN WHEN APPLICABLE) NEW WOOD FRAME (L.O. NEW FOUNDATION WALL STL. WHEN APPLICABLE) O 25'-0" Q +'J � E N MIN. (2) 2"x4" STRUCTURAL 6I L0 COO NEW I-HR FIRE RATED © 6 POST FOR 4" WALLS � WOOD FRAME (L.O. STL. (13) Rt t 1- " ON. O � - WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL I I = O � a I (12) Tr I I w � POST FOR 6 WALLS), U.O.N. 5'-q/2 12'-Iy2', 1'-1" t(1 i Of >_ NEW 2-HR FIRE RATED BT A WOOD FRAME (L.O. 5TL. WHEN APPLICABLE) • • - - ---- - - - -- -- _. �' I .O N U C CO V O O FLOOR PLAN NOTES 1o'-s" DOOR NOTE: \ J m0 C � v O ELECTRICAL METER: 12 IS I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT O O I INSTALL NEW ELEC. METER AS PER NYS MECH. GORE, 8 ON PLANS BY 'JELD-WEN'.(OR EQUAL). _ o 2.INSTALL NEW EXTERIOR DOORS W UTILITY CO. STANDARDS WHEN GALLED OUT �x ON PLANS BY 'THERMATRU' (OR EQUAL). BATHROOM I 3.NOTE DOES NOT INDICATE EACH NEW DOOR ELECTRICAL PANEL: a 121 S.F. O 106 PROPOSED;SEE DESIGNATIONS d DOOR SCHEDULE. O NEW 200 AMP ELECTRICAL PANEL LOCATION; 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR ALL INSTALLATION AS PER NYS ELECTRICAL CODE. WALL5, U.O.N. = 5 � � O BEDROOM I 5.INSTALL AS PER MANU SPEG.'s A/C CONDENSERS: 1 q --1 182 S.F. ON. 6.PROVIDE (2) 2"xl0" HDR.,U.O.N. O I. PROVIDE (2) NEW 4-TON A/G CONDENSERS BY "RHEEM" - - r o - 1. SEE PAGE 0-005 FOR ALL OTHER. FRAMING OR APPROVED EQUAL. q \\ ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH ) U STAIR 8 RAILING NOTE: ZONE (SEE THERMOSTAT FOR ZONE DESIGNATION). _ j 13 PROPOSED INOROUND O3.INSTALL AS PER MANUFACTURER SPECS. 71 i 2 I. ALL NEW STAIRS SHALL HAVE MAX. 8-1/4" RI 8 MIN. 10' 4.INSTALL UPON LEVEL GROUND S PROVIDE GROUND POOL Tr - RISERS SHALL BE CLOSED -101 2. GREATEST RI5ER HEIGHT IN A FLIGHT OF STAIRS SHALL SURFACE (GONG. PAD OR OTHER) w/WEIGHT RATING FILED UNDER SEPARATE SUFFICIENT TO ACCOMMODATE GROSS WEIGHT OF _ I APPLICATION NOT EXCEED THE SMALLEST BY MORE THAN J"• CONDENSER. �p J` 3. HEADROOM IN STAIRWAYS SHALL. BE AT LEAST b'-5". 5. ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY SAS d 5'-q" � • - 4. STAIRS SHALL HAVE THE FOLLO?41N6 CLEAR WIDTHS: APPLIANCE, AND AT LEAST 5' FROM WINDOWS/DOORS 4.1. BETWEEN CLEAR HEIGHT S HANDRAILS: 36" MIN. WHENEVER POSSIBLE. IO m 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5" MIN. 4'-8" \ 3'-6" 4.5. BELOW HANDRAIL, RAILS ON BOTH SIDES: 21" MIN. THERMOSTAT: 3 5. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN 10 I. PROVIDE THERMOSTAT FOR(5) ZONES: - U ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR - ZONE I: FIRST FLOOR OR MORE RISERS, AND WHERE 5HOWN ON PLANS. - ZONE 2: FIRST FLOOR MASTER SUITE w __. -_ ,- SM/CO 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED - ZONE 3: SECOND FLOOR m _ I O O O GAS STOVE WALKING SURFACES LOCATED MORE THAN 30" ABOVE 2. H.O. TO SELECT MODEL; INSTALL AS PER `ti dJ FINISHED FLOOR OR GRADE, 8 WHERE SHOWN ON PLANS. MANUF. SPECS WALK-IN - 1. 42" HIGH GUARDRAIL b SPINDLE SPACING NOT TO CL05ET 10'-10" O ALLOW PASSAGE OF A 4" 0 SPHERE;36" HIGH 11 NEW ATTIC AGGE55 - PULL DOWN STAIR: 20 S.F. O HANDRAIL $ SPINDLE SPACING NOT TO ALLOW 4'-4" PASSAGE OF A 4" 0 SPHERE. I. MIN. 550 # CAPACITY W 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30') r- 8. SRIPPABLE RAIL AS PER CODE. I 3.DBL. FRAMING WHEN NEW OPENING - Ipq q. RAILING TO BE WOOD W/METAL SPINDLES. i0 O I 12 4.WEATHERSTRIP ACCESS OPENING $ PROVIDE R-4q - - -+- SMOKE DETECTOR / GO DETECTOR NOTES: INSULATION ABOVE w/ WD. FR. (OR EQ) BAFFLE OR WALK-IN cv ORETAINER TO PREVENT INSULATION FROM ENTERING i CLOSET - I I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT 6 � �-____-J SMOKE /CARBON MONOXIDE COMBINATION DETECTOR DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 19 S.F. -- j', 1 --, KITCHEN HARD WIRED TO EACH OTHER w/BATTERY BACKUP. (OMIT WHEN ATTIC AGGE55 DOES NOT PENETRATE 1�8 IL _ DW 2.INTERCONNECTION BETWEEN NEW b EXISTING 10 DEVICES THERMAL ENVELOPE OF BUILDINO). I W S.F. O - SHALL NOT BE REQUIRED WHERE E:XISTINO ALARMS 5. INSTALL AS PER MANU. SPEG.'s ARE NOT INTERCONNECTED, AS PER NYS R314.4. 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. ---- - - 3.PROVIDE SMOKE/GO DETECTORS AS INDICATED, AND PER GENERAL ELECTRICAL NOTES, ON PAGE 0-002. NEW PLUMBING FIXTURES: 4.SMOKE /GO DETECTORS TO MAINTAIN 3' MIN. -I O -� HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS 12 SEE ALSO PLUMBING GENERAL NOTES ON PAGE G--002. A-301 to 1 Q _ A-301 d OPENINGS TO BATHROOMS w/SHOWER OR TUB. ON 5M/GO - 5. INSTALL ALL AS PER MANU. SPEG.'s NEW FLOOR: 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 13 I. NEW " PLYWOODW); I4'-10" SUBFLOOR BENEATH (GLUE d SCRE -- j IN COMPLIANCE WITH LOCAL GODS SCREW PERIMETER OF SHEATHING 6" O.G. 8 12" O.G. ® ! i WINDOW NOTE: INTERIOR. A-301 II A-301 O 1. ALL NEW WINDOWS b DOORS SHALL BE ANDERSEN 2.NEW FINISHED FLOOR PER H.O. SELECTION -� I _rJ CASEMENT, DOUBLE-HUNG, OR GLIDING (AS NOTED). _ PROPOSED STONE W INSTALL AS PER MANU. SPEG.'5. NE TILE FLOOR: O 1 PATIO 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; I. NEW TILE FINISH (H.O. TO SELECT) UPON cV = _ //// v } - 05 SEE DESIGNATIONS d WINDOW SCHEDULE. 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON u? DINING ROOM 3.FOR SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDOWS 3.NEW " DUROGK GEMENTBOARD (OR EQUAL) UPON r O - - I I5o S.F. OPEN TO AND DOORS" ON PAGE 5-002. " - ON. 4.NEW PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); ABO� I, I 4.ALL CASEMENT WINDOWS TO HAVE: STRAIGHT ARM HINGE. SCREW PERIMETER OF SHEATHING 6" O.G. Q 12" O.G. ® t 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH INTERIOR. 6.IN GENERAL, TEMP. SL. SHALL BE PROVIDED: N j 6.1. FOR ALL SKYLIC7HTS 8 OPERABLE PANELS OF }{YDRONIG AIR HANDLER: SWINGING, SLIDING, 3 BIFOI_D DOORS ET I. PROVIDE (1) NEW 4-TON HYDRONIC AIR HANDLER(S) BY 6.2. WITHIN 195" OF F.F. IS - 6.3. WITHIN 24" OF A DOOR "RHEEM" OR APPROVED EQUAL IN ATTIC / 6.4. WITHIN STAIRWAYS $ WITHIN 36" OF A LANDING 2•PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH - 6.5. WITHIN TUB/SHOWER ENCLOSURES ZONE (SEE THERMOSTAT FOR ZONE DESIGNATION). O, -- - _ _ _ 6.6. SEE ALSO GENERAL NOTES ON PAGE G-002 3.PROVIDE HOT WATER COIL AND CONNECT NEW HOT tY 4 -- - - - 1. SEE PAGE 0-003 FOR FRAMING ELEMENTS AROUND WATER/BOILER COMBO TO NEW COIL. UP g_p :24'-0" WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM(2) 2"xlO" HEADER U.O.N. GUTTERS: PANTRY 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER 16 I. PROVIDE ALUM. GUTTERS w/4"x3" DOWNSPOUTS (TYP.) 15 S.F. NYS R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS 2•CONNECT DOWNSPOUTS TO CLOSEST DRYWELLS LESS THAN 24" ABOVE F.F.,THAT ARE MORE THAN 12" ABOVE GRADE OR THE ADJACENTSURFACE AT THE �Y Q m Z 11 GUTTER HIGH POINT (TYP.) N I BUILDING EXTERIOR. EGRESS NOTE: NEW EXHAUST FAN SHALL BE INSTALLED WHERE 18 VENTILATION I5 NOT MET BY MEANS OF NATURAL I D I I 0 IN COMPLIANCE WITH NEW YORK STATE BUILDING O CODE,SECTION R310.2.1;THE FOLLOWING MEANS OF OUTDOCIRCULOR SPACES THROUGH WINDOWS EC DOORS TO COVERED EGRESS SHALL BE FOLLOWED: OUTDOOR SPACES AS PER NYS MEGH. GORE SECTION m GREAT ROOM I I _ 405.5.2.5; INSTALL AS PER MANU. SPECS 296 S.F. PATIO NET CLEAR OPENINO........... 5.1 S.F. m D I I 264 S.F. NET CLEAR HEIGHT............... 24" MINIMUM O cA W NET CLEAR WIDTH................. 20" MINIMUM HIGH EFFICIENCY LAMPS: p 0 TYPICAL BATHROOM NOTE: NOT LE55 THAN gO% OF THE PERMANENTLY INSTALLED O I. WALL BOARD LISHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN LAMPS, AS PER 2020 NY5 EGG R404.I m i3 3q'-O" ALL BATHROOMS 21-3 PROJECT: 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND TUB SURROUNDS G O 1 2. 5HOWER FLOORS HOT WATER PIPING INSULATION: 11'-3" 6'-1"' 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON MECHANICAL SYSTEM PIPING AND HOT WATER PIPING } If BRIDGE LANE LLC 2.2. CONCRETE MUD-SET (SLOPE I/8" PER FOOT SHALL BE INSULATED TO AN R-VALUE OF NOT LESS THAN ON. 4 I I L � TOWARDS DRAIN) UPON R-3 FOR THE FOLLOWING CONDITIONS PER 2020 NY5 EGG - - -, 1" -- ( RESIDENCE WA TER ATER PROOF MEMBRANE TO COVER SHOWER R403.4 S R403.5: SM/GO 113 �- - - - FLOOR, WRAP DRAIN d ATLEAST IS" UP WALLS l SM/CO ; 104 111 I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING m - DN. FLUIDS >105°F OR <55°F (R403.4) 12_8" ONEW LAUNDRY ROOM/CLOSET: 2. PIPING J" AND LARGER IN NOMINAL DIAMETER -112- 10'-6' 2' S" I. NEW WASH / DRY HOOK UP 3. PIPING SERVIN5 MORE THAN (1) DWELLING UNIT LAUNDRY 5295 BRIDGE LN 2.COORDINATE LAUND. ROOM 8 DOOR DIM.'s 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE GL. _ - - w/SIZE OF EQUIP. 5. PIPING FROM WATER HEATER TO A DISTRIBUTION - 9 S.F. 1�5 MUDROOM / / CUTCHOGUE� N.Y. 11935 3.PROVIDE HOOK UPS A5 REG2'S PER MANU. MANIFOLD �i p ��_ 114 S.F. PROVIDE " THK. (MIN.) / 6. PIPING LOCATED UNDER A FLOOR SLAB O BEDROOM 2 N' �rO L+ w m GYP. BD. AT 6ARASE 103 DRYER EXHAUST NOTE: 8. SUPPLY d RETURN PIPING IN RECIRCULATION SYSTEMS i _ WALLS g CEILING,AS 1 I. DUCT SHALL TERMINATE TO EXTERIOR OTHER THAN DEMAND RECIRCULATION SYSTEMS. 6 5 N U 116 10 S.F. 1. BURIED PIPING 145 S.F. to 2.DUCT SHALL TERMINATE MIN. 4-0 FROM ANY � ---- � _,� `t � O - ! GL. PER R302.6 I \ DRAWING TITLE: OPENINGS \ - I4 w Io1 \ A-301 PROPOSED FIRST FLOOR PLAN 3.DUCT SIZE AS PER MANU. GL. _ - - 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER q S.F. i I� 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN rCI cV _--_- - __ CONSTRUCTION. DUCTS USED CONNECT THE DRY USER TO THE EXHAUST DUCT SYSTEM SHALL BE LIMITED TO SINGLE LENSTH5, NOT TO • • 2 GAR GARAGE EXCEED 8 FEET AND SHALL BE LI15TED AND LABELED O 0 O IN ACCORDANCE WITH UL 215bA. )`-4'-O" MIN. 4'-O" MIN.- - A BT � m � _ 6.EXHAUST DUCTS SHALL BE MIN 0.0I6" THK RIGID PAGE: �` N METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS 6'-II" 12'-5y2" 5'-"fy2" 4'-6" 4'-6' I / RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST BATHROOM 2 -- -- DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL SCREWS ~ - 1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER z 2- m II / / A-2-v;emoo LOCATION TO THE WALL OR ROOF TERMINATION. THE MAX. LENGTH OF THE DUCT SHALL. BE REDUCED 2.5 A-501 / FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° -- - I / BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES p - NOT INCLUDE THE TRANSITION DUCT. cV p I \ 102 DATE: 02/02/23 6 OF 17 - tt) 24,E„ 'A y� 0374 �'AtyO 64'-0" F Or N FROFOSED FIRST FLOOR PLAN 1,605 S.E. HABITAE3LE Sf=AGE; 2,2cf I S.F. GROSS AREA SCALE: 1/4" = 1'-0" GENERAL` ERAL S)00'1,-150L <E -r : _ EX15TI NG TO BE DEMOI-1 SHED , ,; WOOD FRAME (L NEIN, PARTIAL OHT O. STL. SEE F A D E 10 4 '0 0 F O R PLAN v �H E D` L E S �W WHEN APPLICABLE) LLJ EXISTING TO REMAIN -j 0 NEW WOOD FRAME (L.O. NEW FOUNDATION WALL STL. WHEN APPLICABLE) C Q +»_' NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL I' Lo O POST FOR 4" WALLS y i O_ O_ WOOD FRAME (L.O. STL.. - WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR 6" W OALLS), U.O.N. �� NEW 2-HR FIRE RATED O C Z � WOOD FRAME (L.O. 5TL_. WHEN APPLICABLE) 5'4/2" c� I BT 4 A O O FLOOR PLAN NOTES 1 r DOOR NOTE: ELECTRICAL METER: GL. OI. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT O O 0 � INSTALL NEW ELEC. METER AS PER NYS MECH. CODE, b _j - Q � O ON PLANS BY 'JELD-WEN' (OR EQUAL). UTILITY CO. STANDARDS 2.INSTALL NEW EXTERIOR DOORS hIHEN GALLED OUT 10'-5" ON PLANS BY 'THERMATRU' (OR 55iUAL). m - 3'-I"-�' Ib BATHROOM 3 I 3.NOTE DOES NOT INDICATE EACH NEW DOOR ELECTRICAL PANEL: PROPOSED;5EE DESIGNATIONS d DOOR SCHEDULE. O NEW 200 AMP ELECTRICAL PANEL LOCATION; 0 r 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR ALL INSTALLATION AS PER NYS ELECTRICAL CODE. NICHE -\� WALLS,U.O.N. 5 5. INSTALL AS PER MANU SPEG.'s A/C CONDENSERS: 14 6 A 6.PROVIDE (2) 2"xlO" HDR.,U.O.N. O 1. PROVIDE (2) NEW 4-TON A/C CONDENSERS BY "RHEEM" -1. SEE PAGE 0-005 FOR ALL OTHER FRAMING OR APPROVED EQUAL. r - - W. - ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH (V BEDROOM 3 v STAIR $ RAILING NOTE: ZONE (SEE THERM05TAT FOR ZONE DESIGNATION). O I. ALL NEW STAIRS SHALL HAVE MAX. 8-I/4" Ri d MIN. 10" 3.INSTALL AS PER MANUFACTURER SPECS. _ 4.INSTALL UPON LEVEL GROUND d PROVIDE GROUND 4 n 203 'i � v m Tr - RISERS SHALL BE CLOSED SURFACE (GONG. PAD OR OTHER) w/WEIGHT RATING C�j" _ 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL SUFFICIENT TO ACCOMMODATE OR055 WEIGHT OF NOT EXCEED THE SMALLEST BY MORE THAN ". CONDENSER. 13� -}---J 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6'-8"' 5. ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY GAS 5'-5' ��1�� • 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: APPLIANCE, AND AT LEAST 3' FROM WINDOWS/DOORS --II- 4.1. BETWEEN CLEAR HEIGHT d HANDRAILS: 36" MIN. WHENEVER POSSIBLE. 4.2. BELOW HANDRAIL,RAIL ON ONE 51DE: 31.5" MIN. 4.5. BELOW HANDRAIL, RAILS ON BOTH SIDES: 27" MIN. THERMOSTAT: z 5. HANDRAILS SHALL BE PROVIDED ON NOT LE55 THAN Ip I, PROVIDE THERMOSTAT FOR(3) ZONES: - U ONE SIDE OF EACH FLIGHT OF °':TAIRS CONTAINING FOUR - ZONE 1: FIRST FLOOR m WALK-IN OR MORE RISERS, AND WHERE SHOWN ON PLANS. - ZONE 2: FIRST FLOOR MASTER SUITE �- OL05ET _ 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED 202 tt - ZONE 3: SECOND FLOOR 39 S.F. O O 204 PROVIDE ° - WALKING SURFACES LOCATED MORE THAN 30" ABOVE 2. H.O. TO SELECT MODEL; INSTALL A5 PER _ _ FINISHED FLOOR OR GRADE, 8 INHERE SHOWN ON PLANS. MANUF. SPECS O, M/GO SOUNDPROOFING - -1. 42" HIGH GUARDRAIL d SPINDLE: SPACING NOT TO AT LAUNDRY m ALLOW PASSAGE OF A 4" 0 SPHERE;36" HIGH m HANDRAIL 8 SPINDLE SPACING NOT TO ALLOW II NEW ATTIC. ACCESS - PULL DOWN STAIR: I. MIN. 350 � CAPACITY � I'-II" ` ROOM WALL PASSAGE OF A 4" S SPHERE. 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") I 8. GRIPPABLE RAIL AS PER GORE. 3.DBL. FRAMING WHEN NEW OPENING (D 201 - G. RAILING TO BE WOOD W/METAL. SPINDLES. 3 WALK-IN 4.WEATHERSTRIP ACCESS OPENING d PROVIDE R-411 II CLOSET - OSMOKE DETECTOR / GO DETECTOR NOTES: INSULATION ABOVE w/NO. FR. (OR EO.) BAFFLE OR • &\� fi p, 3 I CONTRA/CARBON MONOOVID CODE COMPLIANT RETAINER TO PREVENT INSULATION FROM ENTERING SM/GO 0 COMBINATION DETECTOR DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 / HARD WIRED TO EACH OTHER w/BATTERY BACKUP. (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE VENT DRYER 2.INTERCONNECTION BETWEEN NEW 4t EXI5TIN5 DEVICES THERMAL ENVELOPE OF BUILDING). �i ATTIC THROUGH SHALL NOT BE REQUIRED WHERE EXISTING ALARMS 5. INSTALL AS PER MANU. SPEC.'S HATCH ROOF ARE NOT INTERCONNECTED, AS PER NYS R314.4. 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. _ `"5" 3.PROVIDE SMOKE/GO DETECTOR'S AS INDICATED, AND 9-4 O A. - -AUNDRY PER GENERAL ELECTRICAL NOTES ON PAGE 0-002. NEW PLUMBING FIXTURES: ROOM u' 4.SMOKE /CO DETECTORS TO MAINTAIN 3' MIN. 12 ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. 3° 4'-0' I'-6" 3'-?" u� O (AT - 12 dJ 94 S.F. HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS SEE AL50 PLUMBING GENERAL NOTES ON PAGE 6-002. DN. ! 205 d OPENINGS TO BATHROOMS w/SHOWER OR TUB. 5. INSTALL ALL AS PER MANU. SPEC:.'s _ 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR NEW FLOOR: A-301 4 0„ ® A-3ol 13 I. NEW s" PLYWOOD SUBFLOOR BENEATH(GLUE d SCREW); 14'-I" _ IN COMPLIANCE WITH LOCAL GORE O 5GREIN PERIMETER OF SHEATHING 6" O.G. d 12" O.G. ® - - - 10 J s WINDOW NOTE: INTERIOR. O 1. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN 2.NEW FINISHED FLOOR PER H.O. SELECTION CASEMENT, DOUBLE-HUNG, OR GLIDING (AS NOTED). SLOPING I 5LOPIN6 INSTALL AS PER MANU. SPEC.'S. NEW TILE FLOOR: CEILING I CEILING 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; 14 1. NEW TILE FINISH (H.O. TO SELECT) UPON A-501 i, ! - - - A-50I SEE DESIGNATIONS 8 WINDOW SCHEDULE. 2.ONE LAYER THIN5ET (LEVELED PROPERLY) UPON 3.FOR SUBSTITUTIONS,SEE NOTE #I IN "GLASS WINDOWS 3.NEW " DUROGK GEMENTBOARD (OR EQUAL) UPON - AND DOORS" ON PAGE G-002. - ----- to 2 4.NEW " PLYWOOD 505FLOOR BENEATH (GLUE d SCREW); 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. r = (V 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH `-��W PERIMETER OF SHEATHING 6" O.G. b 12" O.G. ® I O O INTERIOR. - - - - - 6.IN GENERAL, TEMP. GL. SHALL BE PROVIDED: ® ®- - 6.1. FOR ALL SKYLIGHTS $ OPERABLE PANELS OF t - I OPEN TO HYDRONIG AIR HANDLER: �= d- SWINGING,SLIDING, 8 BIFOLD DOORS BELOW 1 6.2. WITHIN IS" OF F.F. 15 I. PROVIDE (1) NEW 4-TON HYDRONIC AIR HANDLER(S) BY _ 6.5. WITHIN 24" OF A DOOR "RHEEM" OR APPROVED EQUAL IN ATTIC - - 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH _ 6.4. WITHIN STAIRWAYS $ WITHIN 56" OF A LANDING L i J j 6.5. WITHIN TUB/SHOWER ENCLOSURES ZONE (SEE THERMOSTAT FOR ZONE DESIGNATION). ET - - - - - -- 6.6. SEE ALSO GENERAL NOTES ON PAGE G-002 3.PROVIDE HOT WATER COIL AND CONNECT NEW HOT "1. SEE PAGE 0-005 FOR FRAMING ELEMENTS AROUND WATER/BOILER COMBO TO NEW COIL. ! WINDOW5 (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM -- GUTTERS: 5T�1 r 14'-I" I ' (2) 2'1 HEADER U.O.N. I6 - - - - - -- - - -- -- s 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER I. PROVIDE ALUM. GUTTERS w/ 4"x3" DOWNSPOUTS (TYP) NYS R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS 2.CONNECT DOWNSPOUTS TO CLOSEST DRYWELLS - - - - - - - M O LE55 THAN 24" ABOVE F.F., THAT ARE MORE THAN �2" ABOVE GRADE OR THE ADJACENT SURFACE vs� AT THE 17 GUTTER HIGH POINT (TYP.) O �E BEAMS l I FAMILY ROC' ,n�, N BUILDING EXTERIOR. O i m \- -- it -- -262 S.F. - 1, • iI I ' I I "1 r {} . i€ f ' W ! V � I --- � \ � t 1 Ii i �S i ' r I� [tl ;l l i} I I LLL..��� � EGRESS NOTE: NEW EXHAUST FAN SHALL BE INSTALLED WHERE - p, „ I' {d �r 1 1! i i f ;j:' O IS VENTILATION IS NOT MET BY MEANS OF NATURAL I ! ', i r 1 I. I' d IA � ,l I jl. .11 i1 } I1 tVIN COMPLIANCE WITH NEWPORK 5Ta4TE BUILDING SLOPING SLOPING !!CIRCULATION THROUGH WINDOWS OR DOORS TO ° "CEILING CEILING �oc i l i.l 'y I€I 7 ;S I t� �; I,� I. I ;I iI�{ i' i i,l p �! !,{1. ,, i i? i; }I' CODE,SECTION R310.2.1;THE FOLLOWING MEANS OF �D �I ! t j ,.I P { { 1{ EGRESS SHALL BE FOLLOWED: OUTDOOR SPACES AS PER NYS MEGH. CODE SECTION - @ tg aaG I O " I i. I !II 4,'�,II II €,'I' , i'II I tll�, i, !. @!A{ 1� Y 'I; ! V;11, I 1 i , ,11 i,II i, 'il m I 11 !I ,!I► III,fl, I I 66�1 4 ! f1ll !II Ij 403.3.2.3; INSTALL AS PER MANU. SPECS y , NET CLEAR OPENING........... 5.1 S.F. C It�!I �,,dil INIA�IUM ' II ¢ i,, h , I �„ ! i It+ Ia1+I , f NET CLEAR HEIGHT............... 24" M ' ') 13 I V" il' ;I III t, I + I ui NET CLEAR WIDTH................. 20" MINIMUM I HIGH EFFICIENCY LAMPS: NOT LE55 THAN 90% OF THE PERMANENTLY INSTALLED TYPICAL BATHROOM NOTE: 5 LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY _ - - - _ - I, I I „ I1 O I. WALL BOARD R R404.1 L - CD i tot ; i ! jj I ,I i ( x 1 E r 1 I ! LAMPS AS PER 2020 NYS EGG ] I I li I. I I I+ III I.I. INSTALL MOISTURE R.ES15TANT GYPSUM BOARD IN _ ALL BATHROOMS UJ O a� I 8;12 PITGH;I 1 } 6 .1z.,u Wit_ 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND , 23'-10" I j l 8:12 PITCH PROJECT: 1 i I i } a II_:_,_' f , i ! }} V� � I �r 3i1 11 !! �1 I ,I !� V If'' ! O 4'-6" 207 2'-8" I 12'-2" �� + .Y j!�{. (' ! 4fS TUB SURROUNDS m qq 2. SHOWER FLOORS HOT WATER PIPING INSULATION: 2.1. NEW TILE FIN15H (H.O. TO SELECT) UPON MECHANICAL SYSTEM PIPING AND HOT WATER PIPING II 1 ' I i ' f P , i, !,1 ! � 1 ; '� �� � , ,, , I ,, ; , . , !i, ; , � , ��, ,+ I 11{!, ,�, 1 i ,, ;iII BRIDGE LANE LLC 2.2. CONCRETE MUD-SET (SLOPE I/8" PER FOOT SHALL BE INSULATED TO AN R-VALUE OF NOT LESS THAN } TOWARDS DRAIN) UPON R-3 FOR THE FOLLOWING CONDITIONS PER 2020 NYS EGG III° ! I , I } I' RESIDENCE 2.5. WATER PROOF MEMBRANE TO COVER SHOWER R403.4 d R403.5: ram\ / 206 vU I"- lil l WI,' 111,E ,i �I `r i ; lil ;I 1, �!: . 4- FLOOR, WRAP DRAIN 8 ATLEAST 15" UP WALLS � 208 Q! O 1. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING �� O k ! {i II'n p I FLUIDS >105°F OR <55°F (R403.4) 12 � Q� SM/GO � I l { � I � IQ II f , ! '� I €�dit 1�� I !, I I ; NEW LAUNDRY ROOM/CLOSET: _ 2. PIPING ' AND LARGER IN NOMINAL DIAMETER ;I 6 1. NEW WASH DRY HOOK UP �, T ( I `' 11 I j+ ! ; ;' iI�', 1 ? !, } N ERVING M RE THAN I DWELLING UNIT - II (I 11 I ' �{ +;P, , O _ f �I 5295 BRIDGE LN M d DOOR DIM.'s BATHROOM 4 2.COORDINATE LAUND. ROOM '^ ' 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE - '�- lA (,I Ij ? ! II I i: I,1 !I'' , i ! d' s; ! 1 I{ f I ` �/ w/ SIZE OF EQUIP. 5. PIPING FROM WATER HEATER TO A D15TRIBUTION =,/ IOT S.F. BEDROOM 4 ! I. d , i I' I: ., ! I ! I! I ! i { i I I + ,! CUTCHOGUE� N.Y.. 11935 3.PROVIDE HOOK UPS AS REC2'S PER MANU. 6 GL. _ i '1 Il5 S.F. S :I ! I .. '� i''',I I' �;': ,i ( ! { �I i , t l„i I, I f yy C N �I j l� ! MANIFOLD �R 209 I 5 S.F. ! I :, ''' , I � e I II, d 6. PIPING LOCATED UNDER A FLOOR SLAB �.- i I i -i. BURIED PIPING IS - O .I t I ll la !1 I! F'I !I m ! I' !,� i 1 i 3 (,,, ,!# ! L'',1 ! ' u 4 I # !+' i ! '!i i(, II, DRYER EXHAUST NOTE: B. SUPPLY 8 RETURN PIPING IN RECIRCULATION SYSTEMS , - N I ;! 1 j - I - I '�I � ,t ,:� , ,11 .I �,; ,',I 1 I ,, 1, � � I DRAWING TITLE: -- 1. DUCT SHALL TERMINATE TO EXTERIOR 5 t .,'. I f IT OTHER THAN DEMAND RECIRCULATION SYSTEMS. cr C� I iIi I itI}' 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY � 14 �_- i It il' I , ,I .1 � i ' 1„'h i,,; :€ 'P �( E i +}' ,+:!,I C(.' !��! I � + _ OPENINGS I if , Ii I , I I I I. { }I, E { I i I; , PROPOSED SECOND FLOOR PLAN I, I ,il' I' ,I 3.DUCT SIZE AS PER MANU. ! �! d i'. �;' f ! I i 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER ! I, (I } a { !! 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO «�; A-301 CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM il: }.?L j i;' ` i '! .) } ($d, ( i„ j 1 ,€,!: i al a 1,: I ij }; SHALL BE LIMITED TO SINGLE LENGTHS,NOT TO EXCEED 5 FEET AND SHALL BE LISTED AND LABELED �_ 12'-a„ + �, 11 ( {I,i {II �! < < ✓' 41!j {'I !'4 '" I'''"I" i I''I `� I' IN ACCORDANCE WITH UL 215&A. 6.EXHAUST DUCTS SHALL BE MIN 0.0I6" THK RIGID j ! _- _ _- -_ - - , I i § '!, s ! ('' I; PAGE: / NICHE I I ,I'r.l! li itILIiI l+ !Ii ;, I, METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS • • - - - ( RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST - ! DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL REINS I BT ( 17 ! I I! ' ,} i I ' lilt l � � ,i'I I ,II'', j , L : it 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER I�6'-II" IA-1 000" 0'% m 0 0 I'-f�2" 6'-I I I I , {I ;' p ( s I I LOCATION TO THE WALL OR ROOF TERMINATION. THE -- - - 11, ( i ' I ! I ! I ' 'g:12 PITCH I' ! I 8:12 PITCH i I' MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 1 ( I,, It FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 9C° BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. 2- DATE: 02 02 23 {, . II, ' I Ii ' ,11 i 'lil` II{I V , c « li , I,!�{r! / / 7 OF 17 A-3ol I II I it ; j it �ED Aw S I i V lam, luo- t i i4I f It ` IIili } I �I, lItt : j` i` III,# I Ij } I , II �i I' ¢I, E �. �y FROi=0�JEl7 SECOND FLOOR PLAN 03 7 � 1,450 S.F. HABITABLE SFAGE; 1,550 S.F. GROSS AREA SCALE: 1/4" = 1'-0" OF NEB ALL NEW WINDOWS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. SPEC.'S. SEE PAGE "0-005" FOR NAILING 4 STRAPPING DETAILS. SEE DOOR SCHEDULE FOR ALL OLA55 DOORS FROM SAME MANUFACTURER. 0- NlNr�)ON CHART C) DOOR SCHEDULE LLJ EG'RE55 VENT Ld CLEAR 0 V41NDOV4 DIMENSION I LIGHT _j S.F. S.F.DOOR MATERIAL- OPENING PROV. PROV. NIOTH F;i 20" HEIGHT WIDTH HEIGHT OPEN REO'D: 5.1 S.F. PER FE RATING NOTES 'HEIGHT REOV:24" < FIRE TAG i Fj[ I UNIT KNIT 13 t- 1 < WIDTH V410TH HEIGHT l :20 MIN. RATED DESCRIPTION MANUFACTURER TAG, TYPE MODEL # ROUGH OPENING U-) o OX25 -0 r"-.2 4'-11 :2 111.6 CASEMENT 5. II SELF-CLOSING A (5) o., OX14 1 4'-0 2'--7 4'- 5.1 -7.1 0 50-DOOR vv 2 . 0 5KNO THERMATRU i 0 (Z CASEMENT OX15 21___ JL 10.4 101 SIDELIGHTS 0 ��Q��-- c; FIRST FLOOR 5 T F4) CASEMENT c z 0 0.0 11-0 D (1) 2-PICTURE 2-F55(00 (1) 5'-4 51-11 102 GARAGE - --- OVERHEAD (0,_O c =3 (D 3-PICTURE SEE N07E SEE NOTE: r,,-Ii r/A 15.5 1! 0.0 C) 5-PIC _ - GARAGE 0 105 OVERHEAD • E (1) L ""Tom IE: I 0 Lo SEE NOTE 1 11 SEE NOTE v-11 n/A 0.0 ---------- JL 104 SWING ANDERSEN b (2) 5-P CUSTOM c C) SEE BELOW :2 0 05 _ -_ -. -------- _�� �_ na 4045 4'-5 4'-0" 4'-4 n/A 14.5 4 PANEL SLIDER ANDERSEN -oil FNOIOO�50-4 0.0 4'-0 4 PANEL SLIDER ANDERSEN 0 FN510050-4 J &I ET L5_0�kF FV4145150 L� EFF IL IO(o CX1145S. 8.6 5.6 N.T. :2(a DOOR VV :20- 0.0 DOOR V41 :20- IL 7kA3O4& 5'-:2 4'-& -75 OPENING 4'-& - - loct BARN &_O 11 0 �I�1 i H (2) DOUBLE-H-UNG - - - - OPENING -1 5,-0 4'-11 /A -- �I -I I _�� 1� PICTURE P5060 1 _1 SV41NO JELD4,EN .2. 1 CXI4 2'-e�" 4'-5 :2'--T 4'-4 0 _71 P4045 1095 BARN JELD-WEN .2'-(5 SWING - *WINDOW 'E" 4 "ET" TO HAVE SAME FINISHED WIDTH AS DOOR "105"** 110 JELD-WEN V4EN 4'-0" -oil III A_DOUBLE 5KNO JELD IL 1[ 5KNO 1 JELD-WEN 2'-5" FIRST FLOOR LIGHT i$ VENT. SECOND FLOOR LIGHT 4 VENT. 112 2'-(" 15 31 NATURAL LIGHT 4 VENTILATION NATURAL LIGHT 4 VENTILATION ------ (HABITABLE SPACE) (HABITABLE SPACE) 114 JELr_>-WEN :2'-4" -------- FLOOR AREA :252 S.F. FLOOR AREA 253 S.F. BEDROOM I BEDROOM 5 Q - 115 SWING JELD-WEN �[=:2 S.F. REQ. S.F. PROV. (W HALLWAY) S.F. REQ. S.F. PROV. JEL04NIEN (wl HALLWAY)L10i MIN. b% LIGHTING;MIN. i!!,% 116 IL OF FLOOR, AREA S.F. OF FLOOR AREA :20.2 S.F. 41.4 S.F. FOOTNOTE '7 1VENTILATION;MIN. 1 10.1 S.F. i ]�EE C1.5 S.F. 49).0 S.F. 5cf.2 S.F. JELD-WEN _1 VENTILATION;MIN I ___ - F------ 4% OF FLOOR AREA 4% OF FLOOR AREA SECOND FLOOR NATURAL LIGHT l$ VENTILATION ------- NATURAL LIGHT 4 VENTILATION JELD-WEN 0 (HABITABLE SPACE) (HABITABLE SPACE) L-20, JELD-WEN .2-o -7'-0" o FLOOR AREA -740 S.F. FLOOR AREA 1175 S.F. :20.2 SV41NO KITCHEN/DINING S.F. REQ. S.F. PROV. BEDROOM 4 S.F. Q. S.F. PROV. M 2. ROOM/GREAT ROOM-oil 203 JELD-ViEN -7'-0" LIGHTING;MIN. 5% 11-1514TINS;MIN. 5% --� J - -Jl - -- _ _ - J OF FLOOR AREA 5'1-2 5-F- 111.5 S.F. OF FLOOR AREA 14.0 S.F. 41.4 S.F. 4'-0" -7'-0" ( • l--- - -- -i 204 DOUBLE SWING JELD-WEN VENTILATION-MIN VENTILATION;MIN. '7.0 S.F. 314.2 S.F. 21 :2cf.6 S.F. 45.2 S.F. 4% OF FLOOR AREA 4% OF FLOOR AREA, IJELD-k�N �� ------ NATURAL LIGHT 4 VENTILATION NATURAL LIGHT 4 VENTILATION 20115 5KNO JELD-WEN (HABITABLE SPACE) (HABITABLE SPACE) I FLOOR, AREA 145 S.F. FLOOR AREA 262 S.F. 20'7 5VAIN5 JELD-WEN :2'-0" J A BEDROOM :2 S.F. REQ. S.F. PROV. FAMILY ROOM S.F. fi S.F. PROV. 205 5KNO JELD-V4EN -7'-0" If LIOHTINrz?;MIN. &% LIGHTING;MIN. e�% 11.4 S.F. 20.1 S.F. 21.0 S.F. 5:2.5 OF FLOOR AREA OF FLOOR AREA .20c! SWING N-MIN. VENTILATION;MIN. VENTILATION; 10.5 S.F. 4% OF FLOOR ARE 4% A 5.1 S.F. IcI.6 S.F. OF FLOOR, AREA 210 DOUBLE SV41NO JELD-WEN 4'-0" BASEMENT 001 THERMATRU - -- ==-I i - -il. ------ -----� -- - I - L -- - -- J 002 5KNO JELV-WEN l- :2'-& '7'-0" -7- 005 SWING JELD-HEN p [ -- • --- z GARAGE DOOR SHALL SE :20-MINUTE FIRE RATED (MIN.) 4 SELF-CLOSING. ALTERNATIVELY, DOOR MAY BE AT LEAST I-J" THK. SOLID Noor,>, SOLID STEEL, OR w HONEYCOMBCORE STEEL, AS PER R-502.5.1 0 PROJECT: BRIDGE LANE LLC RESIDENCE 5295 BRIDGE LN CUTCHOGUE, N.Y. 11935 DRAWING TITLE: PROPOSED PLAN SCHEDULES PAGE: 14 A-10 Li ou"' O 1 DATE: 02/02/23 8 OF 17 eo AROv E��q�c 037 SCHEDULE 110 JELD-PqEN OF Ii 1..L ELEVATION NOTES Q TYPICAL OO 1.SEE NOTE OAT OFBUGDING SECTION FOR MINIMUM O O II i CONSTRUCTION STANDARDS - O 9 12 n J 0 2. H.O. TO VERIFY FINAL COLOR $ MATERIAL SELECTION Mu /- M BEFORE INSTALLATION m Z a / Q A-j ASPHALT SHINGLE ROOFING BY 'GAF' (OR EQUAL) N? IA (MIN. 50 YR. WARRANTY); BLACK o/ w Cn 0 IB 5TANDINO SEAM ALUMINUM; BLACK / O "0 Q �-+ Of TYPICAL SIDING: O cZ � O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS B •0 Y N 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION U I BEFORE INSTALLATION i ! C 7 (D O � ® HARD I E BOARD 8 BATTEN, 2'-0" 5PAG I NG; DARK L b O -�-� u) GRAY / / c o0 2B HARDIE CEMENT LAP, 8" VERTICAL; WOOD FINISH 2G FINRDIE CEMENT LAP, 8 HORIZONTAL; WOOD O3 NEW ELECTRIC METER; INSTALL PER / --- __ - -- 2G UTILITY CO. STANDARDS ------ NEW A/C CONDENSER ON GONG. PAD OR OTHER U4 APPROVED GROUND SURFACE (SEE FLOOR I 1 ' PLAN NOTES) I f ! II US NEW CLOSED P. GONG. STAIR I O(� TYPICAL 1"x12" 'AZEK' PAINTED BLACK FOR ECG.): I. PROVIDE AT ALL FASCIAS U h NEW OAS METER; INSTALL t I I BT O PER UTILITY GO. STANDARDS 1 I I' I I gO "PERMACAST" SQUARE COLUMNS; BLACK I j — -- ----- 1- , /n I ( NEW MECHANICAL UNIT DIRECT VENT: I { 11 I - O INSTALL MECHANICAL UNIT DIRECT VENT AS PER MAW. SPEC.'S IN FULL CONFORMANCE w/VENTING CLEARANCES REQUIRED PER NYS MG &04. SEE ALSO NOTE ® FLOOR PLANS. NEW MECHANICAL UNIT FRESH AIR INTAKE: I L� 10 INSTALL AS PER MANU. SPEC.'S NEW DRYER VENT: �i I II SEE NOTE ® PLAN I L ROOF VENT HEIGHT: 12 VENT SHALL EXTEND MIN. 3'-0" VERTICALLY ABOVE THE POINT OF ROOF PENETRATION 8 MIN. 2'-0" VERTICALLY ABOVE ALL ELEMENTS WITHIN 10'-0" MEASURED HORIZONTALLY, AS PER NY5 RC 45242.7.5.3 — I I SOUTHINEST ELEVATION (REAR) i SCALE: 1/4" II I i I i I i i I II 12 z IB w O LLI i : I - i PROJECT: i I I i i �Yx - - - BRIDGE LANE LLC RESIDENCE - I! 5295 BRIDGE LN I CU1fCHOGUE, N.Y. 11935 I , DRAWING TITLE: i , I. PROPOSED EXTERIOR ELEVATIONS PAGE. I I r„ , 4' �O" 3'-O i t A-12 I { MIN. M N. I II I -- q (ram I I 4 �I 10Al ! �I I ( I! i I I ii f I I MIN. o =DATE- 20 10 OF 17 , I I III SOUTHEAST ELEVATION (SEGONDAR""r FRONT) n as '. SCALE: I/4" = I'-O" o : BUILDING SECTION NOTES Q ONEW ROOFING NOTE (TYP.): CONNECTION 'A' I. INSTALL NEW AS NOTED ON ELEVATIONS 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO PER PAGE G-005 PROPOSED 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS RIDGE HEIGHT NEW RIDGE OVER ELEV. +80.T W ------------------------ 3.INSTALL 15 # BUILDING FELT N.O.N.) OVER ----_ w 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) �J 5. GAP SHINGLE OVER RIDGE d HIPS (AS REO'D) 6.PROVIDE RIDGE VENT(AS REO'D) 12 Q -•1_+ 7. FLASH ALL VALLEYS O 5.INSTALL DRIP EDGE AS REO'D 9. INSTALL ALL AS PER MANU. 51"EG.'ss } _ � CD O ING GONSTRUGTION: O w 0 TYPICAL ROOF d GEIL �-- O • NEW ROOFING AS NOTED I /} t` • 1/2" GDX PLYWD SHEATHING (BLOCKING ® ALL PLYWD � � 0 Z SEAMS) } CONNECTION 'BI' AS CONNECTION 'A' AS 0- •� N • R.R.,G.J., g G.T. AS NOTED ON PLANS (® SPANS OVER PER PAGE 6-003 PER PAGE 6-003 �C 2 ATTIC \ 8' INSTALL "X" BRIDGING ® CENTER OF SPAN,U.O.N.) NEW R.R. TO G.J. NEW RIDGE > U • PROVIDE R-44 GATT INSULATION YyHEREVER ALLOWED �'-------------------- PROPOSED RIDGE HEIGHT C :3 PER ATTIC SPACE; IN ALL OTHER AREA5,PROVIDE " ELEV. +�2.4' O THK. SPRAY FOAM INSULATION (R-49 ® R-7/INCH) / ? O 7 -c s- • PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVES CO-ORDINATE BIRD5MOUTH CONNECTION '52' ASI / N TO ENSURE R.R. NOTCHED L PER PAGE G-003 I 12 Q � O NEW EXTERIOR WALL GONSTRUG?'ION (TYP.): LE55 THAN 25% OF NEW G.J. TO G.J. / / � O 0 O 'TYVEK HOUSE WRAP(VENTED) (01�EQUAL) UPON RAFTER DEPTH(TYPJ ! -- - - -- 1/2" GDX PLYW C:D. SHEATHING (BLOKING ® ALL PLYWD / 8 a--- SE AM5 UPON • 2"xb" STUDS ® 16" O.G. w/DEL. TOP PLATE O_C� • MIN. R-21 BATT INSULATION • 5/8" GYPSUM ED. WALL FIN15H D CONNECTION '02' AS GO-ORDINATE BIRD5MOUTH PER PA6E 6-005 TO ENSURE R.R. NOTCHED ' J 4 M1 - -- LAUNDRY ROOM / T LES5 THAN 2590 OF _NEW SIDING NOTE (TYP.): O� _ -- 4 I. INSTALL NEW A5 PER R ASSEMBLY RAFTER DEPTH (TYP.) ELEVATIONS ` ' - CONNECTION 'GI' b 'G2' NEW STUD TO FLOOR O • 2."TYVEK" HOUSE WRAP (OR EQUAL) -- -- -- " AS PER PAGE 6-003 / 5.INSTALL ALL AS PER MANU. SPEG.'s - xx x ) x X x) r PROPOSED SECOND FINISHED FLOOR _ I - NEW STUD TO - iX:�S '<X�S 'I��) (XY) �' (XX' ��� ��I\�, �' CXXi �>�: :, A V 4.PROVIDE ALL NECESSARY TRIM FOR PROPER _-_-_-_-_-_-_-_-_ - ---_- - FLOOR ASSEMBLY INSTALLATION ELEV. +63.6' 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL MUDROOM GL. m CONNECTION 'B2' AS GARAGE CONNECTION 'BI' AS IG _ ' KITCHEN I' BATH. 2 NEW C.PER J. �003 NEW R.PER R. To rz 003 0 TYPICAL FLOOR CONSTRUCTION:. --" ( I OI. FINISH FLOORING TO SELECT ! • - 2. 3/4" T46 GDX PLYWD. 5UBFLOOR GLUED k SCREWED 3. F.J. AS NOTED ON PLANS - AT SPANS OVER 8' INSTALL 'X' BRACE ® MIDSPAN 4. MIN. R-30 BATT INSULATION (ONLY BETWEEN FIRST f FLOOR AND FOUNDATION) = 5. 2" THK. SPRAY FOAM AT 13LD6. PERIMETER RIM JOISTS AREA OF STAIRS it PROPOSED FIRST FINISHED FLOOR (A 7AD) _-_-_-_-_-_ PROPOSED GARAGE SLAB - l ------------ I ELEV. +53.6' ELEV. +53.2' CONNECTION 'E' AS Q PER PAGE 0-003 \� 5 NEW STUD TO SILL / r _ - - I STONE UPON 2 PLATE 1 i ------------- AVERAGE GRADE -' - -- � - � SAND BASE ---,--- - --- . ° . � AVERAGE GE " ELEV. +53.1' S ��� N) W 01 m w w m, lids w RAD ELEV. RAC 1 CONNECTION 'E' AS 4" COMPACTED GRAWLSPAGE _ \ CONNECTION 'DI' b D2' PER PAGE 6-003 A66RESATE _ Oz AS PER PAGE 6-003 NEW STUD TO SILL tti Fn NEW FLOOR ASSEMBLY PLATE -- - - - TO SILL PLATE -- - - - -- _�, STEPPED CONTINUOUS MECH. ROOM BASEMENT � FOOTINGS (BEYOND) i SECTION 1 -1/A-501 SEO710N 2-2/A-501 SCALE: 1/4" = 1'-0" SCALE: 1/4" ICI I I CONNECTION 'A' AS PER PAGE 6-005 i NEW RIDGE ------------------------PROPOSED RIDG_E HEIGHT /1 f ---- ELEV. +80.7' r Z w CONNECTION 'BI' ASPER PAGE 6-005 r 12 NEW R.R. TO G.J. i8 --- - ----- - Ll /' FAMILY ROOM EXPOSED BEAM , p PROJECT: FAMILY ROOM OF BRIDGE LANE LLC --- --- ----- _ � - - -- 1 CO-ORDINATE90 NOTCHED H -- _ ----, - - - - 1'I' / LESS N 25 { RAFTER DEPTH (TYP) 1 ' RESIDENCE - ------ I - ----- _ - -- j 5295 BRIDGE LN f i CUTCHOGUE N.Y. 11935 - -- --- -- CONNECTION 'GI' d 'G2' ' I PROPOSED RIDOE HEIGHT -- - -' / - --_- -- -- = -_ -- - I( --- i AS PER PAGE 0-003 j f ELEV. +64.6 � f (OMIT F.J. CONNECTION y � k ^� s WHEN F.J. NOT PRESENT) - - - _ PROPOSE SECOND FINISHDLOOR E FLOOR DRAWING TITLE: MUDROOM f % NEW STUD TO ELEV. +63.6' -- W.I.G. - FLOOR ASSEMBLY BUILDING- r- --- -------______-_ - - -- -- --__---- = BUILDING SECTIONS GREAT ROOM 3 - � -- _ - � / - - GREAT ROOM I , GN' / I PAGE: PROPOSED FIRST FIN15HE_D FLOOR UNDERSIDE PROPOSED FIRST FINISHED FLOOR IJ� "% 0 mOo -0 ELEV. +53.6' OF STAIRS�- D I ----- --- - -------- ELEV. +53.6' F� / I Ac / Y " STONE SAND BASE AVERAGE GRADE / �/ f � �- I i ------ - - - -- -- - � - -- 1-J AVERAGE GRADE .. i DATE: 02/02/23 11 OF 17 ELEV. +53.1' \\ \\' • / ELEV. +53.1 fl %� GRAWLSPAGE BASEMENT %/ / MECH. ROOM 4" COMPACTED ` / CONNECTION 'E' A5 - CONNECTION 'DI' d 'D2' p // AGGREGATE - PER PAGE 6-003 /\\/\/\/ m /% / AS PER PAGE 6-003NEN PLATE STUD TO SILL NEW FLOOR ASSEMBLY �\\��\\i . j TO SILL PLATE 4. I;NDERSIDE SECTION 5.-5/A-30 5GALE: 1/4" = 1'-O" ' ` '' BASEMENT 31 U 0 • T� SEOT 10N 4-4/A-501 SEOT I ON 5-5/A-50 I OF SCALE: I/4" = 1'-0" 5GALE: 1/4" = I'-O" I I 1 1 Q o Nt ,1 FLOOR SYSTEM A5 Yi FLOOR SYSTEM A5 1 FLOOR SYSTEM A5 1 M FLOOR SYSTEM A5 w NOTED ON PLAN j NOTED ON PLAN NOTED ON PLAN NOTED ON PLAN J O NEW STL. GAP PL. 'A', 'B', NEW STL. GAP PL. 'A', 'B', NEW STL. GAP PL. 'A', 'B', NEW STL. GAP FL. 'A', 'B', FLOOR WOOD BEAM FLOOR WOOD BEAM FLOOR WOOD BEAM FLOOR WOOD BEAM OR 'G' (PER BEAM GONFIG.) OR 'G' (PER BEAM GONFIG.) A5 NOTED ON PLAN OR 'G' (PER BEAM GONFIG.) AS NOTED ON PLAN j OR 'G' (PER BEAM GONFIG.) AS NOTED ON PLAN WELDED TO COL.;SEE GAP WELDED TO COL.;SEE GAP WELDED TO COL.;SEE GAP AS NOTED ON PLAN E N WELDED TO COL.;SEE GAS PL. DETAILS PL. DETAILS u) O PL. DETAILS PL. DETAILS NEW 3-1/2" O.D. SCH 40 NEW 3-1/2" O.D. SCH 40 NEW 3-1/2" O.D. SCH 40 NEW 3-1/2" O.D. SCH 40 0 NEW BASE PLATE 'A.' HOT DIP GALV. STL. COL. NEW BASE PLATE 'A' HOT DIP GALV. STL. COL. NEW BASE PLATE 'A' HOT DIP GALV. STL. COL. NEW BASE PLATE 'A' HOT DIP GALV. STL. COL. O WELDED TO COL.;SEE= (ASTM AI23) AS PER WELDED TO COL.;SEE (ASTM AI23) AS PER WELDED TO COL.;SEE (ASTM A123) AS PER WELDED TO COL.;SEE (ASTM AI23) AS PER - C) FOUND. PLAN $Y SIMS BASE PL. DETAILS FOR FOUND. PLAN $Y 51M5 BASE PL DETAILS FOR FOUND, PLAN BY SIMS BASE PL. DETAILS FOR FOUND. PLAN BY SIMS L �- BASE PL. DETAILS FOR: STEEL (OR EQUAL) BOLTING STEEL (OR EQUAL) BOLTING STEEL (OR EQUAL) BOLTING BOLTING STEEL (OR EQUAL) O C Z NEw 4" P. NEW 4" P. NEW 4" P. - T-- PROYIDE GOLD JOINT NEW 4" P. •0 IN PROVIDE GOLD JOINT j; GONG. SLAB GONG. SLAB PROVIDE GOLD JOINT .Y PROVIDE GOLD JOINT GONG. SLAB AT GONG. SEAMS (TYP.) I' GONG. SLAB AT GONG. 5EAM5 (TYP.) AT GONG. SEAMS (TYPJ AT GONG. SEAMS (TYP.) > U IN r�- �I 0 1 ' k1 ° O c •• L O i i. _. J:- 'i`_ ° e e Ji X•..r \,~ • _ A �i i .I ° e ° ° ° '�'' (t'. a a • . e _ I � 4++ GRAVEL BASE i- 7/ 4" GR AVEL BASE ( ° 4' GRAVEL BASE I REBAR UPON (2) 5 -- ! # °` 4" GRAVEL BASE ONEW (2) 5 HOR. ---- ___--___•__-_---_ - j NEW (5) 5 HOR O 1 # REBAR UPON (5) #5 \- ° G-__ a- •, = W: e ` - II _-� \ _ _ f COMPACTED FILL I COMPACTED FILL -- --- ; - HOR. REBAR (4 TOTAL) \ j I I ------- NEW 30"x30"x15" \f --_._e. _ - . _ 4) #5 NEW 36"x36"x18" NEw ( HOR. DEEP P. GONG. PAD J I / EJ�LvIiP, IILED FILL DEEP P. GONG. PAD �` DEEP P. CONC. PADS" DEEP P. GONG. PAD "I ( NEW (5) #5 HOR. REBAR f -----_,____ COMPACTED FILL --- -- ; REBAR UPON (4) #5 ; _' UPON (5) #5 HOR. FTC. (MIN. 4,000 PSI) ---'- �_�__� �__ FTC. (MIN. 4,000 PSI) -- - - - -- FTC. (MIN. 4,000 PSI) FTC. (MIN. 4,000 PSI) ,--- I - - j HOR. REBAR (5 TOTAL) ( I I REBAR (10 TOTAL) o — STEEL COL. 18"x 18"x 12 " FTC. DETAIL 2Cl..STEEL C li$ 24"x24"x 12 " FTC. DETAIL STEEL Cl.. l$ 50"x50"x 18" FTC. DETAIL. STEEL. COL. 56 "x56 "x 18" FTC. DETAIL U D A-401.00 SCALE: 5/4" = 1'-0" -401.00 SCALE: 5/4" = 1'-O" A-401.00 SCALE: 5/4" = 1'-0" A-401.00 - - SCALE: 5/4 - I 0 W loll PROVIDE BEAM SPLICE G/ CENTERED ABOVE COL. PROVIDE BEAM SPLICE g�� PROVIDE BEAM SPLICE 8�� - „ WHEN NOTED ON PLANS CENTERED ABOVE COL.--" (4) 5/5" H.D.G. LAG CENTERED ABOVE COL.,-,' (4) 3/8" H.D.G. LAO _N /2 _ WHEN NOTED ON PLANS BOLTS (PREDRILLED) ►^THEN NOTED ON PLANS BOLTS (PREDRILLED) \ IV4�� r 1 -05 (4) 3/8" H.D.G. LAO PERMAGAST COLUMN AS PER `J - - .._- _ - -- - - - - - -- PLANS; INSTALL AS PER MANU. BOLTS (PREDRILLED) _ _ A�-I/2" O.D. 50H. 40 SPECIFICATIONS ,, - -- - --- O - — --- --- U �� \ - - - u O �� HOT DIP GALV. STL. CP i — / - -I F / 2 O COL. (ASTM AI23) N l O I \ LAN I- 1 I - - _ WELDEDZA5 PER TOPL. O O \\� / O O \�- // - - - - �n 1 �� " 12 SOLID B/P�GONG. IIP �7/ OO O �. 8 x8 x3/8 THK. • �111.••, 3/8" THK. PL. - 'IJ STL. BASE PL. (MIN. 4,000 PSI) I 3/.b THK. H.D. III ' Y4 3/8" THK. PL. I i 3/8" THK. PL. 04 i I i t O # I z / GALV. PL. � �,4 3/8" THK. H.D. � �4 3/8" THK. H.D. � (4) I/2" HOOKED (2) 5 BENT REBAR � 4 OALV. FL. GALV. FL. ANCHOR BOLTS 4 EMBEDDED INTO II° FOOTING MIN. 4 w/ 11 ��� OVERSIZED HASHERNEw 24"x24"xl2" GAP PLATE 'A' GAP PLATE 'B' GAP PLATE 'G' DEEP P. GONG. PAD c� LL=•• ; .. m FOR CONNECTION OF STL. COL. TO (2) I-3/4" WIDE FOR CONNECTION OP STL. COL. TO (3) 1-5/4" WIDE FOR CONNECTION OF STL. COL. TO (5) 1-5/4" WIDE LVL AND END NUT SETUP FTC. (MIN. 4,000 PSI) LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER LVL LUMBER OR (5) 2" WIDE OR (4) 2" WIDE LUMBER OR (5) 2" WIDE OR (4) 2"x WIDE DIMENSIONAL DIMENSIONAL LUMBER OR 5.25" WIDE PSL LUMBER OR 5.25" WIDE PSL, AS WELL AS (2) 1-3/4" WIDE BASE PLATE 'A' m' NEW(5) #5 HOR. LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER �34 „� REBAR UPON (3) #5 HOR. REBAR(b TOTAL) PROVIDE STRAPPING $ NAILING STEEL. COLUMN CAP 4 BASE FLATS DETAILS PROVIDE 3" (MIN.) GONG. COVER AS PER CONNECTION 'D' IN j OF ALL REBAR WITHIN P. GONG. "TYPICAL NAILING/STR:APPING A-401.00 fi ERMAGAST COLUMN FOOT)NO DETA I L REQUIR:EMENT5 FOR UPLIFT, SCALE: 3" = I'-O" FOUND. WALLS b P. GONG. FTG'S. SHEAR, 3 LATERAL RESISTANCE" -401.00 5GALE: 5/4" = 1'-0" ON PAGE 6-005 ® EA. STUD. NEW (2) 2"xb" P.T. SILL PLATES UPON SILL SEAL UPON COPPER 4" P. GONG. SLAB TERMITE SHIELD j 6"xb"-IOxlO W.W.M. BETWEEN NEw 5/8"O HOOKED ANCHOR CENTER d UPPER ; OF SLAB BOLTS w/3" SQUARE WASHER b SECURED IN PLACE DURING POUR ENDNUT;SPACING AS INDICATED j ON G-005 I • 6 MIL POLY MOISTURE RETARDER ASPHALTIC DAMP PROOFING TO EXTERIOR PROVIDE STRAPPING d NAILING AS PER CONNECTIONS 'D' 4 'E' IN - Z "TYPICAL NAIL ING/5TRAPPINO REQUIREMENTS FOR UPLIFT, GRADE SHEAR, S LATERAL RESISTANCE" PROVIDE 3" (MIN.) GONG. COVER ON PAGE 6-005 ® EA. JOIST/ OF ALL REBAR WITHIN P. GONG. �- I II I I ( STUD (AS APPLICABLE) FOUND. WALL5 8 P. GONG. FTG'S. 2'-0" LAP 4" GRAVEL BASE 8 _ ON 44 HOOKED VERT. REAR ® 48" O.G. i II ° Xd - PROVIDE$ETWEEN CAVITIES 2Ex4�(BELOW F.J.) F.T. SILL (TYP) j I PER ENERGY TABLE N TOP I - --- ! I --"_" PLATES UPON SILL SEAL UPON 1- - -_ II _ I (WHEN APPLICABLE) COPPER TERMITE SHIELD _ - -- HORIZONTAL R:EINFORGEMENT OF FOUNDATION WALL5 BOTTOM OF WALL (2 T I II :;' I I O-- -z ---------— -- I t PROVIDE STEPPED FOUNDATION WALL5 6'-O" OR GREATER IN HEIGHT WITH Z w ADDITIONAL CONTINUOUS HORIZONTAL REINFORCEMENT AS FOLLOWS: OTAL) P. GONG. FOUND.WALL FLOOR SYSTEM AS NEw 51b'l HOOKED ANCHOR NOTED ON PLAN BOLTS w/3" SQUARE WASHER d NEW#4 CONT. HOR. REBAR #4 0 ! (MIN. 4,000 PSI) I I I I II b'-8": REBAR ® BOTTOM, MIDDLE, b TOP OF WALL (3 TOTAL) U ----- ; --- -- 1I' I _ - E N N 003 FOR STUD 1 AS INDICPqALLATED ------------�--- ® TOP 8 BOTTOM OF --- -- - - � •_" II_" tll �--� >8': #4 REBAR ® BOTTOM,MIDDLE THIRDS, 8 TOP OF WALL (4 TOTAL) ! P. GONG. CONT. FTC. I ---- O G FOR F J PLATE NEW GONG FOUND. FOUND WALL (2 TOTAL) ' ------ (MIN. 4,DDD,PSU 48" ( II II WALL (MIN. 4,000 PSI) - -- - --- - ---- - - - (3) #5 HOR. CONT. REBAR- i -- - z - ---- -- -- -- NEW#6 VERT.i -- �I I 6 24" O.G.; ui •.'_ • cq I GRADE REDUCE TO #4 VEIRT. Q __-, NEw FOUND. WALL REBAR ® 48" O.G.. PROV. GLEAN i--- I 3„ I ------------ �` �) II - - --- #5 REBARI I I r n L COMPACT FILL ! ! i r Z 4" II r - - - - I -- - (Tl'P.) I I NEW #5 HOR. REBAR ONCE AN 6+_O++ I - - __ __° ___ 4 � �., " II � i - #5 BENT � I I I I I SPACED VERTICALLY °^ ° °� � ° � ° ° � ° " � � PROJECT: II --- REBAR(TYP.) II I' I 12" D.G.;DRILL 8 === 1===----------� ______-___,=_=__�_, _= ___ _ I O � I I � ^I /^ /^ i a e ° °° °' II FOUND. Y `ILL DETAIL (L/ R1./ ) <� II° EPDXY PIN 4" INTO t II Q r ° ° II II a `n ° GRADE A_401.00 _ II i O EXIST. FOUND. WALL BRIDGE �� SCALE: 3/4 - I -O I — ;w I - I I I I USING QUIKRETE ---_ dl ° < l ---- 11 -- ----- - �I - i 1 I I I HIGH-STRENGTH ° ° e " lI < PROVIDE STRAPPING 8 NAILING II 11 ° 11 ° 1I $�. RESIDENCE AS PER CONNECTIONS 'D' 8 'E' IN _ ---- I ANCHORING EPDXY ° a ° ° ° ° ° ° °!I 0++ . ! ( I ( (OR EQUAL) ° ° II< r' t ° II II ° ° ° I ° °' ° "TYPICAL NAILING/STRAPPING II - -__-_.-- ! -__.-_-- I I I II ° c° REQUIREMENTS FOR UPLIFT, PROVIDE 3" (MIN.) GONG. COVER ° SHEAR, t LATERAL RESISTANCE" OF ALL REBAR WITHIN P. GONG. II - I I II^ °' " II ° II Al 5295 BRIDGE LN ON PAGE 6-003 a EA. JOIST/ FOUND. WALL5 S P. GONG. FTG'S. #6 HOOKED VERT. 'I � If ° - STUD (A5 APPLICABLE) ° a - - NEW 2"xb" (BELOW STUD) 8 REBAR® 25" O.G. II --_-_- _ i �4' II ,Ih c a a I1 ° ° N PROVIDE INSULATION 2'x4" (BELOW F.J.) P.T. SILL 11 I r ° ° II ° " 11 '. < ° I MIN.t a II ° ° ° ° °II ° " II Ir. _,I 11 =A= �_ m CUTCHOGUE N.Y. 11935 BETWEEN CAVITIES PLATES UPON SILL SEAL UPON n II j II --- _-------- PER ENERGY TABLE COPPER TERMITE SHIELD ° ° a °IL ° I1 II 4 -- tl--- ° `�Ix ( __-__ CORNER CONNECTION u ° 1t �" ° III ° II (WHEN APPLICABLE) NEW 5/5"0 HOOKED ANCHOR ° BOLTS w/ 3" SQUARE WASHER $ 11 °_ °_ ____°_ DRAWING TITLE: d1CL--u-_C--__—_—='------ 1--____—____ FLOOR SYSTEM AS ENDNUT;SPACING AS INDICATED ASPHALTIC DAMP �1 0- - I ° a II Q ° ° c------�jljl° -_ ., ° If ° u NOTED ON PLAN ON G-003 FOR STUD WALL 8 ® PROOFING TO EXTERIOR I° -- w O- ° °II' ° < ° ° II 11 ° ° DESIGN DETAILS 45" O.G. FOR F.J. PLATE I n II ° I < II . " 11 --- - --- - - - ASPHALTIC DAMP ° I 5 REBAR ( ) - __ _____ < __ - - _= c- -___---_- r I F NUMBER OF STEPS REQUIRED ° 'I ° - -- -- ' --- # R TYP. 2' O" LAP NEW #5 HOR. REBAR ° ° °.= fi 1�1 ° I I ------ ------ - .. .V - (3 TOTAL) - DRILL d PROOFING TO EXTERIOR 11 ' _ I (TYP,) II II r II T. ° 11 EPDXY PIN 6" INTO II ° II \ r z 11 q _ EXIST. FTC. U51NG II ° II' 411 PROVIDE 3" (MIN.) GONG. COVER f ------ - _____- = i=�� --- -- ' - -- P. GONG. FOUND. WALL - I Z� !I � .tII GRADE ° . II i - I t- f--�----- - QUIKRETE < �>. r - II e II ° OF ALL REAR WITHIN P. GONG. (MIN. 4,000 P51) •11 �. I I I I HIGH-STRENGTHit =_= Iln II II II ; u FOUND. WALLS 8 P. GONG. FTG'S. 1 j ° ANCHORING EPDXY c ° ° A=r 1111 ° JI ` II II° PAGE: z 4' II y I ! I I I (OR EQUAL) IIII `_° ��_� } { ° NEW #4 BENT VERT. REBAR ® I6" O.G. �' ------ -- ° ° 11 u' " U HOOKED BENEATH HORIZ. REBAR 11" ! #4 HOR. CONT. REBAR ® II11 11 ----- ! I -- TOP, MIDDLE THIRDS, 8 a II° I I I I " e #4 HOOKED VERT. REBAR ® 48" O.G. II _ 11 - --__- I __.-- I IIII ° r. °II a NEW 16" WIDE x 8" DEEP. P. GONG. A-da0loOO BOTTOM OF WALL(4 TOTAL) + 1 I I t=emu --_---- �1== II° II � -- I STEPPED FTC. (MIN. 4,000 PSI) P. GONG. FOUND. WALL (MIN. 4,000 PSI) #4 HOR. CONT. REBAR a TOP 4BOTTOM OF WALL 2 TOTAL.) iI °" - P G(M N. 4,000 P51) :<e Ij a --- w E i !- - I I m J`- ql ° 3" MIN. NEW #5 HOR. REBAR(3 TOTAL) I I _ 1a . -. _ _ - MIN. DATE: 02/02/23 12 OF 17 P. GONG. CONT. FTC. (MIN. 4,000 PSI) ° II - O I I ( --.' 6"xb"-IOxlO W.W.M. BETWEEN ° °II I _____ ! i J Q I I II NEW FTC. 2'-8" 2'-8" - --- REBAR CENTER 3 UPPER� OF SLAB (TYPa SECURED IN PLACE DURING POUR II ; 4" P. GONG. SLAE3 '.I I I ° I I I I I I 5TEFFED FOUNDATION DETAIL - - - - a j A-401.00 _ EA ,I SCALE: 5/4" - 1'-0" t c=J- I1 I , _ tom:. �,1_. —'-*'• -- -�--- - a — J 1' ✓ 'ti, �, ° <. b MIL POLY °r ti y�{ M. ' b MIL POLY ° °. ° O --__ _- _ � � I ! ., a' ! .�--• I � I I � C7 � d -. MOISTURE RETARDER - - ._ MOISTURE RAVELRETA�BASE ° • < `�• -1- ! ! ---- --------- 4" GRAVEL BASE, ---- I + (3) #5 HOR. GONT. REBAR I " I --- -- -- -- (3) #5 HOR. CONT. REBAR I ! I -2-O I �t ----- -.. PROV. GLEAty JL ✓ 2'_0 ( I I COMPACT FILL ! T CONNECTION y 0,3 h _ ! T 7�Q,,, C�PROV. GLEAN ' --- ------ COMPACT FILL F N �� ! FOUND. MALL DETAIL (CRANL5F.) FOUND. NALL DETAIL (BASEMENT) REBAR 01/ERLAP DETA I L A-401.00 SCALE: 3/4" = I'-O" A-401.00 SCALE: 3/4" = I'-,- SCALE:A-401.00 SCALE: 3/4" = I'-O" 0- NOTE: I. IF FINISH MASONRY USED (SUCH AS BLUESTONE) — MASON TO ADJUST 0 HGHT OF LANDING AS REQ'D TO ACCOUNT FOR FINISH MASONRY _J 0 2. ALL HORZ.SURFACES SHALL BE PITCHED ® 1:48 AWAY FROM BUILDIN6 Q 5. FOR SLAB5 ABUTTING FRAMING, INSTALL �i •C N HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE COPPER FLASHING FROM 12"ABOVE AND SPECIFIED ON SIDE OF STAIR IN ACCORDANCE w/MANU. SPEC.'s; ADJACENT TO SLAB, BED ALL FLASHING LO O IN ASPHALTIC MASTIC O w r- � PLANS AND NOT PROJECTING MORE THAN 4Y2" INTO PITCHED METAL STAIRWAY;SEE HANDRAIL &RIP SIZES ADJACENT P.GONG.SLAB w LO y- > jZ- 0 4- � � O w/bxb 10/10 WWM � I STAIR DRAINAGE CALCULATIONS: I" UPON COMPACTED STAIR WIDTH = 5'-b" (TYP) FILL �- .JOIST HANGER BU PROPOSED NEW IMPERVIOUS AREA= 50.2 S.F. GRADE 0- 'SIMPSON' OR EQUAL O r- z FIRST/SECOND FINISHED FLOOR 50.2 S.F. x 2" RAINFALL EVENT = &.4 FT3 STORAGE REQ.'D REBAR BENT TO • -a -__ _ V N — -- VOLUME IS INCLUDED IN DRY WELLS SHORN ON PACE 0-00I SLAB AS SHOWN 4=�==----�--- IY2" MIN. SPACE BETWEEN \ COORDINATE RISER/TREAD i Q O WALL AND HANDRAIL01 1- \ COUNT PER FLOOR PLANS. (1) #4 REBAR ® EA. / FOR MASONRY STAIRS VR ® ENDS g/a" PINE RISER cL� • \\/\\`\\//\\//\\//\\//\\// w ABOVE GRADE, OMIT LOW STEP;3" G ER LANDING b DRAINAGE \/\/\/\/\/ 5/4" PINE TREAD STANDARDS FOR ORIFFABLE HAND RAIL %/ /\\// \�j\\//\ /\/\/\/\/\/ \ --- - SCALE: NTS // \\ - GROSS SECTION LANDING - MIN. //y�� \\�\\� // COMPLETED j\\j - 10" !Q _ 00 X a• ° ° ` \\\\\i\�\\\\\\i\\�\\� /\\/\\ _z O MIN. cq z HANDRAIL �'i d ° �i /\// /#4 REBAR ® 10"/\//\//\// /\//\/�\ U `� I" ROUNDED NOSING Q CLEARANCE CIRCULAR NON-CIRCULAR 4"P.GONG.SLAB w/ 2°x4° r ��� \\/\\/\\'O.G. (MIN. 5) \\/\\/\\/\\/\\/\\/ IL L W.W.M. m \ w/Y4" RADIUS w b"xb"-IOAO KEYWAY W UPON COMPACTED FILL •° ° ° i // \. (NOT INCLUDED IN y�iii \\ \\ \. • TREAD DIMENSION) / u n j / 4" DRAIN CONNECTED ,'�j� /\ `/\/\/\/\/\/\/\/\�\/\/\/\/\ t<1 � I/2 / u u 4 -6Y4 �i TO EXIST.MAIN LINE a�iii° too// // // // // //\// // // // // //, // // V \ \ \ \ \ \ \ \ \ \ \ \ I / FER I- / 2Y4 / \ \r c \\ \\ \\ \\ \\ \\/\\ \ \ \ \ ' MIN. / l l/4 -2 / / MAX. / - -o /'�/iL1��ti,///\/\/////// // //. NOTE: j/j/\ • — j METER / / -=- T--------- II \j\\/\\, \/\\/\\j\\j\\/\\j\ SHALL L BE CONC. /\\/\\/\ \ ~z ---=-- 4,000 PSI //\//\// #4 REBAR CONT. ® 10" O.G. (MIN. 5) II \ \\ \\ \\ \\ \\ \\ \ \ /// / iceii i i//i r r �� //i//i\//i � w N � (I) #4REBARGONT. 11 \�\ :�\\ \\ \\\\ \\ \\�\\ \\ \\ \\ \\ \\ \\ \\ \\ U \ ` J z - Q -11 / / / / / / / /\/\/ /\/\/\/\/\/\ \/\ ` v wQ� #5 BENT REBAR ® 12" O.G. 1 /\\ \/\ /\\/\\/\\/\\/\\/\\/\\/ ' II /\//\//\//\//\//\//\//\//\//\//\//\/\ 8" THK. P. GONG. WALL II \/\/\/\/\/\X\/ \/\/\/\/\/\/\/\/\/\/ `. w °`1P / / / / i / / / (I) #4 REBAR CONT. I e //\\// \//\\//\\ (5) 2"xl2" STRINGERS ® w/ R-21 \ d //\/\/\/\/\/\/\/\/\/\/\/\/\/\/\ \/\ INSULATION, IF UNDERSIDE 15 FACING \ �Y j / / / II' \\ \ /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\�\\/\\ \\/\ IV' WIDE x b" DEEP �JJ. \//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\ STORA6E/NON-HABITAL SPACE \ \ / / P. CONC. FTC. Y' s• m \\\\\\\/\\/\\\\\\\\\\\//� i f STORAGE UNDER Y2" GYP. BD. \\ (5) #5 HOR. REBAR �`5 (WHEN AFFLICALBE) `�\\ MASONRY STAIR DETAIL IA-402.OLI \ � SCALE: 3/4" = I'-O" TREATED 2"xI2" 51LL FOR CONTACT w/GONG. (IF APPLICABLE) \ \ NEW WHITE DUROLAST EPDM ROOF BASEMENT/F I RCS-T FLOOR MEMBRANE (OR EQUAL); INSTALLATION, - - --- - - LAPPING OF SEAMS,AND SEALING OF - --- --- -- -- EPDM MEMBRANE AS PER MANU. ALL EDGES OF ROOF NOT PROTECTED BY 5PEG.'5. PITCH TO CUTTER. COPING REQUIRE 6ALV. DRIP STOP EDGE. PERIMETER OF ROOF INSULATION WRAPPED IN VAPOR BARRIER FINISHED FLOOR - FIN15HED NEW J" THK. PLYWOOD ROOF DECKING I NEW I" THK. RIGID INSULATION ADHERED TO DECKING 6ALV. DRIP-STOP INTERIOR N001O ) STAIR DETAIL ---- -- ----- -- - --- - EDGE A-402.0 SCALE: 3/4" NEW " THK. GYP. BD. I BASEMENT ry z PROVIDE INSULATION BETWEEN CAVITIES FLOOR ui ui PER ENERGY TABLE (WHEN APPLICABLE) 0 U ROOF RAFTERS AS NOTED ON PLAN El _-- SLAT ROOD DATA I L I N I NDON NELL DETAIL w A-402.0 SCALE: I" = I'—o" A-402.0 „ _ a SCALE: I/4 I -O o PROJECT: BRIDGE LANE LLC RESIDENCE 5295 BRIDGE LN CUTCHOGUE, N.Y. 11935 DRAWING TITLE: DESIGN DETAILS PAGE: A-4 0;-0e 0 0"', 0 DATE: 02/02/23 13 OF 17 .,,Op Aid`"` OENERAL_ 5�I " I50L I�E� : " a EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT - WOOD FRAME (L.G. STL. Lj WHEN APPLICABLE) EXISTING TO REMAIN NEH WOOD FRAME (L.G. NEW FOUNDATION WALL 25'-0" 5TL. WHEN APPLICABLE) �� VERTICAL b HORIZONTAL .+- I ' REINFORCEMENT WITHIN RETAINING 4'-10"R F 8 C N NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL > V WALL SHALL MATCH 51ZE t L " WOOD FRAME (L.G. STL. ElSPACINO I T POST FOR 4" HALLS 'v FULL-HEIGHT BASEMENT HAEn LLS Q v WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL C)POST FOR 6" WALLS), U.O.N. r NEW 2-HR FIRE RATED - --- WOOD FRAME (L.G. STL. O CZT_ N WHEN APPLICABLE) - - - 4B - N - - - - - -1 STRUCTURAL PLAN NOTE=S POST 4 COLUMN DESIGNATIONS: (2) 2"xa" HDR, C CO c U POSTS Q COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED - O p ;L .-- SINGLE SPAN STRUCTURAL MEMBER: AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY - - _ _ - -- _ _ - - -- _.__ _c O -f-► In OSUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED I -�-+ N -N STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES d STANDARD 5'-2"�1, 12 iu? O O ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY FRAMING REQUIREMENTS. I i X�j� G 10 Q �-- � O ABOVE INDICATED POST5/BEAM5. 2"xl0" F.J. O Q m STACKED POST/COLUMN: 0 AI (I) 2"x4" POST 81 (U 2"xb" POST ® I6" O.G. h OABOVE/BENEATH v N 2 LOCATE INDICATED POST OR COLUMN ABOVE/BENEATHI � �> P05T OR COLUMN ON FLOOR BELOW/ABOVE. I 2"AO" F.J. INTERIOR LOAD BEARING WALL (ABOVE): A2 (2) 2"x4" POST B2 (2) 2"xb' POST a ' 14 ® 16" O.G. AS INDICATED BY DASHED OUTLINE. C ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY ` • UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. A3 (3) 2"x4" POST 83 (3) 2"xb" POST 10'-4y2" - 12'-Ily2" I • - INTERIOR LOAD BEARING WALL: M 3B AS INDICATED BY HATCHING. - ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY A4 (4) 2"x4" POST B4 (4) 2"xb" POST ix 0 Q I I Ix��tL m 10 ( U UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. I I 6G I r j 0 Q 14 rn 4A HOLDOWN (I5T TO 2ND FLOOR): A5 (5) 2"x4" POST 85 (5) 2"xb" POST 'ry F J I I I OHOLDOWN 'A' AS PER PAGE 6-003 HOLDOWN (FOUNDATION TO IST FLOOR): 3-1/2" O.D. SGH 40 5-1/2" O.D. SGH 40 I G�-� --�Q' aG 48 HOLDOWN 'B' AS PER PAGE 0-005 p�� STL. COL. (ASTM (�.-n STL. COL (ASTM `J NEW UN-REINFORCED P. GONG. SLAB AI23) BY SINS ' -' AI23) BY SINS a 5A I. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON STEEL (OR Ea.) STEEL (OR EQ.) - ADJOINING PAD in <to 5 TO BE POUD 2. b MIL POLY VAPOR BARRIER UPON dJ FTG.MONOL T IGALLY x _l�q to ( ) 3. 4" (MIN.) GRAVEL BASE cr I r O Q N ( v I NEW REINFORCED P. GONG. SLAB POURED CONCRETE AND STEEL REINFORCEMENT NOTES: 5B 1. NEW 4" THK. P. GONG. SLAB w/6"xb"-I0/10 W.W.M. UPON (2) 2"xl0" F.J. ® 12" O.G. r - 2"xl0" F.J. 2. b MIL POLY VAPOR BARRIER UPON I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT BELOW LOAD BEARING WALL ® I6" O.G. 3. 4" (MIN.) GRAVEL BASE FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND DOWNWARD FROM THE BOTTOM OF EXI5TIN5 ADJACENT FOOTINGS. 2"xl0" F.J. O PAD FOOTING 1b"xla"x12" DEEP P. GONG. PAD FOOTING .AS PER 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION I I G 68 DETAIL I/A-401. SHALL BE DE-WATERED. THE POUR 51TE SHALL REMAIN DRY FOR LLL���JJl��� ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER b'-6J/2" 14'-�2" PAD FOOTING ENCOUNTERED. -i 6B 24"x24"A2" DEEP P. GONG. PAD FOOTING AS PER 2"xl0" F.J. F-Q DETAIL 2/A-401. 3. POURED CONCRETE SHALL BE KEPT M015T FOR A MIN. OF 14 DAYS. ® I6" O.G. = -1 lt1 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT O M (I PAD FOOTING 2a DAYS AND SHALL CONFORM TO THE CURRENT AGI 515 CODE. MECH. ROOM I x 6G 30"x30"x15" DEEP P. CONC. PAD FOOTING AS N PER DETAIL 3/A-401. III S.F. -� 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED w> CARBON STEEL ASTMA615 CRAVE 60. WWM FOR SLABS DO NOT (2) 2"xl0" F.J. BELOW WALL I m 0_ - PAD FOOTING NEED TO BE EPDXY COATED. I - O 6D 36"x36"A95" DEEP P. GONG. PAD FOOTING AS PER DETAIL 4/A-401. b. U.O.N.,REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS _ II O SHALL BE STAGGERED. STRUCTURAL PERMAGAST COLUMN (a,000 LBS): I 2"xl0" F.J. 7A STRUCTURAL SQUARE PERMAGAST COLUMN w/MIN. -7. PROVIDE MECHANICAL DEVICES TO HOLD 57EEL B HARDWARE IN (3) 2"AO" FLUSH BM. ® STAIRS a,000 L55 LOAD BEARING CAPACITY. BEAM PLACE AT TIME OF POURING 4 MAINTAIN REQUIRED CLEARANCES, PLACEMENT SHALL ENSURE CONCENTRIC (LOADING OF COVERAGES, AND PLUMBNESS. COLUMN, AS PER MANUFACTURER SPECIFICATIONS. PERMAGAST COLUMN FOOTING (PAD FTC. b. CEMENT SHALL CONFORM TO ASTM C-33 FOR STANDARD WEIGHT ( I z 2"xl0" F.J. O 78 PERMAGAST COLUMN UPON 12"� P. GONG. SONOTUBE CONCRETE. lu UPON 24"x24"x12" DEEP P. GONG. FOOTING AS PER I i o a bD H DETAIL 6/A-401. ® 16"xa" DEEP P. GONG. CONTINUOUS FOOTING CONGETE - GOLD WEATHER POURING d CONCRETE MIXTURE I I - Q 2 x U AS PER DETAIL 'I/A-401 (TYP.) N m I f 1 Q r I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF O CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE ®N 2"xl0" F.J. ® 16" O.G. O J NEW I6"xa" DEEP P. GONG. CONTINUOUS FOOTING AS PER I Ul w/SIMPSON LU52a 58 �B DETAIL 13/A-402. DRILL d EPDXY PIN (4" EMBEDMENT) HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. � cV m 1 HN&R. ® FLUSH BM. FTC. S FOUND. WALL INTO ADJOINING FTC). S FOUND. WALL Q =z OF BASEMENT(OR POUR MONOLITHICALL•i' w/ 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. REINFORCEMENT PLACED). 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL � I IL� 24"xl2" DEEP P. GONG. CONTINUOUS FOOTING CONFORM TO AGI 306. I = N aG AS PER DETAILS a/A-401 d 9/A-401 (TYP.) I 0� 6B _ - _J (5) 1.'15"x4.5" T.J. 2.OE MICROLLAMI 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / I c LVL FLUSH BM. BELOW POST TO TOP OF FOUND. WALL MAY BE STEPPED DOWN AS SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO O REQ.'D TO ACCOMMODATE GARAGE DOOR CLOSURE d TEMPERATURES WITHIN 10° F OF CONCRETE. m -UPSET BM�ABOVE _ �.- I � ' 15'-4" 23'-4" DWELLING ENTRY (VERIFY DIM. IN FIELD) 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. - - - F�Q (2) I.'15"x9 T.J. 27E -1 = 3 REMOVE AS REQ'D. = I m - I "IA 7A to TYPICAL P. GONG. FOOTING S WALL CONSTRUCTION: MICROLLAM LVL FLUSH BM. in p T I • 2"x6" P.T. SILL PLATE w/COPPER TERMITE SHIELD d 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE I I BELOW 2ND FL. STAIRS x v r l SILL SEAL;2'x4' P.T. SILL PLATE 6 LOWER SHELF. Q X Z PERMITTED WHEN NECESSARY. • ANCHOR BOLTS AS PER PACE 0-003 I I I r -1 • P. CONC. FOUND. WALL AS PER DETAILS cl/A-401 ® tu FULL HEIGHT 1 -I. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° FOR HIGHER °: "��� BASEMENT BASEMENT, DETAIL b/A-401 ® CRAWLSPACE, b DETAIL AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. - cv O -I/A-401 ® SLAB-ON-GRADE -- • P. GONG. FTC. AS PER DETAIL(S) NOTED SEPARATELY b. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. 1 ASPHALTIC MASTIC. DAMP PROOFING TO EXTERIOR • B.O. FOOTING 3'-O" BELOW GRADE MIN. q. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE J • 1/2" EXPAN51ON JOINT 0 PERIMETER O'F SLAB (WHEN PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 2"xl0" F.J. 68 2"xl0" F.J. APPLICABLE) (ASTM G4114/C4<14M, TYPES G AND E). CONT. FTC. ® REAR GRAWL5PACE - AIR ENTRAIN P. GONG. FOR PORCHES ,/ PATIOS/ I lb" O.G. ® I6" O.G. �� � WALL SHALL BE 2" OFF-CENTER OF 10" d STOOPS (WHEN APPLICABLE) 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GROSS SECTIONAL I THK. FOUND. WALL,TO ALIGN w/ FTC. O Q MASON TO ACCOUNT FOR FINISH STONE ON THIN SET AREAS EXCEED ONE SQUARE INCH. I N-� OF b" THK. GARAGE FOUND WALL O • FOR HEIGHT OF WALL d SLAB (WHEN APPLICABLE) 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXP05ED aG X Q r TO REPEATED FREEZING AND THAWIN6 UNTIL CONCRETE HAS II NEW ATTIC ACCESS - PULL DOWN STAIR: REACHED A COMPRESSIVE STRENGTH OF b00 PSI. I SPLICE DROPPED BM. ONLY; i PROJECT: 1. MIN. 550 # CAPACITY > FLUSH BM. TO RUN CONTINUOUSLY ^O.__i 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. BELOW BEARING WALL ABOVE I ri 3.DBL. FRAMING WHEN NEW OPENING,U.O.N. C 15'-O" 24-D' BRIDGE LANE L LC 4.WEATHERSTRIP ACCESS OPENING 6 PROVIDE R-4Q _ C C 48 4B 4B INSULATION ABOVE w/ WD. FR. (OR EG.) BAFFLE OR c 6B I 6D - -' - - -- -- -- --- - - - - - - - -- -- - -- -- - - - - RETAINER TO PREVENT INSULATION FROM ENTERING _ - t - - - -� --- ! _ _ tl - RESIDENCE DWELLING WHEN OPENED, AS PER NY5 EGG R402.2.4 - - -- 6 (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE (2) L-7 x9.5" T.J. (2) I.75"x9.5" 1 I (2) L"15"x9.5" � (2) 1.75"x9.5" T.J. THERMAL ENVELOPE OF BUILDING). 2.OE MIGROLLAM - T.J. 2.OE T.J. 2.OE2.OE MICROLLAM5.INSTALL AS PER MANU. SPEG.'sLVL FLUSH BM. MIGROLLAM - -- MICROLLAM LVL FLUSH BM. I Ib Li 10 146.CONSULT H.O. FOR PRECISE LOCATION OF AGGESS. LVL FLUSH BM. LVL FLUSH BM. I 6D ! I a I 5295 BRIDGE LN CUTCHOGUE, N.Y. 11935 12 BEAM POCKET (TYPJ TYPIGAL GLOSED FOUNDATION I4 = I4 I _ O tL O 13 0 PORCHES / PATIOS: 5B m p GRAWLSPAGE p I a 1. SEE NOTED DETAILS 10 ;� W 6 ® I DRAWING TITLE: 2. ALL HORZ. SURFACES SHALL BE PITCHED 0 1:45 AWAY O 5B O - ----- FROM - -- 3. FOR SLABSDIABUTTING FRAMING, INSTALL COPPER I 2'xl0" F.J. r p 2"xl0"F.J.. 5A SLAB ON I 6 PROPOSED STRUCTURAL PLAN Ix _ FLASHING FROM 12' ABOVE AND ADJACENT TO SLAB, ® I6' O.G. ® I6 O.G. 12 I GRADE BED ALL FLASHING IN ASPHALTIC MASTIC n O x I6 14 ( °•.4. PORCH /PATIO WALLS OF SEPARATE POURS SHALL I = BE TO MAIN FOUND5 a b" O.G. VERTICAL TO EA. OTHER O14 PROVIDE 4" SHELF FOR GONG SLAB AND/OR F.J. BEARING -- - - -- - 10 EXTENDED FRAMING TO ROOF RAFTERS: = I I o Q PAGE: a tlp G i I - 1 15 PROVIDE FRAMING EXTENDING FROM WALL, BEAM,OR L_ _ _ _ - - � HEADER (BELOW) TO RR (ABOVE). � 4.g � J 16 STEPPED FOOTING 48 - _ _ _ _ _ u 10 O no NEW FTC. TO STEP AS NEEDED TO ALIGN WITH EXIST. FTC., O a - - e 10 AS PER DETAIL II/A-401. V.I.F. EXIST. FTC. DEPTH. I e 1 PLACE CLOSED STAIR FTC. ABOVE I DATE: O2 O2 23 SOIL BEARING CAPACITY NOTE. BASEMENT FTC. d PIN INTO FOUND. WALL P . _ / / 14 OF 17 w/4" EMBEDMENT;STEPPING CLOSED L - - 5B STRUCTURAL DESIGN OF FOOTINGS ASSUIMES A SOIL - - - - STEPPED FTC. MAY OCCUR EARLIER (FURTHER O STAIR FTC. TO BASEMENT FTC.NOT REQ.'D 9 BEARING CAPACITY OF 1.0 TON/S.F. 13 I SOUTHEAST,BELOW NORTHEASTERN GARAGE WALL) AS ALLOWED BY FINAL GRADING. V.I.F. b ENSURE B.O. FTC. MIN. 3'-0" BELOW GRADE. ( � ' I I I " I I I6 I �D l0 -1 I O C / � 25'-0" 24'-0" 4B �•- 64'-0 03�405 DP IN FROF'05ED FOUNDATION STRUGTURAL FLAN SCALE: 1/4" = 1'-0" OE ERAL 'T" i50L <E-T" --{{ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT - -I WOOD FRAME (L.G. 5TL. LW WHEN APPLICABLE) EXISTING TO REMAIN � NEW WOOD FRAME (L.G. NEW FOUNDATION WALL J v �-..-.---{ �-� I----{ 5TL. WHEN APPLICABLE) Q ;�_' N NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL If L0 O WOOD FRAME (L.G. 57L. El POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR 6" WALLS), U.O.N. NEW 2-HR FIRE RATED WOOD FRAME (L.G. ST'L. 0 _CZ _ WHEN APPLICABLE) 4 4 'o CV � I STRUCTURAL PLAN NOTES POST $ COLUMN DESIGNATIONS: _ _ P05TS S COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED _ __ ____ _ _ AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY (2) 2"x8" HDR (2) 2"xO" HDR -- --- --- _ _ __ O SINGLE SPAN STRUCTURAL MEMBER: r N I SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED �� 'I _ -t-+ O O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES 6 STANDARD / �I O 0 ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY FRAMING REQUIREMENTS. ABOVE INDICATED P05TS/BEAMS. �LJ I O STACKED POST/COLUMN: 2"x1D" F.J. 2"xlo" F.J. p AI (1) 2N4" POST Q BI (1) 2"xb" POST --- --- ® I6" O.G. ® I6" O.G. O2 LOCATE INDICATED POST OR COLUMN ABOVE/BENEATH - - P05T OR COLUMN ON FLOOR BELOW/ABOVE. 1 INTERIOR LOAD BEARING WALL (ABOVE): A2 (2) 2"x4" POST B2 (2) 2"xb" POST O_� ® AS INDICATED BY DASHED OUTLINE. 3B cV ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLYU C0� ;' >I L UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. A3 (3) 2"x4" POST g3 (3) 2 xb POST ~- 1 INTERIOR LOAD BEARING WALL: w< O AS INDICATED BY HATGHIN6. ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY A4 (4) 2 x4' POST B4 (4) 2"x(o" POST UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. A /1HOLDOWN (I5T TO 2ND FLOOR): (5) 2"x4" POST B5 (5) 2"xb" POSTHOLDOWN 'A' AS PER PAGE G-005HOLDOWN (FOUNDATION TO 1ST FLOOR): 5-1/2" O.D. SCH 40 5-I/2" O.D. SCH 40HOLDOWN 'B' AS PER PAGE 6-0035TL. COL. (ASTM o--�lp STL. GOL (ASTMAI23) BY SIMS u AI23) BY SIMS 2"x10" J x 2NIO" F.J. ® I6" O.G. NEW UN-REINFORCED P. GONG. SLAB STEEL (OR EOJ STEEL (OR EO.) SA I. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON w/SIMPSON LU528 tD w/SIMPSON LUS28 2. Co MIL POLY VAPOR BARRIER UPON HN6R. ® FLUSH M. IL HNGR. m FLUSH BM. 5. 4" (MIN) GRAVEL BASE v oul NEW REINFORCED P. GONG. SLAB POURED CONCRETE AND STEEL REINFORCEMENT NOTES: A2 C1 5B I. NEW 4" THK. P. GONG. SLAB w/6"x6"-10/10 W.W.M. UPON 2. 6 MIL POLY VAPOR BARRIER UPON I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT CC) COP) ''( 3. 4" (MIN.) GRAVEL BASE FOUNDATIONS BY AN ANGLE OF 45' PROJECTED OUTWARD AND Q i DOWNWARD FROM THE BOTTOM OF EX15TINO ADJACENT FOOTINGS. IJ •-•- •- • - • -•- • - PAD FOOTING I 3A IS"x18"xl2" DEEP P. GONG. PAD FOOTING AS PER 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION }. I W Qr n 1 DBL. F.J. DIRECT-Y BELOW POSTS W DETAIL I/A-401. SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR 3B I N Q -- --- - I ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER SUPPORTING FLU5H 6M.5 d HDR.5 PAD FOOTING ENCOUNTERED. 2'xl0" F.J. ( ABOVE I ~J 6B 24'x24' I2" DEEP P. GONG. PAD FOOTING AS PER 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. DETAIL 2/A-40L ® I6" O.G. Q 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT --_11 O 30"x30"x18" DEEP P. GONG. PAD FOOTING AS PAD FOOTING 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 515 CODE. n, bG - uw i D�i r PER DETAIL 3/A-401. 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED (.2)HDRa' CARBON STEEL ASTMA615 GRADE 60. WWM FOR SLABS DO NOT PROVIDE (5) 2"xb" JACK STUDS- PAD FOOTING NEED TO BE EPDXY COATED. FOR $FARING OF LVL HDR 3 6D 36"x36"x18" DEEP P. GONG. PAD FOOTING AS PER (5) 2"xb" FULL HOT. KING STUDS 3B _ . ._ . . DETAIL 4/A-401. 6. U.O.N.,REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS I • 3 �j SHALL BE STAGGERED. STRUCTURAL PERMAGAST COLUMN (5,000 L135): - --II _ _ _ _ PROVIDE THE FOLLOWING STUDS d 7A STRUCTURAL SQUARE PERMAGAST COLUMN w/MIN. 'i. PROVIDE MECHANICAL DEVICES TO HOLD STEEL d HARDWARE IN - - - - - - CONNECTIONS AT THIS LOCATION: 8,000 LBS LOAD BEARING CAPACITY. BEAM PLACE AT TIME OF POURING d MAINTAIN REQUIRED CLEARANCES, > �- (2) 1.-154 " T.J. 2.OE ti11CROLLAM LVL . (5) 2"xb" JACK STUDS FOR �N PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF GOVERAGE5, AND PLUMBNESS. i I �j "x .5 A3 FLUSH BM. BELOW NALL ABOVE BEARING OF LVL HDR COLUMN, AS PER MANUFACTURER SPECIFICATIONS. Q O cwm I • (b) 2"xb" FULL HOT. KING STUDS PERMAGAST COLUMN FOOTING (P Q FTC. 5. CEMENT SHALL CONFORM TO A5TM G-53 FOR STANDARD WEIGHT p ( j �H Ili • CONNECT(2) 2"x8" HDR TO KING 7B PERMAGAST COLUMN UPON 12"0 P. GONG. SONOTUBE CONCRETE. O 1 - zN STUDS w/SIMPSON HUG26-3 HN6R. UPON 24N24N12" DEEP P. GONG. FOOTING AS PER v v ® O� DETAIL b/A-401. q Lc 0-® I I z 1 _ l �1 ® I6"x8" DEEP P. GONG. CONTINUOUS FOOTING GONGETE - GOLD WEATHER POURING d CONCRETE MIXTURE p 1 - O d►� Q il! AS PER DETAIL 7/A-401 (TYP.) I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF O I I (V x NEW I6"x8" DEEP P. GONG. CONTINUOUS FOOTING AS PER CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE ? I try l DETAIL 13/A-402. DRILL d EPDXY PIN (4" EMBEDMENT) HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. - p BB m z FT6. 8 FOUND. WALL INTO ADJOINING FT6. d FOUND. WALL w III OF BASEMENT(OR POUR MONOLITHICALLY w/ 2• SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. x X I REINFORCEMENT PLACED)' 3. ALL GOLD WEATHER PREPARATION5 AND CONCRETE POURING SHALL r 24NI2" DEEP P. GONG. CONTINUOUS FOOTING CONFORM TO AGI 506. m p 1 (2) L75"x11.875" 'f.J. 2.OE MIC EEL FLILANi 3g i I I I A5 PER DETAILS 8/A-401 8 9/A-401 (TYP.) LVL w/(I) 0.375" THK. STEEL FLITCH 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / PLATE UPSET BM. (TOP FLUSH w/F.J) TOP OF FOUND. WALL MAY BE STEPPED DOWN AS SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO PROVIDE (3) 2"xb" JACK STUDS (2) 2"x8" HDR OREQ.'D TO ACCOMMODATE 6ARA6E DOOR CLOSURE d TEMPERATURES WITHIN 10° F OF CONCRETE. FOR BEARING OF LVL HDR 8 DWELLING ENTRY(VERIFY DIM. IN FIELD) (5) 2"xb" FULL HOT. KING STUDS OFT 7A5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. m A3 REMOVE A5 REQ'D. m (2) 1.75"xlb" T.J. 2.OE MIGROLLAM LVL UPSET BM. (BOTTOM FLUSH w/DO_PPED BEAMS) OTYPICAL P. GONG. FOOTING $ NA1_L CONSTRUCTION: I w�I 10 2"xb" P.T. SILL PLATE w/COPPER TERMITE SHIELD • b. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE J w O SILL SEAL;2"x4" P.T. SILL PLATE ® LOWER SHELF. 1 0- p ( i ui • ANCHOR BOLTS AS PER PAGE 6-003 PERMITTED WHEN NECESSARY. X ® ® o� I- • P. GONG. FOUND. WALL AS PER DETAILS q/A-401 ® 7. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° F OR HIGHER O O V z< _1z m tu BASEMENT,DETAIL 8/A-401 ® CRAP LSPAGE, d DETAIL AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. �m p O ~ ul O p � a:Z M71 =nm I ' AILty in o 0 7/A-401 ® SLAB-ON-GRADE - z w z O z d -- 6 0- • P. GONG. FT6. AS PER DETAIL(S) NOTED SEPARATELY 8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. ®zQ d N ® �� 1 OI �N® O - -- - --- • ® O 0 Ow� • O F a II y ® 6" O.G. ��O ® xb" O.G. (�� -- - ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR 31Y p • B.O. FOOTING 3'-O" BELOW GRADE MIN. 4. NON-CHLORIDE,NON-CORROSIVE ACCELERANT ADMIXTURES ARE �i ►L • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 306 �� w_j m zI O Q p 1 X J m z w-1 APPLICABLE) (ASTM 0414/0494M, TYPES G AND E). x-'z m z pp x � x N __ • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS/ N ;_ a-j. a cv 3® m I r�I N dJ STOOPS (WHEN APPLICABLE) 10. CONSULT ARCHITECT WHEN STEEL EMBEODMENT GROSS SECTIONAL Q = 0 r Q NJ� I^ � AREAS EXCEED ONE SQUARE INCH. - � O I x I3 0 O • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET O x I [k uN> FOR HEIGHT OF WALL 8 SLAB (WHET I APPLICABLE) 11. ONCE CONCRETE IS PLACED. CONCRETE SHALL NOT BE EXPOSED x� cV 3 v t-: U NEW ATTIC ACCESS - PULL DOWN STAIR: TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HA5 n ;�, 'I' ( 4B m PROJECT: II REACHED A COMPRESSIVE STRENGTH OF 800 PSI. I. MIN. 350 # CAPACITY B3 I B3 I� B3 I 2.51ZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x5O") 3B I A3 A2 (3) 2"O0" FLUSH BM. R BRIDGE L 3.DBL. FRAMING WHEN NEW OPENING,U.O.N. 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. SIMPSON HU210-3 FLUSH ANE A 4.WEATHERSTRIP ACCESS OPENING d PROVIDE R-49 TO ADJOINING FLUSH BM. /C INSULATION RETANER TOBOVE Pq/PREVENTININS S PER NY'S EGG R402O2.4 W I i� 0> (3)HDR O' Q 4B B2 4g RESIDENCE DWELLING WHEN OPENED, A - - - - - (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATELL THERMAL ENVELOPE OF BUILDING). W m Q I O' x � - 5. INSTALL AS PER MANU. SPEC.'s O T x A3 m cV / 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. Q n ® m cw m / 5295 BRIDGE LN lu 12 BEAM POCKET (TYP) o - >1 j �;\ ,� / a CUTCHOGUE, N.Y. 11935 .n_jo 1 TYPICAL CLOSED FOUNDATION X I a 3A C(� 2"x8" G.J. RO' / 2"x8" G.J. iv I3 ® PORCHES / PATIOS: (V ® < �... -__. . ® Ib" O.G. p ® I6" O.G. x I I. SEE NOTED DETAILS Qm / w \ 2. ALL HORZ_ SURFACES SHALL BE PITCHED ® 1:48 AWAY -- - - FROM BUILDING n v O I I IDRAWING_ TITLE: - FROM FLASHN6BFROM 2I"ABOVE AND IADJA ADJACENT SLAB, L:2DR1O \ \ I PROPOSED STRUCTURAL PLAN BED ALL FLASHING IN ASPHALTIC MASTIC OL- 3 4. PORCH /PATIO WALLS OF SEPARATE POURS SHALL ,; I BE DOWELED w/#5 ® 8" O.G. VERTICAL TO EA. OTHER (3) 2"xl0" HDR _-_______ _ _ _ _ _ _ _ 6 TO MAIN FOUND. B2 14 PROVIDE 4" SHELF FOR GONG. SLAB AND/OR F.J. BEARING 4 (2) 2"x8" HDR 4 G - - EXTENDED FRAMING TO ROOF RAFTERS: 48 4B 1 / PAGE: 15 PROVIDE FRAMING EXTENDING FROM WALL, BEAM, OR -- ------- -- -- -- - / HEADER (BELOW) TO R.R(ABOVE). m / STEPED 16 %I-io 0 0 NEW FTO. TOO STEP AS NEEDED TO ALIGN WITH EXIST. FT6., p / / AS PER DETAIL II/A-4o1. V.I.F. EXIST. F-ro. DEPTH. 2"x8" G.J. Q i 2"x8" G.J. Q ® I6° O.C. ry I \ ® Ib° O.C. n ! DATE: 02/02/23 15 OF 17 SOIL BEARING CAPACITY NOTE: X \ X STRUCTURAL DESIGN OF FOOTINGS ASSUMES A SOIL cv( \ BEARING CAPACITY OF 1.0 TON/5.F. \ i L - - - I (2) 2"x5" HDR B2 (2) 2N.5" HDR m 48 � 4B � O �•-� FROPOSED F I R57 FLOOR STRUCTURAL PLAN =_ SCALE: 1/4" = 1'-0" A "%. Q3740b p� SOP N ay I OENERAL- 5 M5OL <E : _ Q --{{ EXISTING TO BE DEMOLI�iHED NEW PARTIAL HEIGHT 0 - -1 WOOD FRAME (L.O. 5TL. W WHEN APPLICABLE) EXISTING TO REMAIN -J � NEW WOOD FRAME (L.G. - NEW FOUNDATION WALL 5TL. WHEN APPLIGABLE) `- Q :~' w NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL I� Z) Lo O © POST FOR 4" WALLS V WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL P05T FOR (5 WALLS), U.O.N. NEW 2-HR FIRE RATED L � WOOD 5TL. APPLICABLE) I N 5TRUGTURAL PLAN NOTES POST ff COLUMN DESIGNATIONS: P05TS d COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED O O t T- AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY 4 4 O L0 SINGLE SPAN 5TRUGTURAL MEMBER: SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED N O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES 3 STANDARD ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY FRAMING REQUIREMENTS. ABOVE INDICATED POSTS/BEAMS. (2) 2"x8" HDR (2) 2"x5" HDR ° STACKED POST/COLUMN: ® AI (1) 2"x4" POST Q BI (1) 2"xb" POST 1` 2"x&" G.J. 2"x5" G.J. O2 LOCATE INDICATED POST OR COLUMN ABOVE/BENEATH ��� ® I6" O.G. ® I6" O.G. a 161, R.R. a I(oll R.R. POST OR COLUMN ON FLOOR BELOW/ABOVE. ® I6 O.G. � I6' O.G. INTERIOR LOAD BEARING WALL (ABO� A2 (2) 2"x4" POST B2 (2) 2"xb" POST j AS INDICATED BY DASHED OUTLINE. " A I I � ALIGN STUDS OF BEARING WALLS TO LAND DIREGTLY UPON F.J. OR BEAM (WHEN APPLIGABLE) BELOW. A3 (3) 2"x4" POST E3 (3) 2"xb" POST \� INTERIOR LOAD BEARING WALL: O I i U 3E AS INDICATED BY HATCHING. A4 (4) 2"x4" POST B4 (4) 2"xb" POST ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. m n , W HO DOWN I5T TO 2ND FLOOR): (5) 2"x4" POST ES (5) 2"xb" POST N ( I I W 4A HOLDOWN 'A' AS PER PAGE 0-003 ^ O48 HOLDOWN (FOUNDATION TO IST FLOOD 3-1/2" O.D. 50H 40 5-I/2" O.D. SGH 40 Ij HOLDOWN 'S' AS PER PAGE 0-005 5TL. COL. (ASTM Q---� 5TL. COL (ASTM • �� AI23) BY SIM5 AI23) BY SIMS ONEW UN-REINFORCED P. GONG. SLAB STEEL (OR EO) STEEL (OR EQ.) 5A I. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON 2. 6 MIL POLY VAPOR BARRIER UPON Lu U 3. 4" (MIN.) GRAVEL BASE I Q I ' 8:12 PITCH AI I 8:12 PITCH � I NEW REINFORCED P. GONG. SLAB POURED CONCRETE AND STEEL REINFORCEMENT NOTES: _ � c SE 2. 6 MIL POLY VAPOR BARB ER/UPON -10/10 W.W.M. UPON I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT 1 02� - 2"xb" G.J. ® 16" O.G. I O17 3. 4 w/SIMPSON U5 (MIN.) GRAVEL BASE FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND 6 _�) w/51MP50N LUS26 x I - DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. HNGR. ® FLUSH BM. iv HNGR. ® FLUSH BM. i V J PAD FOOTING n lb"x18"x12" DEEP P. GONG. PAD FOOTING Pv5 PER 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION I ^ (1 l DETAIL I/A-401. SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER _ PAD FOOTING ENCOUNTERED. I O 1 6B 24"x24"x12" DEEP P. GONG. PAD FOOTING AS PER --- DETAIL 2/A-401. 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. _ - Al I 4. ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT II I PAD FOOTING l _ 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 318 CODE. 6G 30"x30"x18" DEEP P. GONG. PAD FOOTING AS A2 Q p PER DETAIL 3/A-401. 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED II PAD FOOTING CARBON STEEL ASTMA615 GRADE 60. WWM FOR SLABS DO NOT _ _ O I z I II NEED TO BE EPDXY COATED. = I 6D 36"x3b"x18" DEEP P. GONG. PAD FOOTING AS PER r �' II DETAIL 4/A-401. 6. U.O.N.,REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS 2"x8" G.J. I d - SHALL BE 5TA65ERED. 2 b O.G. -y Q 2"x5" G.J. STRUCTURAL PERMAGAST COLUMN (5,000 LES): ^T ® Ib" o.G. TA STRUCTURAL SQUARE PERMAGAST COLUMN w/MIN. i tV 2"xl0" R.R. 2"xl0" R.R. 7. PROVIDE MECHANICAL DEVICES TO HOLD STEEL d HARDWARE IN __ - - - -- I ® I6" O.G. 3E �' 8,000 LBS LOAD BEARING CAPACITY. BEAM PLACE AT TIME OF POURING � MAINTAIN REQUIRED CLEARANCES, I PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF COVERAGES, AND PLUMBNESS. A2 COLUMN, AS PER MANUFACTURER SPECIFICATIONS. DBL. G.J. 2 A2 15 7E PERMAGAST COLUMN FOOTING (PAD`FTC. 8 CONCRETE NT ALL CONFORM TO ASTM 0-53 FOR STANDARD WEIGHT p - _ BELOW WALL - - _ - - _ _ PERMAGAST COLUMN UPON 12"(P P. CONC. SONOTUBE UPON 24 x24 x12 DEEP P. GONG. FOOTING AS PER 2 A2 15 2"xIO" R.R. ® I6" O.G. 2"xl0" R.R. ® I6" O.G. DETAIL b/A-401. > I I w/EVERY OTHER R.R. DOUBLED w/EVERY OTHER R.R. DOUBLED Ib"x8" DEEP P. GONG. CONTINUOUS FOOTIN 2 2"xb" EXPOSED G.T. ® 32" O.G. (C 32" O.G. MATCHING EXP05ED G.T. BELOW) (® 52" O.G. MATCHING EXPOSED G.T. BELOW)® GS GONGETE - GOLD WEATHER POURING S CONCRETE MIXTURE � � � AS PER DETAIL 7/A 401 (TYP.) Q O I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF iCOORDINATE w/DBL. R.R. ABOVE O p NEW Ib"x8" DEEP P. GONG. CONTINUOUS FOOTING AS PER CONCRETE IN TEMPERATURES UNDER 45' F IF THAT TEMPERATURE O I (IT SB DETAIL 13/A-402. DRILL b EPDXY PIN (4" EMBEDMENT) HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. v �> - ---- O FTC. d FOUND. WALL INTO ADJOINING FT6. d FOUND. WALL 2 SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. W ___ ul OF BASEMENT (OR POUR MONOLITHICALLY w/ REINFORCEMENT PLACED). O 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL ri I x J CA 3. I 24"xl2" DEEP P. GONG. CONTINUOUS FOOTING CONFORM TO AGI 306. r C AS PER DETAILS 8/A-401 S g/A-401 (TYP.) I- i _ 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / _ I - I -3 TOP OF FOUND. WALL MAY BE STEPPED DOWN AS SURFACES. FROZEN &ROUND MAY BE REMOVED OR HEATED TO - y- I Oq TEMPERATURES WITHIN 10' F OF CONCRETE. I Q REQ.'D TO ACCOMMODATE GARAGE DOOR CLOSURE b _ - DWELLIN6 ENTRY (VERIFY DIM. IN FIELD) N 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR 5NOW. I TYPICAL P. GONC, FOOTING 8 WALL GONSTRUGTION: REMOVE AS REQ'D. N 1 I I v I 10 • 2"xb" P.T. 51LL PLATE w/COPPER TERMITE SHIELD # I &:12 PITCH 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE ua 8:12 PITCH SILL SEAL;2"x4" P.T. SILL PLATE ® LOWER SHELF. PERMITTED WHEN NECESSARY. • ANCHOR BOLTS AS PER PAGE 0-005 I CL�� O W • P. GONG. FOUND. WALL AS PER DETAILS g/A-401 ® 7. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 55' F OR HIGHER n BASEMENT, DETAIL 6/A-40I ® CRAWLSPACE, d DETAIL I 0 AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. � J L O I ? � I I ~ I U i 7/A-401 ® SLAB-ON-GRADE • P. GONG. FT&. AS PER DETAIL(S) NOTED SEPARATELY 8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. - • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR I I Qr 2"xl0" R.R. 2"xl0" R.R. `p f • B.O. FOOTING 3'-0 BELOW GRADE MIN. cf. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE p ® I6" O.G. ® I6" O.G. • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 �I r APPLICABLE) (ASTM G4g4/C4g4M,TYPES G AND E). (2) 2"xb" EXPOSED G.T. ® 32" O.G. O I - • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / COORDINATE w/ DBL. R.R. ABOVE x STOOPS (WHEN APPLICABLE) 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT CRO55 SECTIONAL tV AREAS EXCEED ONE SQUARE INCH. 1 I I 0 • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET w FOR HEIGHT OF WALL d SLAB (WHEN APPLICABLE) II. ONCE CONCRETE IS PLACED. CONCRETE SHALL NOT BE EXPOSED " O.G. ( NEW ATTIC AGGE55 - PULL DOWN STAIR: TO REPEATED FREEZING AND THAW 2"xlO" R.R. ® 16" O.G. 2"xl0" R.R. ® 16 PROJECT: THAWING UNTIL CONCRETE HAS w/ EVERY OTHER R.R. DOUBLED w/ EVERY OTHER R.R. DOUBLED II REACHED A COMPRESSIVE STRENGTH OF 800 PSI. - I. MIN. 35O # CAPACITY I 8:12 PITCH �y 8:12 PITCH I (® 32" O.G. MATGHIN6 EXPOSED G.T. BELOW) (® 32" O.G. MATGHIN6 EXPOSED G.T. BELOW) 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") x �� I BRIDGE LANE L LC 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306. - 3.DEL. FRAMING WHEN NEW OPENING,U.O.N. 15 2 A2 cV 15 2 q2 4.WEATHERSTRIP AGGE55 OPENING d PROVIDE R-4g INSULATION ABOVE w/ NO. FR. (OR EQ.) BAFFLE OR _ ---- - RETAINER TO PREVENT INSULATION FROM ENTERING RESIDENCE DWELLING WHEN OPENED, AS PER NYS E:CG R402.2.4 I (OMIT WHEN ATTIC AGGE55 DOES NOT PENETRATE 7/7 I 2"xl0" R.R. 2"xl0" R.R. I THERMAL ENVELOPE OF BUILDING). \ 2"x8" G.J. ® I6" D.G. / 2"xb" G.J. ® 16" O.G. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ ® I6" O.G. ® 161, O.G. - --------- - 5. INSTALL AS PER MANU. SPEG.'s w/SIMP50N LUS26 \ w/ SIMPSON LU526 r i 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. - HNGR. ® FLUSH BM. - -11 HNGR. ® FLUSH BM. 5295 BRIDGE LN CUTCHOGUE, N.Y. 11935 I2 BEAM POCKET (TYP.) I I I p TYPICAL CLOSED FOUNDATION 1�� eJ I I I tll I3 G PORCHES / PATIOS: x Q T I to U 1. SEE NOTED 2. ALL HORZ SURFADETAIGES SHALL BE PITCHED ® 1:48 a �' � AWAY J1'' / ',N Q p v ~ v I I I I -DRAWING TITLE: FROM BUILDING O � O � o= o= I I I n I PROPOSED STRUCTURAL PLAN 3. FOR SLABS ABUTTING FRAMING, INSTALL COPPER - FLASHING FROM 12' ABOVE AND ADJACENT TO SLAB, �^ 2"x8" G.J. 2"x8" G.J. n x w _� I 2"xl0" R.R. 2"xl0" R.R. I I N ® I6" O.G. : -- ® I6" O.G. cV ® ® ® I6" O.G. BED ALL FLASHING IN ASPHALTIC MASTIC �I 4. PORCH /PATIO WALLS OF SEPARATE POURS SHALL -_- _ (1 I I ( &:12 PITCH 8:12 PITCH BE DOWELED w/#5 ® &" O.G. VERTICAL. TO EA. OTHER 4 TO MAIN FOUND. 14 PROVIDE 4" SHELF FOR GONG. SLAB AND,/OR F.J. SEARING EXTENDED FRAMING TO ROOF RAFTERS: x (2) 2"x8" HDR (2) 2"x8" HDR 1: 15 PROVIDE FRAMING EXTENDING FROM WALL, BEAM,OR - - - - - - - I I PAGE: HEADER (EELOI^U TO R.R(ABOVE). - -�--- - - � - --- -- - -- ---- -- I I ° L - - - - - - - - - - - - - - - - - - - - - - - - ci Ib STEPPED FOOTINGO NEEDED TO A ION (WITH EXIST. FTO. 4 4 I I - NEW FTC. TO STEP AS NEED L , 0 m 0 0 AS PER DETAIL II/A-401. V.I.F. EXIST. FTC. DEPTH. 5:12 PITCH -Qp, a:12 PITCH 501L BEARING CAPACITY NOTE: I X I i DATE: 02/02/23 16 OF 17 STRUCTURAL DESIGN OF FOOTINGS ASSUMES A SOIL BEARING CAPACITY OF 1.0 TON/5.F. I ED APC,,yf nn. " 2"xl0" R.R. 2"xl0" R.R. ,s ® 16" O.G. ® I6" O.G. ( t f 4 �ry PROPOSED SECOND FLOOR STRUCTURAL PLAN FROPOSED ROOF FRAM I NO FLAN SCALE: 1/4" = I'-O" SCALE: 1/4" = 1'-0" .�..- Q l) W w ? Lo '0 W O 4" FRESH AIR VENT THROUGH ROOF d- Q —�� I �� � "� Z � c i � c0 ---I - -- O O +� I 1 0 +- Lo 4-1 N ''- c O v .. - Q :2 O j-BATHROOM I i I BATHROOM I I I I 1 I j I 4 I LAUNDRY ROOM I I I I j I 2"1 2"l 2"1 2"I I 12 (� I I I I I I I I PROVIDE "ABESGO FF200 FR p 1 2.1 I I 12.1 1 1 I I EXPANDING FOAM" (OR EQUAL) +J U I I I I RATED HALLS AND NS IN FIRE N 1 0 — W.F. I W�. I FLOORS/CEILINGS. PRODUCT U CONFORMS TO ASTM E &14, ^^ (SHOWER I- I (SHOWER I- I i 2" I_ I( �I 11 I I I WASHr ASTM E 84, AND UL 1474 n 1 W 4 G.O. 2" 2 1 G.O. 3 --- _BATHROOM I --I --- r i NOTE: I I { I I BATHROOM LAUNDRY GL. I KITCHEN ALL PLUMBING WORK SHALL CONFORM TO 1 2 1 1 1 LOCAL PLUMBING CODE 43 "i 2 .21.I 2I 1 2 1 I I iI „ 12 -3 1 I I I I I I 1 GLEAN OUT i 1 3' 1 AS REQ'D 1 CD ~ 1 � I I j2 j2 I2" I I I g E 1 � � I 1 PROVIDE F.A.I. 15HOWER 15HOWER I- 21' WASHER I- I' _ DW n 3" 2 2 2" - 3 - G.O. --- -- - -- - G.O. t� 4" O 4" HOUSE O MAIN DRAIN G.O. �Y v GAS FURNACE z 4" Lu TO SEPTIC Q 3/4" w ! SYSTEM N Q I 1_ ----- - - � NOTE: ALL PLUMBING S p FUEL GAS WORK O SHALL CONFORM FLUME NC RISER - DRAIN / NASTE / VENT TO LOCAL PLUMBING GORE d FUEL OAS SCALE: NTS o lu PIPING PENETRATIONS: ! I. PROVIDE "ABESGO FP200 FR -_ EXPANDING FOAM" (OR EQUAL) AT ALL PENETRATIONS AT WALLS _-- AND FLOORS/CEILINGS. 2.PRODUCT CONFORMS TO A57M E KITCHEN &14, ASTM E &4, AND UL 14T9 I O NOT SHOWN: H I SIZE)N. ILL HOOK P CAPPED FOR p 0 FUTURE USE AT EXTERIOR. Z O � Lil VENT VERIF SIZE RANGE Y 0 Q w/MANU. Im V m REGULATOR --- ----- -- .. -- ---- - - -- -- ------------------ - --- - o -- — - GAS SUPPLY MECH. aj - - - ._.-. ------ m ROOM Q BATHROOM 5 BATHROOM 4 LAUNDRY L==> TO GAS VERIFY SIZE MAIN NOTE: w/MANU. j ALL PLUMBING WORK z PROJECT: p[ SHALL CONFORM TO O I I I LOCAL PLUMBING GORE Q 6AS FURNACE BRIDGE LANE L LC u- II I II I Q I IC 3 I I� Q I I� v I � v I 1 I LEGEND KI � RESIDENCE �v � I W.G. _ �I �v KIIv �1 IX HOT WATER - - iv� Iry SHOWER m N I :� NI �ry SHOWER m N I In 1 n n I I - -- ----- - - - - -- - .- _ :_� -c\v I_ \ :_� f- -----� SUPPLY ---- I I� - --I I wASHEf2 -I ----------=--1 ------1=-----------=--1=-----------------i=---J GOLD WATER — 5295 BRIDGE LN - _i._.._..1. _..J_._.._.._. _.._.._. _ BATHROOM I _ J - ~ _ _ SUPPLY L _ -BATHROOM 2L-._..1.._..__ _.__. 1__--- --' KITCHEN -I OAS RISER — SUFFLY CUTCHOGUE, N.Y. 11935 PROVIDE "ABE5CO FP200 FR SCALE: NTS ' EXPANDING FOAM" (OR EQUAL) DRAWING TITLE: AT ALL PENETRATIONS IN FIRE RATED WALLS AND FLOORS/CEILINGS. PRODUCT °o CONFORMS TO ASTM E &14, PLUMBING RISER DIAGRAMS IL I I 1 ( � ASTM E &4, AND UL 1471 I Q Q I I Q INTERIOR SHUT-OFF GAS RISER DIAGRAM v (�4 I I Q I � 5 3 I i 1 I Q4p� Q4p� FOR HOSE BIB �v zI 1 .) f1 IU W.G. =I �v =I �v ivl 1= SHOWER m cN l �� iv j I� <vl IQ Q I ��_ tv1 1= N) I NEW FREEZE PROOF HOSE BIB Wa5HER TUB �I w/VACUUM BREAK FASTENED SHOWER L --------------1 -----------L1T-__L---------_-__L: ___L' r__L - w/PIPE FASTENERS (PRECISE PAGE: ------- L.._.._.._.._.._.._..L.._..1.._.._.._.._.._.._.._. _.._.._..L..___.._.._.._.._.._.._..L.._.. rl._..J..-.._.._.._.._I.._.._.._..— LOCATION T.B.D. IN FIELD - - - - CONSULT W/OWNER) 0 I �. MECH. 1 I ROOM K I I v 2.U, TO STREET i rHATER MAIN - - - + [DATE: 02/02/23 17 OF 17 z X u z Lu < am m w lu � Quo �,5 o ti M. ch FLUME31NO RISER - SUFFLY - � '9 0374015 �M SCALE: NTS T�O�`.NE.�`l Km Q \ W E ILDI ., 0 3� / FiD, w � am _ ��.� M II / fY D � ADJACENT d .` ' ,+ € o ca � / \ PROPERTIES .` '`' s.;{+!'�" V / DRIVEWAY ,�-" ",F rr'f 3 `;` \ "'" '� » C � m (5235 BRIDGE y f�s," iP sn,r - y1• 'li Map tK4.w 9 C`R 5 � a 't�fi •a »r4q��4 '•� x r O O t1+ V \ LANE) /, ':;. "•" +! f r,. �{ ,' v . �. O � fn r.' a Y' an era.' av a--� cu \ F�".f '!+* `(, y \g'"'�". .� rw• ;a .'', . ``i' gj a .+.''y �' i, 1 c '` ; , {: s i�, „r) 4g IL O O o �! /} r ✓. `' SUBJECT PROPERTY �* r ( `/ O F�,r W / 6' /, "'• r .. + 'm. � .: ,r°{ � `"Ps .. - { .- � f ,°i� �i''„L•t"'sF3 a... �,r,��.,,,• \ .'.'+, Idx 'I', ^q<e <.,Y��!",ao Q ;�� �q ..d•° ,,! r xR , .� ' y'.h•. ,er,.r »., «--�w':<�^. .,, - , 4,^ F e �+ '.. y, ..'.'..., '`?i „r.�F ll.� �" '\,' ~°a••.. � E tlt+e `i�pn' *i *� � h r J . oe / r4 eo 5',Px4' DRYWELL IW . r FAOE ° I LOCATION MAC' � QQ � ,Q PROJECT LOCATION & SCOPE kI G POOL EQUIPMENT \ \` 18 COPING SCALE: NTS SITE PLAN & ZONING DATA U / \ BASEMENT Z - --' 42.8' -f ��. • — 7 / STAIR o i - GENERAL NOTES I C OO2 00 �_4'0 POOLENERGY TABLE AG UNITS __ DRYWELL STRUCTURAL DESIGN CHARTS / I Yes - FROFOSED NEVI 2 STORY S I NO LE --- / \��WINDOW WELL VINYL GROUND O-OO�J.00 HOLDOWN, ANCHOR BOLT, r�� a l I FA I L`I' RES I DENGE v STRAPPING, & NAILING DETAILS r HIGH FENCE 11 FASTENING SCHEDULE o 1 ' n� / - FRAMING GRAPHICS 110 ���� �� T O 00�-.00 - BEAM CONNECTION PATTERNS / ,0 2-STORY wD. — I FIREBLOCKING DETAILS 1 = FR. DWELLING / - v �- �- �-�.. w/ BASEMENT PROJECT / zoNlNo DATA - ® � ,Of PROPOSED FOUNDATION PLAN Y W 4�L✓ - /(4 BEDROOMS) - - ---- --- --�- -- --- STONE PATIO z ❑ / �� �—IO' MIN. / I TAX MAP # 1000-84-OI-06.16 Z a o \EL.=52.g2 � / � / F.F. EL.=55.5 - --- - w = a �� PROPANE LINE / - 5E5ELF CLOSING/ ZONING DISTRICT AG NON-CONFORMING �` o a a = / COVERED O L LATCHING _ - -- ---- -' -- - - w O c� w W 1 / PATIO = POOL ENCLOSURE LOT AREA O.ci ACRES Io o',y� — O2 ,O PROPOSED FIRST FLOOR PLAN (- > (r o / M• - _ I _ - -- - _ to w SUFFOLK COUNTY HD APPROVAL PERMIT # 6 o w ❑ HYDRANT N WINDOW ��j15.0' j 24.0'� -------- _ _ - ----_ BEDROOMS w z o WELL ,40.0 - - - - - -- -- _-- - a .,n. - - - - - x4' DRYWELL I O /A� -/ pIV I ( PROPOSED ! PROPOSED - - - �'-' az z o z I-STORY WD ❑ - o a o oW w I HABITABLE GR055 - O�J.O PROPOSED SECOND FLOOR PLAN o ❑ - } FR. GARAGE /p d f SPACE AREA ❑ a z ON SLAB /� } I - --- z a z N z 0) I FIRST FLOOR AREA 1,603 S.F. 2,2ci1 S.F. g "' N_ z 4' SELF CLOSING/NO POOL-/ I 1 I /SLAB EL.=53.5' QI I I _ --_-- _ - �'- - Lr_ --- - a � m ❑p SELF LAT ENCLOSURE I j O I SECOND FLOOR AREA 1,450 S.F. II 1,550 S.F. o a a �I ADJACENT �— ,Q � PROPOSED PLAN SCHEDULES � LL z o 50' FRONT YARD SETBACK (PRIMARY) I 7� I PROPERTIES AREA TOTALS _ 3,053 S.F. 3,841 S.F. N z w Q rn ( DRIVEWAY "' 0 ❑ ❑ U L �5235 BRIDGE LANE) -- 0 w o m ❑ a \ _ ------ ---------------- -- - - _ coi z a m Q a rn 50UTHOLD TOWN CODE 280-207 (A)(I) LOT SIZE / AREA p ALLOWABLE TOTAL ,O PROPOSED EXTERIOR ELEVATIONS ' DRYWELL I I iu IN EXCESS OF 40,0164.0 S.F. a64.0 S.F. GFA GFA (� O 1 40,000 LOTS 04 \ CONTAINING UP TO "' ❑ GRAVEL DRIVEWAY i I z 80,000 S.F. - - a o ALLOWABLE S.F. PROPOSED EXTERIOR ELEVATIONS ❑ � I PLUS 5% OF 5,100.0 S.F. 45.2 S.F. 5,148.2 S.F. 3,841 S.F. PROJECT: - I EXCESS LOT AREA_ J I I ELECTRICAL METER I AT H-FRAME w/ �I LOT COVERAGE \ I BURIED ELECTRIC -� - ,O BUILDING SECTIONS BRIDGE LANE LLC \ TEST LINES TO BOTH ryo LOT HOLE IrAP,JOININO LOTS DESCRIPTION (FOOTPRINT) AREA COVERAGE RESIDENCE CATCH ---- - - --' BASIN EL.=51.�i7' TOTAL LOT AREA 40,1164 S.F. - DWELLING I715 S.F. 4.29 - t `V---- - 546°3Q'40"E 160.00' _ -�-� I ,®O DESIGN DETAILS 5295 BRIDGE LN EL.=52.52' I -- CUTCHOGUE N.Y. 11935 GARAGE 5'16 S.F. 1.41 , '--- - I COVERED PATIO 264 s.F. 0.6� DRAWING TITLE: FRONT ENTRY STEPS 1 CIO S.F. 0.2s% -LI.O2,0 DESIGN DETAILS - PROJECT LOCATION &SCOPE BASEMENT STAIRS 62 S.F. 0.29� E j,•_ A N E � ______ SITE PLAN & ZONING DATA INGROUND POOL 681 S.F. 1.73b I v \TOTAL AREA OF ALL STRUCTURES 5555 S.F. 5.3� r =' _ I �J' j- Q °OQ PROPOSED STRUCTURAL PLANS �1f_ �*MAXIMUM LOT 6OVERAO ALLOWED 03b✓ PAGE: lu p REGUIRED SETBACKS - MAIN BUILDING I - -- PROPOSED STRUCTURAL PLANS U 0 0 0 (0) 3. - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - -- m- REQUIRED PROPOSED COMPLIES - - - - - - - FRONT YARD (PRIMARY) 50.0' S0.0' �1 YES _ DATE: 05/02/24 1 OF 17 UTILITY POLE (APPROX. UTILITY POLE (APPROX. ----- - - `- UTILITY POLE (APPROX. r - --- - - - �,QQ PROPOSED STRUCTURAL PLANS LOCATION) LOCATION) LOCATION) FRONT YARD (SECONDARY) 50.0' 87.8' YES 51DE YARD 20.0' 40.0' YE5 SITE PLAN SITE LAYOUT NOTES: REAR YARD -11.�i' YES ����-V -- „ _ I. THI5 IS AN ARCHITECT'S SITE PLAN $ 1s _ - --_ L -- �- -- }�- Q °O DWV/WATER SUPPLY RISER SCALE: 1 I S O SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION GAS RISER DRAINAGE GALGULATIOi`d5 REPRESENTED ON THI5 SITE PLAN IS TO THE ARCHITECTS BEST OF KNOVLEDGE. SEW IMPERVIOUS SURFACE DRAINAGE SYSTEM INSTALLATION NOTES: - -- I 2,707 S.F. 2. SURVEY INFORMATION WAS OBTAINED : =R A MINIMUM OF 10' SEPARATION IS REQUIRED BETWEEN DRYWELLS 8 FROM A SURVEY DATED AW6U5T I5, 2022 IM EVENT '� WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC AND PREPARED BY: _ PERK LL `` -_ SURFACE AREA 451.2 G.F. COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS AND THE 42.2 G.F. — _-- EDGE OF ALL FOUNDATION WALLS YOUNG ET YOUNG 5'4P POOL VOL"�E PER FT. OF 10»7 S.F. A MINIMUM OF 5 SEPARATION I5 REQUIRED BETWEEN DRYWELLS 8 , . -- 400 OSTRANDER AVENUE CONCRETE SLABS AND PROPERTY LINES RIVERHEAD, NY I11101 PROVIDE (5) 8(P X 4' DraEP DRYWELLS CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL TELEPHONE: (630 '12-1-23103 0ENERAL 5""'tv150L <ENr : SEF- f=AOE A= 104 .00 FOR FLAN SCHEDULES EXISTING TO BE DEMOLISHED , " NEN TIAL HEIeHT WOOD FRRAME (L.G STL. Q WHEN APPLICABLE) �I� O� EXISTING TO REMAIN ---�{ Lu NEW FOUNDATION WALL W {-- NEW WOOD FRAME (L.G, --i J Ca 5TL. WHEN APPLICABLE) 15'-O" Q +"' NEW I-HR FIRE RATED © MIN. (2) 2"x4" 5TRUGTURAL 6I m .O CV W (L.67.OOD FRAME 5TL. POST FOR 4" WALL5 ul WHEN APPLICABLE) (MIN. (2) 2'Wo 5TRUGTURAL _ O O � O NEW 2-HR FIRE RATED P05T FOR 6" WALL5), U.O.N. - O WOOD FRAME (L.G. 5TL. O UP (13) RI t7- " O Z O WHEN APPLICABLE) rn (12) Tr ® I 'cc 2 CV • ; .. .. .. .' • I � O .gip FOUNDATION PLAN NOTE5 j -c p '4.+ 4-J GAS METER: 5-2 00l SMOKE DETECTOR / CO DETEGTO}Z NOTES: (V 8 INSTALL NEW GAS METER REGULATOR/VENT AS PER NY5 O CCC13 I I. CONTRACTOR SHALL PROVIDE GODI: COMPLIANT O I Q p G O O SMOKE /CARBON MONOXIDE COMBINATION DETECTOR MECH. CODE, FUEL GAS CODE, d UTILITY CO. STANDARDS. HARD WIRED TO EACH OTHER w/ BATTERY BACKUP. GAS METER SHALL BE POSITIONED ® GRADE 2.INTERCONNECTION BETWEEN NEW 8 EXISTING DEVICES SHALL NOT BE REQUIRED WHERE EXISTING ALARMS 4 ARE NOT INTERCONNECTED, AS PER NYS R314.4. EGRESS WINDOW WELL: 3.PROVIDE SMOKE/CO DETECTORS AS INDICATED, AND O PROVIDE NEW EGRESS WINDOW WELL 4 COVER BY PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. "ROCKWELL;ELITE SERIES" 66"W.X54"H. OR EQUIVALENT. 4.SMOKE / GO DETECTORS TO MAINTAIN 5' MIN. INSTALL AS PER MAN. SPECS. a HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS # OPENINGS TO BATHROOMS w/SHOWER OR TUB. 5. INSTALL ALL AS PER MANU. SPEG.'s 10 RESERVED70 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR �I IN COMPLIANCE WITH LOCAL CODE FREEZE PROOF HOSE BIB: m 2 FASTENED w/MASONRY ANCHORS (PRE°G15E • O LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) RESERVED WATER SUPPLY HOUSE CONNECTION: II H �.IJ O I. INSTALL NEW WATER SUPPLY LINE HOUSE CONNECTION IN __ 4 BASEMENT AT APPROXIMATE LOCATION INDICATED. YDRONIG ATR HaNDL�R: v v 2.INSTALL WATER METER AS REO.'D AT CURB 3.SEE AL50 PLUMBING RISER DIAGRAM 12 I. PROVIDED "NEW 4-TON GAS FURNACE BY RHEEM" OR 4.INSTALL AS PER NYE, PLUMBING GOC)E APPROVED EQUAL r , 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH 6 v DOOR NOTE: ZONE (SEE THERMOSTAT FOR ZONE DESIGNATION). O I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT 3.PROVIDE HOT WATER COIL AND CONNECT NEW HOT ON PLANS BY 'JELD-WEN' (OR EQUAL). HATER/BOILERCOMBO TO NEW 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT -`-- ON PLANS BY 'THERMATRU' (OR EQUAL). RESERVED O O • 3.NOTE DOES NOT INDICATE EACH NEW DOOR 13 \ PROP05ED;SEE DESIGNATIONS B DOOR SCHEDULE. PROPOSED \ 3 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WATER LINE HALLS, U.O.N. - 5. INSTALL AS PER MANU 5PEC.'s 14 SAS GRCLL`HOOK-UP: v z 6.PROVIDE (2) 2"xIO" HDR., U.O.N. I. PROVIDE GAS HOOK GAPPED FOR FUTURE USE , 2. INSTALL AS PER NY5 MECH. GORE, FUEL GAS CODE �t 1. -1. SEE PAGE 0-003 FOR ALL OTHER FRAMING 6 UTILITY CO. STANDARDS 8-! ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. STAIR 8 RAILING NOTE: CONCRETE APRON O I. ALL NEW STAIRS SHALL HAVE MAX. 8-1/4" RI b MIN. 10" IS I. PROVIDE CONCRETE APRON SLAB TO TRANSITION VENT Tr - RISERS SHALL BE CLOSED SMOOTHLY FROM SLAB EL. TO GRADE 10 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL 2. APRON SLOPE SHALL BE NO STEEPER THAN 1:12 - - d NOT EXCEED THE SMALLEST BY MORE THAN ". 5. GROSS SLOPE MEASURED PERPENDICULAR TO �� r O 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6'-5", TRAVEL OF APRON SHALL BE NO STEEPER THAN 1:48 tY I i 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: (2% SLOPE) �' I �� IMEGH. ROOM O 4.1. BETWEEN CLEAR HEIGHT b HANDRAILS: 36" MIN. 4. BROOM FINISH TO PROVIDE SLIP-RESISTANT SURFACE 1_1 �� \ 1 112.4 5.F. I-I 4.1. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5" MIN. _ ! al I - -- ! A-301 - - --- - - - - - - - - 4.3. BELOW HANDRAIL, RAILS ON BOTH SIDES: 2'I" Wt. A 30 5. HANDRAILS SHALL BE PROVIDED ON NOT LE55 THAN ONE SIDE OF EACH FLIGHT OF STARS CONTAINING FOU:z HIGH EFFICIENCY LAMPS: r _-II"--- - _ OR MORE RISERS, AND WHERE 5HOWN ON PLANS. NOT LE55 THAN 90% OF THE PERMANENTLY INSTALLED H 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-51DEP LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY WALKING SURFACES LOCATED MORE THAN 50" ABOVE LAMPS, AS PER 2020 NYS EGG R404.1 I > Z W FINISHED FLOOR OR GRADE, $ WHERE SHOWN ON PLANS. A-301 I i� \� T A-301 Z � �' aF- fS 'I. 42" HIGH GUARDRAIL S SPINDLE 5'91AGING NOT TO -r✓ _ - -5 ALLOW PA55AOE OF A 4" 0 SPHERE;56" HIGH HANDRAIL & SPINDLE SPACING NOT TO ALLOW HOT WATER PIPING INSULATION: _ 12 m1 uj Z = uj a P MECHANICAL 5YETEM PIPING AND HOT WATER PIPING z _ r r PROPOSED STONE Ix m 3 a = PASSAGE OF A 4" � SPHERE. w 0 C3 w W 8. 6RIPPABLE RAIL AS PER GORE. SHALL BE INSULATED TO AN R-VALUE OF NOT LE55 THAN -�O I PATIO ABOVE V d Z = O 9. RAILING TO BE WOOD W/METAL SPINDLES. R-3 FOR THE FOLLOWING CONDITIONS PER 2020 NYS EGG Q ® ® \\\ WINDOW NOTE: R403.4 4 R403.5: m m pr ` SM/GO w m Z O O W S r • O W Z V OO I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN 1. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING CASEMENT,DOUBLE-HUNG, OR GLIDING (AS NOTED). FLUIDS >105°F OR <55°F (R403.4) d m O CL INSTALL AS PER MANU. SPEC.'S. - Z 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; 2. PIPING S" AND LARGER IN NOMINAL DIAMETER 0 Z p a O SEE DESIGNATIONS b WINDOW SCHEDULE. 5. PIPING SERVING MORE THAN (1) DWELLING UNIT _ � O 0 - m 3.FOR EU55TITUTION5, 5EI= NOTE*11 IN "GLASS WINDOWS 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE Q O Z O AND DOORS ON PAGE 6-002. 5. PIPING FROM WATER HEATER TO A DISTRIBUTION Z LLP z u) Z MANIFOLD 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. p. Z - 0 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH 6. PIPING LOCATED UNDER A FLOOR SLAB UP j 6.IN GENERAL, TEMP. GL. SHALL BE PROVIDED: �• BURIED PIPING 8. SUPPLY b RETURN PIPING IN RECIRCULATION SYSTEMS 5= I (3 0 0 6.1. FOR ALL SKYLIGHTS 6 OPERABLE PANELS OF OJ C� W Z O SWINGING, SLIDING, 4 BIFOLD DOORS OTHER THAN DEMAND RECIRCULATION SYSTEMS. i 6.2. WITHIN IS" OF F.F. 4'-0" ® Z = w -i Q m � u- pZ_ W _ 6.3. WITHIN 24" OF A DOOR W O 0 O U 6.4. WITHIN STAIRWAYS 4 WITHIN 36" OF A LANDING j -- � � FULL HEIGHT m CL W Z -� 6.5. WITHIN TUB/SHOWER ENCLOSURESo / I BASEMENT 14 p a 6.6. SEE ALSO GENERAL NOTES ON PAGE 6-002 PROPOSED J p 002 C� Z n. m Q Q 7. SEE PAGE 0-003 FOR FRAMING ELEMENTS AROUND PROPANE LINE WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM (2) 2"xIO HEADER U.O.N. HINDOH FALL PROTECTION SHALL BE PER 8 NYS R312.2 FOP, OPERABLE WINDOWS WIRTH PROVIDED EIGHTS 0t " " N LESS THAN 24 ABOVE F.F., THAT ARE MORE THAN'12 � )w_' O ABOVE GRADE OR THE ADJACEENT SURFACE: AT THE � m a cv) BUILDING EXTERIOR. Q D EGRESS NOTE: IN COMPLIANCE HITH N YORK STATE BUILDING PROJECT: COME, ECTION R310.2.1 THE FOLLOWING MEANS OF EGRESS SHALL BE FOLLOWED: BRIDGE LANE L L C NET CLEAR OPENINO........... 51 S.F. NET CLEAR HEIGHT............... 24" MINIMUM 9 H I I - - - J RESIDENCE NET CLEAR WID O TH................. 20" MINIMUM p ONEW MEGH. AREA: • i I. INSTALL ALL INDICATED EQUIPMENT AS PER MANU. SPEG.'s 2.MAINTAIN 30"x30" CLEARANCE IN FRONT OF MECHANICAL - - - A�-POSED UNITS AS PER NYS MC 3.MAITAN ALL A PLICABLEIVENTING CLEARANCES 5295 BRIDGE LN REOUIRED PER NY5 MG 504. C UTC H O G U E N.Y. 1193 5 TYPICAL- MECHANICAL AREA NOTE BD. BURIED RIG LINE � I. FOR D. FR. FLOOR - PROVIDE 1/2" GONG. B . BY "DUROCK" (OR EQUAL) 2. FOR HD. FR. HALLS - PROVIDE (I) I.-AYER OF 5/5" GRAWLSPAGE 15 TYPE "X" GYP. BD. UL U505 (OMIT ON GONG. HALLS) O DRAWING TITLE: 5. WHEN NEW, INSTALL FURNACE/BOILER A5 PER MANU. ' SPEG.'s AND AS PER E NY5 MECH. AND FUEL GAS CODE GRAN PROPOSED FOUNDATION PLAN 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT IT CONFORMS TO NYE, MECH. AND FUEL GAS CODE �- 5. COMB. AIR VOLUME AS PER MANU. SPEC.'s - PROVIDE A-501 FRESH AIR INTAKE FROM EXTERIOR. 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL EMERGENCY SHUT OFF SWITCH -1. FOR GAS SERVICE, PROVIDE GA5 SHUT OFF SWITCH 5. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER PAGE: CLEARANCES AS PER GORE • . • 0 4 9. PROVIDE 3" FLOOR DRAIN IF REOV BY EQUIPMENT 4 ! N CONNECT TO SANITARY SYSTEM AS PER NY5 PLUMBING CODE 2 10.APPLIANCES JOINED THROUGH A COMMON NATURAL DRAFT VENTING SYSTEM SHALL COMPLY WITH ALL SECTIONS OF 2020 NYS RC G2427, PROIC LINE j SEPTIC LINE a 30l e - DATE: 05/02/24 5 OF 17 • 15 •e F 24'-0" r 64'-0° FR0F05EF,) FOUNDATION PLAN 50AL.E: 1/4" = I'-O" GENERAL SEE FADE A- 104 .00 FOR FLAN S�HE�ULES NEW PARTIAL HEIGHT 0- _ EXISTING TO BE DEMOLISHED ,,;; , WOOD FRAME (L.G. 5TL. - �� �ti'�-��-� ✓ �-���� �� v Q EXISTING TO REMAIN LLJ LLJ WHEN APPLICABLE) �I �� �. NEW WOOD FRAME (L.G. NEW FOUNDATION WALL C STL. WHEN APPLICABI-E) ( 25'-O" J ('7 NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL I� QC cm HOOD FRAME (L.O. 5TL. a POST FOR 4" WALLS DN. z O Lo WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL (12) TRr s�' I' m _ O � POST FOR 6" WALLS), U.O.N. 5-�2" I2'-jy2' '1'-I" I i'-IOy2:: (D NEW 2-HR FIRE RATED gT A .L �- r WOOD FRAME (L.G. 5TL. i O O Z O WHEN APPLICABLE) ® ! o- '� v d- � U (V CD FLOOR FLAN NOTES ;+�I I '- ' _ _ _ 13-0" - - _ _ _ ��, p 4 Jm�� IS m O N CQ O DOOR NOTE: ELECTRICAL METER: ' I I. INSTALL NEW INTERIOR DOORS VNHEN GALLED OUT O ON PLANS BY 'JELD-WEN' (OR EOUAL). INSTALL NEW ELEC. METER AS PER NYS MECH. GORE, 4 Q 0 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT UTILITY CO. STANDARDS 2'-6" ON PLANS BY 'THERMATRU' (OR EQUAL). BATHROOM - - - -- - 3.NOTE DOES NOT INDICATE EACH NEW DOOR ELECTRICAL PANEL: - O PROPOSED;SEE DESIGNATIONS 4 DOOR SCHEDULE. g NEW 200 AMP ELECTRICAL PANEL LOCATION; r n , 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR ALL INSTALLATION AS PER NYS ELECTRICAL CODE. \ - - W WALLS, U.C.N. O BEDROOM I 18' X 5V �- 5. INSTALL AS PER MANU 5PEC.'s O A/G CONDENSERS: r 6.PROVIDE (2) 2"xl0" HDR.,U.O.N. 9 i. PROVIDE (2) NEW 4-TON A/G CONDENSERS BY "RHEEM" i :t 182 5.F. DN. 1. SEE PACE 6-003 FOR ALL OTHER FRAMING OR APPROVED EQUAL. 5 INGROUND POOL ELEMENTS AROUND DOOR5 (TYF'. FOR ALL) U.O.N. 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH a 14 - - - - 70 ZONE (SEE THERMOSTAT FOR ZONE DESIGNATION). - - - 13 - - - - --- �J OSTAIR 4 RAILING NOTE: 3.INSTALL A5 PER MANUFACTURER SPECS. n 2 I. ALL NEW STAIRS SHALL HAVE MAX. 5-I/4" RI 4 MIN. 10" 4.INSTALL UPON LEVEL 6ROUND 4 PROVIDE GROUND 4'-6" IOT r Tr - RISERS SHALL BE CLOSED SURFACE (GONG. PAD OR OTHER) w/ WEIGHT RATING U • - 2. 6REATE5T RISER HE16HT IN A FLIGHT OF STAIRS SHALL SUFFICIENT TO ACCOMMODATE 6RO55 WEIGHT OF nl NOT EXCEED THE SMALLEST BY MORE THAN j". CONDENSER. I`-2_.1:: I W 3. HEADROOM IN STAIRWAY5 SHALL BE AT LEAST 6'-6". 5. ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY 6A5 4. STAIRS SHALL HAVE THE FOLL.OWINC CLEAR WIDTHS: --- 5-5 - - -APPLIANCE, AND AT LEAST 3' FROM WINDOWS/DOORS - - - - - - - - - - �_ 4.1. BETWEEN CLEAR HEIGHT 4 HANDRAILS: 36" MIN. WHENEVER POSSIBLE. 10 m 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5" MIN. _ 3'-2" 15'-3" • 4.5. BELOW HANDRAIL, RAILS ON BOTH SIDES: 21"' MIN. THERMOSTAT: O 5. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN 10 1. PROVIDE THERMOSTAT FOR (5) ZONES: - O ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR - ZONE I: FIRST FLOOR O 108 - - - - OR MORE RISERS, AND WHERE SHOWN ON PLANS. - ZONE 2: FIRST FLOOR MASTER SUITE cV WALK-IN 5M/GO_ - - n v 6. CUARDRAIL5 SHALL BE PROVIDED FOR OPEN-SIDED - ZONE 3: SECOND FLOOR m CLOSET 6A5 STOVE WALKING SURFACES LOCATED MORE THAN 50" ABOVE 2. H.O. TO SELECT MODEL; INSTALL AS PER 3o S.F. - d) FINISHED FLOOR OR GRADE, 4 WHERE SHOWN ON PLANS. MANUF. SPECS '�-3'_O:�N /�� ■ - -I. 42" HIGH GUARDRAIL 4 SPINDLE SPAGIN6 NOT TO \I ALLOW PASSAGE OF A 4" m SPHERE;36" HIGH II NEW ATTIC AGGESS - PULL DOWN STAIR: VJ 10-10 HANDRAIL 4 SPINDLE SPAGIN6 NOT TO ALLOW 5-O tl1 i I. MIN. 550 # CAPACITY KI �EN FILED UNDER SEPARATE PASSAGE OF A 4 � SPHERE. - 8. 6RIPPABLE RAIL AS PER CODE. 2.SIZE TO FIT MECH. EQUIP. THRU OPENING(MIN. 22"x30") p I'ib S.F. APPLICATION 9. RAILING TO BE WOOD W/METAL. SPINDLES. 3. DBL. FRAMING WHEN NEW OPENING PROPOSED STONE _ 4.WEATHERSTRIP ACCESS OPENING 4 PROVIDE R-41 p PANTRY (V 12 PATIO INSULATION ABOVE w/ HP. FR. (OR EG) BAFFLE OR SMOKE DETECTOR / GO DETE�,,TOR NOTES: O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT RETAINER TO PREVENT INSULATION FROM ENTERING Q SMOKE /CARBON MONOXIDE COMBINATION DETECTOR DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 _ HARD WIRED TO EACH OTHER w/BATTERY BACKUP. (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE I10 REF.:I I O O 2.INTERCONNECTION BETWEEN NEH 4 EX15TINO DEVICES THERMAL ENVELOPE OF BUILDING). SHALL NOT BE REQUIRED WHERE EXISTING ALARMS 5. INSTALL AS PER MANU. SPEC,s N ARE NOT INTERCONNECTED, AS PER NYS R514.4. 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. rn Dw' F �O 3.PROVIDE SMOKE/GO DETECTORS AS INDICATED, AND - III- 8-? I-2 4' PER GENERAL ELECTRICAL NOTES ON PACE 6-002., NEW PLUMBING FIXTURES: 1_I ��, 4.SMOKE /Co DETECTORS TO MAINTAIN 5' MIN. 12 ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. A-301 tt1 - - • O NTRY A-3ol HORIZONTAL SEPARATION FROM 5UPPLY/RETURN DUC75 SEE ALSO PLUMBING GENERAL NOTES ON PACE C-002. 5M/G 4 OPENINGS TO BATHROOMS w/SHOWER OR TUB. DN. - - -- - 5. INSTALL ALL AS PER MANU. SPEC.'s NEW FLOOR: I I 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR I3 IN COMPLIANCE WITH LOCAL CODE I. NEW �" PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); SCREW PERIMETER OF SHEATHING 6' O.G. 4 12 O.G. ® WINDOW NOTE: INTERIOR. A7301 A-301 O4 I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN 2.NEW FINISHED FLOOR PER H.O. SELECTION -� 3 w CASEMENT, DOUBLE-HUNG, OR 6LIDIN6 (AS NOTED). - -� w INSTALL AS PER MANU. SPEC.'S. NEW TILE FLOOR O 2 _ 105 O z w 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; 14 1. NEW TILE FINISH (H.O. TO SELECT) UPON w = Q Z SEE DESIGNATIONS 4 WINDOW SCHEDULE. 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON u? _ DINING ROOM > z Z 3.FOR SUBSTITUTIONS,SEE NOTE OVI IN "CLASS WINDOV45 3.NEW " DUROCK CEMENT'BOARD (OR EQUAL) UPON r r ' 150 S.F. OPEN TO O DN. w O § w 3 ABOVE ) m m z U) AND DOORS" ON PAGE 0-002. 4.NEW " PLYWOOD 5UBFLOOR BENEATH (GLUE 4 SCREW); ® ® I ` 4.ALL CASEMENT WINDOWS TO HAVE 5TRA16HT ARM HINGE. yy PERIMETER OF SHEATHING 6" O.G. 4 12" O.G. ® Q-, �- jm0 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH INTERIOR. Z p 0 Ul = 6.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: 6.1. FOR ALL 5KYLIGHT5 4 OPERABLE PANELS OF HYDRONIG AIR HANDLER: 0 w UJ Z U 5WIN61N6, SLIDIN6, 4 BIFOLD DOORS ET t Q M & -(L :� 15 I. PROVIDE (i) NEW 4-TON HYDRONIG AIR HANDLER(5) BY 6.2. WITHIN IS OF "RHEEM" OR APPROVED EQUAL IN ATTIC _ 6.2. WITHIN 15" OF F.F.. DOOR U m 0 0- 6.4. WITHIN STAIRWAYS 4 WITHIN 36" OF A LANDING 2•PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH w O Z O ~ 6 5. WITHIN TUB/SHOWER ENCLOSURES ZONE (SEE THE Er RMOSTAT FOR ZONE DESIGNATION). O _ _ _ - _ - _ - _ _ - _ - _ 2- - z � Z �_ t� 0 3. PROVIDE HOT WATER COIL AND CONNECT NEW HOT _ � IT _ _ _ _ _ - - 0 N O w 6.6. SEE ALSO G7=NERAL NOTES ON PAGE G-002 f 4 - - -- - - - ®- - - - - - - Z Q O Z 0 WATER/BOILER COMBO TO NEW COIL. UP '1. SEE PAGE 6-003 FOR FRAMIN�9 ELEMENTS AFZOUND' Til 24-O ..Z to Z I - � _ 8 Es 2)N2OxlO"(HEADERU U.O.N. ALL) U.O.N.; PROVIDE AT A MINIMUM GUTTERS: 3-6 3-4 3-4 3-4 5'-4" 5'-4" -6' - - -- - - - - - - - - - m J m a 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER 16 I. PROVIDE ALUM. 6UT7ER5 w/ 4 x3 DOWNSPOUTS (TYP) dJ �j - - - - - - - - - - - - - __ _ - - -- O N Ul NY5 R312.2 FOR OPERABLE WINDOWS WITH SILL HE16HT5 2.CONNECT DOWNSPOUTS TO CLOSEST DRYWELLS `0 = OJ 0 W Z z LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN-12" i m _ LL p z w 0 ABOVE GRADE OR THE ADJACENT SURFACE AT THE �t Q - - m z w LL H BUILDING EXTERIOR. I'i GUTTER HIGH POINT (TYP.) I w O O p C3 v EGRESS NOTE: NEW EXHAUST FAN SHALL BE INSTALLED WHERE °N 1 c0) z w m a Q 2 w0 � 0o_ a. IN COMPLIANCE WITH NEW YORK STATE BUILDING 18 VENTILATION I5 NOT MET BY MEANS OF NATURAL D _ - _ CODE,SECTION R310.2.1;THE FOLL.OWIN6 MEANS OF CIRCULATION THROUGH WINDOWS OR DOORS TO m I EGRESS SHALL BE FOLLOWED: OUTDOOR SPACES AS PER NYS MECH. CODE SECTION - ILiVINO ROdM) COVERED PATIO 403.3.2.3; INSTALL AS PER MANU. SPECS 246 S.F. z 264 S.F. I O (V NET CLEAR OPENING. 5.1 S.F. I I � NET CLEAR HEIGHT............... 24" MINIMUM � � r O NET CLEAR WIDTH................. 20" MINIMUM HIGH EFFICIENCY LAMPS: p ( iQ �cv u ( w o` (- TYPICAL BATHROOM NOTE: NOT LESS THAN cI090 OF THE PERMANENTLY INSTALLED r 0 O I. WALL BOARD LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY m I 13 1 I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN LAMPS,A5 PER 2020 NY5 EGG R404.1 39 O ALL BATHROOMS 13'-�'2° 4Y2 �2'-6" PROJECT: 1.2. INSTALL CONCRETE BOAFZD IN ALL 5HOWER5 AND G 6T 7 TUB SURROUNDS _ 2. SHOWER FLOORS HOT WATER PIPING INSULATION: �{-1L_ _ ���fff ccdff _ BRIDGE LANE LLC 2.1. NEW TILE FINISH (H.O. TO 'SELECT) UPON MECHANICAL SYSTEM PIPING AND HOT WATER PIPING - - - - - _ 2.2. CONCRETE MUD-SET (SLOPE 1/&" PER FOOT SHALL BE INSULATED TO AN CONDITIONS OF NOT LE55 THAN i I b I 16 I DN. � RESIDENCE TOWARDS DRAIN) UPON R-3 FOR THE FOLLOWING CONDITIONS PER 2020 NYS EGG I"1 SM/CO ' • -40 15-704 8 - - - 2-3 FLOOR WRAP DRAIBRANE To 5O ER SHWALLS R403.4 4 R403.5: -402 I I II3 1. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING O '�DN. FLUIDS >lo5°F OR OER N NOMINAL AUNDRY 112 3-O�_8 4'-5" II'-5" / / O NEW LAUNDRY ROOM/CLOSET;_ 2. PIPING i" AND LARGER IN NOMINAL DIAMETER 1. NEW WASH/DRY HOOK UP 3. PIPING SERVING MORE THAN (1) DWELLING UNIT 5295 BRIDGE LN 2.COORDINATE LAUND. ROOM 4 DOOR DIM.s G� CUTCHOGUE N.Y. 11935 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE w/ SIZE OF EQUIP. 5. PIPING FROM WATER HEATER TO A DISTRIBUTION a S.F. p Z MUDROOM / MANIFOLD O O _ 115 /� 114 S.F. PROVIDE " THK. (MIN) 3.PROVIDE HOOK UPS AS REO'S PER MANU. - -- / 103 6. PIPING LOCATED UNDER A FLOOR SLAB O BEDROOM 2 i C I j z GYP. BD. AT GARAGE I i DRAWING TITLE: 7. BURIED PIPING 145 S.F. m WALLS 4 CEILING,ASDRYER EXHAUST NOTE: 5. SUPPLY 4 RETURN PIPING IN RECIRCULATION SYSTEMS _ ' -t O PER R302.6 I. DUCT SHALL TERMINATE TO EXTERIOR OTHER THAN DEMAND RECIRCULATION SYSTEMS. 6 3 IS U1 �-\2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY ui V al \ OPENINGS :o / a 4y2:, l01 4y2 \ \ A-501 PROPOSED FIRST FLOOR PLAN 3. DUCT 51ZE A5 PER MANU. - 4.DUCT SHALL BE EQUIPPED w/A BACKDRAFT DAMPER - 3-6' 3-4 3'-4 3-2 -� r 1 2'-I I" g: 6.2: 5. TRANSITION DUGT5 SHALL NOT BE CONGEALED WITHIN 114 q S.F CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO 13'- - 3'-O'r 5'-6" - D \ CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM SHALL BE LIMITED TO SINGLE L.ENGTH5, NOT TO • • 2 GAR GARAGE - p EXCEED 5 FEET AND SHALL BE LISTED AND LABELED -- - = p , 521 S.F. IN ACCORDANCE WITH UL 2155A. ^/ �4-O MIN. 4'-O" MIN.--� gT 9m cv - - - - PAGE: 6.EXHAUST DUCTS SHALL BE MIN O.oI6 THK RIGID y' METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST BATHROOM 2 / SCREWS HALL NOT BE CONNECTED WITH SHEET-METAL z 53 S.F. / e0 '1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE 7 A 3Q1 MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45' BEND AND 5 FEET FOR EACH q0" BEND. THE MAX. LENGTH OF THE: EXHAUST DUCT DOES - C NOT INCLUDE THE TRANSITION DUCT. N tp \ \ 102 DATE: 05/02/24 6 OF 17 - - - • T-4 24'-O" 64'-O" i�RO�OS 17 FIRST FLOOR PLAN k • 11605 S.F. HAE3I7A5LE SFACE; 2,2c11 S.F. OROSS AREA SCALE: 1/4" = 1'-0" CL _ EX15TI NG TO BE DEMOL 15HED NEW PARTIAL HEIGHT S E E F A D E A c ( O 4 .0 0 F O R FLAN A�I S�H E�U L E S Q r�� WOOD FRAME (L.G. 5TL. k� I `� EXISTING TO REMAIN WHEN APPLICABLE) Lu NEW FOUNDATION WALL \ {--� NEW WOOD FRAME (L..G. C J C6 i---1 5TL. WHEN APPLICABLE) M MIN. (2) 2" "x4 STRUCTURAL Q : (V NEW I-HR FIRE RATEDEl � � � WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS Lo WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR 6" WALLS), U.O.N. O Q NEW 2-HR FIRE RATED �+� CO WOOD FRAME (L.G. 5TL. p C Z Q WHEN APPLICABLE) 5'4/2° 12-11/2 .1,_I„ a .� -.,e r-- BT 4 A c 2 :3 (V O Q -E (9 FLOOR PLAN NOTES �aTSn • O � cc DOOR NOTE: ELECTRICAL METER: Fk. (L rL Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT Q O ON PLANS BY 'JELD-WEN' (OR E:OUAL). INSTALL NEW ELEC. METER AS PER NY5 MEGH, GORE, 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT UTILITY CO. STANDARDS ON PLANS BY 'THERMATRU' (OR EQUAL). d 3.NOTE DOES NOT INDICATE EACH NEW DOOR ELECTRICAL PANEL: PROPOSED;SEE DE516NATION5 4 DOOR SCHEDULE. O6 NEW 200 AMP ELECTRICAL PANEL LOCATION; WALK-IN 1' n 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR ALL INSTALLATION AS PER NY5 ELECTRICAL CODE. - CLOSET �D WALLS, U.O.N. 5. INSTALL AS PER MANU SPEC.'s A/C CONDENSERS: A 1 b.PROVIDE (2) 2"xl0" HDR.,U.O.N. O I. PROVIDE (2) NEW 4-TON A/C CONDENSERS BY "RHEEM" -i. SEE: PAGE G-003 FOR ALL OTHER FRAMING OR APPROVED EQUAL. BEDROOM 3 ELEMENTS AROUND DOORS (TY'P. FOR ALL) U.O.N. 2.PROVIDE INDICATED TONNAGE: SEPARATELY FOR EACH iv ZONE (SEE THERMOSTAT FOR ZONE DESIGNATION). - 21b S.F. 4-J OSTAIR 4 RAILING NOTE: B.INSTALL A5 PER MANUFACTURER SPECS. - 2 I. ALL NEW STAIRS SHALL HAVE'. MAX. 6-1/4" RI 4 MIN. 10" 4.INSTALL UPON LEVEL GROUND 4 PROVIDE GROUND 20 �, • - Tr - RISERS SHALL BE CLOSED SURFACE (GONG. PAD OR OTHER) w/ WEIGHT RATING "i'-5" :+' 2. GREATEST R15ER HEIGHT IN A FLIGHT OF STAIRS SHALL SUFFICIENT TO ACCOMMODATE GROSS WEIGHT OFZZ 13 �\ NOT EXCEED THE SMALLEST BY MORE THAN ". CONDENSER. -2"--��-2'-7" �W 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6-6". 5. ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY GA5m 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: APPLIANCE, AND AT LEAST 5' FROM WINDOWS/DOORS VENT 4--)' " �-+�-� 4.1. BETWEEN CLEAR HEIGHT 4 HANDRAILS: 56" MIN. WHENEVER POSSIBLE. DRYER • 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5 MIN. THROUGH 4.3. BELOW HANDRAIL, RAILS ON BOTH SIDES: 2-i" MIN. THERMOSTAT: ROOF „ 5. HANDRAILS SHALL BE PROVIDED ON NOT LE55 THAN l0 I. PROVIDE THERMOSTAT FOR (5) ZONES:ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR - ZONE I: FIRST FLOOR to LAU U OR MORE RISERS, AND WHERE: SHOWN ON PLANS. - ZONE 2: FIRST FLOOR MASTER SUITE r- ROOM ATTIC 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED - ZONE: 3: SECOND FLOOR HATCH �I �( 1 , 41."1 S.F. U _ WALKING SURFACES LOCATED MORE THAN 50' ABOVE 2, H.O. TO SELECT MODEL; INSTALL AS PER �t PROVIDE FINISHED FLOOR OR GRADE, 4 WHERE SHOWN ON PLANS. O T MANUF. SPECS SOUNDPROOFING AT BATHROOM WALL in • '7. 42" HIGH GUARDRAIL 4 SPINDLE SPACING NOT TO � '® MOO - ALLOW PASSAGE OF A 4" m SPHERE;36" HIGH m HANDRAIL 4 SPINDLE SPACINS NOT TO ALLOW II NEW ATTIC AGGE55 - PULL DOWN STAIR: j �: 2p2 I' 5'-6" 10'-'7" PASSAGE OF A 4" 0 SPHERE. 1. MIN. 550 # CAPACITY W 2.51ZE TO FIT MESH. EQUIP. THRU OPENING (MIN. 22"x30") 4'-2" 8. 6RIPPABLE RAIL AS PER GORE, Q. RAILING TO BE WOOD W/METAL SPINDLES. 3.DBL. FRAMING WHEN NEW OPENING 4.WEATHERSTRIP AGGE55 OPENING 4 PROVIDE R-49 201 - SMOKE DETECTOR / CO DETECTOR NOTES: 3 - I �� INSULATION ABOVE w/WD. FR. (OR EQJ BAFFLE OR � � '� � T O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT RETAINER TO PREVENT INSULATION FROM ENTERING SM/GO I SMOKE /CARBON MONOXIDE COMBINATION DETECTOR DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 _ 211b'-Oy2 HARD WIRED TO EACH OTHER w/BATTERY BACKUP. (OMIT WHEN ATTIC, AGGE55 DOES NOT PENETRATE v O G BATHROOM 3 18 2.INTERCONNECTION BETWEEN NEI�1 4 EXISTING DEVICES THERMAL ENVELOPE OF BUILDING). 5. 124.4 S.F. 5 SHALL NOT BE REQUIRED WHERE EXISTING ALARMS 5. INSTALL AS PER MANU. SPEC.'s ARE NOT INTERCONNECTED, AS PER NY5 R314.4. 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. 65 S.F. y- --r'O 14 3. PROVIDE SMOKE/CO DETECTORS AS INDICATED, AND 1'-4" - 4�r- �ul PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. NEW PLUMBING FIXTURES: N d) H 3" 4'-0- I'-6" 3'-'f" TI4.SMOKE /GO DETECTORS TO MAINTAIN 3' MIN. 12 ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. -HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. DN•4 OPENINGS TO BATHROOMS w,i SHOWER OR TUB. I-I INSTALL ALL PEP, MANU. 5PEC.'s 5, IN GOMPLIANGESWITH LOCAL CODE 1.NEIWVFLOORWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); A-301 =� O _�y22 I6 , 8 46.SMOKE DETECTOR AND CARBON MONOXIDE: DETECTOR SCREW PERIMETER OF SHEATHING 6 O.G. 4 I2 O.G. ® _WINDOW NOTE: INTERIOR. -- -- -- { - O I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN 2.NEW FINISHED FLOOR PER H.O. SELECTION wCASEMENT,DOUBLE-HUNG,OR GLIDING (AS NOTED),INSTALL AS PER MANU. SPEC.'S. NEW TILE FLOOR: Oa-< f_2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; I`{ 1. NEW TILE FINISH (H.O. TO SELECT) UPON A-301 49 S.F. A-301 I> Z = < zSEE DESIGNATIONS 4 WINDOW SCHEDULE. 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON _tj _tj o d o.3.FOR SUBSTITUTIONS, SE'.E NOTE #q IN "6LA55 WINDOWS 3 NEW �" DUROCK GEMENTBOARD (OR EQUAL) UPON - __ - - - - - - re AND DOORS" ON PAGE 6-002. 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); 2- - - - - - - - ] w 0 Z N Ui M4.ALL CASEMENT WINDOWS TO H,4VE STRAIGHT ARM HINGE. SCREW PERIMETER OF SHEATHING 6" O.G. 4 12" O.G. ® O - SLOPING a � cr O 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH INTERIOR. Q GEILIN6 Z ❑ O w T_6.IN GENERAL, TEMP. 5L. SHALL 13E PROVIDED: ® ® O w6.1. FOR ALL SKYL16HT5 4 OPERABLE PANELS OF R-' w Z m HYDRON10 AIR HANDLER: Lv m m Jap p.SWINGING,SLIDING, 4 BIFOLD DOORS 15 I. PROVIDE (U NEW 4-TON HYDRONIG AIR HANDLERS) BY - LA6.2. WITHIN IS OF F.F. -GEILIN6- - - - -6.3. WITHIN 24" OF A DOOR °RHEEM" OR APPROVED EQUAL IN ATTIC OPEN TO � C7 z oz 6.4. WITHIN STAIRWAYS 4 WITHIN 56" OF A LANDING 2,PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH 4 O BELOW ❑ Z6.5. WITHIN TUB/SHOWER ENCLOSURES ZONE (SEE THERMOSTAT FOR ZONE DESIGNATION). ET E0 to a LL6.6. SEE AL50 GENERAL NOTES ON PAGE G-002 3.PROVIDE HOT WATER COIL AND CONNECT NEW HOTzo-1. SEE PAGE G-005 FOR FRAMING ELEMENTS AROUND WATER/BOILER COMBO TO NEW COIL. g w Z ( Z WINDOWS (TYP. FOR ALL) U.O,N.;PROVIDE AT A MINIMUM 5m�q p_ Z(2) VxIO" HEADER U.O.N. 6.WINDOW FALL PROTECTION SHALL BE PROVIDED PER G PROVIIDE ALUM. GUTTERS w/ 4"x3" DOWNSPOUTS (TYP) O u2.CONNECT DOWNSPOUTS TO CLOSEST DRYWELLS -I 34 i4-5 O aVZ NY5 R312.2 FOR OPERABLE WINNDOWS WITH SILL HEI8HT5 uP Z LE55 THAN 24" ABOVE F.F., THAT ARE MORE THAN 72" Iu. ❑ Z w O ABOVE GRADE OR THE ADJACENT SURFACE AT THE Z �2 w . 0oBUILDING EXT7=RIOR. 17GUTTER HIGH POINT (TYP.) j O Z�i PARTIAL HEIGHT WALLS ii ill iII 14j !ll •;�; II =' ; I•, Ili' ,III i!'l l !I ( III 'I iI I I'I I 11�l 16 a WJTO BE V-6" IN HEIGHT Il; ' II I I I4 1 i 1 Li ! I II ! I `, w O ❑ p. NEW EXHAUST FAN SHALL BE INSTALLED WHERE I I r, I l I ! I : O ❑ aE ;� II III I zEGRESS NOTE: A . I ! . ` I "'I' ! I ' . I ji 1 I 1 c� a m a a IN COMPLIANCE WITH NEW YORK STATE BUILDINGVENTILATION IS NOT MET BY MEANS OF NATURAL � SLOPING_ _ _ _ _ -SLOPING_CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF CIRCULATION THROUGH WINDOWS OR DOORS TO GEILIN6 CEILING OUTDOOR SPACES AS PER NY5 MECH. CODE SECTIONE6RE55 SHALL BE FOLLOWED: 403.3.2.3; INSTALL AS PER MANU. SPECSFAMILY ROOM NET CLEAR OPENING. 5.'1 S.F. 262 S.F. j II li ` j; I„ . I f 1 NNET CLEAR HEIGHT............... 24" MINIMUM - -- - - ', ) s i IIn - 13 (:, ` I, i 'I I ,III I i' I. I 1 I W ONET CLEAR WIDTH................. 20 MINIMUM - - - f II Ii t I ! 6 ! jI, I II MHIGH EFFICIENCY LAMPS: ' ITYPICAL BATHROOM NOTE: NOT LE55 THAN cIO% OF THE PERMANENTLY INSTALLEDI. WALL BOARDLIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACYII I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN LAMPS, AS PER 2020 NYS EGG R404.1 _ O I t t ( 5:12 PITCH,' I 1 ;!j ! I' j 1 8:12 PITCH ALL BATHROOMS O 23-10 - I, tl - I) 1, ;; .' I 1 '. i111uL i PROJECT: „ j i II L2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND 12'-2" TUB SURROUNDS 2. SHOWER FLOORS HOT WATER PIPING INSULATION: BRIDGE LANE L LC 2.1. NEW TILE FIN15H (H.O. TO SELECT) UPON MECHANICAL SYSTEM PIPING AND HOT WATER PIPING , „ 2.2. CONCRETE MUD-SET (SLOPE I/8 PER FOOT SHALL BE INSULATED TO AN R-VALUE OF NOT LE55 THAN 1 I I' P II 'I I ,! TOWARDS DRAIN) UPON R-3 FOR THE FOLLOWING CONDITIONS PER 2020 NYE, EGG 206 Ij I I ti ! II' iI II' III I h 1 j'i° ! k. I, RESIDENCE 12 2 I I' ! l .i! i i ! :� II I 1 1 i'I III I.) '! I: I �.I I ! 2.5. WATER PROOF MEMBRANE TO COVER SHOWER R403.4 4 R403.5: V V i I 'I IQ FLOOR, WRAP DRAIN 4 ATLEAST I6" UP WALLS I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING FLUIDS >105°F OR<55°F (R403.4) L NEW LAUNDRY ROOM/CLOSET_ _ ! I, b I. NEW WASH /DRY HOOK UP 2. PIPING AND LARGER IN NOMINAL DIAMETER u� ;i ,l j I j ; I i t 3. PIPING SERVING MORE THAN (1) DWELLING UNIT BATHROOM 4 = II I I 1 it Il ; 5295 BRIDGE LN 2.COORDINATE LAUND. ROOM 4 DOOR DIM.s w/51ZE OF EQUIP. 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE ,l\ S.F. BEDROOM 4 III. I i` 11 I' I I 'II i ;' . ( i CUTCHOGUE N.Y. 11935 3.PROVIDE HOOK UPS AS R:EO'S PER MANU. S. PIPING FROM WATER HEATER TO A DISTRIBUTION Q - 175 5F I P II !'I i f MANIFOLD N j � II b. PIPING LOCATED UNDER A FLOOR SLAB IS O O "7. BURIED PIPING "� O in Iti IJ I ,I I,t 'i !I I! n i' ii 5 S.F. B,: ; I ;, DRYER EXHAUST NOTE: 8. SUPPLY 4 RETURN PIPING IN RECIRCULATION SYSTEMS i - I I I It I I i1 I I'I 'I I i,, I I I DRAWING TITLE: I. DUET SHALL TERMINATE TO EXTERIOR A RECIRCULATION SYSTEMS. I IT - - -- OTHER THAN DEMAND REG RCULATIO YSTE 2.DUCT SHALL TERMINATE MIN. 4-O FROM ANY 14 - OPENIN65 PROPOSED SECOND FLOOR PLAN 3.DUCT 51ZE AS PER MANU. 4.DUCT SHALL BE EQUIPPED w/A BACKDRAFT DAMPER ;,! I I !I'; i'I !', II 1 I 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN S.F. '� i i6 I i' 1 i 'i I I�I' ;i i j I'I ", I l i' ('� I i I 2- CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO in 5M/OGO r II ' II!! l I I €' ,I i 11 I I I ! I" i A-301 \ CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM III SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO EXCEED 6 FEET AND SHALL BE LISTED AND LABELED „ i±-,-- 6. I-Oy22-O" IN ACCORDANCE WITH UL 2158A, „ 4. PAGE: EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID 2'-O'-* I'-I j j, { I (; j I! it II ;! 11 �+ it �, f i V 1 I METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS �� tl ,i it I, ! RUNNING IN THE DIRECTION OF AIR FLOW, EXHAUST II j ! I! (€ I I: S, I•j! ! II"I I (I DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 4 BT i I Il > !!.; 1: I ! l SCREWS I �� " I „ " (' 'I I I', it it I I II',ill. !' l I 1 k6 II II jy2 �K 6-I II!' II' 'iII ,' ; ! :Ftl; i' I it I: I tl �, t ;, 03m0 :1 I.: �; Ii; 5:12 PITCH i , II I, t 6:12 PITCH I'' '1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER I l III t LOCATION TO THE WALL OR ROOF TERMINATION. THE l ,1 i l!'! i!All I l MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 I s FEET FOR EACH 45° BEND AND 5 FEET FOR EACH ao° , BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES 2_ ;;I" ! ! ,I I Ili I ! I { j II I I I'I 'I p ' IIII I 11 I I I li l NOT INCLUDE THE TRANSITION DUCT. i C' I (, i' I I DATE: 05 02 24 7 A-501 I 11 it I. .I j: I I I, �+ I I, I II 1,1 I II 1 / / OF 17 it j I I FROi 05E7) SEOCN17) FLOOR FLAN f , 1,450 S.F. HAS17A5LE SFAC E; 1,550 S.F. OROSS AREA SCALE: 1/4 - 1 -O ALL NEW WINDOWS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. SPEC.'s. SEE PASE "5-003" FOR NAILING lt STRAPPING DETAILS. SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER. DOOR 5C.HEDULE -- WINDOW HART < LIGHT VENT CLEAR ROUGH OPENING WINDOW DIMENSION EGRESS S.F. 5.f'4. LIJ TAS TYPE MODEL # OPENINIS FIRE TEMP. PROV. PRO\/. Lu DESCRIPTION MANUFACTURER NOTES _j CD 11 WIDTH READ 20" DOOR MATERIAL -- TAG HEIGHT REO'V:24" PER PER -WIDTH :I cy)< RATING -HEIGHT HEIGHT&HT < WIDTH HE UNIT UNIT OPEN.REOV.. 4-J c: cu SELF-CLOSING A 20 MIN. RATED 0 -- WIDTH A (b) �i CASEMENT OX25 !3 4" 5' 0 5'-:2 4'-11 c1b L u') 1 c1b 20 o FIRST FLOOR CASEMENT 5,-5 5'-0 4-J BT (4) CASEMENT OX14 4'-0 Z-1 41-011 c Z 0 50- DOOR. OLA55 o 101 5KNO THERMATRU 10.4 C1.5 C (2) CASEMENT OX15 5- 0 41-11 ill c1b TO BE TINTED. -1 It n/A 16.5 0.0 0 :3 c\j 2-1 5,-5 5 Ij 10 VERHEAD qI-011 o :t co L_ (05 4 0 (1) 2-FICTURE &ARA5E 4-J M 0 v-11 0.0 4-J O 4-J OVERHEA--D -oil _011 cu105 �C_=_==--- 67ARA6E < E (1) 3-PICTURE CUSTOM &,-0 SEE: N 'C _--_ - Es _7 61 n/A 0.0 ET (Z 3-PICTURE CUSTOM C- SEE-NOTE -091, SEE NOTE F 5KNO 104 F?qH5150 (1) SEE 15ELOkNi 105 4 PANEL 5LIPI` FN010050-4 0 4'-0 4'-5 4'-0 n/A 14.5 0.0 oil FA010050-4 106 4 PANEL E N.T.S. ANDERSEN P4045 4'-4 /5 CX145 41-5 it :2'--7 4'-4 J` 11.0 5HIN0 x 101 C'X L4 5 C, 4 P4045 5 5'-11 n/A 251 0.0 8.6 :2 DOOR-R/ 1-5t 4 Ili TOTAL 40- PICTURE -_C _ loa BARN i J�ELV7�,;N OPENING __IS-T n/A 251 L -----_.o1I JELD-VsIEN -0 (1) PICTURE Fr2o(oo 0 __&_,-o_ 41-11 ill 5'-II "J" C) 1-10 10.51 5."75 m 1 DOUBLE-HUNO Tkq504(o 5'-:2 4,-5 -WEN Z-4 -oil - ----- I------ 5KNO JELID iL^�USTOM 41-011 -0 IL (TINTEt 12 5KNO JELIP-WEN -0 *"*WINDOW "E" 4 "EV TO HAVE SAME FINISHED WIDTH AS DOOR "105"" L JELIP-WEN 0 :21-411 5 114 5KNO JELV-WEN 1-0 • JELP-HEN 951-011 FIRST FLOOR L15HT I$ VENT. 5EOCNP FLOOR LIGHT I$ VENT. SWING NATURAL LIGHT I$ VENTILATION NATURAL LI&HT It \/ENTILA71ON ELD-WEN 41-011 e'l • (D 1(o _j IF -011 J (HABITABLE SPACE) (HABITABLE SPACE) Urs I I-T JELD-WEN Ev SEE FOOTN�'_______=-__-__��—_ — _� . .. �---��=_ _'- _- - " _ . - �__- --= --OTE FLOOR AREA 252 S.F. FLOOR AREA BEDROOM I BEDROOM 5 SECOND FLOOR S.F. REG. S.F. PROV. S.F. REG. S.F., PROV. (W HALLWAY) (k4l HALLWAY) LIC7HTINO; LIGHTING;MIN. e>% 201 JELD-NEN 21�611 I OF FLOOR AREA 15.6 S.F. 611 S.F. OF FLOOR AREA 20.2 S.F. k.4 S.F. VENTILATION;MIN. VENTILATION;MIN. 41.3 S.F. 495.0 S.F. 10.1 S.F. 5et.2 S.F. 202 5NIN0 JELD-HEN :21-611 '71-Ofl OR AREA 490 OF FLOOR AREA 4% OF FLOOR .71-0-,ram-�- '�t� _ ' '" _ • r.r-.r-.,- ��hhh�.-..-.r-� - ----- ---_.. ' 1 11 NATURAL LIGHT $ VENTILATION NATURAL LIGHT 4 VENTILATION 205 5KNO JELID-WEN :21-611 • (HABITABLE 5FIACE) (HAE31TAE3LE SPACE) 204 DOUBLE SHIN5 JELP44EN 4-0" FLOOR AREA '740 S.F. FLOOR AREA 1'75 5.F. KITCHEN/VININIS7 S.F. REG. S.F. PROV. BEDROOM 4 S.F. REG. S.F.CROV. ROOM/6REAT ROOM LIGHTING;MIN. 5% LIGHTING;MIN. 510 z 51.2 S.F. 111.5 S.F. 14.0 S.F. 41.4 S.F. OF FLOOR AREA OF FLOOR AREA 206 5NINO JEL zo ;5 <z w VENTILATION;MIN. 5: W :e < Z 20*7 SHINS JELD_V4EN :21-611 -71-011 VENTILATION;MIN. 2clh S.F. 45.2 S.F. TO S.F. 517.2 S.F. z m < A 4% Or- FLOOR AREA 0• 4% OF FLOOR ARE W 0 a uj W 205 5NIN5 JELD-WEN :21-61' NATURAL LIGHT I$ VENTILATION NATURAL J-10H7 4 VENTILATION m mz (n > a. 5: Ir 0 (HABITABLE 5FACE) (HABITABLE SPACE) z cl 0 uj HEN Z-O" '7'-0" i q 2 cz FLOOR AREA 262 S.F. 0 ------ FLOOR AREA 145 S.F. s mw a ow 20"1 5KNO JELr7) L) Co cs_j IL --210 DOUBLE-51,41NO ------J-ELD-I^EN 41-011 '71-011 [- _ l� � � BEDROOM 2 S.F. FZZO. S.F. PROV.• FAMILY ROOM S.F. REG. 5-F,PROV. 00 �Z- z 0 (L 0 OF FLO�;Ii A'REA LIGHTING;MIN. 5% m LIC?HTINC?.MIN 95% 0 1 11.4 S.F. 20.1 S.F. OF FLOOR AREA E 211 DOUBLE _v_o 21.0 S.F. VENTILATION;MIN Z �zu) z BASEMENT VENTILATION;MIN. .7 S.F. Iqlo S.F. 4% OF FLOOR AREA 10-5 S.F. WZ 4% OF FLOOR AREA (n Ix LLr 001 SHINS THERMATRU :21-611 '71-0" 0 < 0 Z)C1 LLF L a z w -TI-011 LLI =j LL. 002 V) SNINO JELP-WEN z —------ w 0 1 0 unj Z cr 0- uj C) o �- mnom Z (L 00 005 5KNO JELD-WEN '71-Ot' 0 CN PROJECT: BRIDGE LANE LLC RESIDENCE 5295 BRIDGE LN CUTCHOGUE, N.Y. 11935 DRAWING TITLE: PROPOSED PLAN SCHEDULES PAGE: A 0 1 DATE: 05/02/24 8 OF 17 L-7 7`� z _ O z II z y ALLOWABLE HOT. PER PYRAMID LAW ivy O 12 m a 12 0 8 - w oLu 0 m J fM C I I l!) - j c b� O III it AV R C9 ' E AGE GRADE �- L O ELEV. t 53.1 O O Z I I \ i NORTHEAST ELEVATION (PRIMARY FRONT) lSCALE: I" V-0" � C) 4-J v- C6 Lo C 7"A�A PYRAMID BLE HGT. PER LAW Q I n , I 026 I II - o �4 O 4 O JA IN. MIN. A R I I W I' VE AGE GRADE I II i \ ri ELEV. +53.1 4J I 1 I NOfitTf-INEST ELEVATION (R(C HT 5C)E) � -+- r r_ I 5 _GALE I I5 O U I � 101 $ I II CL I P.F. I I II I - I j I I ' I I I I I j � •— FRONT) - =- - - --- NORTHEAST T O FR iz -- -- - 50ALE: 1/4 - I O ELEVATIONNOTESTYPICAL ROOFING:  -- ---= -- -__-_- ----___--:: -_------_----_:_-___._-_-_- _-- -_ __-__--__ -___-_ ._--____-_--_-_---_--_ _=-_---_ _- ------_--__-- - _-_----_-- ---_____ -__- - ----- OTYP L I 1. SEE NOTE AT BUILDING SECTION FOR MINIMUM -� �- -=�_ ---�-~� -- - = --� - '- -- - - - ----- - - -- --- -- _ - - -- - -� CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR 3 MATERIAL 5ELEG-ION 2 BEFORE INSTALLATION F- > ASPHALT SHINGLE ROOFING BY 'GAF' (OR EQUAL) WO Z O (MIN. 30 YR. WARRANTY); BLACK Q z W > z = Ca IB STANDINO SEAM ALUMINUM; BLACK \ ''i / \ / \ / \ / 0 < �II a = i W OC7\ / o:w' � CE A A - ICI I - TYPICAL SIDING: trio' >Z tn WO> O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM --- - -- --_ - on CONSTRUCTION STANDARDS O _ O W W z 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION I_ Q ? v O BEFORE INSTALLATION m 'J CL U �+- C7z0z z 8" CEDAR SIDING _ o Q pcor LL g Uzi Es NEW ELECTRIC METER; INSTALL PER -- �- /' -- I \ z p O UTILITY 00. STANDARDS // \\ o 5 NEW A/G CONDENSER ON GONG, PAD OR OTHER / \ p Q .L 0 (�' W Z to Z O LL z_ W — 4 APPROVED GROUND SURFACE SEE FLOOR \ / o O PLAN NOTES) ( \ / w O J C'3 Q O D LLI Z V - � � w O5 NEW CLOSED P. GONG. STAI1;. I O D: O TYPICAL 1"xl2" 'AZEK' PAINT3ED BLACK (OR Ea): - � rl I I. PROVIDE AT ALL FASCIAS - L 106 N ONEN &AS METER; INSTALL Ll m PER UTILITY CO. STANDARDS PERMAGAST" SC�UARE COLUMNS; 8"; BLACK NORTHNEST ELEVATION (fib I O HT S I 1 )E) — BEYOND OARAOF- PROJECT: O " SCALE: 1/4" _ - BRIDGE LANE LLC NEW MECHANICAL UNIT DIRECT VENT: O INSTALL MECHANICAL UNIT DIRECT VENT AS PER MANU. II 12 IA 5PEG.'S IN FULL CONFORMANCE hi/VENTING CLEARANCES REQUIRED PER NYS MG 804. -- -_ _ .._ _._. -._... _..._. .-. .. RESIDENCE SEE AL50 NOTE ® FLOOR PLANS. - _ _.:.- - .. _ ,= - n.. _.W:_ ONEW MECHANICAL UNIT FRESH AIR INTAKE: Io INSTALL AS PER MANU. 5PEC.'S - 5295 BRIDGE NEW DRYER VENT: - - - - - -- - - — -- - - - -w N.Y. 11935 CUTCHOGUE, O SEE NOTE ® PLAN - ROOF VENT HEIGHT: 12 VENT SHALL EXTEND MIN. 3'-0" VERTICALLY ABOVE THE ---- ---=- - ---_---- ------__-- - _ _-_ --- --_-_-_-- — - -------J-=_ - - -- - - -- -- DRAWING TITLE: O POINT OF ROOF PENETRATION 8 MIN. 2'-0" VERTICALLY = --- -_ - -- --- --` - -- --_ —a s -- _— - — ABOVE ALL ELEMENTS WITHIN 10'-0" MEASURED - - - - - --- -- - - - -- -_ -- - - _- - - - - ---- ------ PROPOSED _—_ - -- EXTERIOR ELEVATIONS HORIZONTALLY, AS PER NYS RG ,5242'1.5.3 I I PAGE: Flu A-201im0m"L ' I — II DATE: 05/02/24 9 OF 17 I i i ,A O I r r H \ \ I n D I S A. p r II I I S 102 103 I I I I ,. O O I NOizTHNE5T ELE\/AT I ON R I C HT SIDE) SCALE: 1/4" = 1'-0" ELEVATION NOTES TYPICALROOFINO: (3 (D I. SEE NOTE AT BUILDING SECTION FOR MINIMUM u- F- 11 9 7� CONSTRUCTION STANDARDS 12 2. H.O. To VERIFY FINAL COLOR 4 MATERIAL SELECTION LLj BEFORE INSTALLATION uj co ASPHALT SHINGLE ROOFING BY 'OAF' (OR EQUAL) cy) IA (MIN. 50 YR. WARRANTY); BLACK 4-J 'E CV IB Ln STANDING SEAM ALUMINUM; BLACK O 0') 7 0 TYPICAL 51DINO: 4-J L- O 1. SEE NOTE AT BUILDING SECTION FOR MINIMUM 0 c Z 0 CONSTRUCTION STANDARDS CL cu 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION >) BEFORE 0 c: O —:3 C\l (D 0 4-J r-- a" CEDAR 51DINO 4-J 4-J c\j cc ONEW ELECTRIC iMETER; INSTALL PER < UTILITY CO. STANDARDS NEW A/C CONDENSER ON GONG. PAD OR OTHER O APPROVED GROUND SURFACE (SEE FLOOR PLAN NOTES) O NEW CLOSED P. CONC. STAIR 4-j _0 O T`YPICAL I"xI2" 'AZEWPAINTEr,> BLACK (OR EG.): I. PROVIDE AT ALL FA5riIA5 NEW OAS METER; INSTALL O PER UTILITY 00. STANDARDS J 4-J M PERMACA57'" SQUARE COLUMNS; V'; BLACK 0 NEW MECHANICAL UNIT DIRECT VENT: x O INSTALL MECHANICAL UNIT DIRECT VENT AS PER MANU. SPEC.'S IN FULL CONFORMANCE H/VENTING (A CLEARANCES REOUIRED PER NY5 MO 504. SEE AL50 NOTE ® FLOOR PLANS. O NEW MECHANICAL UNIT FR 5H AIR INTAKE:10 INSTALL AS PER MANU. SPEC.'S (D NEV4 DRYER VENT: SEE NOTE a PLAN L A= ROOF VENT HEIGHT: 12 VENT SHALL EXTEND MIN. 5'-0" VERTICALLY ABOVE THE POINT OF ROOF PENETRATION 4 MIN. 2'-0" VERTICALLY ABOVE ALL ELEMENTS WITHIN 10'-0" MEASURED HORIZONTALLY, AS PER NY5 RC e242-7.5.5 > L - - - - - - - - - - - -- - - - SCU7HNE57 ELEVATION (REAR) oz z W, SCALE: 114" = 1'-0" 0 w o 0 f, m m K U) > te(L > = 0 z 0 uj o =:z cur, a Cc, 0 co d-i K 00 �Z- az ma. 0 011 um Z zv) z 5 UZI En E E s (L 5 E�u m a m 9 M Ld 8 8 -0 �2 U--j a wz E 2 z w u- w o U) 0 W w 0 rx a (L IA o m S 0 m ---------- L) (L m .......... .---,--777777777--- -- -------- w 0 ------ cy) 4 PROJECT: 7-77 BRIDGE LANE LLC RESIDENCE 5295 BRIDGE LN CUTCHOGUE, N.Y. 11935 DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS PAGE: OF MIN. MIN. MO% 0 ■ 0 1 1:2" -- O O ! MIN. DATE: 05/02/24 10 OF 17 I I ill- _ -ICI I I I �I;- --- ---j�� I - .. L( SOUTHEAST ELEVATION (SEOONr�AR)oo' FRONT) 50ALE: 1/4" = 1'-0" BUILDING SEGTI ON NOTE5 ONEW ROOFING NOTE (TYPJ: I. INSTALL NEW AS NOTED ON ELEVATIONS CONNECTION 'A'2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO PER PACE 6-005 W PROPO 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS SED RIDGE HEIGHT-------_-_-_-_-_-_-_-_ NEW RIDGE OVER ELEV. +80.7' 5.INSTALL 15 # BUILDING FELT (li OVER W 4.1/2" GDX PLYWOOD 5HEATHING (BLOCK ALL SEAMS) uj 5. GAP 5HINGLE OVER RIDGE 4 HIPS (A5 REOV) 'J o 6.PROVIDE RIDGE VENT(AS REO'D) 12 Q 7. FLASH ALL VALLEYS \� .~ 5.INSTALL DRIP EDGE 'D A5 REO 8 � C C\J q. INSTALL ALL AS PER MANU. 5PEC.'s =ry OTYPICAL ROOF 4 CEILING 001g5TRUCTION: O 2 • NEW ROOFING AS NOTED I r • 1/2" GDX PLYWD SHEATHING (51.001 ® ALL PI L SEAMS) CONNECTION 'I AS CONNECTION 'A' AS 0 � z � • PER PAGE 6-003 PER PAGE 6-005 a R.R.,G.J., 4 G.T. AS NOTED ON FLANS II SPANS OVER •C� -Y 5' INSTALL "X" BRIDGING ® CENTER OF SPAN, U.O.N.) 2 ATTIC NEW R.R. TO G.J. r-- • PROVIDE R-4a BATT INSULATION WHEREVER ALLOWED NEW RIDGE _-----_-------------_ J (I PER ATTIC SPACE; IN ALL OTHER AREAS, PROVIDE "i" ! PROPOSED RIDGE HEIGHII THK. SPRAY FOAM INSULATION (R-4Q ® R-'i/INCH) ELEV. +72.4' .r 00 .4 (9 • PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVES CO-ORDINATE 5IRD5MOUTH c N (6 TO ENSURE R.R. NOTCHED = ONNEGTaO B2 AS NEW EXTERIOR WALL CONSTRUCTION (TYPJ: tFz--PI 6-oo3 c O3 LE55 THAN 25% OF G.J. TO G.J. 12 Q O G O TYVEK" HOUSE WRAP (VENTED) (OR EQUAL) UPON RAFTER DEPTH (TYP) \ 8 • 1/2" GDX PLYWD. 5HEATHING (B1.OGKIN6 ® ALL PLYWD 5EAM5) UPON • 2"x6" STUDS ® 16" O.G. W DBL. TOP PLATE � _ / N � l I • MIN. R-21 BATT INSULATION • 5/5" GYPSUM BD. WALL FINISH A CONNECTION 'G2' AS CO-ORDINATE BIRD5MOUTH NEW SIDING NOTE (TYP.): 4 - PER PAGE 6-003 TO ENSURE R.R. NOTCHED O I. INSTALL NEW AS PER ELEVATIONS r CONNECOF TION Cl' 4 'G2' NEW STUD TO LESS THAN -TH25% TY FLOOR ASSEMBLY RAFTER DEPTH (TYP) 2."T(VEK" HOUSE WRAP (OR EQUAL) AS PER PAGE 6-003 - --- 3.INSTALL ALL AS PER MANU. SPEC.'S ---- L MASTER BATHROOM NEW STUD TO 4.PROVIDE ALL NECESSARY TRIM' FOR PROPER PROP05ED 5ECOND FINISHED FLOOR _ --- - - � G -- - - - s C ` ' ! INSTALLATION ELEV. +63.6' - FLOOR ASSEMBLY MUDROOM 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL I_ 1/ GARAGE m U •TYPICAL FLOOR CONSTRUCTION: s K1TGi�Et� CONNECTION 0 AS CONNECTION BI 5 , BATH. 2 PER PAGE 6-003 PER PAGE G-003 �_ n O I. FINISH FLOORING TO SELECT j �:, NEW G.J. TO G.J. NEW R.R. TO G.J. Vf 2. 3/4" 740 GDX PLYII SUBFLOOR GLUED 4 5011 m 3. F.J. AS NOTED ON PLANS - AT SPANS OVER 5' INSTALL )' X' BRACE ® MID5PAN ) 4. MIN. R-50 BATT INSULATION (ONLY BETWEEN FIRST • > -F- FLOOR AND FOUNDATION) ( - I 5. 2" THK. SPRAY FOAM AT BLD6. PERIMETER RIM JOISTS AREA F ) S-Al 1 U PROPOSED FIRST FINISHED FLOOR A�EA } PROPOSED GARAGE SLAB ELEV. +53.6 / ELEV. +53.2 CONNECTION E AS \ l PER PAGE 6-003 •r n 5 lI NEW STUD TO SILL / V J „ „ I STONE UPON 2 PLATE � SAND BASE - AVERAGE GRADE -- ---- - - - --- - ----- - - - - - I _ s . `��� �" � �.� �, '�' AVERAGE GRADE Q ELEV. +53.1 I� C t ELEV. +53.1' \ CONNECTION 'DI' 4 'D2' CONNECTION 'E' A5 4" COMPACTED GRAWLSPAGE _ PER PAGE C-005 A56RE6ATE z AS PER PAGE 6-003 Q a' NEW FLOOR ASSEMBLY NEW STUD TO SILL Q PLATE m m TO SILL PLATE 0 i- STEPPED CONTINUOUS MECH. ROOM BASEMENT FOOTINC75 (BEYOND) x � > ELIJ _ Ya < 0 Z Z c!) UJ Lu:e Z - - Z < Q O Q Q SECTION I I/A-501 SECTION 2-2/ 501 W o 0 w W 50ALE: 1/4" = I'-O" 'l Z 1p >p w = 5GALE: i,/4 = I -O � W = � QOm _0 V m (3 J 0. �` CS Z 00 Z oZoao opNox p zWziz cs nz gzcn p CONNECTION 'A' AS d =1 �j m p PER PAGE C-003 p Q m ui Q NEW RIDGE PROPOSED RIDGE HEIGHTI!!� OJ 0 ui Z Z ---------------------------------- ELEV. +50.7' z ILL w J LWi O w 011) p O V F- O0: 0CL a IL V Z d m Q Q CONNECTION 'BI' AS ->>PER PAGE 6-005 \ 12 W NEW R.R. TO G.J. �� g -m--- ❑ ❑ ❑ ❑ ❑ N -/- - - EXPOSED COLLAR TIE- - - H M - 0 FAMILY ROOM PROJECT: l � FAMILY ROOM CO-ORDINATE BIRDSMOUTH TO ENSURE5 THAN II25% OF NOTCHED BRIDGE �A 1�BN E �C RAFTER DEPTH (TYP.) I RESIDENCE / Q dJ - = 5295 BRIDGE LN /2 CONNECTION '01' 4 'I CUTCHOGUE, N.Y. 11935 I , PROPOSED_R_ID_GE HEIGHT _---_ m �-- _ �' / AS PER PACE 6-003 Cm ELEV. +64.6' XXXXXXXXXXX�:X_YXX �XXxXXXXXXXXX� / /` (OMIT F.J. CONNECTION o 18 / _----___ W PROPOHEN F.J. NOT PRESENT) _-_-5ED SECOND FINISHED FLOOR DRAWING TITLE: NA S MUDROOM / JI FLOOREAS LY TUD TO i ? ELEV. +63.6 - -- -- - - -- Q _ r GREAT ROOM / __- / l GREAT ROOM 1 BUILDING SECTIONS r z / Q ( !i 1 { I: PAGE: i PROPOSED r-IRST FINISHED FLOOR = I ELEV. +53.6 o DS AIRS PROPOSED FIRST FINI�LEV. +53.6R 0/ l �' ------------ -el / I � s 0 I " STONE UPON 2" AVERAGE GRADE `--- - --- -- -- ---- / / SAND BASE- - - - --- --- - C�k '�k�''k��'�`x�'VY�k�`,�Y��`��5 �C�' �. � � �) '�; '�; / �C �X��k'��!X��- � - - SC� �C��'�b�kkkux'x�k�Ix� �� ���Xk> `�; / AVERAGE GRADE . 05 02 24 �\��\- rti _ t ELEV. +53.1' DATE: / / 11 OF 17 GRAWLSPAGE BASEMENT / MEGH. ROOM 4 COMPACTED-"" ` CONNECTION 'I AS AGGRE6AT'E CONNECTION 'DI' 4 'D2' PER PAGE 6-003 AS PER PAGE 6-003 �\ NEW FLOOR ASSEMBLY NEW STUD TO SILL - -- - PLATE � TO SILL PLATE i i\ \�\ i LNDERSIDE / p OT STAIRS e SECTION 5-5/A-501 50ALE: 1/4" = 1'-0" BASEMENT 5 S GTION 4-4/A-501 S GTION 50ALE: 1/4" = P-O" 5GALE: 1/4" = I'-D" NOTE: I. IF FINISH MASONRY USED (SUCH AS d BLUESTONE) - MA50N TO ADJUST Q HCHT OF LANDING AS REO'D TO Cc)) FOR FINISH MASONRY L!J 2. ALL HORZ. SURFACES SHALL BE PITCHED LLI ® 1:4b AWAY FROM BUILDING J Ch 3. FOR SLABS ABUTTIN6 FRAMING, INSTALL Q a_.i GO HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE CV 5 6 FROM 12"ABOVE AND SPECIFIED ON ADJACENT TO SLAB, BED ALL FLASHING � � /PLANS SIDE OF STAIR IN ACCORDANCE w/ MANU. SPEC.'S; IN ASPHALTIC MASTIC — : � AND NOT PROJEGTIN6 MORE THAN 4Y2" INTO 4" P.GONG. SLAB p b7 5TAIRWAY;SEE HANDRAIL &RIP 51ZE5 ADJACENT W/bx6 10/I0 WWM O_ -� PITCHED METAL STAIR DRAINAGE CALCULATIONS: I" UPON COMPACTED JOIST HANGER BY STAIR WIDTH = 5'-6" (TYP.) FILL •L >_ � '51MP5ON' OR EQUAL a Z O PROPOSED NEW IMPERVIOUS AREA= 50.2 S.F. GRADE •co F I R5T/SECOND F I N I SHED FLOOR 50.2 S.F. x 2" RAINFALL EVENT = &.4 FTs STORAGE REQ.'D REBAR BENT TO 7< 2 VOLUME 15 INCLUDED IN DRY WELL5 SHOWN ON PACE 6-001 SLAB AS SHOWN N N , t� /\\/\\/\\/ z I \ O/ j Il42" MIN. SPACE BETWEEN COORDINATE RISER/TREAD �� WALL AND HANDRAIL • ° �\ //j�//\// / V < O Ci3 COUNT PER FLOOR PLANS. �, Q '- O PINE RISER FOR MASONRY STAIRS STEP;3" GVR ® ENDS C • \\/\\�\\/\\/\\/\\/\\/\ \ (U #4 REBAR ® EA. LAND ABOVNG DRAINAGE 5RADE, OMIT OWER s/a" PINE TREAD STANDARDS FOR CRIFFABLE HAND RAIL SCALE: NTS loll %\\ 3-6 / // / GROSS SECTION LANDING - - MIN. ° /i° i, ° /�/ / / /'COMPACTED / / /\/ / \/\ z HANDRAIL m4. ,Ao \\ \ \ \ o MIN. Q� ° / // #4 REBAR ® 10 / // // // \//\ \ Z o I" ROUNDED NOSING O CLEARANCE CIRCULAR NON-CIRCULAR 4" P. GONG. SLAB W/ 2"x4" ,- %° \/\/\ \/\/\/\/\/\/ --I--J Q 6"x6"-lo/lo W.W.M. KEYWAY ° $ �i /\\/\\/\\/O O.C. (MIN. 3j j\\/\\/\\/\\/\\/\\/ _ IL W/Ya RADIUS Ul 4r� � (NOT INCLUDED IN UPON COMPACTED FILL •, . ° , , /\ \//\//\//\//\//\//\//\//\//\//\//\//\/ O O ( 1 . \� TREAD DIMENSION) / ° O�i�/ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\/\ m � V u n 4TD EXIST.MAIN CONNECTED E ° / / / / / / / / / / / / Q lY2 j 1y4��_2 j 2Y4 \ \/c �\/\\ \j\\�\j\\j\\% NOTE: / / /\j\\%\j MIN. PERI- MAX. - ------°-- \ \ \ \\ \\ \\ \\ \\ ALL P. GONG. \\ \\ T W / METER / / ---- ° ---= ��'P,P �//�/// SHALL BE •\ ' #4 REBAR CONT. ® loll O.G. (MIN. 5) 11 \\j `��\\j\\j\\j\\j\\j\\j\ 4p00 PSI (MIN.)/\\ \ ►ll (U #4 REBAR CONT. �l /\ \//\\//\\//\\//\\//\\//\\//\\/\\/ R� II . . ,/\ \/ 0 w / / / #5 BENT REBAR ® 12" O.G. °a 1i ..° /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ U c 8" THK. P. GONG. WALL \\/\ // // // // // //� 2"xl2" STRINGERS ® w/R-21 ' CONT.- (5) \ \ \ \ \ \ \ (I) #4 REBAR I \ \\ \\ \\ INSULATION, IF UNDERSIDE IS FACING / / / °II° \\\\\\\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\ rl 1 I6" WIDE x 8" DEEP Jj• /// // //\//\//\//\//\//\//\//\//\//\//\//\//\//\ tjJ STORA6E/NON-HABITAL SPACE P. GONG. FTC. `° ° -* \\/\\/\\/\\/\\/\\/\\/\\/\/\\/\\/\\/ 51ORA0E UNDER Y2" GYP. BD. (5) #5 HOR. REBAR3" " (WHEN AFPL I GALE3E) �� ' MA50NRY 5TA 1 R DF-TA I L A-402.01 SCALE: 5/4" = I'-O" TREATED 2"xl2" SILL FOR CONTACT ` W GONG. (IF APPLICABLE) NEW WHITE DUROLAST EPDM ROOF SA5EMENT/F 1 R5T FLOOR MEMBRANE (OR EQUAL); INSTALLATION, LAPPING OF SEAMS, AND SEALING OF Y w --- --- ---- ----- - EPDM MEMBRANE AS PER MANU. ALL EDCE5 OF ROOF NOT PROTECTED BY Z 0 SPEC.'S. PITCH To CUTTER. COPING REQUIRE 6ALV. DRIP STOP EDGE. Z H Q H 0 PERIMETER OF ROOF INSULATION > Z = m Q WRAPPED IN VAPOR BARRIER FINISHED 0 a 3 a = FLOOR s FINISHED L w 0 w ,� O w NEW J" THK. PLYWOOD --- -- - GRADE It m Z m > ROOF DECKING N d j m 0 NEW I" THK. RIGID INSULATION O_ W n Z v ADHERED TO DECKING 6ALV. < m m v o __ DRIP-STOP V m J CL INTERIOR NOOD 57A I R DETAIL Q EDGE �` O Z OO Z oZoa0 A-402.01 SCALE: 3/4" = 1'-0" o Z a U) z cL wZv_) Z - - - -- - ----- --- f(1 _Q -- �� 00 m V Z NEW " THK. GYP. BD. I LL 0 Z w 2 BASEMENT ' z m w w �- PROVIDE INSULATION BETWEEN CAVITIES FLOOR w O U) O O v PER ENERGY TABLE (WHEN APPLICABLE) m p_ w_ Z J - w07xoa. ROOF RAFTERS AS NOTED ON PLAN 0 z a m Ix n Q IL PROVIDE (2) 2X4 .� DE 5 14 FLAT ROOF DETAI L I A I NDON WELL DETAILPROV w o PROVIDE J" X 3 PROVIDE X 3 A-402.01 x 5X8 FIALSE A-402.01 SCALE: I" = P-O" SCALE: 1/4" = I'-o" o �" �" PROJECT: W RIDGE HITE OAK WHITE CAK <) PROVIDE J" X 5" �) WHITE OAK PROVIDE 2X1 RAFTER FALSE-\ BRIDGE LANE LLC � RESIDENCE OAK FAUX BEAM TRANSITION DETAIL LONG, BLACK I" A-402.01 0 -a SQUUAA BRACES TUBE AWNING MOUNTING ACES BY SCALE: ill = I'-o° PROVIDE �> GENERA'- AWNINGS. 5295 BRIDGE LN (1) 2X,5 ON �� _ CUTCHOGUE, N.Y. 11935 EITHER 51DE OF 1 O SEE DETAIL #14 ON FALSE RAFTER / = - PAGE A-402 FOR A TYPICAL FLAT ROOF �PRovIDE (2) 1 / DRAWING TITLE: DETAIL. - 1/2" =r t� - THROUGH '� ==== --__= DESIGN DETAILS BOLTS TO < --- -- -- - FASTEN THE m —2'-6" —>� - — (2) 2X8 PROPOSED 10'-10" X COLLAR Z-6" AWNING TO BE OALVANIZED (2) A" x 6" TIES AND FRAMED BY 2 X6 ® 16 LA6 BOLTS O.G. AND WRAPPED WITH 2XIC FALSE .15" BLACK BORAL ON PAGE: RAFTER THE FRONT FACE OF THE PROVIDE A I X 6 AWNING. NAILER Z BOTTOM OF AWNING TO A-402mOl HAVE THE SIDING RETURN PROVIDE (2) 2X& UP UNDER. SIDING TO RUN tL O IN THE SAME DIRECTION AS THE SIDING ON THE DATE: 05/02/24 13 OF 17 FACADE. eJpE' PROVIDE J" X 5 PROVIDE " X 5 " WHITE OAK WHITE OAK PROVIDE J" X -r WHITE OAK I FRONT ANN I NC DETA I L A-402.01 SCALE: 3/4" I-� OA< FAUX BEAM DETAIL A-402.01 SCALE: 1" = 1'-0" 8 FALSE R.R. AND COLLAR T 1 E DF-TA I L A-402.01 50ALE: I" = 1'-0" O I ` ERAL I �550L I NEW PARTIAL HEIGHT EXISTING TO BE DEMOLISHED WOOD FRAME (L.O. 5TL. Q WHEN APPLICABLE) �I O EXISTING TO REMAIN Lu NEW WOOD FRAME (L.O. NEW FOUNDATION WALLcc STL. WHEN APPLICABLE) J Cy) I Q a-' NEW I-HR FIRE RATED © MIN. (2) 2"x4" STRUCTURAL V •E N WOOD FRAME (L.G. STL P05T FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"x(6" STRUCTURAL POST FOR 6" WALLS), U.O.N. 4 4 .O O NEW 2-HR FIRE RATED 4B 4B L Z O WOOD FRAME (L.O. STL, O WHEN APPLICABLE) _ _ _ CL •� (2) 2"x8" HDR (2) 2"xIG" HDR POST $ COLUMN DESIGNATIONS: I � � � N STRUCTURAL PLAN NOTES POSTS d COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED O C9 AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY JI -� O OSINGLE SPAN 5TRUGTURAL MEMBER:. SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED ® 2"x10" F.J. I j N cu STRUCTURAL MEMBER SHALL NOT BE GOPdTIN0005 BY OTHER CONSTRUCTION DOCUMENT NOTES # STANDARD O O ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY FRAMING REQUIREMENTS. 2 x10" F.J. ABOVE INDICATED P05T5/BEAM5. ul STACKED P05T/COLUMN: ®, I6" O.G. O2 NABOVE/BENEATH 0 AI (I) 2"x4" POST 0 BI (U 2"xb" POST LOCATE INDICATED P05T OR COLUMN IJ 3B z > POST OR COLUMN ON FLOOR BELOW/ABC VE A2 B2 ~ W INTERIOR LOAD BEARING WALL (ABOVE): m---❑ (2) 2"x4" POST Q}--❑ (2) 2'W5 POST AS INDICATED BY DASHED OUTLINE. Q ) ALIGN STUDS OF SEARING WALLS TO LAND DIRECTLY UPON F.J. OR BEAM (WHEN APPLICABLE) IBELOW. A3 (3) 2"x4" 1-05T S3 (5) 2"xb" POST X�I INTERIOR LOAD BEARING WALL: 3B AS INDICATED BY HATCHING. A4 (4) 2"x4" POST B4 (4) 2"xb" POST -�� ALIGN STUDS OF SEARING WALLS TO LA110 DIRECTLY A2 ttl UPON F.J. OR BEAM (WHEN APPLICABLE) 5ELOW. HOLD OWN (15T TO 2ND FLOOR): �� (5) 2"x4" POST B5 (5) 2"xb" POST II O HOLDOWN 'A' AS PER PAGE 6-003 p ( n , X I M OHOEDOWN (FOUNDATION TO IST FLO<�)R : 3-I/2 O.D. 5GH 40 5-I/2 O.D. SGH 40 jlxIO" F.J. ® Ib D.G. 2'xl0" F.J. ® 16" O.G. 4B HOLDOWN D' AS PER PAGE 6-003 p--� STL. COL. (A5TM 0---a STL. COL (ASTM /5IMP5ON LU528 w/ SIMPSON LU528 4� W NEW UN-REINFORCED P. GONG. 5LAEs A123) BY SIMS A123) BY SIM5 OR. ® FLUSH BM. IL HN6R. ® FLUSH BM. • 5A I. NEW 4" THK. UN-REINFORCED P. CONC. SLAB UPON STEEL (OR ED) STEEL (OR EO.) 2. 6 MIL POLY VAPOR BARRIER UPON U3. 4" (MIN) GRAVEL BASE A2 COS G 109�°' NEW REINFORCED P. GONG. 5LAB POURED CONCRETE AND STEEL REINFORCEMENT NOTES: 5B I. NEW 4" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. UPON • _ • _ . _ • _ . _ . _ • _ - 2. 6 MIL POLY VAPOR BARRIER UPON I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT 3. 4" (MIN) GRAVEL BASE FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND 3 I • - DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. • - • /1 IO p �+ i PAD FOOTING 3S • DBE. F.J.DIRECTLY BELOW POSTS = N IS x18 xI2" DEEP P. GONG. PAD FOOTING AS PER 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION SUPPORTING FLUSH BM.S d HDR.S DETAIL I/A-40I. SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR I I ABOVE I W ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER I - Q PAD FOOTING ENCOUNTERED. 2"xl0" F.J. 6B 24"x24"xI2" DEEP P. GONG. PAD FOOTING A5 PER -0 1(o" O.G. _ , .,,- , , . , , _ , _ . .. , � x DETAIL 2/A-401. 3. POURED CONCRETE SHALL BE KEPT M015T FOR A MIN. OF 14 DAYS. - 4. ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT PAD FOOTING 2) 2"x8" 2) 2"x8" im 6G 30"x30"x18" DEEP P. GONG. PAD FOOTING AS 2b DAYS AND SHALL CONFORM TO THE CURRENT AGI 318 CODE. HDR HDR 2"x10" F.J. PER DETAIL 3/A-401. PROVIDE (5) 2"xb" JACK STUDS - ® I6" OG DW 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED FOR BEARING OF LVL HDR # _ _ _ PAD FOOTING CARBON STEEL ASTMA615 6RADE 60. NAM FOR SLABS DO NOT (5) 2"xb" FULL HOT. KING STU05 T . _ . . _. - . - . - . NEED TO BE EPDXY COATED. 6D 36"x3(6"xl5" DEEP P. GONG. PAD FOOTIN(5 AS PER I 3B DETAIL 4/A-401. 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS 1 PROVIDE THE FOLLOWING STUDS 4 SHALL BE 5TA&GERED. 1 CONNECTIONS AT THIS LOCATION: STRUCTURAL PERMAGAST COLUMN 5,000 LB5): } - ( (2) I.-15 x9.5 T.J. 2.6E MIGR6LLAM LVL (5) 2"xb" JACK STUDS FOR 7P` STRUCTURAL SQUARE PERMAGAST COLUMN w/ MIN. -1. PROVIDE MECHANICAL DEVICES TO HOLD STEEL $ HARDWARE IN a N I __ U A3 - FLUSH BM. BELOW WALL ABOVE BEARING OF LVL HDR 8,000 L55 LOAD BEARING CAPACITY. BEAM PLACE AT TIME OF POURING 6 MAINTAIN REQUIRED CLEARANCES, 0 c�L� • (b) 2"xb" FULL HOT. KING STUDS _ PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF COVERAGES, AND PLUMBNESS. Q N J Q I �� I • CONNECT (2) 2"x8" HDR TO KING H COLUMN,AS PER MANUFACTURER SPECIFICATIONS. Jul STUDS w/SIMP50N HUG26-3 HNOR. PERMAGAST COLUMN FOOTING (PAD FTC. 8. CEMENT SHALL CONFORM TO ASTM 0-33 FOR STANDARD WEIGHT ® zU1 3 O v w � I Y CONCRETE. U 7B PERMAGAST COLUMN UPON 12"0 P. GONG. 50NOTUBE ? Z 0 UPON 24"x24"xI2" DEEP P. GONG. FOOTING AS PER p I Z ~ ZQ � O Lu DETAIL 6/A-401. pp II ONO > W = QZ ® I6"x8" DEEP P. GONG. CONTINUOUS FOOTING GONGETE - GOLD WEATHER POURING d CONCRETE MIXTURE N 3* d d = AS PER DETAIL"1/A-401 (TYP) I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF ~ I I Ir w Z N j NEW I6"x8" DEEP P. GONG. CONTINUOUS FOOTING AS PER CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE s m( uj Q 0 w 0 HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. x ZO - E p V eS DETAIL 13/A-402. DRILL d EPDXY PIN (4' EMBEDMENT) I w FTC. d FOUND. WALL INTO ADJOINING FT6. b FOUND. WALL in Lu A3 I w Z w OF BASEMENT (OR POUR MONOLITHICALLY w/ 2. SPECIFICITY OF CONCRETE DF-515N MIX SHALL BE BY OTHERS. r R, �- Q W- O 3) I. 5" 6r J. .OE�MIGRO��LCA 'L�C 3B < Ln o- REINFORCEMENT PLACED). m Q w/(2) D.5" TH . STEEL FLITCH PLATE M 0 Z O z 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL ` _ O I' O24"xI2" DEEP P. GONG. CONTINUOUS FOOTING CONFORM To AGI 306. UPSET M. (TOP FLUSHw/F.J) s O Z 0 a O SG AS PER DETAILS 8/A-40I d a/A-401 (TYP) PROVIDE (5) 2"x6" JACK STUDS I / 0 V) O u 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN &ROUND / I Z TOP OF FOUND. WALL MAY BE STEPPED DOWN A5 - - j "IA -1A ui- - Z FOR SEARING OF LVL HDR 8 'y ��\ 7 '% Q O - CS SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO (5) 2"xb" FULL HOT. KING STUDS Z Z N O REQ.'D TO ACCOMMODATE GARAGE DOOR CLOSURE TEMPERATURES WITHIN 10° F OF CONCRETE. $ - _ DWELLING ENTRY (VERIFY DIM. IN FIELD) Q fn 4 [Q (2) l."15"xlb" T.J. 2.OE MIGROLLAM LVL UPSET BM. (BOTTOM FLUSH w/DROPPED BEAMS) J � Q 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. L-I I T Q m LLJ TYPICAL P. GONG. FOOTING 4 WALL CONSTRUCTION: REMOVE AS RED'D. w I 10 �� Q � - - 00 W U Z • 2"xb" P.T. SILL PLATE w/COPPER TERMITE SHIELD d ® a® J w - SILL SEAL;2"x4" P.T. SILL PLATE ® LOWER SHELF. 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE IQ I cr u- o Z LL w PERMITTED WHEN NECESSARY. Q O O d zx to J z w '� O Q • ANCHOR BOLTS AS PER PAGE 0-003 0 tV fp s 0*Q lU w Q O 0 v • P. GONG. FOUND. WALL AS PER DETAILS Q/A-401 ® ° J1 "z ~ O w _ d W Z 7. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33 FOR HIGHER �F zl U1 zl - ul Q v Q D- w O p d BASEMENT, DETAIL 8/A-401 ® GRAWLSPACE, d DETAIL AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. ® z Q N p0 ®�Uj II �pI N® I�0.0 V Z d m Q Q -I/A-401 ® SLAB-ON-GRADE Ip i 3 J pC R Ilu - • P. GONG. FT6. AS PER DETAILS) NOTED SEPARATELY 5. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. ? ® x N O N ?Z� Q - Q 2"x8" G.J. 3 a 2"x8" G.J. - Q • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR oO� W u �� ® Ib" O.G. 6 • S.O. FOOTING 5'-0" BELOW GRADE MIN. Q. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE q to-A m z p I X ® I6 O.C.. . - • 1/2" EXPANSION JOINT® PERIMETER OF SLAB (WHEN PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 z m zl -j ( x a x in ~ z in xd 3 O �� iv r: L cv APPLICABLE) (A5TM C494/C4�14M, TYPES G AND E), ? IL iv I Q u� dJ Q • Lu AIR ENTRAIN P. GONG. FOR PORCHES ,/ PATIOS / _ p_ 3 m N-� Ir LL 0 STOOPS (WHEN APPLICABLE) ID. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GROSS SECTIONAL -p Q O- x N (3) 2"xl0" FLUSH I, ;� u�i p • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET AREAS EXCEED ONE SQUARE INCH. x iv 3 v r N 0 BM. W SIMP50N FOR HEI&HT OF WALL d SLAB (WHEN APPLICABLE) N 31 II. HU210-3 HNGR. 45 11. ONCE CONCRETE IS PLACED. CONCRETE SHALL NOT BE EXPOSED m z N n TO ADJOINING �- ONEW ATTIC ACCESS - PULL DOWN STAIR: TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS B3 (2) 2X4 P05T I B3 I S3 I PROJECT: II I. MIN. 550 # CAPACITY REACHED A COMPRESSIVE STRENGTH OF 500 PSI. 3B I I A3 A2 FLUSH SM. 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x309 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306. - - _ BRIDGE �� 3.DBL. FRAMING WHEN NEW OPENING,U.D.N. s... .. 4.WEATHERSTRIP ACCESS OPENING d PROVIDE R-44 I � �u 3)2"xlo" 4B 82 4B INSULATION ABOVE w/ WD. FR. (OR EO,) BAFFLE OR 1 A2 p> HDR A , RESIDENCE RETAINER TO PREVENT INSULATION FROM ENTERING I � x DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4tu(OMIT WHEN ATTIC AGGESS DOES NOT PENETRATE $ O (O x , THERMAL ENVELOPE OF BUILDING). 0 N Q �� iv m 5. INSTALL AS PER MANU. 5PEG.'s , L�1 m 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. ® m Q 5295 BRIDGE LN o o �I - I o I CUTCHOGUE, N.Y. 11935 i2 BEAM POCKET (TYP) x - x� TYPICAL CLOSED FOUNDATION - p Q �._. (81 ® Ib O.G. W N DRA® PORCHES / PATIOS: r. \ n I. SEE NOTED DETAILS O m ° X 1 \ ^ 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:45 AWAY v cV \ m --DRAWING TITLE. FROM BUILDING PROPOSED STRUCTURAL PLAN 3. FOR SLABS ABUTTING FRAMING, INSTALL COPPER w 1 FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, q m (3) 2'xl0 R I \ ` (3) 2'xl0 HDR _r-_ _ _ D ALL FLA5HINO IN ASPHALTIC 4. PORCH /PATIO HALLS OF SEPARATE POURS SHALL B2 - - ^ --^- BE DOWELED w/#5 ® 8 O.G. VERTICAL TO EA. OTHER -- 4 TO MAIN FOUND. O14 PROVIDE 4" SHELF FOR GONG. SLAB AND/OR F.J. BEARING 4 (2) 2"x8" HDR 4 (2) 2X4 POST - - - - - EXTENDED FRAMING TO ROOF RAFTERS: 4B 45 I i PAGE: 15 PROVIDE FRAMING EXTENDING FROM WALL, BEAM,OR HEADER (BELOW) TO R.R (ABOVE). OI6 STEPPED FOOTING r NEW FT6. TO STEP AS NEEDED TO ALIGN WITH EXIST. FT6., AS PER DETAIL II/A-4ol. V.I.F. EXIST. FTC. DEPTH. 2"x5" G.J. Q 2 x8 G.J. z l ® 16" O.G. - \ ® 16" O.G. iv -" x DATE: 05/02/24 15 OF 17 I SOIL BEARING CAPACITY NOTE: N ( 1 \ \ STRUCTURAL DESIGN OF FOOTINGS ASSUMES A SOIL SEARING CAPACITY OF 1.0 TOWS.F. m \ I L \ (2) 2"x8" HDR B2 (2) 2"x8" HDR i E¢ 4B 4B FROF05EI7 FIRST FLOOR STRUCTURAL PLAN 50ALE: 1/4" = 1'-0" Q W j J � � ('M rY U) 0 4" FRESH AIR VENT O � kTHROUGH ROOF Z O Q I CL cc � d' 3i � CV -I - O t (9 I 4 O �4,, Lf) N C6 --- - -- -----,----7---- ---�-------?----� Q -------i-------�- --I- I BATHROOM I 1 I i BATHROON�i I 4 I I 1 LAUNDRY ROOM I 1 1 1 2"1 1 2"1 n , I I l 1 W O i I 211I 2�:1 i I 2 1 I I 12 Q 1 2" 1 I I 1 I 1 1 I 1 PROVIDE "ABESCO FF200 FR z 1 12" I 1 1 1211 1 1 1 I EXPANDING FOAM" (OR EQUAL) ° 1 1 1 I I 1 I AT ALL PENETRATIONS IN FIRE tu I I I RATED WALL5 AND FLOORS/CEILINGS. PRODUCT I •SHOWER 1- i- j •SHOWER 1- 211 1_� CONFORMS TO ASTM E 84, AND UL 14�q 14 r , 70 TUB wAs R w �w�.v-� V •— G.O. BATHROOM 1 __2" ___ 2 ----------• m �-----t----7-- -I— ---r-- 7NOTE: 1 1 ALL PLUMBING WORK j I BATHROOM I LAUNDRY CL. I KITCHEN SHALL CONFORM TO I I LOCAL PLUMBING CODE 2 2 i i I ::I 2 1 12' , 1 O 2 I 1 I i I 2 1 I GLEAN OUT v I I I 12 1211 IL AS REQ'D IL I I I PROVIDE F.A.I. • W. I I W.Ib. r^ V ! I- " I- •SHOWER ISHOWER I- 2 WASHER 14,rDW 31 - -- 2 - „ 3 W G.O. I ------ G.O. 4" tL 4" HOUSE ° MAIN DRAIN G.O. z 4 TO SEPTIC d � SYSTEM Q f- > NOTE: ALL PLUMBING 4 w a FUEL 6A5 WORK Z D FLUM5 I NC RISER - r7RA I N / NA5TE / VENT O TO FLUSHAMBI O FORM Z W Q m Z � PLUMBING CODE 3 i 0 Q � a = 5GALE: NT5 FUEL 6A5 w Oa (5 w W U m = Z N > N PIPING PENETRATIONS: z a 0 w 0 I. PROVIDE "ABESGO FP200 FR. I p W2 O V EXPANDING FOAM" (OR EQUAL) Q = U, z m AT ALL PENETRATIONS AT WALL5 O U m a AND FLOORS/GEILIN65. m O Z O N 2.PRODUCT CONFORMS TO ASTM E p Z a Z KITCHEN 814, ASTM E E,4, AND UL 14141 ODD - CS LL Z_ CJ Z W Z N Z 00 NOT SHOWN: O N m w Q J"-P (MIN. SIZE) OAS GRILL O � v Z u HOOK UP GAPPED FOR N � O Z W O IL FUTURE USE AT EXTERIOR. Z jr w u f- O w 0 N D O V NIL � 0 y RANGE k a Q Q PROPOSED ~ m Z AIR HANDLER I PROPANE N I SUPPLY W MECH. BATHROOM 5 1 BATHROOM 4 LAUNDRY ROOM 0 VERIFY SIZE NOTE: w/ MANU. PROJECT: I ALL PLUMBING WORK SHALL CONFORM TO BRIDGE LANE L L C 43 p� p� 1 04 04 LOCAL PLUMBING CODE lI II 1 I II II to BOILER p Q4 Q4 I I� I� RESIDENCE 0 • • I 1 0 . i� I I �� EGEND to 3 Ix x I� W.G. = I !Q 3• U I I W.G. _ I .v K 1 x 1 N I A) 0 4 21 21 I �I .0 1 l l v z l V HOT WATER �• Iry TUB NI �N 5HOHER m NI iN NI 1N 1 Nj �ry 5HOWER m nl IN WASHER �1 1� NI IN ------i SUPPLY --. I -I_i _ I- -I I I_--------i------------=- L' ---1 ` ----I •--- --- -- -- J_---J GOLD WATER 5295 BRIDGE LN -----------L .._.._.._.._.. J_ ......_.._.r = --Z_-- --_- -..1_-_!_- -..__.._.I-..- .1 _ .-.._._.._..�..-.._..J -.._.._..-{ SUPPLY l./ /� R15ER - SUPPLY I CUTCHOGUE, N.Y. 11935 BATHROOM 2 KITCHEN I BATHROOM I I , PROVIDE ABE5G0 FP200 FR I EXPANDING FOAM" (OR EQUAL) 5GALE: NTS I AT ALL PENETRATIONS IN FIRE DRAWING TITLE: I RATED WALL5 AND I FLOOR5/0EILIN65. PRODUCT CONFORMS TO A5TM E 814, PLUMBING RISER DIAGRAMS ASTM E 84, AND UL 14'11 q° o �Qa- 1 1 : GAS RISER DIAGRAM INTERIOR SHUT-OFF 1 Oa �Oa FOR HOSE BIB LL 3q I� W.G. U XI Iv �• I� ,1 .= SHOWER m n l : N I I� cvl �� 1 m iv l ��_ N I ��_ ivy �ry SHOWER NEW FREEZE PROOF HOSE SIB PAGE' _T 1 I- FKA5HEP �, w/VACUUM BREAK FASTENED __--------_-___1 -----------L__-- ----.------1--------.-----L __j w/PIPE FASTENERS (PRECISE L.._.._..—..-.._. _..L.._..J.._.._.._.._.._.._.._.t_.._.._..L.._..__-_.. �._..____I__..1..-_..�. J______-__ _•� LOCATION T.B.D. IN FIELD - - CONSULT W/OWNER) EGH 1 0 10 ml ROOM I • TO STREET j WATER MAIN _. �.I DATE: 05/02/24 17 OF 17 _.. to --- N m BOILER PROP. AIR HAND. 1 N . i f FLUM51NO fiZlSEiz , 5GALE: NT5