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HomeMy WebLinkAbout49064-Z OF SOU4o{O Town of Southold * * P.O. Box 1179 �0 53095 Main Rd uxrr. Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45444 Date: 08/07/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 5235 Bridge Ln Cutchogue, NY 11935 Sec/Block/Lot: 84.-1-6.17 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 03/06/2023 Pursuant to which Building Permit No. 49064 and dated: 03/29/2023 Was issued, and\onforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with unfinished basement, covered entry,, covered patio and attached garage as applied for. 11/24/2024 Corrected for address only. The certificate is issued to: 5295 Bridge Ln LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-22-2169 7/11/1984 ELECTRICAL CERTIFICATE: 49064 07/11/2024 PLUMBERS.CERTIFICATION: Richard Cannarella 05/09/2024 zrdA,4 L thor* ed i ature �o�g11EF0i Town of Southold 8/8/2024 0 P.O.Box 1179 o Ze 53095 Main Rd y off, Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45444 Date: 8/7/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 25295 CR 48, Cutchogue SCTM#: 473889 Sec/Block/Lot: 84.-1-6.17 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/6/2023 pursuant to which Building Permit No. 49064 dated 3/29/2023 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, covered entry, covered patio and attached garage as applied for. The certificate is issued to 5295 Bridge Ln LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-22-2169 7/11/2024 ELECTRICAL CERTIFICATE NO. 49064 7/11/2024 PLUMBERS CERTIFICATION DATED 5/9/2024 ar annarella Aut one 0 ature �suFFoc TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: -49064 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: 25295 CR 48, Cutchogue S,CTM #473889 Sec/Block/Lot# 84.-1-6.17 Pursuant to application dated 3/6/2023 and approved by the Building Inspector. To expire on 9/27/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,537.60 CO-NEW DWELLING $50.00 Total: $2,587.60 Building Inspec or OF SO!/j�ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road- P.O.Box 1179 G Q • �o sean.devlin(�-town.southold.ny.us Southold,NY 11971-0959 Q �y�OUNTN,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: 5295 Bridge Ln LLC Address: 5235 Bridge Ln city:Cutchogue st: NY zip: 11935 Building Permit#: 49064 Section: 84 Block: 1 Lot: 6.17 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: 390 Operating Group License No: 35594ME- SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 74 Ceiling Fixtures 1$ Bath Exhaust Fan 5 Service 3 ph Hot Water Gas GFCI Recpt 16 Wall Fixtures 16 Smoke Detectors 5 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 115 CO Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan Combo Smoke/CO 5 Transfer Switch UC Lights $' Dryer Recpt GeS Emergency Strobe Heat Detectors 1 Disconnect Switches 75 4'LED Exit Fixtures 11 Sump Pump Other Equipment: Fridge, DW, Mini Fridge, Micro, Hood, W/D, 20OAQ Panel 40 Circuit/40 Used Notes: . Two Story w/ Unfinishe Basement Inspector Signature: I Date: July 11, 2024 S.Devlin-Cert Electrical Compliance Form Town Hall Annex .lam Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 • Southold,NY 11971-0959 O BUILDING DEPARTMENT TOWN OF SOUTHOLD 0 JUL 3 0 2024 CZTIFICATION rovanmfvoUth®L t Date: f;7q Building Permit No. Owner: 5Z -5 .1 ,Zlp6f L,v, U G (Please print) Plumber: RICYALIr) J, CAN,✓ARfcuA (Please print) I certify that the solder used in the water supply system contains less than 2/10 of ° lead. (Plumbers Signature) Sworn to before me this day of JNAMI 20 Zll__ Notary Public, iof County DARCEE AUFENANGER: NOTARY PUBLIC,STATE OF NEW YORK Registration No.01A00019644 Qualified in Suffolk County Commission Expires January'.9,2028 hO��Of SO(/Th°� # * TOWN OF SOUTHOLD BUILDING DEPT. °`ycouNn,N�'' 631-765-1802 INSPECTMN [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] F UNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPP G [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]' RENTAL RE RKS: %ISO fo Y11V w 691A 19 vc> 1 DATE INSPECTOR �o�a0f soblyo� ��-77 <5N # TOWN OF OUTHOLD BUILDING DEPT. Coum, 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: 2f � ac.:e � 0000 DATE '� 22 INSPECTOR OF SOUI�o� . # # TOWN OF SOUTHOLD BUILDING DEPT. Comm 631-765-1802 q%wq INSPECTION [ ] FOUNDATION 1ST [ ] GH PL13G. [ ] 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: ti oVVT 46 �S �LD c4lvi 04--al DATE INSPECTOR v' OP SOGTyO{o * # TOWN OF SOUTHOLD BUILDING DEPT. cn 631-765-1802 oc� INSPECTION [ ] FOUNDATION 1ST/REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] NSULATIOWCAULKING [ ] FRAMING/STRAPPING [ FINAL Iv� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [= ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION . [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS:@b&&A lip bl�Q Caen &yJ\ 4 A DATE �0 INSPECTOR OF SOUTyO� �--f el V ca' c> 9-(��, # # . TOWN OF SOUTHO D BUILDINGiJDEPT. Coutom 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL.(ROUGH) -%kj ELECTRICAL (FINAL) [ ] CODE VIOLATION [/ ] PRE C/O [ ] RENTAL REMARKS: a v/ Jw'vkl c la �-� o WIES: A &I61J 6a& �e lk"fj- 'ry-Lv&A A0&4.4 0Vga5Lr Q_oj) �L J-v10191v 99LIlvc,"Acil- t3vil Los: 4 S � e� 2AZ P�. _ /VV L94 c R DATE ' - INSPECTOR /` *pF SO(/ly�lo TOWN OF SOUTHOLD BUILDING DEPT. �IY�OUMI��o 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ SULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &-CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE'RESISTANT'CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) - [ ] CODE VIOLATION [. ] PRE C/O [ ] RENTAL REMARKS: rX�w �d (N) � 944 w i DATE bo INSPECTOR)qu tl AMP Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build June 4,2024 � � Bridge Lane LLC Residence Lot 17 61D 5395 Bridge Lane Cutchogue,NY 11935 JUL 3 0 2024 Tax Map#1000-84.-1-6.17 Building Department To Whom It May Concern. frown Of Southold 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. Thank you, Anthony Portillo,RA,LEED AP r Ct � ••t .7 1 I' 1 i1• t'.g ^.r� yip•. r..•".` 1� Page 1 of 1 COUNTY OF SUFFOLK JUL 2 4 2023 BUILDING DEFT. STEVEN BELLONE T011'! e()I TI,Z•0 SUFFOLK COUNTY,EXECUTIVE. DEPARTMENT OF PUBLIC WORKS DARNELL TYSON,P.E. JOSEPH T.BROWN,.P.E. ERIC M.HOFMEISTER CHIEF DEPUTY COMVUSSIONER CONMSSIONER DEPUTY CONIMISSIONER July 14,2023 MarrCon Development Corp. Attn:Dino Marra,CPA 137 Glenwood Road Glenwood Landing,NY 11547 Re: 5395 Bridge Lane,Cutchogue CR 48,North Road—SCTM#1000-084.00-01.00-006.017 Mr.Marra: - This Department.has reviewed the above-referenced site plan and offers the following comments: . We have reviewed this development and find that improvements within the County right-of-way in the vicinity of this site are not required.Therefore,a non-utility Highway Work Permit from this Department is not necessary. Permits for utility work to take place in.the Suffolk County right-of-way on CR 48,North Road will be required. If you have any questions or concerns regarding this matter,kindly contact this office at(631) 852-4100. i Very truly yours, Niamh Perrotta,P.E. Director of Traffic Engineering l NP:DL:shd Cc: Town of Southold,Building Department SUFFOLK COUNTY IS AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER 335 YAPHANK AVENUE YAPHANK,N.Y. 11980 (631)852-4081 FAX(631)852-4079 j�poop i% d of ; rIII� �R a lo- ` � -SIR ` y HEATER -7 - AUTO -1 POMP - -� _ ti -1l cicwrN- _e >GfCI ry r„ Al Y � Lf �DRyt:- NT r ewe ` KI -1ER��R gRTH WpOyER_e OR p� FL GFCI bRTN rp �� ` LIq fJ Co3 �� �22Itt lj FRIDGER' rp�yreN,r TOWN OF SOUTHOLD BUILDINGIDEPT. [ (I m rfcl BRTO I 631-765-1802 4 GF FLOOR yrc mMIR_ ®� I F° N- BOILER INSPECTION [ I FOUNDATION 1ST/REEIAR [ ] ROUGH PLEIG. ® A�rtc E" rynROON [ ] FOUNDATION 2ND [ )INSULATIONICAULKING i�'�I!. [p Rw�'- OUTLETS g [ ] FRAMING/STRAPPING [ ] FINAL STOVE _ [ ] FIREPLACE&CHIMNEY [ ]FIRE SAFETY INSPECTION zNO FiooR 9 [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION " R clrcH PUMP g [ ] ELECTRICAL(ROUGH) [ }ELECTRICAL(FINAL) ® �I' ;;WROwAVE uUNORY R CODE VIOLATION PRE C/O RENTAL IeR FLooR [ 1 [ 1 1 1 � i IER nooa :No iiLioR 6 n ul REMARKS: Go ER Rer s -Eoa+ aRSErnENT A! 3)111t1,II11 QIRETB FIREPLACE .. ���ii�O�f ✓ ..,�+ MlrfoiJ Mu y 5g.u/g _ ® 3FGL GAwroEg C to 6o d /Ira�� nrr��PC' 1 an. P13 ii� - - -9 /-5;7"�frl �t i-,-i 0V--rGI-1 p. 1 a c a DATE �� INSPECTOR J __ J.OJSICE�I (COI BATH R''. ` �� - IER FV7OR t ' I or}y�yp{Rt - B� I BATH. OUTLETS K I IER FLOOR� y, I�nK rWFNA MICROWAVEL 7! (((T{ p STOVE] fb HUT KITON DUTLETS } 1131� i FRIDGE"f LIB_ ., i � ERA LAUNDRY [ {{1y(`ty44 LyIWASH tER FLDOR-g Stllt�It7 LIGHTS YNLIVTS DFIOORFII �tEs FLOOR 4( LGHTS 4r�17E1 L� NENT IER FLOOR Y ' Y �1 1(}1 F I LAUNDRY OUTLETS R R, . IJ �. )f{1�1F���(`11y�4t �YND FLOOR I YNO Fly VLNTHER apLFi00R� I ----- -----� • ]i i A «■. - �M 1 a C . JUL 1 1 2024 - BuIlding Department ' Town of Southold �w i r � 0 .rt • _y t i F 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 5235 Bridge Lane,Cutchogue NY 11935 Test Date 5/15/2024 Building Permit#: 49064 E C n m liance Pathway Performance Test Completed by: Christopher Silvia JIL lV/ tST Rater ID# 4150294 Home Energy Solutions NATE ID# 187 East Main Street J U L 3 0 2024 ICC ID# Huntington,NY-11743 BPI# 631-673-0664 Building Department Town UT c o Building Envelope Tightness Volume Calculation: Check if Floor Area Volume ❑Conditioned Basement Basement ❑ Conditioned Crawl Space 1A 1940 17462 �sealed Attic 2nd 1113 13950 * conditioned floor-area of dwelling is calculated in 3rd accords a with ANSI Z765,.except that conditioned floor Attic 8745 area inclu s areas where the ceiling height is less than 5 Total Volume 40157 ft. CFM @50 pa 1843.8 Air changes/hr 50 p 2.75 Code Compliance: Pass Duct Tightness: Post Construed n Test- al 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 ft2 CFA� Code Compliance: System-3: Duct Location .......................... Floor Area Leakage CFM @ 25pa CFM/100 ft2 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 2010 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 amended by 2020 New York State Supplement,Section 4033.4. Signature: �' �✓-a -�"' g Date: 5/15/2024 Christopher Silvia,Home Energy Solutions 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 5235 Bridge Lane,Cutchogue NY 11935 Test Date 5/15/2024 Building Permit#: 49064 Compliance Pathway Performance Test Completed by: Christopher Silvia D SNET Rater ID# 4150294 Home Energy Solution NATE ID# 187 East Main Street J U L 3 0 2024 ICC ID# Huntington,NY-11743 BPI# 631-673-0664 Building Envelope Tightness Volume Calculation: Check if- Floor Area Volume ❑Conditioned Basement Basement ❑ Conditioned Crawl Space 1st 1940 17462 21 Sealed Attic 2nd 1113 13950 *The conditioned floor area of dwelling is calculated in 3rd accordance with ANSI.Z765,except that conditioned floor Attic 8745 area includes areas where the ceiling height is less than 5 Total Volume 40157 ft. CFM @50 pa 1843.8 Air changes/hr@50 pa 2.75 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 ft2 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 amended by 2020 New York State Supplement,Section 4033.4. ,�.�"' Signature: �. a �r= Date: 5/15/2024 Christopher Silvia,Home Energy Solutions �y9d�y AMP Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build July 2, 2024 Southold Town Building Department 54375 NY-25 Southold, N.Y. 11971 RE: Bridge Lane Lot 17 Residence Cutchogue, N.Y. 11935 SCTM#1000-84-01-6.17 Dear Southold Building Department, Enclosed please find the updated plans that reflect the changes made to the dwelling during construction.The changes are as follows: First Floor: - Updated interior kitchen/dining room layout - Added half-bath -. Modified laundry room - Modified side entrance Second Floor: - Updated full layout - Added Laundry room - Relocated bedroom D� Basement: - Updated window schedule 10 J!D - Modified basement layout 2024 - Relocated exterior basement stairs Exterior: � ' �'�F,' + - Updated window well 01* - Added Trellis accessory building - Modified driveway Updated Pages Include: - G-001 - A-101 - A-102 - A-103 - A-201 - A-202 - A-301 - A-401 - A-402 - S-101 - S-102 - S-103 - P-101 Page 1 of 1 I • Nam dZz Lars. 5395 Bridge Ln HVAC Load Calculations for AMP Architecture 5395 Bridge Ln Cutchogue NY 11977 RaHRVACHftsVA"C3uLHO"" ADS t 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 5395 Bridge Ln Bay Shore,NY 11706 Page 2 Load Preview Report Has Net Rec ft2 Sen Lat Net Sen S S Scope AED Ton Ton /Ton Area Gain Gain Gain Loss FMHtg C g FM CFM CFM CFM Building ; 4.47 5.01 612 3,066 45,116_8,488 53,603 62,559 749 2,011 j 2,011 System 11stFl No 3.52 3.85 550 2,114 34,612 7,592 42,203 47,902 585 1,555 1,555 Ventrlalon I 494 896 1,390 2,041 30 30 30 Supply Duct Latent 1,861 1,861 Return Duct 0 1,192 1,192 905 Zone 1 1 2,1141 34,118 3,6431 37,761 44,956 585 _ 1,555 1,555 1-1stF1 Den 276 6,376 551 6,927 9,010, 117__291 291 2-1 st FI Mudroom/Pantry 384 1,939 67 2,006 902 0 38 881 88 3-1stFl Garage Foyer 72 1,500 135 1,635 2,522 33,�� 4-1stR Living Room/Mtchen 444 12,628 2,026 14,654 15,902 .2071 575 575 5-1 st Fl Dining Room/Foyer 374 4,535 2621 4,797 4,725 621 207 207 6-1st FI Master Bedroom 1521 3,827 111 3,938_ 2,571 33, 1774 174 7-1 st FI Master Bathroom 127 1,698 190 1,888 2,606 34, 77 77 8-1stFl Laundry/Bathroom 2/Hall/Closets 157 234 110 344 1,331 17: 11 11 9-1 st FI Bedroom 2 1 128 1,381 191 1,572 3,388 44~M63 63 System 22ndF1 No 0.95 1.17 816 952 10,504 896 11,4001 14,657 164 456 456 Ventilaton 494 896 1,390_ 2,041 30: �30 30 Zone 1 952 10,010 0 10,010 12,616 164 I 456j 456 10-2nd FI Family Room/Open-to-below 316_ 4,824 0 4,824 4,201 55�220 220 11-2nd FI Bedroom 3 174 2,162 0 2,162 2,086 27• 991 99 12-2nd FI Bathroom 3 144 1,576 0 1,576 2,388 31 A72 72 13-2ndFl Hall/Bathroom 4/Closets 174 490 0 4901 1,354 18 _22 22 14-2nd FI Bedroom 4 144 958 0 958 2,587 34 44 44 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\5395 Bridge Ln.rh9 Monday, February 20, 2023, 11:47 AM i Rhvac-Residential&Light Commercial HVAC Loads Elite Software'Development,Inc. Aberdeen Building Consulting 1 5395 Bridge Ln Bay Shore,NY 11706 Page 3 System 1 - 1st FI - Adequate Exposure Diversity Test Test For Adequate Exposure Diversity 60,000 50,000 40,000 s M F 30,000 72.6% Diff.from Avg. (6,512 Btuh Excursion) 0 co a� 20,000 10,000 0 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm / Average Glass / 1.3 x Average / Hourly Glass Gain ® Hourly Total Net Sensible Gain Glass Gain Gain Over 12 Hours AED Calculation Summary --- SYSTEM DOES NOT HAVE ADEQUATE EXPOSURE DIVERSITY. --- System is on N, E, S, W rosette. Peak load exceeds 12-hour average load by 72.6%. AED Excursion (amount by which peak exceeds 1.3 x average): 6,512 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\5395 Bridge Ln.rh9 Monday, February 20, 2023, 11:47 AM Rhvac-Residential&Light Commercial HVAC Loads. Elite Software Development,Inc. Aberdeen Building Consulting 5395 Bridge Ln Bay Shore,NY 11706 R Page 4 System 2 - 2nd FI - Adequate Exposure Diversity Test Test For Adequate Exposure Diversity 15,000 10,000 44.5% Diff.from Avg. (843 Btuh Excursion) m 0 a� 5,000 0 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm ® Average Glass / 1.3 x Average / Hourly Glass Gain / Hourly Total Net Sensible Gain Glass Gain Gain Over 12 Hours AED Calculation Summary --- SYSTEM DOES NOT HAVE ADEQUATE EXPOSURE DIVERSITY. --- System is on N, E, S, W rosette. Peak load exceeds 12-hour average load by 44.5%. AED Excursion (amount by which peak exceeds 1.3 x average):843 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\rusty\Documents\Elite Software\Rhvac 9 Projects\5395 Bridge Ln.rh9 Monday, February 20, 2023, 11:47 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 5395 Bridge Ln Bay Shore,NY 11706 Page 5 Total Building Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 101:Glazing-French door, .28/ .32, U-value 0.28, SHGC 94 1,632 0 3,233 3,233 0.32 F: Glazing-.28/ .32, U-value 0.28, SHGC 0.32 12.5 217 0 217 217 E: Glazing-.28/.32, U-value 0.32, SHGC 0.4 10.4 207 0 443 443 A: Glazing-.28/.32, U-value 0.32, SHGC 0.4 13.6 270 0 579 579 104: Glazing-French door, .28/.32, U-value 0.32, SHGC 94 1,865 0 3,999 3,999 0.4 I: Glazing-.28/.32, U-value 0.32, SHGC 0.4 46.2 918 0 1,968 1,968 D: Glazing-.28/.32, U-value 0.32, SHGC 0.4 145 2,880 0 5,079 5,079 B:Glazing-.28/.32, U-value 0.32, SHGC 0.4 32 634 0 1,362 1,362 105:Glazing-French door, .28/ .32, U-value 0.32, SHGC 64 1,270 0 2,722 2,722 0.4 C: Glazing-.28/.32, U-value 0.32, SHGC 0.4 47.5 942 0 2,020 2,020 106: Glazing-French door, .28/.32, U-value 0.32, SHGC 64 1,270 0 802 802 0.4 G: Glazing-.28/.32, U-value 0.32, SHGC 0.4 28 556 0 1,192 1,192 H: Glazing-.28/.32, U-value 0.32, SHGC 0.4 21 417 0 893 893 103: Door-R5 Door, U-value 0.2 24 298 0 125 125 108: Door-R5 Door, U-value 0.2 21 260 0 109 109 107: Door-R5 Door, U-value 0.2 24 298 0 125 125 12F-Obw: Wall-Frame, R-21 insulation in 2 x 6 stud 2906.8 11,714 0 2,003 2,003 cavity, no board insulation, brick finish,wood studs, U-value 0.065 R49: Roof/Ceiling-Under Attic with Insulation on Attic 2128 7,256 0 4,682 4,682 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 2113.9 1,770 0 430 430 grade 3, U-value 0.052 Subtotals for structure: 34,674 0 31,983 31,983 People: 5 1,000 1,150 2,150 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 8,898 3,053 2,183 5,236 Infiltration:Winter CFM: 219, Summer CFM: 89 14,905 2,643 1,457 4,100 Ventilation: Winter CFM: 60, Summer CFM: 60 4,082 1,792 988 2,779 AED Excursion: 0 0 7,355 7,355 Total Building Load Totals: 62,559 8,488 45,116 53,603 Check Figures Total Building Supply CFM: 2,011 CFM Per Square ft.: 0.656 Square ft. of Room Area: 3,066 Square ft. Per Ton: 612 Volume (ft3): 32,153 Building Loads Total Heating Required Including Ventilation Air: 62,559 Btuh 62.559 MBH Total Sensible Gain: 45,116 Btuh 84 % Total Latent Gain: 8,488 Btuh 16 % Total Cooling Required Including Ventilation Air: 53,603 Btuh 4.47 Tons (Based On Sensible+ Latent) 5.01 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\5395 Bridge Ln.rh9 Monday, February 20, 2023, 11:47 AM Rhvac Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 5395 Bridge Ln Bay Shore,NY 11706 Page 6 Building Bar Graph 15,000 10,000 Building Loss ' u 62,559 Btu 5,000 ` ` p U �fnmi .i 0 Floor 3% Wall 19% Door 1% Infiltration 24% Roof 12% Glass 21% Ductwork 14% Ventilation 7% 25,000 20,000 15,000 Building Gain 53,603 10,000 Btu h 5,000 0 Floor 1% Wall 4% Door 1% Ductwork 10% Ventilation 5% Roof 9% Glass 46% People 4% Infiltration 8% AED Excursion 14% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\5395 Bridge Ln.rh9 Monday, February 20, 2023, 11:47 AM Rhvac-Residential&Light Commercial HVAC Loads 'Elite Software Development,Inc. Aberdeen Building Consulting 5395 Bridge Ln Bay Shore,NY 11706 Page 7 S stem 1 1st FI Summary Loads Component Area Sen Lai Sen Total Descrf tion` Quan Loss Ga_in Gain Gain 101: Glazing-French door, .28/.32, U-value 0.28, SHGC 94 1,632 0 3,233 3,233 0.32 F: Glazing-.28/.32, U-value 0.28, SHGC 0.32 12.5 217 0 217 217 E: Glazing-.28/.32, U-value 0.32, SHGC 0.4 10.4 207 0 443 443 A: Glazing-.28/.32, U-value 0.32, SHGC 0.4 13.6 270 0 579 579 104: Glazing-French door, .28/.32, U-value 0.32, SHGC 94 1,865 0 3,999 3,999 0.4 I: Glazing-.28/.32, U-value 0.32, SHGC 0.4 46.2 918 0 1,968 1,968 D: Glazing-.28/.32, U-value 0.32, SHGC 0.4 36.3 720 0 1,542 1,542 B: Glazing-.28/.32, U-value 0.32, SHGC 0.4 32 634 0 1,362 1,362 105: Glazing-French door, .28/ .32, U-value 0.32, SHGC 64 1,270 0 2,722 2,722 0.4 C: Glazing-.28/.32, U-value 0.32, SHGC 0.4 23.8 471 0 1,010 1,010 106:Glazing-French door, .28/ .32, U-value 0.32, SHGC 64 1,270 0 802 802 0.4 103: Door-R5 Door, U-value 0.2 24 298 0 125 125 108: Door-R5 Door, U-value 0.2 21 260 0 109 109 107: Door-R5 Door, U-value 0.2 24 298 0 125 125 12F-Obw:Wall-Frame, R-21 insulation in 2 x 6 stud 2268.5 9,142 0 1,563 1,563 cavity, no board insulation, brick finish,wood studs, U-value 0.065 R49: Roof/Ceiling-Under Attic with Insulation on Attic 1176 4,010 0 2,587 2,587 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 2113.9 1,770 0 430 430 grade 3, U-value 0.052 Subtotals for structure: 25,252 0 22,816 22,816 People: 5 1,000 1,150 2,150 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 8,898 3,053 2,183 5,236 Infiltration:Winter CFM: 172, Summer CFM:89 11,711 2,643 1,457 4,100 Ventilation:Winter CFM:30, Summer CFM: 30 2,041 896 494 1,390 AED Excursion: 0 0 6,512 6,512 System 1 1 st FI Load Totals: 47,902 7,592 34,612 42,203 Check Figures - Supply CFM: 1,555 CFM Per Square ft.: 0.735 Square ft. of Room Area: 2,114 Square ft. Per Ton: 550 Volume (ft3): 24,379 S stem'Loads ,., . Total Heating Required Including Ventilation Air: 47,902 Btuh 47.902 MBH Total Sensible Gain: 34,612 Btuh 82 % Total Latent Gain: 7,592 Btuh 18 % Total Cooling Required Including Ventilation Air: 42,203 Btuh 3.52 Tons (Based On Sensible+ Latent) 3.85 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\5395 Bridge Ln.rh9 Monday, February 20, 2023, 11:47 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software.Development,Inca Aberdeen Building Consulting, 5395 Bridge Ln Bay Shore,NY 11706' � Page 8 System 2 2nd FI Summary Loads Component, . Area Sen , Lat Sen Total Description Quah, Loss Gain Gain Gain D: Glazing-.28/.32, U-value 0.32, SHGC 0.4 108.8 2,160 0 3,537 3,537 G: Glazing-.28/.32, U-value 0.32, SHGC 0.4 28 556 0 1,192 1,192 H:Glazing-.28/.32, U-value 0.32, SHGC 0.4 21 417 0 893 893 C: Glazing-.28/.32, U-value 0.32, SHGC 0.4 23.8 471 0 1,010 1,010 12F-Obw:Wall-Frame, R-21 insulation in 2 x 6 stud 638.3 2,572 0 440 440 cavity, no board insulation, brick finish, wood studs, U-value 0.065 R49: Roof/Ceiling-Under Attic with Insulation on Attic 952 3,246 0 2,095 2,095 Floor(also use for Knee Walls and Partition Ceilings), Custom, R49, grade III, U-value 0.055 Subtotals for structure: 9,422 0 9,167 9,167 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration:Winter CFM:47, Summer CFM:0 3,194 0 0 0 Ventilation: Winter CFM:30, Summer CFM: 30 2,041 896 494 1,390 AED Excursion: 0 0 843 843 System 2 2nd FI Load Totals: 14,657 896 10,504 11,400 Check Fi ures Supply CFM: 456 CFM Per Square ft.: 0.479 Square ft. of Room Area: 952 Square ft. Per Ton: 816 Volume (ft3): 7,774 System Loads. Total Heating Required Including Ventilation Air: 14,657 Btuh 14.657 MBH Total Sensible Gain: 10,504 Btuh 92 % Total Latent Gain: 896 Btuh 8 % Total Cooling Required Including Ventilation Air: 11,400 Btuh 0.95 Tons (Based On Sensible+ Latent) 1.17 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\5395 Bridge Ln.rh9 Monday, February 20, 2023, 11:47 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development;Inca Aberdeen Building Consulting 5395 Bridge Ln Ba Shore,NY 11.706 Pa e 9 System 1 1st FI Bar Graph 15,000 10,000 System 1 1st FI Loss 47,902 5,000 Btuh 0 Floor 4% Wall 19% Door 2% Infiltration 24% Roof 8% Glass 20% Ductwork 19% Ventilation 4% 20,000 15,000 System 1 1st FI 10,000 Gain 42,203 Btu h 5,000 5- 7- Floor 1% Wall 4% Door 1% Ductwork 12% Ventilation 3% Roof 6% Glass 42% People 5% Infiltration 10% AED Excursion 15% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\5395 Bridge Ln.rh9 Monday, February 20, 2023, 11:47 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building-Consulting � 5395 Bridge Ln Bay,Shore,NY 11706 Page 10 S stem 2 2nd FI Bar Graph 4,000 3,000 System 2 2nd 2,000 FI Loss 14,657 Btuh 1,000 0 Roof 22% Glass 25% Ventilation 14% Wall 18% Infiltration 22% 8,000 6,000 System 2 2nd 4,000 FI Gain 11 ,400 Btuh 2,000 0 Roof 18% Glass 58% AED Excursion 7% Wall 4% Ventilation 12% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\5395 Bridge Ln.rh9 Monday, February 20, 2023, 11:47 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software;'Development,Inc. Aberdeen Building Consulting 5395 Bridge Ln Bay Shore,NY 11706 ® Pa e 11 Equipment Data - System 1 - 1st 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\5395 Bridge Ln.rh9 Monday, February 20, 2023, 11:47 AM Rhvac—Residential`&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen;Building Consulting 5395 Bridge Ln Bay Shore,NY 1,1706 ® 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\5395 Bridge Ln.rh9 Monday, February 20, 2023, 11:47 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software'Development,Inc. 'Aberdeen BuildingConsulting 5395 Bridge Ln Bay Shore,NY 11706 Page 13 Manual S Performance Data - System 1 - 1st FI Loads and Design Conditions Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 34.612 Outdoor Wet Bulb: 71 Latent Gain: 7.592 Indoor Dry Bulb: 68 Total Gain: 42.203 Indoor RH: 50 Load SHR: 0.82 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 47.902 Indoor Dry Bulb: 72 Entering Dry Bulb: 67.5 Indoor RH: 30 Supply Airflow: 585 E ui°meat Performance.Data.,at System 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 34.612 104% Latent Capacity: 12.000 7.592 158% Total Capacity: 48.000 42.203 114% Heating: Model Type: Natural Gas Boiler, Model: , Nominal Capacity: 48.000, Manufacturer: LENNOX Results: Percent Load of Load Heating Capacity: 48.000 47.902 100% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\5395 Bridge Ln.rh9 Monday, February 20, 2023, 11:47 AM Rhvac-'Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building,Consulting 5395 Bridge to Bay Shore,NY 11706 Page 14 Manual S Performance Data - System 2 - 2nd FI Loads and Design Conditions Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 10.504 Outdoor Wet Bulb: 71 Latent Gain: 0.896 Indoor Dry Bulb: 68 Total Gain: 11.400 Indoor RH: 50 Load SHR: 0.92 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 14.657 Indoor Dry Bulb: 72 Entering Dry Bulb: 60.7 Indoor RH: 30 Supply Airflow: 164 EcIuipment Performance Data at S stem 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 10.504 343% Latent Capacity: 12.000 0.896 1339% Total Capacity: 48.000 11.400 421% Heating: Model Type: Natural Gas Boiler, Model: , Nominal Capacity:48.000, Manufacturer: LENNOX Results: Percent Load of Load Heating Capacity: 48.000 14.657 327% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\5395 Bridge Ln.rh9 Monday, February 20, 2023, 11:47 AM C:\Users\rustr\Documents\Elite Goftwone\Rhvau 9 Pnojoots\5395 Bridge Ln.rhQ Monday, February 20. 2023. 11:47 AM Rhvac-Residential&Light Commercial HVAC'Loads Elite Software Development,Inc. Aberdeen Building Consulting `5395 Bridge Ln Bay Shore,NY 11706 Page 16 System 2 - Hourly Room Net Gain System 2 Hourly Room Net Gain 5,000 ...... ........ .. ...... . .... .. ....... ... ...... . .........I...................... 4,000 ... . .. .. .... .............. ...... ............ e r 3,000... .......... ... .. ........ . ... ... .... ... .. ....................... .. ......... s 3 m L Z 0 N Z 2,000............ .......... ... . ...... ......... ...... . . ... ..... ....... ... .. i 1,000 .. ...... . ... ...... . ....... ...... . ... ..... .. .. ... ........ . ..... .. .. ........ . 0 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm Time of Day 2nd Fl Family Room/ Open-to-below(75%) 2nd Fl Bedroom 3(71%) 2nd Fl Bathroom 3(64%) --� 2nd Fl Hall/ Bathroom 4/ Closets(0%) �— 2nd R Bedroom 4(47%) 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\5395 Bridge Ln.rh9 Monday, February 20, 2023, 11:47 AM Rhvac-Residential&tight Commercial H11AC Loads Elite Software Development,Inc.. Aberdeen Building Consulting 5395 Bridge Ln Bay Shore,NY 11706 Page 17 System 1, Zone 1 Summary Loads (Average Load Procedure for Rooms Component . Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 101:Glazing-French door,.28/.32, U-value 0.28, SHGC 94 1,632 0 3,233 3,233 0.32 F: Glazing-.28/.32, U-value 0.28, SHGC 0.32 12.5 217 0 217 217 E: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 10.4 207 0 443 443 A: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 13.6 270 0 579 579 104:Glazing-French door, .28/.32, U-value 0.32, SHGC 94 1,865 0 3,999 3,999 0.4 I: Glazing-.28/.32, U-value 0.32, SHGC 0.4 46.2 918 0 1,968 1,968 D: Glazing-.28/.32, U-value 0.32, SHGC 0.4 36.3 720 0 1,542 1,542 B: Glazing-.28/.32, U-value 0.32, SHGC 0.4 32 634 0 1,362 1,362 105:Glazing-French door, .28/.32, U-value 0.32, SHGC 64 1,270 0 2,722 2,722 0.4 C: Glazing-.28/.32, U-value 0.32, SHGC 0.4 23.8 471 0 1,010 1,010 106:Glazing-French door, .28/.32, U-value 0.32, SHGC 64 1,270 0 802 802 0.4 103: Door-R5 Door, U-value 0.2 24 298 0 125 125 108: Door-R5 Door, U-value 0.2 21 260 0 109 109 107: Door-R5 Door, U-value 0.2 24 298 0 125 125 12F-Obw:Wall-Frame, R-21 insulation in 2 x 6 stud 2268.5 9,142 0 1,563 1,563 cavity, no board insulation, brick finish,wood studs, U-value 0.065 R49: Roof/Ceiling-Under Attic with Insulation on Attic 1176 4,010 0 2,587 2,587 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 2113.9 1,770 0 430 430 grade 3, U-value 0.052 Subtotals for structure: 25,252 0 22,816 22,816 People: 5 1,000 1,150 2,150 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 7,993 0 2,183 2,183 Infiltration:Winter CFM: 172, Summer CFM: 89 11,711 2,643 1,457 4,100 System 1, Zone 1 Load Totals: 44,956 3,643 34,118 37,761 Check Figures Supply CFM: 1,555 CFM Per Square ft.: 0.735 Square ft. of Room Area: 2,114 Square ft. Per Ton: 640 Volume (ft3): 24,379 Zone Loads Total Heating Required: 44,956 Btuh 44.956 MBH Total Sensible Gain: 34,118 Btuh 90 % Total Latent Gain: 3,643 Btuh 10 % Total Cooling Required: 37,761 Btuh 3.15 Tons (Based On Sensible+ Latent) 3.30 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\5395 Bridge Ln.rh9 Monday, February 20, 2023, 11:47 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.. Aberdeen Building Consulting ® , 5395 Bridge Ln k Bay Shore NY 11,706 Page 18 S stem 2, Zone 1 Summary Loads (Average Load Procedure for Rooms) Component, Area 77 7966 Ldt, Son Total Description, Quan. -"'',Loss Gain, Gain Gain D: Glazing-.28/.32, U-value 0.32, SHGC 0.4 108.8 2,160 0 3,537 3,537 G: Glazing-.28/.32, U-value 0.32, SHGC 0.4 28 556 0 1,192 1,192 H: Glazing-.28/.32, U-value 0.32, SHGC 0.4 21 417 0 893 893 C: Glazing-.28/.32, U-value 0.32, SHGC 0.4 23.8 471 0 1,010 1,010 12F-Obw:Wall-Frame, R-21 insulation in 2 x 6 stud 638.3 2,572 0 440 440 cavity, no board insulation, brick finish,wood studs, U-value 0.065 R49: Roof/Ceiling-Under Attic with Insulation on Attic 952 3,246 0 2,095 2,095 Floor(also use for Knee Walls and Partition Ceilings), Custom, R49, grade III, U-value 0.055 Subtotals for structure: 9,422 0 9,167 9,167 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration:Winter CFM:47, Summer CFM:0 3,194 0 0 0 System 2, Zone 1 Load Totals: 12,616 0 10,010 10,010 Check Fi ures , Supply CFM: 456 CFM Per Square ft.: 0.479 Square ft. of Room Area: 952 Square ft. Per Ton: 1,141 Volume (ft3): 7,774 'Zone Loads Total Heating Required: 12,616 Btuh 12.616 MBH Total Sensible Gain: 10,010 Btuh 100 % Total Latent Gain: 0 Btuh 0 % Total Cooling Required: 10,010 Btuh 0.83 Tons (Based On Sensible+ Latent) 0.83 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\5395 Bridge Ln.rh9 Monday, February 20, 2023, 11:47 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 5395 Bridge Ln Ba Shore,NY '11706 Page 19 S stem 1, Zone 1 Bar Graph 15,000 10,000 System 1 , Zone 1 Loss 44,956 5,000 Btuh 0 Floor 4% Wall 20% Door 2% Infiltration 26% Roof 9% Glass 21% Ductwork 18% 20,000 15,000 System 1 , Zone 1 10,000 Gain 37,761 Btuh 5,000 0 Floor 1% Wall 4% Door 1°% Ductwork 6% AED Excursion 17% Roof 7% Glass 47% People 6°% Infiltration 11% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\5395 Bridge Ln.rh9 Monday, February 20, 2023, 11:47 AM Rhvac-Residential&Light Commerclal HVAC Loads Elite Software Development,Inc. Aberdeen.Building Consulting. - 5395 Bridge Ln Ba Shore,NY 11.706 ® ; Page 20 System 2, Zone 1 Bar Graph 4,000 3,000 r� `Fib System 2, Zone ¢ ' a a 1 2,000 Loss 12,616 Btuh 1,000 0 Roof 26% Wall 20% Glass 29% Infiltration 25% 8,000 6,000 System 2, Zone 4,000 1 Gain 10,010 Btu 2,000 0 Roof 21% Glass 66% Wall 4% AED Excursion 8% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\5395 Bridge Ln.rh9 Monday, February 20, 2023, 11:47 AM Rhvac-Residential'&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 5395 Bridge Ln 'Bay-Shore,NY 11706 • ® Page 21. Detailed Room Loads - Room 1 - 1st F1 Den (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 12.0 ft. System Number: 1 Room Width: 23.0 ft. Zone Number: 1 Area: 276.0 sq.ft. Supply Air: 291 CFM Ceiling Height: 13.9 ft. Supply Air Changes: 4.5 AC/hr Volume: 3,841 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 6 CFM Runout Air: 97 CFM Percent of Supply.: 2 % Runout Duct Size: 6 in. Actual Summer Vent.: 6 CFM Runout Air Velocity: 493 ft./min. Percent of Supply: 2 % Runout Air Velocity: 493 ft./min. Actual Winter Infil.: 36 CFM Actual Loss: 0.158 in.wg./100 ft. Actual Summer Infil.: 18 CFM Item Area -U Ht Sen, CI Lat Sen . r g g Description , Quantity = Value HTM Loss HTM Gain Gain: W -Wall-12F-Obw 23 X 9 113 0.065 4.0 455 0.7 0 78 E-Wall-12F-Obw 23 X 9 207 0.065 4.0 834 0.7 0 143 S-Wall-12F-Obw 12 X 9 95.5 0.065 4.0 385 0.7 0 66 N -Wall-12F-Obw 7.5 X 9 67.5 0.065 4.0 272 0.7 0 47 W -GIs-101 shgc-0.32 0%S 94 0.280 17.4 1,632 34.4 0 3,233 S-GIs-F shgc-0.32 0%S 12.5 0.280 17.4 217 17.4 0 217 UP-Ceil-R49 12 X 23 276 0.055 3.4 941 2.2 0 607 Floor-R30 23 X 12 276 0.052 0.8 231 0.2 0 56 Subtotals for Structure: 4,967 0 4,447 Infil.:Win.: 35.9, Sum.: 18.4 590 4.141 2,441 0.516 551 304 Ductwork: 1,602 408 AED Excursion: 1,217 Room Totals: 9,010 551 6,376 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\5395 Bridge Ln.rh9 Monday, February 20, 2023, 11:47 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting - ' 5395 Bridge Ln Bay Shore NY' 11706 Page 22. Detailed Room Loads - Room 2 - 1st FI Mudroom /Pantry (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 48.0 ft. System Number: 1 Room Width: 8.0 ft. Zone Number: 1 Area: 384.0 sq.ft. Supply Air: 88 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 1.5 AC/hr Volume: 3,456 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 2 CFM Runout Air: 88 CFM Percent of Supply.: 2 % Runout Duct Size: 6 in. Actual Summer Vent.: 2 CFM Runout Air Velocity: 450 ft./min. Percent of Supply: 2 % Runout Air Velocity: 450 ft./min. Actual Winter Infil.: 4 CFM Actual Loss: 0.132 in.wg./100 ft. Actual Summer Infil.: 2 CFM item' Area -U-: Htg, Sen ,Cig`, ', Lat Sen Description' —Quantity- Value' :HTM Loss. 6' HTM Gain' Gain W -Wall-12F-Obw 8 X 9 61.6 0.065 4.0 248 0.7 0 42 W -GIs-E shgc-0.4 0%S 10.4 0.320 19.8 207 42.5 0 443 UP-Ceil-R49 48 X 8 384 0.055 3.4 1,309 2.2 0 845 Floor-1330 8 X 48 384 0.052 0.8 322 0.2 0 78 Subtotals for Structure: 2,086 0 1,408 Infil.: Win.:4.4, Sum.: 2.3 72 4.139 298 0.514 67 37 Ductwork: 516 124 AED Excursion: 370 Room Totals: 2,900 67 1,939 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\5395 Bridge Ln.rh9 Monday, February 20, 2023, 11:47 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. 'Aberdeen Building Consulting 5395 Bridge Ln F Bay Shore NY 11706 Page 23. Detailed Room Loads - Room 3 - 1st FI Garage Foyer (Average Load Procedure) General ,.. Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 6.0 ft. System Number: 1 Room Width: 12.0 ft. Zone Number: 1 Area: 72.0 sq.ft. Supply Air: 68 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 6.3 AC/hr Volume: 648 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 2 CFM Runout Air: 68 CFM Percent of Supply.: 2 % Runout Duct Size: 5 in. Actual Summer Vent.: 1 CFM Runout Air Velocity: 501 ft./min. Percent of Supply: 2 % Runout Air Velocity: 501 ft./min. Actual Winter Infil.: 9 CFM Actual Loss: 0.210 in.wg./100 ft. Actual Summer Infil.: 5 CFM Item.. Area .U- Htg Sen`: Clg Lat Sen` Descri ti'on ;a Quantity," Value HTM � Loss HTIVF ., —Gain, Gain. E-Wall-12F-Obw 12 X 9 70.4 0.065 4.0 284 0.7 0 48 S-Wall-12F-Obw 4 X 9 15 0.065 4.0 60 0.7 0 10 E-Door-103 3 X 8 24 0.200 12.4 298 5.2 0 125 S-Door-108 3 X 7 21 0.200 12.4 260 5.2 0 109 E-GIs-A shgc-0.4 0%S 13.6 0.320 19.8 270 42.5 0 579 UP-Ceil-R49 6 X 12 72 0.055 3.4 246 2.2 0 158 Floor-1330 12 X 6 72 0.052 0.8 60 0.2 0 15 Subtotals for Structure: 1,478 0 1,044 Infil.: Win.:8.8, Sum.:4.5 144 4.139 596 0.514 135 74 Ductwork: 448 96 AED Excursion: 286 Room Totals: 2,522 135 1,500 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\5395 Bridge Ln.rh9 Monday, February 20, 2023, 11:47 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 5395 Bridge Ln Bay ®Shore NY 11706 Page 24 Detailed Room Loads - Room 4 - 1st FI Living Room /Kitchen (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 24.0 ft. System Number: 1 Room Width: 18.5 ft. Zone Number: 1 Area: 444.0 sq.ft. Supply Air: 575 CFM Ceiling Height: 18.0 ft. Supply Air Changes: 4.3 AC/hr Volume: 7,992 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 6 Actual Winter Vent.: 11 CFM Runout Air: 96 CFM Percent of Supply.: 2 % Runout Duct Size: 6 in. Actual Summer Vent.: 11 CFM Runout Air Velocity: 488 ft./min. Percent of Supply: 2 % Runout Air Velocity: 488 ft./min. Actual Winter Infil.: 67 CFM Actual Loss: 0.155 in.wg./100 ft. Actual Summer Infil.: 34 CFM Item Area, -U- Htg ' Sen Clg °Lat Sen Description Quantity Value HTM Loss HTM Gain Gain W -Wall-12F-Obw 18.5 X 18 192.8 0.065 4.0 777 0.7 0 133 E-Wall-12F-Obw 18.5 X 18 333 0.065 4.0 1,342 0.7 0 229 S-Wall-12F-Obw 24 X 18 432 0.065 4.0 1,741 0.7 0 298 W -GIs-104 shgc-0.4 0%S 94 0.320 19.8 1,865 42.5 0 3,999 W -GIs-I shgc-0.4 0%S (3) 46.2 0.320 19.8 918 42.6 0 1,968 UP-Ceil-R49 24 X 18.5 444 0.055 3.4 1,514 2.2 0 977 Floor-1130 18.5 X 24 444 0.052 0.8 372 0.2 0 90 Subtotals for Structure: 8,529 0 7,694 Infil.:Win.: 66.8, Sum.:34.4 1,098 4.140 4,546 0.515 1,026 566 Ductwork: 2,827 808 AED Excursion: 2,410 People: 200 ]at/per, 230 sen/per: 5 1,000 1,150 Room Totals: 15,902 2,026 12,628 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\5395 Bridge Ln.rh9 Monday, February 20, 2023, 11:47 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software.Development,Inc. Aberdeen Building Consulting 5395 Bridge Ln Bay Shore,NY 11706 10 Page 25 Detailed Room Loads - Room 5 - 1st FI Dining Room /Foyer (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 24.0 ft. System Number: 1 Room Width: 15.6 ft. Zone Number: 1 Area: 374.0 sq.ft. Supply Air: 207 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.7 AC/hr Volume: 3,366 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 3 CFM Runout Air: 103 CFM Percent of Supply.: 2 % Runout Duct Size: 6 in. Actual Summer Vent.: 4 CFM Runout Air Velocity: 526 ft./min. Percent of Supply: 2 % Runout Air Velocity: 526 ft./min. Actual Winter Infil.: 17 CFM Actual Loss: 0.179 in.wg./100 ft. Actual Summer Infil.: 9 CFM Item Area -U- Htg Sen Cig Lat Sen Description Quantity Value HTM Loss HTM Gain Gain W -Wall-12F-Obw 15.6 X 9 104 0.065 4.0 419 0.7 0 72 E-Wall-12F-Obw 15.6 X 9 84.2 0.065 4.0 340 0.7 0 58 E-Door-107 3 X 8 24 0.200 12.4 298 5.2 0 125 W -GIs-D shgc-0.4 0%S (3) 36.3 0.320 19.8 720 42.5 0 1,542 E-GIs-B shgc-0.4 0%S (2) 32 0.320 19.8 634 42.6 0 1,362 Floor-1330 15.6 X 24 374 0.052 0.8 313 0.2 0 76 Subtotals for Structure: 2,724 0 3,235 Infil.:Win.: 17.1, Sum.: 8.8 280 4.139 1,161 0.513 262 144 Ductwork: 840 290 AED Excursion: 866 Room Totals: 4,725 262 4,535 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\5395 Bridge Ln.rh9 Monday, February 20, 2023, 11:47 AM Rhvaa-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen.Building Consulting 5395 Bridge Ln Bay Shore,NY 11706 Pacle 26' Detailed Room Loads - Room 6 - 1st FI Master Bedroom Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 11.6 ft. System Number: 1 Room Width: 13.1 ft. Zone Number: 1 Area: 151.5 sq.ft. Supply Air: 174 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 7.7 AC/hr Volume: 1,364 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 2 CFM Runout Air: 87 CFM Percent of Supply.: 1 % Runout Duct Size: 5 in. Actual Summer Vent.: 3 CFM Runout Air Velocity: 640 ft./min. Percent of Supply: 2 % Runout Air Velocity: 640 ft./min. Actual Winter Infil.: 7 CFM Actual Loss: 0.340 in.wg./100 ft. Actual Summer Infil.: 4 CFM Item Area -U Htg Sen Clg _Lat Sen Description Quantity Value HTM Loss HTM Gain Gain W -Wall-12F-Obw 13.2 X 9 55.2 0.065 4.0 223 0.7 0 38 W -GIs-105 shgc-0.4 0%S 64 0.320 19.8 1,270 42.5 0 2,722 Floor-1130 13.1 X 11.6 151.5 0.052 0.8 127 0.2 0 31 Subtotals for Structure: 1,620 0 2,791 Infil.:Win.: 7.3, Sum.: 3.7 119 4.143 494 0.512 111 61 Ductwork: 457 245 AED Excursion: 731 Room Totals: 2,571 111 3,827 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\5395 Bridge Ln.rh9 Monday, February 20, 2023, 11:47 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting12 5395 Bridge'Ln Bav Shore,NY 11706 ' Page 27 j Detailed Room Loads - Room 7 - 1st F1 Master Bathroom (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 11.6 ft. System Number: 1 Room Width: 11.0 ft. Zone Number: 1 Area: 127.4 sq.ft. Supply Air: 77 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 4.0 AC/hr Volume: 1,147 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 2 CFM Runout Air: 77 CFM Percent of Supply.: 2 % Runout Duct Size: 5 in. Actual Summer Vent.: 1 CFM Runout Air Velocity: 567 ft./min. Percent of Supply: 2 % Runout Air Velocity: 567 ft./min. Actual Winter Infil.: 12 CFM Actual Loss: 0.268 in.wg./100 ft. Actual Summer Infil.: 6 CFM Item Area -U Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain W -Wall-12F-Obw 11 X 9 75.2 0.065 4.0 303 0.7 0 52 N-Wall-12F-Obw 11.6 X 9 104.2 0.065 4.0 420 0.7 0 72 W -GIs-C shgc-0.4 0%S 23.8 0.320 19.8 471 42.5 0 1,010 Floor-R30 11 X 11.6 127.4 0.052 0.8 107 0.2 0 26 Subtotals for Structure: 1,301 0 1,160 Infil.:Win.: 12.4, Sum.: 6.4 203 4.143 842 0.517 190 105 Ductwork: 463 109 AED Excursion: 324 Room Totals: 2,606 190 1,698 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\5395 Bridge Ln.rh9 Monday, February 20, 2023, 11:47 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software.Development,Inc. Aberdeen Building Consulting 5395 Bridge Ln Bay Shore,NY 11706 10 Page 28 Detailed Room Loads - Room 8 - 1st Fl Laundry/Bathroom 2/Hall/Closets (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 12.0 ft. System Number: 1 Room Width: 13.1 ft. Zone Number: 1 Area: 157.0 sq.ft. Supply Air: 11 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 0.5 AC/hr Volume:. 1,413 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 1 CFM Runout Air: 11 CFM Percent of Supply.: 8 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 122 ft./min. Percent of Supply: 2 % Runout Air Velocity: 122 ft./min. Actual Winter Infil.: 7 CFM Actual Loss: 0.018 in.wg./100 ft. Actual Summer Infil.: 4 CFM Item Area -U- Htg Sen Clg , Lat Sen Description Quantity Value HTM Loss HTM Gain Gain E-Wall-12F-Obw 13.1 X 9 117.7 0.065 4.0 475 0.7 0 81 Floor-1130 13.1 X 12 157 0.052 0.8 131 0.2 0 32 Subtotals for Structure: 606 0 113 Infil.:Win.: 7.2, Sum.:3.7 118 4.144 488 0.518 110 61 Ductwork: 237 15 AED Excursion: 45 Room Totals: 1,331 110 234 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\5395 Bridge Ln.rh9 Monday, February 20, 2023, 11:47 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 5395 Bridge Ln Bay Shore,NY 11706 10 Page 29 Detailed Room Loads - Room 9 - 1st FI Bedroom 2 Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 12.0 ft. System Number: 1 Room Width: 10.7 ft. Zone Number: 1 Area: 128.0 sq.ft. Supply Air: 63 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.3 AC/hr Volume: 1,152 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 2 CFM Runout Air: 63 CFM Percent of Supply.: 4 % Runout Duct Size: 5 in. Actual Summer Vent.: 1 CFM Runout Air Velocity: 461 ft./min. Percent of Supply: 2 % Runout Air Velocity: 461 ft./min. Actual Winter Infil.: 12 CFM Actual Loss: 0.178 in.wg./100 ft. Actual Summer Infil.: 6 CFM Item Area .. -1-17 Htg Sen Clg Lat Sen. Description, Quantity' Value HTM Loss HTM Gain Gain E -Wall-12F-Obw 10.7 X 9 96 0.065 4.0 387 0.7 0 66 N-Wall-12F-Obw 12 X 9 44 0.065 4.0 177 0.7 0 30 N-GIs-106 shgc-0.4 100%S 64 0.320 19.8 1,270 12.5 0 802 Floor-R30 10.7 X 12 128 0.052 0.8 107 0.2 0 26 Subtotals for Structure: 1,941 0 924 Infil.:Win.: 12.4, Sum.: 6.4 204 4.142 845 0.515 191 105 Ductwork: 602 88 AED Excursion: 264 Room Totals: 3,388 191 1,381 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\5395 Bridge Ln.rh9 Monday, February 20, 2023, 11:47 AM Rhvac-Residential&Light Commercial HVAC Loads° Elite Software Development,Inc. Aberdeen Building Consulting 5395 Bridge Ln Bay Shore NY 11706 In Page 30 Detailed Room Loads - Room 10 - 2nd FI Family Room /Open-to-below (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 24.0 ft. System Number: 2 Room Width: 13.2 ft. Zone Number: 1 Area: 316.0 sq.ft. Supply Air: 220 CFM Ceiling Height: 8.5 ft. Supply Air Changes: 4.9 AC/hr Volume: 2,686 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 10 CFM Runout Air: 110 CFM Percent of Supply.: 5 % Runout Duct Size: 6 in. Actual Summer Vent.: 14 CFM Runout Air Velocity: 560 ft./min. Percent of Supply: 7 % Runout Air Velocity: 560 ft./min. Actual Winter Infil.: 13 CFM Actual Loss: 0.203 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item Area -U- Htg Sen Cig LAt Sen Description Quantity Value HTM Loss HTM Gain Gain W -Wall-12F-Obw 13.2 X 8 69.1 0.065 4.0 278 0.7 0 48 E-Wall-12F-Obw 13.2 X 9 69.5 0.065 4.0 280 0.7 0 48 W -GIs-D shgc-0.4 0%S (3) 36.3 0.320 19.8 720 42.5 0 1,542 E-GIs-G shgc-0.4 0%S (2) 28 0.320 19.8 556 42.6 0 1,192 E-GIs-H shgc-0.4 0%S 21 0.320 19.8 417 42.5 0 893 UP-Ceil-R49 24 X 13.2 316 0.055 3.4 1,078 2.2 0 695 Subtotals for Structure: 3,329 0 4,418 Infil.:Win.: 12.8, Sum.:0.0 224 3.896 872 0.000 0 0 AED Excursion: 406 Room Totals: 4,201 0 4,824 C:\Users\rusty\Documents\Elite Software\Rhvac 9 Projects\5395 Bridge Ln.rh9 Monday, February 20, 2023, 11:47 AM Rhvac-Residential&Light Commercial HVAC Loads ' Elite Software Development,Inc. Aberdeen Building Consulting 5395 Bridge Ln Bay Shore,NY 11706 In Page 31 Detailed Room Loads - Room 11 - 2nd FI Bedroom 3 (Average Load Procedure General Calculation Mode: Htg. &cig. Occurrences: 1 Room Length: 12.0 ft. System Number: 2 Room Width: 14.5 ft. Zone Number: 1 Area: 174.0 sq.ft. Supply Air: 99 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 4.2 AC/hr Volume: 1,392 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 5 CFM Runout Air: 99 CFM Percent of Supply.: 5 % Runout Duct Size: 6 in. Actual Summer Vent.: 6 CFM Runout Air Velocity: 502 ft./min. Percent of Supply: 7 % Runout Air Velocity: 502 ft./min. Actual Winter Infil.: 7 CFM Actual Loss: 0.163 in.wg./100 ft. Actual Summer Infil.: 0 CFM [Item __ Area -U- Htg Sen Clg Lat Sen -Description Quantity Value . HTM Loss HTM Gain Gain W -Wall-12F-Obw 14.5 X 8 79.7 0.065 4.0 321 0.7 0 55 W -GIs-D shgc-0.4 0%S (3) 36.3 0.320 19.8 720 42.5 0 1,542 UP-Ceil-R49 12 X 14.5 174 0.055 3.4 593 2.2 0 383 Subtotals for Structure: 1,634 0 1,980 Infil.:Win.: 6.6, Sum.: 0.0 116 3.897 452 0.000 0 0 AED Excursion: 182 Room Totals: 2,086 0 2,162 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\5395 Bridge Ln.rh9 Monday, February 20, 2023, 11:47 AM Rhvac-Residential&Light Commercial HVAC Loads , Elite Software Development,Inc. Aberdeen Building Consulting ' 5395 Bridge Ln Bay Shore,NY 11706 Page 32 Detailed Room Loads - Room 12 - 2nd FI Bathroom 3 (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 12.0 ft. System Number: 2 Room Width: 12.0 ft. Zone Number: 1 Area: 144.0 sq.ft. Supply Air: 72 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 3.7 AC/hr Volume: 1,152 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 6 CFM Runout Air: 72 CFM Percent of Supply.: 8 % Runout Duct Size: 5 in. Actual Summer Vent.: 5 CFM Runout Air Velocity: 527 ft./min. Percent of Supply: 7 % Runout Air Velocity: 527 ft./min. Actual Winter Infil.: 11 CFM Actual Loss: 0.231 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item Area -U Htg Sen Cig Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N -Wall-12F-Obw 12 X 8 96 0.065 4.0 387 0.7 0 66 W -Wall-12F-Obw 12 X 8 72.2 0.065 4.0 291 0.7 0 50 W -GIs-C shgc-0.4 0%S 23.8 0.320 19.8 471 42.5 0 1,010 UP-Ceil-R49 12 X 12 144 0.055 3.4 491 2.2 0 317 Subtotals for Structure: 1,640 0 1,443 Infil.:Win.: 11.0, Sum.: 0.0 192 3.896 748 0.000 0 0 AED Excursion: 133 Room Totals: 2,388 0 1,576 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\5395 Bridge Ln.rh9 Monday, February 20, 2023, 11:47 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting. 5395 Bridge Ln Bay Shore,NY 11706 91 Page 33 Detailed Room Loads - Room 13 - 2nd Fl Hall/Bathroom 4/Closets (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 14.5 ft. System Number: 2 Room Width: 12.0 ft. Zone Number: 1 Area: 174.0 sq.ft. Supply Air: 22 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 1.0 AC/hr Volume: 1,392 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 3 CFM Runout Air: 22 CFM Percent of Supply.: 14 % Runout Duct Size: 4 in. Actual Summer Vent.: 1 CFM Runout Air Velocity: 256 ft./min. Percent of Supply: 7 % Runout Air Velocity: 256 ft./min. Actual Winter Infil.: 5 CFM Actual Loss: 0.077 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item Area -U- Htg Sen Clg ILat Sen Description Quantity Value HTM Loss HTM Gain Gain E -Wall-12F-Obw 12 X 8 96 0.065 4.0 387 0.7 0 66 UP-Ceil-R49 14.5 X 12 174 0.055 3.4 593 2.2 0 383 Subtotals for Structure: 980 0 449 Infil.: Win.: 5.5, Sum.: 0.0 96 3.896 374 0.000 0 0 AED Excursion: 41 Room Totals: 1,354 0 490 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\5395 Bridge Ln.rh9 Monday, February 20, 2023, 11:47 AM Rhvac-Residential&Light Commercial HVAC Loads: Elite Software Development,Inc.. Aberdeen Building Consulting 5395 Bridge Ln Bay ®Shore NY 11706 Page 34 Detailed Room Loads - Room 14 - 2nd FI Bedroom 4 (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 12.0 ft. System Number: 2 Room Width: 12.0 ft. Zone Number: 1 Area: 144.0 sq.ft. Supply Air: 44 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 2.3 AC/hr Volume: 1,152 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 6 CFM Runout Air: 44 CFM Percent of Supply.: 14 % Runout Duct Size: 4 in. Actual Summer Vent.: 3 CFM Runout Air Velocity: 500 ft./min. Percent of Supply: 7 % Runout Air Velocity: 500 ft./min. Actual Winter Infil.: 11 CFM Actual Loss: 0.286 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item Area -U= Htg Sen Cig Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N -Wall-12F-Obw 12 X 8 59.7 0.065 4.0 241 0.7 0 41 E-Wall-12F-Obw 12 X 8 96 0.065 4.0 387 0.7 0 66 N -GIs-D shgc-0.4 100%S (3) 36.3 0.320 19.8 720 12.5 0 453 UP-Ceil-R49 12 X 12 144 0.055 3.4 491 2.2 0 317 Subtotals for Structure: 1,839 0 877 Infil.:Win.: 11.0, Sum.:0.0 192 3.896 748 0.000 0 0 AED Excursion: 81 Room Totals: 2,587 0 958 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\5395 Bridge Ln.rh9 Monday, February 20, 2023, 11:47 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 5395 Bridge Ln Bay Shore,NY 11706 11 Page 35 Room C000g and Heating Loads Bar Graphs 1 st FI Den 1 st FI Mudroom/Pantry ® Cooling 1st FI Garage Foyer 1st FI Living Room/Kitchen 1 st FI Dining Room/Foyer 1 st FI Master Bedroom 1 st FI Master Bathroom 1 st FI Laundry/Bathroom 2/Hall/Closets V Heating 1 st FI Bedroom 2 2nd FI Family Room/Open-to-below 0 5,000 10,000 15,000 20,000 Btuh C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\5395 Bridge Ln.rh9 Monday, February 20, 2023, 11:47 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,,Inc. Aberdeen Building Consulting 5395 Bridge Ln Bay Shore,NY 11706 Page 36 Room Cooling and Heating Loads Bar Graphs 2nd FI Bedroom 3 ® Cooling 2nd FI Bathroom 3 2nd FI Hall!Bathroom 4!Closets Heating 2nd FI Bedroom 4 0 500 1,000 1,500 2,000 2,500 3,000 Btuh C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\5395 Bridge Ln.rh9 Monday, February 20, 2023, 11:47 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 5395 Bridge Ln Bay Shore,NY 11706 Page 37 Room Cooling Loads Bar Graphs 1 st FI Den 1 st FI Mudroom/Pantry Sensible 1 st FI Garage Foyer 1 st FI Living Room/Kitchen 1st FI Dining Room/Foyer 1 st FI Master Bedroom 1 st FI Master Bathroom 1 st FI Laundry/Bathroom 2/Hall/Closets © Latent 1st FI Bedroom 2 2nd FI Family Room/Open-to-below 0 5,000 10,000 15,000 Btuh C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\5395 Bridge Ln.rh9 Monday, February 20, 2023, 11:47 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 5395 Bridge Ln Bay Shore NY 11706 Page 38 i Room Cooling Loads Bar Graphs 2nd FI Bedroom 3 Sensible 2nd FI Bathroom 3 2nd FI Hall/Bathroom 4/Closets ® Latent 2nd FI Bedroom 4 0 500 1,000 1,500 2,000 2,500 Btuh C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\5395 Bridge Ln.rh9 Monday, February 20, 2023, 11:47 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 5395 Bridge Ln Bay Shore NY 11706 Page 39 System 1 Room Load Summary Htg Min Run Run Clg Cig Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF' Btuh CFM Size Velf Btuh Btuh CFM CFM' ---Zone 1--- 1 1st FI Den 276 9,010 117 3-6 493 6,376 551 291 291 2 1st FI Mudroom/ 384 2,900 38 1-6 450 1,939 67 88 88 Pantry 3 1 st FI Garage 72 2,522 33 1-5 501 1,500 135 68 68 Foyer 4 1st FI Living 444 15,902 207 6-6 488 12,628 2,026 575 575 Room/Kitchen 5 1st FI Dining 374 4,725 62 2-6 526 4,535 262 207 207 Room/Foyer 6 1 st FI Master 152 2,571 33 2-5 640 3,827 111 174 174 Bedroom 7 1st FI Master 127 2,606 34 1-5 567 1,698 190 77 77 Bathroom 8 1 st FI Laundry/ 157 1,331 17 1-4 122 234 110 11 11 Bathroom 2/Hall /Closets 9 1 st FI Bedroom 2 128 3,388 44 1-5 461 1,381 191 63 63 Ventilation 2,041 494 896 Duct Latent 1,861 Return Duct 905 0 1,192 System 1 total 2,114 47,902 585 34,612 7,592 1,555 1,555 System 1 Main Trunk Size: 14x18 in. Velocity: 888 ft./min Loss per 100 ft.: 0.099 in.wg Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 3.52 82%/18% 34,612 7,592 42,203 Recommended: 3.85 75%/25% 34,612 11,537 46,149 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 Froced 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\5395 Bridge Ln.rh9 Monday, February 20, 2023, 11:47 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting ® 5395 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--- 10 2nd FI Family 316 4,201 55 2-6 560 4,824 0 220 220 Room/Open-to- below 11 2nd FI Bedroom 3 174 2,086 27 1-6 502 2,162 0 99 99 12 2nd FI Bathroom 3 144 2,388 .31 1-5 527 1,576 0 72 72 13 2nd FI Hall/ 174 1,354 18 1-4 256 490 0 22 22 Bathroom 4/ Closets 14 2nd FI Bedroom 4 144 2,587 34 1-4 500 958 0 44 44 Ventilation 2,041 494 896 System 2 total 952 14,657 164 10,504 896 456 456 System 2 Main Trunk Size: 9x11 in. Velocity: 663 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: 0.95 92%/8% 10,504 896 11,400 Recommended: 1.17 75%/25% 10,504 3,501 14,005 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 Froced 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\5395 Bridge Ln.rh9 Monday, February 20, 2023, 11:47 AM A KP Architecture Address:10200 Main Road.Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build June 4,2024 Bridge Lane LLC Residence Lot 16 5295 Bridge Lane Cutchogue.NY 11935 } Tax Map#1000-84.-1-6.16 J f 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. i Please contact our office if you have any questions. Thank you, Anthony Portillo,RA,LEED AP i 1 3 i i 1 i 1 Page 1 of 1 COMMENTS FOUNDATION(I ST) --------------------------------- ROUGH FRAMING& PLUMBING �I INSULATION PER N.Y. m01 ADDITIONALOMAN AIR ba IL Ask PA MU M � I o�oSUFFatk�cG TOWN OF SOUTHOLD—BUILDING DEPARTMENT y� s� 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 4 For Office Use Only PERMIT NO. lSL Building Inspector: MAR U 3 2023 Applications and forms must be filled out;in their entirety.Incomplete LD applications will not be accepted. Where the Applicant is not the owner,an BUILIANG DEPT Owner's Authorization form(Page 2)shall be completed., ®WNOFSOl1TF-0OLD Date:03/01/23 OWNER(S)OF PROPERTY: Name:Bridge Lane LLC Residence LOT 17 SCTM#1000-84-1-6.17 Project Address:5395 Bridge Lane Cutchogue NY 1,1935 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:a ortillo am architect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes Po -Will excess fill be removed from premises? ❑Yes No 1 I PROPERTY INFORMATION Existing use of property: Intended use of property: __ _--- .._Sin Lk-t i1__ Zone gr use district in which premises is situated: Are there any covenants and restrictions with respect to - this property? ❑Yes LINO IF YES, PROVIDE A COPY. 1 U)T" ❑ 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. Application Submitte y rint a e) Authorized Agent ❑Owner Signature of Applica t: Date: STATE OF NEW YORK) � � , COUNTY OF 9V l ) HIC91V1�0�i being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of rn'��'�-' , 20�' Notary Public BARBARA NicKINNON PROPERTY OWNER AUTHORIZATION NotaryPublic-State Of NOW YOrk No.01 MC6101870 (Where the applicant is not the owner) qualified in Suffolk County 11 y Commission Expires Nov.17,2CO-3 residingat 16lid C) t I�-�c-V` ✓1/ I "/,do hereby authorizeAW G�� �� T`� to apply on my behalf n Town of Southold Building Department for approval as described herein. 3-5r -2-� Owner's Signature Date �N�6N � «� Print Ow er's Name 2 �osUFFot,��o �O Gy BUILDING DEPARTMENT-Electrical Inspector o TOWN OF SOUTHOLD W Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Gyfj�� Telephone(631) 765-1802 - '�` Temporary Certificate # Date Ara 2023 Customer Name M(ArrA — 1�jY e L6y7e Lt r Electrician Name f2at� l aiie e+ Address aSagS CK 148 6f} q 5 _&j? (4) Phone b3)—,8 g9 S e-mail djwrtvao l w1,,"(4)-6H6 U_t e-mail p6ltk /CGI+T- (E GQ.O ( . Phone 516 (o of 35S License# L/ Size Q_ A Phase I Overhead Underground V1 #of Meters 1 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 Authorized by !L�� � J 4yi Z Se Ko to o,DID adseoOLA ' OCT 2 2023 ; fFot,/- ¢ 0 `BUILDING DEPARTMENT- Electrical Inspector �+ DING DE1 uM TOWN OF SOUTHOLD . . - PoLTrow ,Nall Annex- 54375 Main Road - PO Box 1179 - Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 ' rogerr _southoldtownny.gov- seand(a)_southoldtownny_,gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: W0 e �YWLT`r 02 Electrician's Name: (�L License No.: 2 9n Q y Elec. email: / >1p Elec. Phone No: K` T—❑I request an email copy of Certi icate of Compliance Elec. Address.: . )© - , a,t M JOB SITE INFORMATION (All Information Required) Name: em s4o o Qt,✓ra, S / riot ¢ i►e �L�' ,.,a354ddress: ,' Laic. N Cross Street: Phone No.: Bldg.Permit email: ea ,� , Tax Map District: 1000 Section: „g" Block: Lot: (,,/ BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Na vo ��,)� Square Footage: Circle All That Apply: Is job ready for inspection?: Y S❑NO ❑Rough In ❑ Final Do you need a Temp Certificate?: YES ❑ NO Issued On Temp Information: (All information required) ervice Size 1 Ph❑3 Ph Size:2,0 0 A #Meters Id Meter# New Service❑Fire ;72 ct❑�HFrame Reconnect❑Service Reconnect Underground❑Overhead # Underground Laterals Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 0911 -4 6D !� �1 � PERMIT# L. J Address: Switches 9906 Outlets 6rdf GFI's Surface Sconces H H's UC Ltsj Fridge HW POOL -� Fans Mini Fr., W/D PanelPump Exhaust Oven od. Sump Heater I Trnsfmr 1 Smokes DW Generator Salt Gen. •J� Carbon M'icr GrbDis Water BondLights ;� Heat- � Pucks ERV HOT TUB SPA Inst Hot DeHum Transfer Disc 7. Combo Cooktop Minisplit Blower AC1 AH" Hood ased Service Amps /�O Have Sub Amps Have Used Comments 4 ' OSyEEO(�Co BUILDING DEPARTMENT- Electrical Inspector O ri TOWN OF SOUTHOLD / Town Hall Annex - 54375 Main Road - PO Box 1179 ' N Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 Iamesh(crDsoutholdtownny gov seand(c�southoldtownny.gov 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) h 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❑Underground❑Overhead # Underground Laterals 1 2 H Frame EJ Pole Work done on Service? L Y DN Additional Information: PAYMENT DUE WITH APPLICATION - 1 {W Scott A. Russell suFra,� STO�I[�IWWWA TIE]k SUPERVISOR - MAt1�AWIEl�� TENT' SOLITHOLD TOWN HALL-P.O.Box 1179 ,, ]�] 53095 Main Road-SOUTHOLD,NEW YORK 11971 i'' Town of Southold CHAPTER 236 - STOFJVt' ATER MANAGEMENT RJEFERRAL FORM jE --- !, '( APPLICANT INFORMATION TO BEE COMPLETED BY THE APPLICANT I E Q1YLY:FOR PROPERTIES,ONE ACRE-Ih' AREA.,OR LARGER. ) I1 I - - - - - - — - - — - - - ---- '% -- - - - - - - - - - - - - - - Tt APPLICANT; h.perty Owner, Design Professional, Agent, Contractor, Other 41 ) l NAME:_ . Date: .. . �If ! 3l 4/ 02 ' i3 Contact Infot matt t Dzebrowski amnarchitect,cam ! 14:-.MA&l elepi nns Numhal 1 I t!I Property Address / Location of Construction Site: ai. . 5395 BrldgeLott Q& Ogt16, MY 11435 S.C.T.N. #: 1000 District 84 } Section Block Lot t; T, '1 TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT lI; f ❑ Area of Disturbance a less than I Acre. No S.P.D.E.S.Pe Hitt is Required! :i ❑ - Project does Not Discharge to Waters of the State. No S.P.I S.:I ermtt:is egcilred!. z: r3 Ii' ❑_ Area of Disturbance is Greater than l Acre&Storm-water Runoff Discharges Directly ` #` to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S.Permit t: DIRECTLY From N.Y:S. D.E,C:Prior to Issuance of a Building Permit. ® - Area of•Disturbance is Greater than I Acre 3 Storm-water Runofr Flows Through Southold i= Town's vIS4 Systems to Waters of the State of New York. THE APPLICANT IVIUST OBTAIN f. _ !i. a S.P.D.E.S. Permit through the Southold Town Engineering Department Priorto.issuance of a Building Permit. - •= I:. ' Revie%ved By, Date.: r-na&;r 4 cMrn--rn¢ n,.tnr,r-,- :lnrn __ — (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A MDATICN OF SECTION 72D9 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. 4 CERTIFICATION / I � INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMFNrAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CIRTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. Z /i/ e //) N HEALTH DEPARTMENT USE � ' 64cliov N! 0'35 400 Ostrander Avenue, Riverhead, New York I1ct01 tel. 651.727.2505 fox. 651,72.7.0144 admin@youngengineering.com Howard W. Young, Land surveyor Thomas G. Nolpert, Professional Engineer O � Douglas E. Adams, Professional Engineer ;., kl Robert G. Tost, Architect Robert 5trom5ki, Architect PL ex SITE DATA �. `\ AREA = 40,195 SQ. FT. TEST HOLE \ / *SUBDIVISION-"SYLORET ESTATES" FILED IN THE OFFICE OF THE FROM FILED MAP ` / CLERK OF SUFFOLK COUNTY ON JUNE-08„1976-AS FILE NO:6390. . 0.01 LOAM VERTICAL DATUM NAVD(1988) +52.81 A _ AA 4.0' \ 52.52 _ J Q,I''i 5 .7124 WSS 52.2� -f SAND o GRAVEL �6 ` f- SA Fla +52.92 \ r 15.0' SPIK 52.14n� SET 52.52 L +53.40 ENGINEER'S CERTIFICATION ot "I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL X pL SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY ��ly IN 'yb ` \ DIRECTION.BASED UPON A CAREFUL AND THOROUGH STV0r_ 311_E SOIL, SITE AND GROUNDWATER CONDITIONS,ALL LOTS,r _-SOIL, QRM 53.29 TO THE SUFFOLK COUNTY DEPARTMENT OF HEALT RVICE 0WrtR QN STANDARDS IN EFFECT AS OF THIS DATE." Ici) +53.60 OT O \ -- HOWARD W.YOU - !`/S.L.S.NO.45893n \0� 3 \ I THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 y `\ DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 \�` FS$►Ot 53.38 W55 \ o NTM dot 16 \ SURVEYOR'S CERTIFICATI 5�ba`��s�otes 1 I- *WE HEREBY CERTIFY TO 5295 BRIDGE L +53.65 \Orel �—_ _ _ -� SURVEY WAS PREPARED IN ACCORDANCE WITH C15 NO� "5y <'j0,c nt> I LAND SURVEYS ADOPTED BY THE NEW YORK STA > hTI0\WOF �0" 0 0 0 PROFESSIONAL LAND SURVEYORS. /� i •p,� s .,; i N GNG9155 01 �~ wrw+55.84 '�✓(.��- \�Q 33 n \\ Lot 17 i HOWARD W.YOUNG,N.Y.S. .S.NO.45893 �\��n�D S U FBI` Subdivision- -- \ "Syloret Estates" ASS ` W55 PSNjASNE�GR , �� SURVEY FOR \ 9.2 eoF" � 5295 BRIDGE LANE, LLC Eon 16 ,/ LOT 17 "SYLORET ESTATES" 0 o�'k 6c'v,2 e`PLsy� �AIN�AINEDGRA55 5�b, ' at Cutchogue, Town of Southold N v, o% WSS , - Suffolk County, New York 6s 53.80 G���,�.ao�iy• P y �96• 5100 53.64S�N BUILDING PERAIT SURVEY n SOP 54.0, % 4 1 , / +54.07 County Tax Map District 1000 Section 84 Block 01 Lot 6.17 FIELD SURVEY COMPLETED AUG.15,2022 MAP PREPARED AUG.16,2022 CMF 54.2 �Q P� / Record of Revisions / 54.13 REVISION DATE LEGEND - +54.65 -� ' CMF =CONCRETE MONUMENT FOUND CMS =CONCRETE MONUMENT SET DI = DRAINAGE INLET DRF =DEER FENCE 0 Epp =EDGE OF PAVEMENT WSF =WOOD STAKE FOUND =WOOD STAKE SET WSS WELL 40 0 20 40 80 120 = ^/ =END OF DIRECTION/DISTANCE �� - J \ ' a Scale: 1 - 40, JOB NO. 2022-0152 DWG.2022_0152_bp 1 OF 1 CCreFAt Recu,aecem5, 1(daWTs•15re,I AnaN STMFASDgi PRO.EGT/ZONING DATA - - S1T0 LAYOR NOTES, L tte Ysaib.mmt cvrwt L r.m se Pmt'a'e to 1.Imtan VA onTS teas a.otivg to nuvrrctrer'> - \ I.THIS IS AN AV:NITEOT5 SITE PLAN S IS / SfPe.k Carty V'aPt^r 963,Mbb vtl feepUc:riomtry racoarevdou«>.N caJamvy with Hn- stvmr6 NI TA%MPP• 1000-H4-I-b.R \y%P/' ELT TO TFP-IN ORXA ON A LIGEN.C`C9 --- dnVasxs)ttragl tm swro:k Loudy pepoara.+ t ttlax, applem!o recammeMCias pvYded q tb mwr«tr.er shall m --- - -- .----._- FIELD CROPS /m \ SURVEYOR D O P 15 SITE P : ( a Lk«>trg one camvrar Ntdrs,p a,t m Surrelk away cotle trp'amn'od ZONING DISTRICT AG WG / ELm5R2q' \ REPRESENTED ON THIS SITE PLAN I5 TO THE gTa� Ldtd ma.LcacfigodGowQA:aV> r_— —_-- —=_---- _ SURVEY / a I .e vA oMt9 Provleca. z Tro vA thRS emk ahal ae n:o!led aS Iewl er aU Crectaa /' A¢OMTxT'S 3EST Q�KNO'nLpEaE. /•� �• fi/,,� `^ Q WTn o nmtrtm tolerore fi oy erectlan d./arts?ureter tnchl rn /� ^/• \ \ --�// `,� O 2 NI I/A OrrT9 most m rogntaee w:51 tM Deparmoe fi a rteldtm}Sch rack bm d popsy levebe ed wpactm sod LOT GOVERrYr_ / \ \ 2.SUAVE"IN�ORM.ATON YY\S OETAI T - \:I�..\ 1' W wah Arxie w d Ye bAfolk Gowu)smitoy Gem. IPru flan r«W ar oeo g-areL - /' / \ AND PRAEPARED DATED AU6�T Ib.2022 �"✓ .�,�`� per'«M tM D=pa-.M P 'ug a�va:nn d eeePmrna d w„ ,o LpyERAGE trxt'wr w:.t• lee. 5.VA aAT5 Toss doll m a a s ae:et A DSLP.IPiIGN(FOOTFWNT) AREA %LOT datrrart'crl roa/mueab a dbtr[to le hq ehuctan ncy m YO S YO:NE ! I •ti, N 9.M emaeae gxiratlon me rMY.aruk'o contract marern tM reovtrod ex a1 tye<ey.rei mxtpie Ic«try atrvcsrea.cbas an ---.--. /' 400 OSTRANDER AVENUE `�:_( % �N tbtr.�ara Ra•Ldar Preps y avmcr mmt m m>r:ttatl td wo aaurmtrre malgn b Prfo.•etl q rk OcpertTicnL TOTAL LOT AREA 4O)g5 sr. �� \\\ - rryo¢rert RIVEFWEAD,NY.11M �' O OT th.potrc,e fi-•.--- Y.M:ele 15 d W Furrolk Oa+lty a.The tap d tM VA ort5•U_wall rot m lo•-•-^goemr•Jum 9/ TELEPhIOFC-a(516)77-2303 -p.^-O 5m'ay cede. zs feat a ba>thm an root xrow f!gme. PROP.H UEE S 6ARAF 20b1 SF_ -b.T% _ i \ c O z}0 a.Atl baral:ee VA aWTS ore rnqu'xe m Mve an ev'Ua!s yar s.At o mta'+am,all aorylfig mol-ebs ah n Ila,:e ZO-o-,N co•.erod FRP.INSROLAO POOL 64b 5.F. Ib% /� \ pjE'CO (•rs:.'sr� 0- m a warrnh�od cperCsrlmeY.taner<e ar+Nce emV«t Nrar trm acceea epatYv>•s godo lecatad arc t!n Nbe and w.tbG �._ Y s pa°P°fe'�'od ca:tmnee serwn eentr«t Fm eow,s mcll m e15c 2J-tch tl' tr wrerCye od PROP.STCGPr 136 S.F. OH% ! C N Yc4 P'ePeraJ c>.va Qe eapecwd to oaten m tPtr«kn Kat-poN bettg unt bm torero a tiiernaplmY cover+at \ U ma„ti.r<waco ra:crect:n mnweze wen nAn+ele w d w fml gw.An aover>stall m mayed n«cxeaco.,an a«tbn pp,Op.Parlos>b•ABOVE GRADE I.{71 SF. 3 % NOV 15 2022 .- - C)Y s.aro!k Canty 5mitmy case. 5-m d tm>»,ma _ r \ +�+ v) TOTAL AREA OP ALL STR:LTLRES 4g36 SF. 12 5% i C N m s.w,ai an VA o. recrroa a vet.:,x i,,ve don m vented m ba b.iiaa wyrrq r,�tales tro tl ra m fi>mum fi a _ — I ,\ .t�S�</w� SUFt.4U.nEALIhs 11N Q O O rod d xe roeueT:ce tevg mrwe.Vect ppm dare extard a d'n't•'t'J a pakrg oc4 ra c sbrl m des'gee to to --MAXIM LOT LOVERA5E ALLOP-V-20% _ � d e rtin>wave rM root Im aw I'e sop d do vac: oirn ecatg a mess ro reeuvera.:a d AAyrta!y-20 a t_ - 1 \FCnrreentaemunrn\MT shell Ive a mhhvn hwl:ma sopaotion d 131rceea eo ero iY}]O x} I PROP.4'm >bpod patbn d Un tad.M cmaa W.re It b rot p«[kal w I.F ,y vets tM>ystan b Te re>letrro tad,a vad ppe e J m p'pcd to 1.Tin auTlct'mcrt ebvr3bn dull m d mJnban d of ioct mkt.. �L I ! �PDRYHC_!1 Ure edau d 5a reams od tamfiao a me•nen d b fieeas tm Wes Imp ebvCzn FLOOD MAP DATA: M mot( amro qoJ od C le«t 1 iabf Iran pape•>j Ifiea.Too»vas MAP s,361C3LOIbIH N 1 FROP.b'O �J \ PP«>'nsll m lar�ad a MMm. ae s feet Fran oy widsw or a.Smpl'rg nraimlea>MII taus 2 fmt or m MAP DATE:OV.5/2009 doorway Qd mmt tumfio^a w1h a Como rlher deako.NI verse trey treed 2 loot q 2 Pod. FLOOD ZONE:X O I CRYYQt�-\ \ pees met have a m'tlbem tlier!etcr d 2 Vtln>. ' 2.SITE a.TF• sMn m a maaem rctm_lan mpN mlcw tf»wtbi Marc _ @ 1 1 \ \ 4rovot dd Alfm:atNe Gel''\Amis.wter ireanmry a vctmt ' I \\ EXIST.YiELL U �_ «wrtlxe wl the stmdad>�a• ^e•carBaTa b to I.All Idn d J Ib'%b' L !I ; -� avee OM OF VA Ovrtc Ieace PROP BURIED I lj \ \ cpp � awa P P�tr oRi'9 3.ILLOCATTE WAWATERSOO hE-'�TARE NOT I ----NA-`DF 6A5 LIlLm------_- PATIO • \jJ y, �Ma\agarbdM I.Nt mw>r atem>Y,tta a rbfu!e>•all m INST ID. e= I1 fLA rg :erle lyropy!ane,me�mUc>.ar oYer 1.Tm ra+• I po+el mx rluat be Pm.•od ar m cn os�!t�!e� 4.ELEVATION.REFHZR:LE NAVD 19bb Z �- ttM.+_C., 'R�a r✓a�,-. LOCATED W TNIN 300'OF TT�PROFHZTY. I.vA oWTs eai:s don m aamvaeto d t eaarato, I I_ PRLP.wnrER SwPLY e bloa.PatPe'J Pt b m-z-,'---w Ada ad ICNref� peeoata roar r+e er a n�a x serves,�xma•�va r> I AOPed![T}A The rm d a• taro b ponbmtl. bpi rr�m rear'^s a of!m roil d tic e}tetne(pre!e�Ne 5.OF V151BLE hf:FE LOCATE,XKrARE 150- a uL19J tom,and w.a nvrrg>par).Otic brntla+>far rna.erq OF eJ..BJE..T F�+OFEfLTY LItSS A� 1 _ i 2 Wvi rn VA aWiS rogss-e a>tRrt t.dt ter pctrcahrent gip the pool ma wnl m corSdavd q W acpoteent a a DEPILTED ON SITc PLAN. r� A _ r(ry �tb tak zMll m tlmiged fi«tuddae wM aertaa}lal tt> mob ad wN VA aM3 mov?tebrar npprnveL `, I _ \ p 4�4]C /1 }loR d eh:>>tawo•1 2.Ta ream d tM VA OMS otM ProNder rrvst m ekary WdDMS!ON twor mom A I _ 2-STCRY l'o.F2 `/ s.U'^-.oUaw'x tP°c91ed,ea:earJ.fig atr«xe:aystan U-x Idat9'm«eM a bkle d tM Po'a ad ficbdc a Pk"n vmer VA MAP OF-SYLORET ESTATES' = aNELLIN6 W EIASO-TENT oLoro rn ri15 eMum mal3va r occartlaee wsh metlon to cwe�ct n rme d abm. LOT rl l , I - (b BEDROOMS) \ �•J/ I-10T arA Silo d tlm 11 1 FILE NO.6090 1-STORY l m. _ F.F.EL=55.1' FROP,b'O �J` Q s.5wtarbr pmnl pbrumrt ercble Mi sw•om to m mwae C LED J)N'c Ob,14T6 IN Tti-c OFF OF I FR.6ARAGE - \ OR",\ •y/ a.N a nearas ao vA eWrs tredmat m*>etdl Iravd -..•J, ay etea,a:r..t�eg e.,rasa tt avvse ri uetx d tra twvg. eLERK of a�lr-POLr.Gams r A I ON Quote M gatle Itta`ed ova LY hct and 4.The pv'i bar mat vo wihtl Y d tln syalan bcCton to Iaja O PRO.7 I LP/ERED \ VAOANT LOT w.bt aavan>M: Jar «h aktm'm wa:ati vd roGl:tate opaokm od:mMervxe. Q fimcbpr«P IttkYg cane fen rasa a MamepaUc coven C THE FOIL OWMO IAJT.WITHIN 150'OF I I OD.T I I sTCOP i fMal gmo.NI covers and chMcyNrbas[tail m eeigne fi 5.The catrel paml doll m pb«d C a carnrataale bkjd to LTILIZE PLSILIL WATER A5 F£R SOW, ➢ FRCP.HYDRO-ACTION omorearao wIN xettn}lil d Nb stodotl. a-.«as fi accarmke w:Yl Federal Omrgenuj Wagcrent Agery I 5.Han a I/A ai;5 b ryprwod to m fittel�fi d d-Neway a tT__"rood taro ro?.Yarants. 50TM aI000-84-4-102 I 1 AN T OWTS w P PLC CGNIO PANEL; VENT 5• II I_____ _ ____.._ PROF. EBURIED�-G. O ROOF AS REO.D 1LINO I/A \`\ pokFy yea tln irJt droll m ticslgTod area in>talbd td e.Ten pool doll meet Nabnal pectreal ]lead H}20 a H'2o L^^ueag at to>ignatetl q AASNTO. an._", ..�ItO'N tX apecl/lcdlao. ,I!`L 21,2021 ' I M11 INI '- PRLST.SOXI I TEST b.Gabcoe gt6-s doll rot m par xed•ern m VA On'F b -1,NI beew true wvty mot m rvl vl ebcYr-nl rorv+2 Tta 1 FOLAMFL DIST 50X }L y HOLE a2 \ utivaee ce mean d x•'°5e depesdL cartrr mist cppaprate rats:a gax>od Iraaare TES HOLE al DATA TEST IIL'LF DATA (SAMPLR:6 'MIN:, T Wc•m sePtcrua dmll rot ebdurrp fib an I/A cYVT9 ad tla free nadSg w h°I pool a}rction boas. AROHITcLTi1RE FROM FILED HAP i -( MAINTAIN 2'MiN.-, pspvt..er:reranmeMs w5er sdtam- J:wmh be comctm to b.Eadl ayssam y:au be e�p�d to a Ncixnt:g wonxg s»tcm IO2D0 MAIN ROAD.UNIT 3A ,Q t DISTANLE FROM LP. f= ti I PV;M0U5 DRIVE AY b+yntl arrcpmb b ro.n a V,Ilaga hv:.rag wr)rA wIL«tNaa u4!a and vbuaf a'mro tM!can m rca®j MATTITLGK NY 11452 I `= Xt-_ 1 s PA4KIN5 4pobruas. ad Mad q tb« d tM dAAy>crval na (516)214 160 I DRIVEYIAY u paenlat rvcommm a rolaratrj de,It m ra O.M to �� •\I \ \ e.vAaWF.)tarts sson m wa:ertlgs and corebtcree oe eaatl and pro-,I«yrmadaea ramda ae,n ronncawl to the oars povlaa. I 1 PR7.ti______ m i i. \ \ r a.ml�la m2srbb�ae rat>,npri m o=eesalve ceraa;m a awaaa q tm oeM a7oalra.a. EL=53R' \CP.h 6• 1\ '\ dewf 9. •^•-rlWh aro rat do>Igne a rlwr q gaieu ary 0. r.'ttAei LmAM m I EL=53Ea �}� �k L PRa. I J \ \\\ �� a>'*t9 rere.-nurse to aa�ea wm a ca.rel peal:r]n mcoe d 1 -Z LP. H' LP. MIN FROP EIR.ID IILTRIL LINE ' 9.N tub t m ruder• LTwo matle0a d take ae L--------------------- zrtlyrtdall m ewr msrfig a water prosare ra>tfig «Trocety a portma- ata to operw.Ne y>tan drtg a Is' Lawn Milt a. _ tladamreibwa. pc.or at�. �_ 16m- 1 Vaorm to .5sa1 Ya a^Ptd tat od rfpy a vncum b far N14'23'201N IbI.T' (a)vrhas(IaPnni d eacvy Tb:oK U rgpraved H 4a%d i.TM olerbvca jrctbn trot serving its purp evsr od foC ERasN SN.J YdM � 11=�� \ \\ \ l ' vacwn b Mle tw•.so mirvt«. nuat m wCort'yd a+d I«cdctl owicb the VA Gr(15 tmk rlartri. 5' Ia%6itgyg `\ \ \ I 1 , I SANRARY PIPING BENEATH DRIVEiAYS \ \ s''' 11.�[stay:bowl tame rnr Cmk Mt vector to M'et Merl 2 Ary blowaa bcvae ou'ekb d tM VA L\tt5 S m5t m pla«e , � \ ebwtkn let clad ra 2a was.Rdel J+e tuk•o Ue aJet trier[ e o pro(a,pkeac a ixagtaae)am lave o tavepraaP SANITARY LII�SHALL BE DOOTILARINO,E IRON PIPE attutb 24.rar pam b carpk:a.Lct tM tuY>tad ram erelow roves. 1 BEC-ATN AhY TRAFFIO BEARING AREAS a1�EYma1 IOirour pabl ile lark b cgpravee IP was level b ` ,\ \ \ \ \ ' ~ M1 ru M I�-har pabd Wtrr pro a[catty b e.NI PI^M>od rloa trees mat pe a«easb'a od xrYceable lD' �� ��S\ \\ `j r\ � I ! ' ' rommreMed b m Km o•.wY aRer Irebllattev fran acra>a tpon.\t?. _ \ , vas' - .The rhos dn!I m atsched b a Sdndib 40 PJa fkn!trm \ Si�C cm m t®n'l removetl/a mrvlce a NfwtmaL 2}re theta �4A\\ \\\ \ \\ . I >Ma roe m att«nee to*e rasa man. \t L ppfifarod r< \ (-p anal hwe m'anV bvr+2E-carMpreaalve etroroyr sum 1 I f -` I d soco ponds a tquae tktr� cc y sc1 s.TM DtPo-t'^t•''eiici oMerva the pury syxa'opade tMegh GRAVA \ \\ - \\ �`` \ I 2 Ybn•h'r�a>a dn!1 m o mfitevn d Rrw YVMa•mesa tln a� � � PAL£l3RGMN \\ \\ \ �r�21 'T hm been roKNlotl q e Now Yak LVnenee Rroreaatavl BJmpectcrr Pa led d tM taco nafi Petbya Mrs m rtaQv 5N F. �ihV NJTN a \ s+ �tner a.eorrp�I y..rh al prepr pnrp paxn.e.lew req�.s.xnne>ra tu, a.•L•y uro LecNem I wails,rattan od�shall eekair roMaatg \ ty \` to re>ue a gTplba rarra d9oo panes Fa canoe bet(par). i ' \ \\ `\O \\ $ _ t _, _ { • 5.r+e-rmt corr:ate wctwn>Mn be>ealw.rah om N ech I \ m.att�pW:tmI«:.n><h c«Pama:a ASTM �X�+ {NI xrc ppea dial paroYom tM vertYel aldewail daocparb ere a'k I 'X od eM!I m xdd wG go%a oYer mean a tM \ \ wpahnat turn m waled ja embd P:a.bb pre od tm ppe no• - \ \ct� \ \ 4 gmkd Pmaroe b tM pipe wlel sa bassteel rotr«sale r \ p c pia). LONP£Y:S.1•YJ��1£R I \ \�� \ s.An Verde:Jan m seabtl ao ors eM tat b.�arcgs \ 4 \ \ \\ PROJECT: tdctKs 5-Iiq BJO.Taeca tMt ue emt h place raqu're plot \ \� `\ tppova rrdn rM�,patman<ad ea>:m eertlPbd q e uoaaee I e\ \`� \�\ \ BRIDGE LANE LLC I=roteeebal Dyfiea.u a m:nmam rb Pkar ad walb d a vAPROP Lot w \�, cooroto cart mbt m moreilSYr tly pose. : Hzoposp \ \ e.Warowr tka1,wr.ete VA oW15 don roc m r...».w �„aamd„�.Par ha al,atwa�as pbced wtAfi j i (�BLL�TER '\ \\\ '\� �,\ \� LOT 17-SEPTIC wgavd.a• ,tM mlam�d>ida pa!Jar�.up to'B trlaa adTva lugaet racoweer_ a gwrkavata erevd�a,,d rM vA aWrs FRero5ED) \ "dml m�dy• ,me en>b.at 1 \\\\ � \ ELms2�o, _- ____ __. _- pa•.mmb,tits VA OWT9 rrR da!I m watmwwted vp to Id I \ \\ _� Jan dzw tM"' t roccYma/aq+ecre garmaNr I \ \ abw a a oak ea ea a e e by e„p e e ape a an \ \\ \\ 25295 COUNTY RD 48 T,b�,,,�,ea�raa a,ln aro fiaeaoea fi gcaM.saer,ba \ \\ \ CUTCHOGUE,NY 11935 �g a cn sarx rwtn u erg daad�iai des \\ \ 1� q.a,, mllmu.tn m a lame Is ttm>mac Urm de welds oP Me waor I PROP.UTILITY POLE w k.•^.ae dau m can I a°bPe«rmeou�lb' ga.d•c�'aa:arao«r.m,eM a�Pq`sa I BIRim ELELTwG ut�s To ` ----W_ING TITLE: - rop a nn tmKe)dare roe m canktam`kn SEE ATTACHED SPECIAL CONDITION ! BOTH ADJ01NM6 LOT5 \ �� `.. vr�iNrg nn a�..m:d«ncrlrg a mlme wage ragtree. NOTES GRAEING PLAN AND/On PLOT PLAN ,\I ! �J SITE INFORMATION EL.=5252' �'a°' 5UFFOLK COUNTY HEALTH DEPATMENT APPROVAL SITE PLAN R P r® TEST \..-' lir PAGE HOLEa i EL SP-101.00 Su�nurP.EOsRA CQnOArau �a\. OF SvvCoks�Hcno l >t ® \, ACQUIRED I ` �\ °EPOLES �'O� DATE 10/26/22 FORRPo�uLLAFtricO`!AL USEFORNV4WA7.073, r 'EXIST.UTILITY Ar.OW SLBJ=GT PROPERTY (APPROK LOGATOW�'�— �. _ PRIVATE ce SU➢FOLK COUNTY DEPARTUDiT OF HEALTH SERVIO63 F •(YLR C PCR EXIST. ^ ea.SLIELT PROPtl2TY LIh:S 1\. \y //, `\ FIRE ilR FOR APPROVAL OF CRNSTRUCTION FOR SlxeLc FAaaY ReslocNpa O;:LY DA BIZ I� pt ,.R=P. ' R'ZZ-Z(b • ' ,\\� - 00 O 510 25 50 -15 100 N9T o37A0 .AFFROL':D I. FOR NAamUD OF- BEOROCNO \� �. •OWN �� imi pealFOF NS`II' [_.EXPIRES THREE YEARS FRON DATE OF APPROVAL LOCATION MAP 51TE PLAN 0 FHIG SGALEE --- '..GALE:NTS SCALE,I'=2010• a a SINGLE LINE DIAORAM W J � MAIN ELECTRICAL ZERO SETTING a PANEL AT DWELLING INDICATOR ON INDICATOR FF DETECTION o m CIRCUIT }SO r MAIN BREAKER a '�.x V C � 7 N O O-'Lp t O-- C cm INDICATOR — a o x d CIRCUIT ROM RAM J LOG. � OUTPUT CIRCUIT 4--+ -0 U — POWER SUPPLY TIME ( m r— AG (Do) INPUT GIRGUIT ONE-GHIP MIGROGOMPUTER RANGE/UNIT _ SELECTORS ! + U � DEDICATED,50 AMP A SINGLE-PHASE 1.� w CIRCUIT BREAKER ELECTRICAL ELECTRICAL SERVICE Jr--TO HYDRO-ACTION PLC CONTROL PANEL - Q HYDRO-ACTION SINGLE LINE DIAGRAM SCALE:NTS I � IjI ; I r I 1 I ' f I I z i I I I I sAN rArm wPlvs EETLAYM Dalvesuors E i i I j ' 5+4wTA¢Y LIMB 9W.L�0.'cTOP SiOIV PIPE i- ppp.C� - �'-orroarsr sATrrc I 1 I I TM PLO LON RAY E BDG a iwiC 4 la I -" Dha,Ir.w (TYP:ALL FNTzT^vi7 TLxOD w Ri.ET PITG1 pT T�F1AK Fi EXOEEDB;•P FOOT) G@l.:GOJCTt P.P.EL•SSl' O � t$cM F+RADB IWMIw G I i I ,•,O•MJL SE•MAK 'MAXI SEP11c MTEYc53a' 2$-�K 1 s�rAxlw sLorE i<• � i — I PROJECT: —_ SNP�Mt,P wNPr� k•.I• j !T i I BRIDGE LANE LLC a 1 '� LOT 17-SEPTIC Ti.91X EL�sIs• -- ELrsL+ PROVmB IS lwC,ulTu EL.�SOC g So4' � !t _• I nI A jl-. I' D �a,n> ern �I= m � m 25295 COUNTY RD 48 PaproAnoN I I E; I o-wcr�ararn I QLLk I��y:. CUITCHOGUIE,NY71935 POOLM � DRAWING TITLE: pus wTRrz:vl RrnucnoN srsTa+ ' I_. f' . [ I IW j r�M_�.._�e-_.�--�_-___�--_ �-_ _ WIRING DIAGRAM I oP twrEwALs Y -- \_�.;./ �I SYSTEM DETAILS • SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL rAw ANbGD345wRa6E 1QAYTaN POLYLOK 20" D15T. BOX DETAIL -- A F -• Ibooss I, rAwc ANxo ass P�TrmATre.T I ureallo� c.T _ PAGE B-� - - 130002 SN9 STAiSAFD 2 TA1dC GONVG�TUK Kfi I SCALE:Nis D �y�`-A`tlWP hVGOa WsfiAlM�4 L0lALEfB •-v.-A�I�'.m � � py T-�L90-9OL-I]a-ELL -OPf.EG4O.^O-L-tlOPLc �I rl� LEAGUNB Pools(2) `ca"`'Nu$" %,:;,� _ww DATE 10/26/22 I L LEaCMLYS 5YST81 FOR A b EfDRtlOhl RESmCNCB SMALL PRDJDE 4W Fla v�B-YMLL AFC -•-L y _- II-- JR4W !zl G'O x b'IB-F£cT�E DI�RU LEM'uN5 PPOLS wOf/IOG 400 PTT SmE-WALI..VlPA A t A (IJ b'P%b'IEFFECTI`/E 0e3'Ifll LEACwN9 PC0.PROPO�POR 90A FJtPAN510N 6 4'-.- �L+[TL- I. VA OHfS SHALL HAVE A MYHM 1FLATlQIT LMALITY OP 6C0 f+PD(b BFSROCMs). 3.L.P.AlA1040 PALS TO BE C.ON°v:W.OT�OP PRELA'vI fSPrL COiGPZM(OR=AU. A V PROFOSFJJ Nrvao-acroN aN-boo PRevLxz,tPo bPo Tar✓alrt cAPAUTr. s.ALL covers BALL ee ri:=AST R2eoRco coNcra=ie[oR EOJA`). :iT•:eei.D m_l' 2 INSTALL ALL LOMPC!P1TIB A9 PER MAW.'F.LB. 4.A S'MRL DISTANCE C£iKEN"1!i wQi-ST RGLOROm ERLihTJNATER L�KI hm BOTTOM C!-LBKHING �).,-�_ �I�-_� u• Ol�`l O L� 9. A b'NM DSTANCE�T'Fii1 P2'V OYL(9 At0 9ALDtG WTN GFLLARiBA�B@!T SULL 6E pOplq yiAry�.MgIpTM�. ,�I 1 1 15fL C/� CCO # MAwTAVE'D.OR S'1wl aSrANce IP BALOw6 5 LPON A Sl.,d S. A 10'NPL D5TAtGE EEiYEBi L.Ey py PY L9 A}y�ylATgt LR@ SHALL�WJNiAIf®. �I�x �IIIJJJ---��� Q2 -- 4.A S' D * �C MOO :STA`Y,E i iVCEM TIE VA OfnS AND DST.[:O% 3 MAIMAlIV9. b.AN b'MRL dSTNGC BEn'�N AL'LCAONINE P00.5 AND'VA OYfS SHALL MNNTAIIBD. CLEM1Wi CETALL FOR AW NOT SUBJECT TO VEN_CULUt TRAFTIC w dLL fM ALI TE X 5 M WTS.CTPA=•B'IS FOR US:WN 3.m W_r%=1/C ECPS FOF NEB PROPOSED 5EPTIC SYSTEM DETAIL GLEAN-OUT DETAIL SCALE:NTS SCALE:NT5 -- n.a:rtn"wm<� T amm..m.w a��emvw a".oacuor"m rn®000e v.a,wo.vm e o:um�c�'ia w:r..avem�a.mn oo�m.o."vum+ Ma`w s�m�.a�..awe"m,mww.a..�ea a.mm"o.m mo�uumawni�"."im.®ma�wme.x�.m� �.m"��°a N 400 Ostrander Avenue,RNerhoad,Ne.York II401 tel.691.7272309 Pox.651.727.0144 admtrH�youngenglreering.cun Ho and P1.Y",Land Surveyor �r E Thom®G.Nolpert,Professional Engineer ` ) D"Im E.Ad=ns,R-ofe99kmaI Enginvar `\ Dmutel A.Woaver,L.ond Surveyor ` \ SITE DATA AREA=40,195 SQ.FT. SUBDIVISION-'SYLORET ESTATES FILED IN THE OFFICE OF THE CLERK Of SUFFOLK COUNTY ON JUNE 08,1"6 AS ME NO.63%. O JAN ' 4 2024 ,xu Depart ment SET OG V41 Y h Vol SURVEYOR'S CERTIFICATIO 1 k' WE HEREBY CERTIFY TO 5235 BRIDGE § -euK /k` /^'� WAS PREPARED IN ACCORDANCE WITH THE CODE -iZ ( // I SURVEYS ADOPTED BY THE NEW YORK STATE A VVV PROFESSIONAL LAND SURVEYORS. •, O n ; m z B ``\ Lot17 A$ HOWARDW.YOUN,,N...LS.NO. 93 (,S 93 �y0 Subdivision- 1-0 / N SURD ` \ "Syloret Estates" goo c SURVEY FOR 5235 BRIbSE LANE /l LOT 17"SYLORET ESTATES" 6� %` 57cf36,g0P�r at Cutchogue,Town of Southold Suffolk County,New York � 26hs oa�i %5 0 FOUNDATION LOCATION SURVEY j[ 7!%Pon. 2B•06. /� `15�� � /�' i CowryTa AUP mmia 1000 se;.. 84 131 1 01 Lm 6.17 !'/ 5�0°36• 2�1 /�� FIELD SURVEY COMPETED JULY 25,2023 `11 ��t7 4 1 / MAP PREPARED JULY 25,2023 Q PD !� ��� Record of Revisions / R ,-/ LEGEND REVISION DATE /' MS, /. GH1ERai AMFNnMFNTS I115 M 2ma � POD+ EFNFQAI AMFNMMFNTS TAN M Nl?A '\ CMF =CONCRETE MONUMENT FOUND � `\ G� -CONCRETE MONUMENT INLET V DRF =DEER FENCE / EOP =EDGE OF PAVEMENT ' WSF =WOOD STAKE FOUND wSS =WOOD STAKE SET =END OF DIRECROWDISTW CE WELL 40 0 20 40 80 120 Scale:1"= 40' JOB NO.2022-0152 DWG.2022_0152juL.4Jx 1 OF 1 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 72D9 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EASING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NO'TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(A)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TTE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CEITFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)B CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. N HEALTH DEPARTMENT USE 400 Ostrander Avenue, Riverhead, New York Ilaol n . n�I tel. 631.727.2305 fax. 631.721.0144 odmin®youngenglneering.com Howard N. Young, Land Surveyor Thomas G. Nolpert, Professional Engineer w ( , D E Douglas E, Adams, Professional Engineer x Donlel A. Weaver, !_and Surveyor �� ry SITE DATA gmatga�onalrs AREA = 40,195 SQ. FT. S ` \ *SUBDIVISION-"SYLORET ESTATES" FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON JUNE 08,1976 AS FILE NO.6390. / * VERTICAL DATUM =NAVD(1988) SANITARY MEASUREMENTS \� � / / A 8 / �60 OWTS 66.5' 215 \ 0Q, DR 97' 505 SF F0" LPi 90' 52' wss LP2 104' 57.5' <00 \ CSC Dd� SPIKE � SET Q ti`� �� G n JUL 2 4 2024 RMLDING DT T. � 3� ti o� 01 ` 0� o'L COO SURVEYOR'S CERTIFICATION 3 `� golmgauoaalas wss \ \ *WE HEREBY CERTIFY TO 52 3 5 B R I D G E LAN E THAT THIS SURVEY j�s m 01 WAS PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND si 2- SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF 16 PROFESSIONAL LAND SURVEYORS. 0 or- O,L °�° (•f,5vJ �2m� t C`� Ybti I ff1 y, iT + o p O Sa 11.A 9 \` 0 p owns gg HOWARD W.YOUNG,N. .L.S.N0.45893 \ oLPI \ Lot 17 SURVEY FOR LP2 ° Subdivision- Z° N s 25 "Syloret Estates" / N 161Ab1 , 5235 BRIDGE LANE 1g9° AO3' \ aL / wEwIS M5� 01 LOT 17 "SYLORET ESTATES" F606" ik c°N`'„Ni� \s °�F 7o° �A� at Cutchogue, Town of Southold E YJP�� QPD '' �IPa 5 w°°° �°QMEN` ° <wss - ' / Suffolk County, New York `�'� °°�EgJse`� '' PR°P PN� pp� f-v�RGR�� '' N °„ °�F j `', FINAL SURVEY County Tax Map District 1000 Section 84 Block 01 Lot 6.17 o �s� 036 f�0"� �/\ / FIELD SURVEY COMPLETED JULY 25,2023 MAP PREPARED JULY 25,2023 CMF O AD � ' � a°°�LEGEND Record of Revisions / ���� f ` / ' 500TMq Mm REVISION DATE / OV BEL= BELGIAN BLOCK GENERAL AMFNnMFNTs AUG 01 2023 BBA GIAN BLOCK CURB GFNFRAL AMFNDMFNTS JAN 04 2024 CMF =CONCRETE MONUMENT FOUND FINAL SURVFY JUNF 24„2024 / CMS =CONCRETE MONUMENT SET =DRAINAGE INLET DRF = DEER FENCE EOp =EDGE OF PAVEMENT M5W =MASONRY SIDEWALK m WMR =WATER METER / WSF =WOOD STAKE FOUND 40 0 20 40 80 120 W55 =WOOD STAKE SET „ _ ' / WV =WATER VALVE SCQIe; 1 - 40 =WELL JOB NO. 2022-0152 =END OF DIRECTION/DISTANCE DWG.2022-0152—fs 1 0F 1 n..=.a�� .'°'�.•, a'„"+"""'�. �...w.�e"'r..ra.,+.."°�q w�'.'ov`.�'w,.. _'_ - --_ i-0 rmo r�on %/ ,\ ].w v r�B,w`a . cw�.�.w......N-aw m�.ti,... .w�..�a�' �."�,.r"'v:".•'""`w`�"�"""'°""° xv.o..e r...rworr�.,Nm_.m... moN noomuNn I %/ � ,\ �r.®wam er. n"]"rie.mv � o u .'."<:,.�'4�'»,rmL u..r.r'--e. �..�w�•.a�`.-'�.w w:- j rm,�i.rer win am / ,\ mow ww.e � m m��aumv`�'mun wu..uwawsw u.i4w ]Brwow°�•a rw�wwe.�w rrc.quamn9w.um I ��/ %/ `\ +a Y v >e HNN NaSe.eAaABE ]BSe Br. '9b)mawf n r.q•mu,r ,� .aa•m•n mic_u�v iu:'tee awisn w�i�..� oa eP. I � ��� ��� y CymjyN �W�w w��m...mrw+..wr�iw.si avA 9r..T T ene^WnT^✓Y�'0�-r'm.•"�`•eiP1 w"'�-au na'�'w '�•���9"��`-'y'd.°M'vu"m�v.�'-m r`eum IT%9P. a� t �0'L-.N ��marw�...��,�w�p�w�'. e.rvm car.ais.aux wai e.aie.wnae�rmr e.e. tlTb, _ •rsea ya ew.w mwrvu, �' I o a uu: wiNremsuwrut�,.awa � VN G.u.-+.nw.wPMwreu Ywia 4D. REm9RfD BY m!rpNI RR 0 'T, � 0 c cv0 o --- �"�.,.�w .e�`r"°.e,a°R '�wao.:,�mm....w�wew'o�°r`w,,.- j \_•` -�--� `\,, `\ `>`.aee`°w�.•ar�e-"",.iwo'm�..w.'°"m' a,.. w�a..,-..wz�4...,...wa w.,w.•e...-.a I �\``, _— —_� 'a;=°".,�.�,m'�""��rr.':�:A'�;w �.-...w�w.am•>wr....ar.asWe...m. �\ � $ r.r Y,c,xr:orw PROJECT: .. .u...�w.m r•..uw. BRIDGE LANE LLC �r �� P m r r� �DSTANLE9,TO•�rK.5Y51EM GOrtPNfi �,� `:nP1. :FR9M 13AIDRiD caws_zs/ = I �.\•` •\ SEPTIC "�`.�•�v.._�::�w.a w.�. i `\`r ate] 5235BRIDGE LANE J��/� CIRCHOGGE.NY n935 //Ma FS !:] SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL � / ` P, H.S.REFERENCE NO.:R-22-2169 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ���� \, / %'l/'// �� /" [AGE'SP -101.01 APPROVAL OF CONSTRUCTED WORKS FOR 1 �� //" /- ASINGLE FAMILY RESIDENCES Date 7111rz4 _ H.S.Ref No. R-22-2169 The sewage disposal and water supply facilities at this location hue beer. rnspeded and/or certified by this Department or other agencies and found to De sabsfador FORA MAXIMUM OF 6 HEDROOMS. i � •\ � ,-/- r 4,S/�,,.�„:.yy:�• _ � '/- o_s lo_ _25 so -Is too •+.F r - _ aFNE`nN CRAIG KNEPPER.P.E.,CHIEF `LOCATION MAP SITE PLAN -0 / eRAr r+lc sc%Le Office of Wastewater Management xN.e.Nn --r•]ac•IL Q SINGLE LINE DIAGRAM w MAIN ELECTRICAL ZERO SETTING d PANEL AT DWELLING ON OFF DETECTION INDICATOR INDICATOR CIRCUIT MAIN BREAKER - G INDICATOR a n E o CIRCUIT ROM RAM LOG � OUTPUT :3 CIRCUIT _1-, -0 U — 7 r AG(Or-) INPUT POWER SUPPLY ONE-CHIP MICROCOMPUTER TIME NIT 4� m clRculr SELECTORS + U c L- LM DEDICATED,90 AM' CIR�uI BREAKER I ELECTRICAL SERVICE a Jr--TO HYDRO-ACTION PLC CONTROL PANEL Q HYDRO-ACTION SINGLE LINE DIAGRAM C qsq L z 0 4 � p PROJECT. �,a BRIDGE LANE LLC SEPTIC e...c N.mr"rr a., �W.. 5235 BRIDGE LANE COTCHOGGE,NY 11935 . �oww1—ec��1—e.e--l� �wTM wrwinw 6•w.e g ..:1 DRAWINGTRLE: W WIPING DIAGRAMS EAILS SYSTEM DETAILS �^ -__ r. SUFFOLK BOUNTY HEALTH .:R-22MEN APPROVAL $ POLYLOK 20"DIST.BOX DETAIL H.S.REFERENCE NO.:R-22-2169 PAGE SP-102.01 DATE:SO/26/22 20F2 S-W�yt eT:�ees�miurm�""s.:'"°rvime"."m"'e�.wtWs�.-1 -�I-t�-`_-`'��-I]_'—►3 __•_ru-,_`,I��°`�.' -v.e.,s..m. ww.r.a.�a,rr� �me. i 'z-vewrQma,.vmf� m�e�em.reaau�� iI q I > .,. J-1 w ew.omur< amsuoiner'f6Mr¢wi w[[uT TnrP'or.�o&ma94"sslva' grM Qt SEPTIC 5Y5TEM DETAIL GLEAN-OUT DETAIL 9GAtPi N19 9GwL¢NB r i Suffolk County Dept.of Labor,Licensing&Consumer Affairs HOME IMPROVEMENT LICENSE Z Name 1 G DANIEL MARRA t Business Name This certifies that the nearer is duly licensed AMP Build LLC r ✓' 3y the County of suffolk 1 1f License Number:HI-671329 / Rosalie Drago Issued: 01/20/2023 C— n ^^ Commissiorer Expires: 01/01/2025 } Ln �r N YS I F JAN - 8 2024 New York State Insurance Fund PO Box 66699,Albany,NY 12206 sull ing JDspaftment nysif.com Town of Sol athoad CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ^^^^^^ 881819063 _ AMP BUILD LLC PO BOX 152 ��• , 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 12579146-8 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 INFORMATIOI,,f 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 DIRECTOR,I NSU RANCE FUND UNDERWRITING VALIDATION NUMBER: 833534505 U-26.3 /� i NYS11F New York State Insurance Fund PO Box 66699,Albany,NY 12206 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 �4` SCAN TO VALIDATE AND SUBSCRIBE 1 POLICYHOLDER CERTIFICATE HOLDER MARRCON DEVELOPMENT CORP. TOWN OF SOUTHOLD P 0 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:/MIWW.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. � l NEW YORK STATE SUR NCE FUND 4 t/ DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:622406128 U-26.3 AC40" CERTIFICATE OF LIABILITY INSURANCE DATE 1/8/Zo24 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 Arthur J. Gallagher Risk Management Services, LLC PHONE Sheila Maher FAX 1 Jericho Plaza c e E: :516-622-2482 ac No):516-745-0082 Suite 200 ADORess: Sheila maher@ajg.com Jericho NY 11573 INSURERS AFFORDING COVERAGE NAIC# License*BR-724491 INSURER A:Southwest Marine&General Ins Co 12294 INSURED MARRDEV-01 INSURER B: Man-con Development/AMP Build 137 Glenwood Road INSURER C: Glenwood Landing NY 11547 INSURER D: 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. INSR ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MM/DD/YYYY) (MMIDDIYYYYI LIMITS A X COMMERCIAL GENERAL LIABILITY GL2023RLH00503 12/4/2023 12/4/2024 EACH OCCURRENCE $1,000,000 CLAIMS-MADE �OCCUR DAMAGES(11 RENTED PREMISES Ea occurrence) ccurrence) $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 ]JECT LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED tid P BODILY INJURY(Per accident)AUTOS ONLY AUTOS ( ) $ HIRED NON-OWNED PROPERTYDAMAGE $ AUTOS ONLY AUTOS ONLY Per accident UMBRELLALIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DIED I I RETENTION$ $ WORKERS COMPENSATION IPER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANYPROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBEREXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below I I E.L.DISEASE-POLICY LIMIT 1$ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe 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 Generated by REScheck-Web Software Compliance Certificate Project Bridge Lane LLC Lot 17 Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,791 ft2 Glazing Area 27% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 5395 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 • • trade-off,UA Compliance: 9.7%Better Than Code Maximum UA: 487 Your UA: 440 Maximum SHGC: 0.40 Your SHGC: 0.40 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop.Gross Area Cavity Cont. Perimeter Ceiling: Flat Ceiling or Scissor Truss 875 49.0 0.0 0.026 0.026 23 23 Ceiling 1: Cathedral Ceiling 88 49.0 0.0 0.022 0.026 2 2 Ceiling above attic space: Cathedral Ceiling 897 38.0 0.0 0.027 0.026 24 23 Southeast Wall:Wood Frame, 16"o.c. 93 21.0 0.0 0.057 0.060 5 5 Window: Vinyl Frame 12 0.300 0.320 4 4 SHGC: 0.40 Northeast Wall: Wood Frame, 16" o.c. 1,163 21.0 0.0 0.057 0.060 58 61 Door: Glass Door(over 50%glazing) 48 0,300 0.320 14 15 SHGC: 0.40 Window 1:Vinyl Frame 94 0.300 0.320 28 30 SHGC: 0.40 Northwest Wall: Wood Frame, 16" o.c. 424 21.0 0.0 0.057 0.060 18 19 Door 1: Glass Door(over 50%glazing) 64 0.300 0.320 19 20 SHGC: 0.40 Window 2:Vinyl Frame 36 0.300 0.320 11 12 SHGC: 0.40 Project Title: Bridge Lane LLC Lot 17 Report date: 02/15/23 Data filename: Page 1 of 2 Prop.Gross Area Cavity Cant. Assembly or Southwest Wall:Wood Frame, 16"o.c. 1,016 21.0 0.0 0.057 0.060 31 33 Door 2: Glass Door(over 50%glazing) 256 0.300 0.320 77 82 SHGC: 0.40 Window 3:Vinyl Frame 211 0.300 0.320 63 68 SHGC: 0.40 Floor: All-Wood joist/Truss 1,916 30.0 0.0 0.033 0.047 63 90 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 Project Title: Bridge Lane LLC Lot 17 Report date: 02/15/23 Data filename: Page 2 of 2 2018 IECC Energy Efficiency Certificate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Door Rating U-Factor SHGC Window 0.30 0.40 Door 0.30 0.40 Cooling Heating System: Cooling System: Water Heater: Name: Date: Comments 51 TE PLAN HATCH KEY: PROPOSED DWELLING $ GARAGE G� PROP05ED I.G. POOL d +; Q _� ui cc FIELD CROPS /� ` _ EL.=5a.2a' \ , �; CO / z I C N O cu z C X N :'6' z ''3i T' ..fir,"• £;� p O•5. `Co`.. 1 .T +( r\ •,s z tx t 4' •r. `�s } fOM a p r ..3x.•. Y \, fl ri .t , t.. • •:,,ems xe ` y.. N , e a.. .9i,lop EIIIA N ku /� z4 \Y>.tea � - i , a O n Y' g xis 5 S" .A<. sk r� >Z ,a:. A u� 's I >• "0000K 0. 4� POOL � � <.� + • , .r i V/ ; < .a t c^ DR WELL J , i o34, f ..... o,,. „- .'.: '..� .. �' '. -� .. ...,.::. .r.e tln \ y DR L �5� a \ ,... ,,. . SUBJECT R ERTY • r yy r » s °sue i t Ya <. f ,A•, r r. b. r\ ai G r 1� �x "P .0 aA \" a ,. �.' " N : .. �:, 6 Q F SITE LAYOUT N _�"' 70 ,., J' � S 'S 4.2-i a. V' 3 i `\ R � y a�` as \� �Q •`ait :�.. 4 I. TH15 IS AN ARCHITECT'S 5 AN ff I �� w.°SITE PLAN S 'a� � .� -(. \. \ aL: z � c as RATE SUBJEG TO VERIFICATION �SEPARATE T IFIGATION BY A IGENSED L � F Pe Ri I� O L d1 j=d ? +r5 N R \ SURVEYOR. 3 ,_:� °;• .Via;',, FI L N THE IN ORMATION � '.::/ ' F i > G a: �w \ N u <, O TRELLIS � � � "(` REPRESENTED ON THIS SITE PLAN IS TO THE ,x 1 < .;r ,s '.�. EN SGRE �'. •ARCHITECT 5 BEST O KNO DGE �T F WLE `-�a :1. L i.. s^ } q a y +'d Y .c WA L , m � le T e' t « B+�x d N °B�, ,.pit,:. .<�;. . `,a� x.',a a' Z ,. 1 2. SURVEY INFORMATION WA5 OBTAINED lF=� UIP. p ., � POOL >ti r . � :e `�� rb a> aM�y N , 01111 FROM A SURVE DATED AUGUST Ib 2022 x � < r � , n a, r "k'i+ I POOL >;p :, ,• ' A D P RED �� gv t„& `vr cu N PRE A BY• .:'.=" 1 4 ., E .b I Lv^C ,:',.,s s,,x°\,• roe(�f.i. � EN L ; s #: I5 3 F' O : t a a �° ? FE NGE .' - POOL •ate. . I N GRO YOUNG 8 YOUNG T LLVS. �� NO SELF (5EPARA ILING) I L WELL 400 OSTRANDER AVENUE 1000 GAL. GL051NO 4j1 RIVERHEAD, N.Y. IIQOI }�f I/� BURIED ANKH I GATE I TELEPHONE: (slb) 72,-2303 LOCATION MAP RE I� DE I I` O .!^ BASEMENT SCALE: NT5 v, ON GRA E PATIO ENTRY 5T IR SCALE: NT5 O5.4' "'� WATER SERVICE -- p ��/k0 FA E m 1 4 2-5TORY WD. FR. / DWELL IN 5 4 GARAGE ` � cV p COVERED /4 U w/ BASEMENT PATIO ,Q I PROJECT LOCATION &SCOPE AG PAD.- (b BEDROOMS) N \ATIO \ wax I -FROFOSED 1 1$ 2 5TORY FRAME DNELL I NC 0ARAISIE 0 F.F. EL.=55.1' \ ' OL _ 6/ GAR. EL.=54.0 SITE PLAN & ZONING DATA SELF 5 CLOSING \ VACANT LOT -FROPOSED I/A ON75 ' 0 I DRYWELL I N I \ -' GATE - c GENERAL NOTES 1 24.0' \ bacl2---\-_-_-_-----_ ` ENERGY TABLE T GOVEp FRONT YARD SETBACK I 50' FRONT C, 0 STOOP \\ \ STRUCTURAL DESIGN CHARTS SETBACK \ BURIED ELEG. LINE \ \ � � -A I To vA owTs \\ TEST DRYWELL \ HOLDOWN, ANCHOR BOLT, RO�IE�T DATA : �®003.00 PERVIOUS DRIVEWAY HOLE #2 ` STRAPPING, & NAILING DETAILS SPACE 00 PARKING \ \ - FOR E.P. � \\ FASTENING SCHEDULE \ \,�. z \�, � FRAMING GRAPHICS ' _ <r V) BEAM CONNECTION PATTERNS / I EL.=55bO' L.P. LP \ \ TAX MAP # 1000-54-1-6.17 FIREBLOCKING DETAILS w ZONING-V15TRICT AG / NO I z Nla°25'20"w I61.Tt' -_° \ \ LOT AREA - VACANT LOT O.ci ACRES - 0 •�I PROPOSED FOUNDATION PLAN \ \ \ o LE53ENEATH ,NITARY PIPING BENEATH DRIVEWAYSSUFFOLK GOON R R pD AP OVAL P MIT # PENDING,NITARY LINE SHALL BE DUCTILE IRON PI E ANY TRAFFIC, BEARING AREAS .\ A� \ \ \x 0.". `, \ .. \ \ PROPOSED PROPOSED t"ig I O2 .0 I PROPOSED FIRST FLOOR PLAN � N HABITABLE OR055 zo r N\ \ 9 SPACE AREA o c U \ \ \\ \ FIRST FLOOR AREA I,Q16 S.F. 2,556 S.F. w > \ \ SECOND FLOOR AREA loaO S.F. 1500 5.F. I Q I PROPOSED SECOND FLOOR PLAN \�G AREA TOTAL5 5,006.0 S.F. 4,056.0 S.F. tii c \ \, \ o ti 0 .,' \ .O\ �.� .:\,.\ \.v\..\�. .\.,,. „". \ '•moo\, a. v. :..\. o \, , „ \ \ \., \ PROP TEST HOLE D/, 2 O I PROPOSED E \ .' , . . >: ', \� _`.,:. ` .�... ,, \:' \•�, ;�. \\ :.\ RIOR ELEVATIONS PROJECT: FROM FILED MAP ALLOWABLE TOTAL ' \ \ LOT SIZE / AREA IN 40,1a5.0 S.F. 195.0 S.F. EXCESS OF 40,000 GFA GFA BRIDGE LANE L LC (e) LOTS CONTAINING UP '7,100 5.�=. - RESIDENCE 0.0 VACANT LOT w/ \ \\ � TO 50,0100 S.F. MAX. ALLOWABLE S.F. / PLUS 5% At 2 02.01 PROPOSED EXTERIOR ELEVATIONS \ \ OF EXCESS LOT AREA 5,100.0 S.F. ci•5 S.F. 5,1Oa.5 S F. 4,056 S.F. LOAM (PUBLIC. WATER \ \\ \ OVER 40,000 PROPOSED) 4.0' - \\ 5235 BRI DGE LANE It yy..: .. >:\..,>:'` :',fix 'c c'\\ .\\�\. n• \\:1:`:'.., m�� «. ' \ \. �.,. `\:Y? ....\ \:� c\\. ��':'••.` - BUILDING UTCH NY 11935 .> J� \: \ \. J01 .01 NG SECTIONS OGUE, I DESCRIPTION (FOOTPRINT) AREA % LOT \ \\ \ COVERAGE DRAWING TITLE: > \ \ TOTAL LOT AREA 40,1a5 S.F. PROJECT LOCATION & SCOPE �L \\ �s�01 •01 DESIGN DETAILS \ PROP. HOUSE 4 GARAGE 2,556 S.F. 6.4% SITE PLAN & ZONING DATA \ \ � PROP. INSROUND POOL 645 S.F. 1.6%\ ELECT. I �� \ METER � �, PROP. S OOPS 136 S.F. 0.3% 15.0'L / - A-402,QQ DESIGN DETAILS �/ COMMENTS NO�DUNPHATM � UTILITY POLE w/ BURIED ` \ � /��`' PROP. PATIOS >5" ABOVE GRADE 1,5'15 S.F. 5.a% E: > / ELECTRIC, LINES TO BOTH 0� ENOO1N'��0 ADJOINING LOTS \ �/ TOTAL AREA OF ALL STRUCTURES 4-115 S.F. 12.2% y JUL 202 _/ G DRAINAGE SYSTEM GAL bLATIONS: *' MAXIMUM LOT COVERAGE ALLOWED - 20% �. ROOF AREA= 2,55b 5 Ft. EL.=52.52' °3a 1 e g i ,\ �j- O 1 .O PROPOSED STRUCTURAL PLANS �,D 2 56 S . Ft. X 0.11s,435 c.. .\\ },igy'p �i :\:. ..' \ s.,X � .L\:�;J�.v.,i3,.+r� ' � �`:#."iAl� �Vi L✓S � \. �\a,,:. �\ \\\\�\\\ v\\x T _ xw 435/42.2 10.3 TIGAL FT. OF 3 DIA POOL REQUIRED >�,,, \,, PROVIDE (3) 5101X 3.5' DEEP DEED DRYWELLS � \ ^DATE: 07/02/24 1 0 F 16 FLAG LOT REQUIRED EXIST. PROP05ED COMPLIES DRAINAGE, 5Y5'1EM INSTALLATION NOTES: Y TES // V • A MI MUM OF 10' 5EPARATION 15 REQUIRED BETWEEN DRYWELL5 4 4, HOLE 1 /' \\ FRONT YARD 50.0' O.O' SO.U' YES �'- O2 .® I PROPOSED STRUCTURAL PLANS WA rzR SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC 0 EL.-52. L GG)MPONENTS, LEACHING FIELDS, SEWER GOMPONENT5 AND THE I[► / c� \ `/ /\ to / FRONT YARD 50.0 O.O 5b.4 YES E GE OF ALL FOUNDATION WALLS • MINIMUM OF 5' SEPARATION 15 REQUIRED BETWEEN DRYWELLS �0 // Py \ / CONCRETE 5LAB5 AND PROPERTY LINES ��f4 � SIDE YARD 20.0' O.O' <':0.5' YES c, s �,y \ ACQUIRE G CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL p 0 O �'� DEVELOPM J- 1 D�,Q 1 PROPOSED STRUCTURAL PLANS ' \ I I 1Yd > \ 2 / / UTILITY POLES \ _ / / RIGHTS REAR YARD 60.0 O.O 50.5 YES - i (APPROX. LOCATION)__ `^ 1 DWV/ WATER SUPPLY RISER' GAS RISER ^ O • 10 W w 10 !O 51 TE PLAN •10' 5GALE: 1" = 20'-0" � ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER, MANU. SPEO.'s. SEE PAGE "0-005" FOR NAILING 4 STRAPPING DETAILS. **SEE DOOR SCHEDULE FOR ALL OLA55 DOORS FROM SAME MANUFACTURER** 3 W , 711 WE 0ENERAL 50L f<E)000' : �g A NEW PARTIAL HEIGHT %w EXISTING TO BE DEMOLISHED ;...FRAME (L.O. 5TL. LI&HT CLEAR VENT WINDOW DIMENSION OPENING FROV. FROV. TA MODEL WHEN APPLICABLE) TYPE # TEMP. EXISTING TO REMAIN WIDTH RE Vs 20" PER PER —]HrzlrHT REQ`D;:24" UNIT UNIT LLJ WIDTH NEW Hoop FRAME (L.O. NEW FOUNDATION HALL I FEN REO'Ch 5.1 5.F Lu cu DOUBLE-HUNS TN3046 4'-e, 5.5 10.5 5.5 STL. WHEN APPLICABLE) Mlml cy) POST FOR 4" HALLS HOOD FRAME (L.O. STL. Z) 0 MIN. (2) 2"x4" STRUCTURAL C�4 Zk ql�l 4'-11 A NEW I-HR FIRE RATED K (1) PICTURE F5060 ''A , 0') 'UH............... . . ... 10 & 5 II W, m aaw HEN APPLICABLE`) (MIN. (2) 2"xb" STRUCTURAL &W�, 0 g,,\ yam, 33am P05T FOR b" HALLS), U.O.N. wo, 21,mm, R 4, :Y NEW 2-HR FIRE RATED :2,11 NOOr,> FRAME L.G.( 5TL. DOOR 0 C N WHEN APPLICABLE) a- Lo FIRE co rl- TA 0 DESCRIPTION MANUFACTURER >1 cm RATING NOTES c WIDTH HEI6HT 0 0 4- 0 45 MIN. RA _c m 5INC 41 Lr) FOUNDATION PLAN NOTES "mo SELF-CLO 4-J cm C5 W1.11 co 0, V � _ AM N im IF 4 FREEZE PROOF HOSE E315: (D FASTENED N1 MASONRY ANCHORS (PRECISE tool SINGLE 5NINE7 -0 g, LOCATION T.B.D. IN FIELD CONSULT v41 OWNER) T 1 ELECTRICAL PANEL: 002 SINGLE SWING -011 NEW 200 AMP ELECTRICAL PANEL LOCATION; CD ALL INSTALLATION AS PER NY5 ELECTRICAL CODE. IF W A "o", 003 SINGLE SWING 1 0 :2-6 -01. A EGRESS WINDOW WELL:O NEW E&RE55 WINDOW WELL t COVER BY ..RO0<V4ELL;b(b SERIES" 6b"P4.X44"H. OR EQUIVALENT. INSTALL AS PER MAN. SPECS. - — - — - — - — — - — - — - — — - — — - — — - — - — - — - — - — — - — — - — - — - — — — - — - — — -- OAS METER: C) r— — — — — — — — — — — — — -- INSTALL NEW OAS METER REGULATOR VENT AS PER NYS MECH. CODE, FUEL GAS CODE, 4 UTILITY CO. STANDARDS. • (SAS METER SHALL BE POSITIONED ® GRADE W 4_j m D_ IF P ED le>,x5b, lu TRELLIS CENTERED— IN-ORdUND POOL TO (D ON POOL PROPOSE EDAR Bt�,INSTALLED OPEN fRML15 (5EOAIRATE FILING) O i ( ( UNDER PA TE FILLINS PAVER PATIO a GRADE I- - - - - - I — — — — — L— — — — — — — -- — — — — — — — • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. v z 0 D) \-PROPOSED 6AS SERVICE _X NE �(, _Rl a I A-401 z \_FROP05EI;� WATER SERVICE < 0 Oz E P (15) Tr a 111110,, < z 0 A 0 M z LLI IA-401 z 0 0 --PROP. (A�;1) ACCESS OPENING w Tq 0: 1 JV�Om C14 Lu z tL< E LU -V 0 BASEMENT 5;otu K -cl' CEILIN(5- <0 �6 7- -UNHEATED- z 5 -7 -UNFINISHED- PROJECT: -51 BRIDGE LANE LLC MASONRY 77,777777"777 RESIDENCE 0 0 0 0 PATIO ABOVE NEW CL, 5235 BRIDGE LANE T T CUTCHOGUE, NY 11935 DL D_ MASONRY STOOP NEN ABOVE 0 MECHANICAL E,\ MAINTAIN REG. ROOM DRAWING TITLE: \-HYDRONIC HEADROOM rbl-e)" MINIMUM A.H. PROPOSED FOUNDATION PLAN 4 A-401 WALL HUNG 005 BOILER COMBI UNIT J r 2 CAR NEW A-40i GARAGE -1 PROPOSED ELECTRIC U LL±gj P -SLAB ON GRADE SERVICE I-ILl PAGE: 77 ................ ...................I-I ....... ..... ................. ........... ................ ........ ........... ........ .......................... A-501 A-501 M710 im 0 1 MASONRY STOOF ABOVE BI GO STAI,WEL WASTE ELECTRIC TO I/A ONT5 TO I/A OKM DATE: 07/0 5 OF 16 2/2 -7 D_ -7. T -2'x2:2' CONO. APRON- L 0 5 10 20 PROPOSED FOUNI�ATICN PLAN G ICSCAtE kqID HCI H 4T PEN 5 0 S.F. HABITABLE SFAC..,E; 1,500 S.F. CROSS AREA SCALE: 1/4" = I'-a" 4 \ .. \ as "g O N 1 \I 5"%'rtv1`50L E*%r ......��,.�. .. . ... .: \•. >..\o>..� ..\\... ...a:\.. \. .\\\ :� ' ..\"�' ,.fie:.: �\\e»\. � ,.�. - - - -- - - --- -- - - , FLOOR PLAN NOTES DOOR _ NEW PARTIAL HEIGHT NDON NOTE: EX15TINO TO BE DEMOLISHED \\\\\ \\\\ DOOR NOTE: - � "^` "° �\ FIRE Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT O I. TALL NEW WINDOWS d DOORS SHALL BE ANDERSEN Q WOOD FRAME (L.6. STL. TAG DE50RIPTION MANUFACTURER \, _ tt1 NOTES ON PLANS BY QELD-WEN' (OR EQUAL). CASEMENT,DOUBLE-HUNG,OR 6LIDING (AS NOTED). WHEN APPLICABLE) . RATING 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT INSTALL AS PER MANU. SPEC.'S. 0 EXISTING TO REMAIN WIDTH HEIGHT < \ \\\ 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; LLI \\ \" 45 MIN. RATED ON PLANS BY 'THERMATRU' (OR EQUAI). NEW WOOD FRAME (L.6. NEW FOUNDATION WALL :: .\,: \\ \\ 3.NOTE DOES NOT INDICATE EACH NEW DOOR SEE DESIGNATIONS d WINDOW SCHEDULE. uj \\• SELF CLOSING <... •. ,. . . . .�....... .. .. . ....>. .. , . .... ,.... ... .... .. . ,. �, -•.;,:. ,. PROPOSED;SEE DESIGNATIONS E DOOR SCHEDULE. 3.FOR 5U # J ,. .\. \ \ .., SUBSTITUTIONS, SEE NOTE �f IN GLASS IN\.. ,.,.. >,. .\ \. \\.:.:: W VOWS \ \, \\. .,\ \,. a \\ . , ...... \,. ,\\...HEN APPLICABLE) \. \ II C�5T . W \, \ , - \ \\ r.: .�:. �.. ,:' L GE DOORS 4 MIN. FROM PERPENDICULAR AND\ , \ .>\\ \:': � \.. \� O PAGE 6.\ o .... \ �\;� °,\~°�:.. \ \, ,.�� 002. \\ \.\\ o. \ \.\ \\ ,..: , ,\\ .,�.,��.,�\O.• .. ,...:,>, .... . .... �..,\..... . .� .. .a.. ,... �\>.. WALLS,U.O.N. 4.ALL CASEMENT WINDOWS TO HAVE 5T'RAIGH Q ;"� N NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL \; ." TA 5.INSTALL AS PER MANU SPEC.s S. II 101 6LIDING ANDERSEN \\ \, L DOUBLE HUNG WINDOWS TO BE TILT WASH p Ln ii ® POST FOR 4 WALLS OOD FRAME L.G. STL. �►` `~'; \\ FW610050-4 6.PROVIDE (2) 2 xl0 HDR.,U.O.N. 6.IN GENERAL,TEMP. 6L. SHALL BE PROVIDED: W ( ,.., �,.... b� WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL 1. SEE PAGE 0-003 FOR ALL OTHER FRAMING 6.1. FOR ALL SKYLISHT5 d OPERABLE PANELS OF p .. . - POST FOR b WALLS U.O.N. IOIA SINGLE 5WIN6 2'-6" 8'-O" `°`i ` "\ \ ' \� ELEMENTS AROUND DOORS 16 N6,5 N6, d BIFOLD DOORS NEW 2-HR FIRE RAPED R5 (TYP FOR ALL) U.O.N.0 O N W N I LID( o \. \. ' \ MAX.8 I/4 Rf MIN. 10 62. WITHIN IS' OF F.F. O STAIR d RAILING NOTE: 6.3. WITHIN 24" OF A DOOR i � z O ° " 2 I ALL NEW STAIRS SHALL HAVE - " " 6.4. WITHIN STAIRWAYS d WITHIN 56" OF A LANDING O N WOOD FRAME (L.G. STL 102 SINGLE 5WIN6 3'-O" 7'-O" \:,+► ;��� ��;���\��: GARAGE Tr - RISERS SHALL BE CLOSED 6.5. WITHIN TUB/SHOWER ENCLOSURES CL '� Ln WHEN APPLICABLE) 2. 6REATE5T R15ER HEIGHT IN A FLIGHT OF STAIRS SHALL b.b. SEE AL50 GENERAL NOTES ON PAGE G-o02 U .- 103 SINGLE 5WIN6 ANDERSEN 51-O" 8'-O" `\ • :.;? ► AEHID3080 cc '. NOT EXCEED THE SMALLEST BY MORE THAN 'g". "I. SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND G C X 23 N 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST V-b". WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM O p O 4-+ ' " ' " \\\\\� \` ``' '''" FW610050-4 4. STAIRS SHALL HAVE THE FOLLOWIN6 CLEAR WIDTHS: (2) 2"xIO" HEADER U.O.N. m 4-- 4.1.ANDERSEN 9-9 8-O ► �� \„\ �\ " 4.1. BETWEEN CLEAR HEIGHT 8 HANDRAILS: 36 MIN. 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER 4-+ •+-' L0 - \\\ \ •;, \\ 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5" MIN. NY5 R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS C N � Cis , ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEG.'s. SEE PAGE -005" FOR NAILING ff STRAPPING DETAILS. 105 GLIDING ANDERSEN 8 -O 8-O _ =a\;= •.: •\ .; FW68080L 4.3. BELOW HANDRAIL, RAILS ON BOTH SIDES: 2"i" MIN. LE55 THAN 24" ABOVE F.F.,THAT ARE MORE THAN 72" o \\ Q fZ 5. HANDRAILS SHALL BE PROVIDED ON NOT LE55 THAN ABOVE GRADE OR THE ADJACENT SURFACE AT THE **5EE DOOR SCHEDULE FOR ALL GL.A55 DOORS FROM SAME MANUFACTURER** c ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR BUILDING EXTERIOR. �°:. .., I II I II :• , ,,. \.. \o \ \,. ANDERSEN - - ...... ..., . . .. . .,.. . . . . . .. ..� ... , \... .. .. \ \ �� �. .\ \..... 106 GLIDING 8 O 8 O \.. \ FWG8080R . . � \\.... .. ... \ .. .., .:: .>.. \\\.. \ ,.\ OR MORE RISER .� . . \, \ ,�. \�. \ .\ ., \. � <�>: 5 AND WHERE SHOWN ON PLANS. ,.. \\ \ \ .\ \: 6. 6UARDRAI 5 SHALL .... . .. .. ..>. .. .... \�.... ,..\ ..... .........� .... .... >.�, L ALL BE PROVIDED FOR OPEN-SIDED \. ,,. ,o. ".... -- - IFWALKING SURFACES LOCATED MORE THAN 30" ABOVE EGRESS \;., EGRESS NOTE: SINGLE SWING 3-O °' 107 8 O ;��\� , . , ��, �� �..;,i►" .' IN COMPLIANCE WITH NEW YDRK STATE BUILDING CLEAR LIGHT VENT C� \,•.•. \ \\\\. :;.o -Ir FINISHED FLOOR OR &RAVE, E WHERE SHOWN ON PLANS. n , ptlC-��fa�p�NI(�. ,\�\ WINDOW DIMENSION :\:: W • \•.•... OPENING PROV. PROV. \\ \\ \ � ?. 42" HIGH GUARDRAIL d SPINDLE SPACING NOT TOCODE SECTION T O O 6 MEANS OF „, . . ,\\ TEMP. I. I ,.. \ EGRESS SHALL BE FOLLOWED: TAG TYPE MODEL # \\, :, „ PER PER 108 SINGLE 5WIN6 3-O 7-O « u ALLOW PASSAGE OF A 4 0 SPHERE;3b HIGH ,.� WIDTH REQ D. 20 \ :.:. :• c,;. N A UNIT UNIT NOT TO LLOW HANDRAIL d SPINDLE SPAGIN6 \. WIDTH HEIGHT E \\ \ \' PASSAGE OF A 4 SPHERE. Wii2TH HEiC4 P\\ HEIGHT REQ'D:24" \ . 105A POCKET 2-O 7-O \\ \ \.: OPEN REQ D: 5 F \ . " NET CLEAR HEIGHTNET CLEAR c�........... 2NIMUM 8 I LE RA AS CODE. NET CLEAR WIDTH................. 2011 MINIMUM A I 6R PPAB IL PER FAA =(3) CASEMENT GXWI45 , " ,., \ 4' \ 2- `F'- \\ a. RAILING TO BE WOOD IF W/METAL SPINDLES. loci BARN 3'-01, �{'-O" �► \\ .��;,„:�,•; ,. \\. „ � \ ���. \ ��. TYPICAL BATHROOM NOTE: SMOKE DETECTOR / GO DETECT R... O NOTES B (2) SIDELIGHT \\,,,.•J \\,.;.:.;:•. \\ .: \\ I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT I. FALL BOARD U .. .\, \ O H. INSTALL MOISTURE RESISTANT 6YP5UM BOARD IN I10 RESERVED SMOKE /CARBON MONOXIDE COMBINATION DETECTOR HARD WIRED TO EACH OTHER w/BATTERY BACKUP. G (2) DOUBLE CASEMENT GW2 , 1.2. BOARD IN ALL SHOWERS AND ALL BATHROOMS n 1 \\ 000 INSTALL CONCRETE I 33 I_ 33 .: ,.. i ,..;\"k;°, ;.:;., 2.INTERGONNEGTION BETWEEN NEW E EXISTING DEVICES \� �\;; , III SINGLE 5WIN6 2-O 7 O m.. TUB SURROUNDS W EMENT GW24 ;y ;.»e"; "\,¢f 43_8II 41_O13 L.LJ �=10) DOUBLE GAS . ,,....... ..�: ..,.. .,..::.:�. \� .{<:\\> SHALL NOT BE REQUIRED WHERE EXISTING ALARMS % ARE NOT INTERCONNECTED,AS PER NY5 R314.4. 2. SHOWER FLOORS v ...::.::... I_ II I_ II 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON( • :... :...... .. :.. ..;.. 112 51NOLE 5WIN6 3 \\ 2 10 O +� ..,.a PROVIDE SMOKE/GO DETECTORS AS INDICATED, AND „ EGRESS GASEMEN'.T GWIIS2'-4 " ,; -. `\ 2'-4 4-II 8.6 9.2 8.6 ,p° ' .v' PER GENERAL ELEGTRIGAL NOTES ON PAGE 6-002. 2 2• -SET(SLOPE I/8 PER FOOT D (6) .. \..: \ ' \*• ,..>3 4OWARDS DRAIN) --- \\\ \ ,\. ,. .SMOKE /COGO DETECTORS To MAINTAIN 3' MIN. I SINGLE SWING V-10" 7'-O" \ ►:.: ;.:_' 2.5. WATER PROOF MEMBRANE TO COVER SHOWER . \;;;,,,. _ 3 83_OI 12A \, \; HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS E (2) 51DELIOHT o , ; ; I 2 �- „ " \ \ \ FLOOR, WRAP DRAIN 4 ATLEAST IS" UP WALLS \ '' \ � 6 OPENINGS TO BATHROOMS w/SHOWER OR TUB.::A ---- :: a , 1 \ _ 5. INSTALL ALL AS PER MANU. 5PEC.'s v :: \\\\ 4, \... .\ A51 5 "" \ "\ 4'-I I 2'-O 113 51NOLE SWING 2-4 ?-O \; F (2) AWNING . 6 MONOXIDE DETECTOR SMOKE DETECTOR AND CARBON MO _ \ NEW LAUNDRY ROOM/CLOSET: IN COMPLIANCE WITH LOCAL GODS O I. NEW WASH /DRY HOOK UP \.: \\.. II I I. E 5WIN6\. _ _ 114 SINGL 2-4 7-O �► ,\ ` 2.COORDINATE LAUND. ROOM DOOR DIM.s \\\ o \ , ,.,. ... G 2 PICTURE \: ;.\\ \: 2 O 6 O :;,\ F_ IO \\Ou \ :\ \, w/51ZE OF EQUIP. Q ..: :> 71 V J ;c \ UPS AS REQ'S PER MANU. -O b-O \ ` ; 3.PROVIDE HOOK J I \, ,. o\, 3 115 SINGLE SWING .Y' O" • .\\ c \\\ . H (I) PICTURE \� .\,,, IF \\ .. \\ .., DRYER f:. \ " " I I6 SINGLE 5WIN6 2-6 '1-O `�► ;' .. \O . Y R EXHAUST NOTE: 3 CASEMENT CXW15 \ 2-I 4 I I \ . \ : O 1 ' 0 \ ,,. ;,\\ \ � \ � .\ � I. DUCT SHALL TERMINATE TO EXTERIOR I 13 2.DUCT SHALL'�`;•;.' ��: AL TERMINATE MIN. 3-0 FROM ANY! DOUBLE-HUNG TW3046 -8 3 I 4 8 I17 SINGLE 5WIN6 2'-6" 7'-O" \ \ J (I) \\ OPENING5 o\• 3 DUCT SIZE AS R. MANU PE �.... . K I PICTURE P5060 ,,., a,-0,, ,:: wG 4'-II 5'-II 118 SINGLE SWING 2'-6" 7'-011 +►„ \ \, 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER (J „ , • ": .; 5.TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM SHALL BE LIMITED TO 51NISLE LENGTHS,NOT TO EXCEED 6 FEET AND SHALL BE LISTED AND (LABELED IN ACCORDANCE WITH UL 2155A. 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RI61V METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST DUCTS SHALL NOT BE CONNECTED WITH 5HEE'T-METAL SCREWS 1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER LOCATION TO THE WALL OR ROOF TERMINATIION. THE MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45° BEND AND 5 FEET FOR EACH a0° BEND. THE MAX. LENGTH OF THE EXHAUST DUr_T DOES NOT INCLUDE THE TRANSITION DUCT. I U.0•`' REF O ELECTRICAL METER: L- INSTALL NEW ELEG. METER A5 PER NY5 MECH. GORE, d UTILITY CO. STANDARDS (SEE SITE PLAN) N Z .: DEN - Fs O RESERVED N 26b I S.F. F- 8 0 OA/C CONDENSERS: z O I. PROVIDE (2) NEW 4-TON A/C CONDENSERS BY "RHEEM" VED EOUAL. 21'-5" x I I'-O" 2.PROVIDE I I'-O" X I I'-7" . IDPE�NDIGAT'ED TONNAGE SEPARATELY" FOR EACH Q KITCHEN BATHROOM I ZONE (SEE THERMOSTAT FOR ZONE DEVONA4TION). 8" X 5'-1" 205 5.F I II I O q5 S.F. 3.INSTALL AS PER MANUFACTURER SPECS. Z PWDR. b-O X 5-I 12-8 x l l -O I I'-7" X 15'-1" 1 4.INSTALL UPON LEVEL GROUND a PROVIDE 61ROUND 18.6 5.F MUDROOM AN _ DINING ROOM BEDROOM I SURFACE (GONG. PAD OR OTHER) w/WEIGHT RATING 30.5 5.F 175 S.F. " 152 S.F. SUFFICIENT TO ACCOMMODATE OR055 WE16,HT OF ? cr O " CONDENSER. 5.ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY &A5- . - . - - - O - -- - - L 3 FROM WINDOWS/DOORS I APPLIANCE,AND AT AST E p t WHENEVER POSSIBLE. V U ~.^ GL. W THERMOSTAT: w � I. PROVIDE THERMOSTAT FOR(5) ZONES: - ZONE I: FIRST FLOOR et - ZONE 2: FIRST FLOOR MASTER SUITE N - ZONE 3: SECOND FLOOR w N 2 MODE INSTALL AS PER ~ O SELECT L• o MANUF SPECS 0 � 0 VERTICAL o \ II NEW ATTIC ACCESS - PULL DOWN STAIR: LOUVERED WALL o I \ --- I. MIN. 550 # CAPACITY PROJECT: o 2.SIZE TO FIT MECH. EQUIP. THRU OPENING(MIN.. 221lx30") o I 3.DBL. FRAMING WHEN NEW OPENING BRIDGE LANE LLC o � 4.WEATHERSTRIP ACCESS OPENING E PROVIDE; R-4a o \ INSULATION ABOVE w/ND. FR. (OR EQ) BAFFLE OR RETAINER TO PREVENT INSULATION FROM ENTERING RESIDENCE „ Io 4' X 5' 3'-6" X 3' 3' X 3' DWELLING WHEN OPENED,A5 PER NYS EGG R402.2.4 0 18-b x 13-0 0 (OMIT WHEN ATTIC, ACCESS DOES NOT PENETRATE LIVING ROOM Ioo 12 x 11' LAUNPRY GL. OIL. GL 0 '-8" -9" 12 S.F. 10 S.F. q S.F. II=0" x 12'-0" LDING). 240 S.F. o FOYER BEDROOM 2 5.INSTALL AS PER MANU. BUI o 146 S.F. 132 S.F. 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. o o NEW PLUMBING FIXTURES: 5235 BRIDGE LANE 23'-O" X 22'-O" o O 12 ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. CUTCHOGUE 2 GAR GARAGE o SEE ALSO PLUMBING GENERAL NOTES ON PAGE 5-002. NY 11935 o I BATHROOM 2 NEW FLOOR: 0 53 S.F. 13 1. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE a SCREW); DRAWING TITLE: o SCREW PERIMETER OF SHEATHING 6" O.C. a 1:2" O.C. ® PROPOSED FIRST FLOOR PLAN INTERIOR. 0X 2.NEW FINISHED FLOOR PER H.O. SELECTION :,e NEW TILE FLOOR: 14 I. NEW TILE FINISH (H.O. TO SELECT) UPON 2.ONE LAYER THIN5ET(LEVELED PROPERLY) UPON 3.NEW " DUROCK CEMENTBOARD (OR EQUAL) UPON 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); SCREW PERIMETER OF SHEATHING 6" O.G. 4 121, O.G. - - - - - - INTERIOR. PAGE: HYDRONIC AIR HANDLER: I. PROVIDE (1) NEW 4-TON HY•DRONIG AIR HANDILER(S) BY "RHEEM" OR APPROVED EQUAL IN ATTIC 2. �■ PROVIDE INDICATED TONNAGE SEPARATELY FOR EACHA1 02 ■ O 1. ZONE (SEE THERMOSTAT FOR ZONE DEVONA'PION). 3.PROVIDE HOT WATER COIL AND CONNECT NEIW HOT WATER/BOILER COMBO TO NEW COIL. GUTTERS: DATE: 07/02/24 6 OF 16 I6 I. PROVIDE CONGEALED &UTT'ER5 AT ALL ROOF EDGES 2.CONNECT DOWNSPOUTS TO CLOSEST DRYWELLS P FROPOSED FIRST FLOOR AN GRAPHIC SCALE !.; 1,0116 S.F. HABITABLE SPAGE; 2,556 S.F. OROSS AREA SCALE: NTS ,, �• ',� r' ,.�r�` 14 s t v.J \ 4•� • V�r FLOOR PLAN NOTES NEW PARTIAL HEIGHT DOOR NOTE: NOTE a EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. STL. I.Oj INSTALL NEW INTERIOR DOORS WHEN GALLED OUT O 1. ALL NEIN OWS $ DOORS SHALL BE ANDERSEN Q - � WHEN APPLICABLE) ON PLANS BY 'JELD-WEN' (OR EQUAL). CASEMENT,DOUBLE-HUNG, OR GLIDING (AS NOTED). 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT 0 EXISTING TO REMAIN ON PLANS BY THERMATRU' (OR EQUAL). 2.NOTE DOES OT INDICATE EACH NEW WINDOW PROPOSED; w NEW WOOD FRAME (L.G. NEW FOUNDATION W W J coALL 3.NOTE DOES NOT INDICATE EACH NEW DOOR SEE DESIGNATIONS d WINDO SCHEDULE.PROPOSED;SEE DESIGNATIONS 4 DOOR SCHEDULE. 3.FOR SUBSTITUTIONS,SEE NOTE #9 IN "GLASS WINDOWS STL. WHEN APPLIGfi�BLE) \\ 4.PLACE DOORS 4 MIN. FROM PERPENDICULAR AND DOORS" ON PAGE 6-002. \\V WALLS,U.O.N. 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. Q c\1 NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL 5. INSTALL AS PER MANU 5PEC.'s 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH O Ln POST FOR 4" WALLS 6.PROVIDE (2) 2"xIO" HDR.,U.O.N. 6.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: 0 WOOD FRAME (L.G. STL. WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL '7. SEE PAGE 6-003 FOR ALL OTHER FRAMING 6.1. FOR ALL SKYLIGHTS S OPERABLE PANELS OF Q POST FOR 6" WALLS), U.O.N. ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 51AIIN61N6,SLIDING, $ BIFOLD DOORS _ _0 Q 6.2. WITHIN IS" OF F.F. > O NEW 2-HR FIRE RATED STAIR $ RAILING NOTE: 6.5. WITHIN 24" OF A DOOR i z WOOD FRAME (L.G. 5TL. O I. ALL NEW STAIRS SHALL HAVE MAX. 8-1/4" RI b MIN. 10" 6.4. WITHIN 5TAIRWAY5 d WITHIN 56" OF A LANDING O O N 0 Tr - RISERS SHALL BE CLOSED 6.5. WITHIN TUB/SHOWER ENCLOSURES WHEN APPLICABLE 2. GREATEST RISER HEIGHT IN A FL16HT OF STAIRS SHALL 6.6. SEE ALSO GENERAL NOTES ON PAGE 6-002 .O T_ �j NOT EXGEE SEE PAGE 6 D THE SMALLEST B M 003 FOR FRAMIN ..:., ,.; `�'.�\`:.' :. ..• - U.O.. ........x: :. ... .... VIDE\a\ ... . .�.... .. .. � .... .. .x : ,. �. >.... .. ....:. . . ... . ; ,x, .• HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6' 8" WINDOWS (TYP FOR ALL) N:PROVIDE ROUND \\ e \\\ .. \\ . \\. \.. \�.. ;.aur ..`,.. MINIMUM O 1-+ c: \ \ `\ \.. \ 4� .\ STAIRS SHALL \.x �\� ALL HAVE THE FOL OWIN\ \� �. \� ��\� \�.. L 6 CLEAR., �.. .. �,. �. :\ . ...:>: �. • . ;� �. � \ O HEADER \ \\\. .\ \ \... \ \..... o \ \\ . \... \. \. EE PAGE G 003 FOR NAILING � STRAPPING DETAILS. .�,�,,..x: ....�:_.....:\. . ..�\.��:...,.., �...:.. � \..�... ..� ��..x ..,a.•..>.:>_:`..... . .. .\ ..\�... .....\. �.\\� . ...\ �. .� ..... ,\\ �\.. �. O ALL NEW WINDOWS SHALL BE ANDER.SEN; INSTALL AS PER MANU. SPEC.s. 5 \\ ..; .. .....,. \. .. . .. .. � . ,. �\\ ...,... \ ..\..> 4.1. BETWEEN CLEAR HEIGHT Q HANDRAILS: 36 MIN. 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER +-+ '"'"5EE DOOR SCHEDULE FOR ALL OL.A55 DOORS FROM SAME MANUFACTURER'"'" '" \;;:` \:, 42 BELOW HANDRAIL,RAIL ON ONE SIDE: 51.5" MIN. NYS R512.2 FOR OPERABLE WINDOW5 WITH SILL HEIGHTS C N O \ :. .\... \.. \ ..... ca �\ .. .... \\... ...�... \, � �..:,> . ��......,. .\ DOOR M f� \ o \. \. \ 4.3. BELOW HANDRAIL,RA \.\\\ \ \, \� \�.. '�`1=RAL „\ L RAILS ON BOTH SIDES:�, �.. �\ ,. �. �>.: �:. 2-i MIN. LE55 THAN 24 ABOVE.`_..\�. .. ....>. . .. •, ...� .� .x. �>...� �> � \. \ ��,.. \. VE F.F. THAT ARE MORE \„.. ...\ o. .. . .. . ... . ... �. �>. ..�. :�. THAN-I2 \.t�- \: \�\\ . \\ . �. .... .... �o� \. . moo. ,.�,>... ..< <... :... . . . .a.. ..<.��\.....>. \\ 5. HANDRAILS SHALL BE PROVIDED �*ot11r��W �i�}f�4tCT \�\�\ \ IDED ON NOT LE55 THAN ABOVE GRADE OR THE ADJACENT SURFACE .<.,.>..x. ..... .,; .: .:�\ �\p�_���\.a�. ,..�,v�.`.\..;,..\�;�., . �. >..x .,:.> .>. •: :';,,,»�, .� \ . AT THE \... \\..\..�\o ONE SIDE OF EACH FLIGHT OF STAIRS GO TA BUI .;.` . z.�.,. . �\ FIRE N 1NIN6 FOUR LDIN6 EXTERIOR. EGRESS TAG DESCRIPTION MANUFACTURER • \\\:: \\ . .. \` \ \ �}> \ OR MORE RISERS AND H �� RATING NOTES WERE 5HOWN ON PLANS. \ CLEAR LIGHT VENT WINDOW DIMENSION WIDTH HEIGHT \, 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED ;. . ; PROV. PROV. ..�. >,.� `<:<>��. \. ...\ OPENING �°�\� :��` .�'. '.;.��.,,` _ f� NOTE: \\: `,..y.\\ TEMP. \ \ 45 MIN. RATED WALKING SURFACES LOCATED MORE THAN 30 ABOVE EGRESS TYPE MODEL # a\\\: ,\` , , .. \ \ TAG \.`:... ,.. ;\ _....x.. ... PER PER .:: \ ,. \\ \\. . •. WIDTH READ. 20 `: \ <:\ IN COMPLIANCE WITH NEW PORK STATE BUILDING SHED OOR OR GRADE +!: WHERE SHOWN O " UNIT UNIT ...... . ...<....... .... � ,. ;; � .,� q. . .... .. .. ,. :.. . CODE,SECTION R310.2.1•THE FOLLOWING MEANS OF HEIGHT READ 2 �. \. 1 4�. ... 2 HIGH 6UA RAI.,. .� L INDLE SPA.�:.` .�.��`. GING NOT EIGHT \ � ... . ... .. \ .: ... :. "\H \\. \WIDTH \. \.. � \..\. \. \ \ .\\ \ \. \. \ \ \ Y \\ �. \. .\, �\\ �. ALL BE FOLLOWED: OPEN .. _ ... \ . . . \ �. ,...:. �„... \\\\. ...\.. \.\.. . . ... ....... . .. \. ��..< \.. :\::. LOW PASSAGE OF A 4 � SPHERE•36 HIGH \ \. \... :..\\. \. x �.. \ & _ NOT TO ALLOW CASEMENT GXWI45 \\ :..4,; ., 2 II 4 4 - - 4"\\\` ,,�\ �,,,•• HANDRAIL 3 SP LE SPAGIN "Wo A (3) ::.,., ..,. ...`: ... .,. f PASSAGE OF AI4" Q> SPHERE G 5."I S F 201 SINGLE SWING 2-4 7-O s\; \ ,. OPEN N6 NET CLEAR L i �`: \ '\� _ \ '\� 8. 6RIPPABLE RAIL AS PER GORE. CLEAR HEIGHT............... 24 MINIMUM \.y.\ `\ f u f u \O�\.:. \.: \c NET ++ B (2) 51DELI5HT .: \\\\ \:: . . ;, - - __ q RAILING TO BE WOOD W/METAL SPINDLES. NET CLEAR WIDTH 20 MINIMUM F ... ... , _.. ..._JL 202 SINGLE SWING V 2-O -f-O ", ;`\\\ SMOKE DETECTOR / CO DETECTOR NOTES:f ..... f f ;,\ G (2) DOUBLE GASEMEN'.T GW25 4' i"#,\;a > IL ::; ,;;; 3 O TYPICAL BOARDO ' ����\ ;�\������� ,.��\., \- O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT \ '~ 203 RESERVED `.:. \\:j � o SMOKE /CARBON MONOXIDE COMBINATION DETECTOR I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN GI (I) DOUBLE GASEMEN',T GW24 °.: i'' .;\> \Agp -4..c; .a ' 4-8 4-O sy\- TO EACH ALL BATHROOMS n 1 `>F ; ` 2.HARD DG ION BE7WEENENEW BATTERY TRING DEVICES I'2' BOARD IN ALL SHOWERS AND s. f , > ; ,\ .. INSTALL CONCRETE : TUB SURROUND o. - - S 204 SINGLE SWING 2 6 "I O SHALL NOT BE REQUIRED WHERE EXISTING ALARMS D 6) EGRESS CASEMENT GWIS \ `-C7 " 2'-4 4'-II �" IF 8.6 9.2 8.6 \\ \\':x 2. OWER ( `",��,<;.,, SH FLOORS ' � \�� .�� ��` •�° \�� `�• � -w.. ARE NOT INTERCONNECTED,AS PER NYS R314.4. .,..... � --�r f f off :\`, 3.PROVIDE SMOKE/GO DETECTORS AS INDICATED AND .. .....\\ I \ \�.. \\��� � \\ 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON ■ .` ,. ,. : :.>>,. 205 SINGLE SWING 2-10 -I-O ,► � x 2 2. CONCRETE " E (2) SIDELIGHT \\ ;` :` \ \\ ce\�: I 2 8 O V A -002. - PE I/8 PER FOOT 4.SMOKE/GO DETECTORS TO MAINTAIN V M N6 O G MUD SET (SLOPE #.. ,: ##.x f �� � �� `::. .. TOWARDS DRAIN) UPON '`' ?\ \\ \ 2.3. WATER PROOF MEMBRANE TO COVER SHOWER ` \°' HORIZONTAL SEPARATION FROM SUPPLY/RE7URN DUCTS 206 SINGLE SWING 2-6 ?-O • FLOOR, WRAP DRAIN E ATLEAST IS" UP # OPENINGS TO BATHROOMS w/SHOWER OR TUB. WALLS F (.2)- 2 AWNING 4-I I 2-O .. .......::.<.. ��' x ."_. . .. f �� f �� ,�� :.� � �".. \\\�.,:>.,:f 5. INSTALL ALL AS PER MANU. SPEG.'s _? :.>. \ 0 ;` f ff 20'I SINGLE SWING 2-O -I-O s \;. .::: < ' :,\ ( 6.SMOKE DETECTOR RBON MONOXIDE DETECTOR 6 (2) PICTURE \ \,\>::. 2 O b O \, �, �- AND GA TOR NEW LAUNDRY ROOM/CLOSET: .\`\:: _ IN COMPLIANCE WITH LOCAL GODS O I. NEW HASH DRY HOOK UP \ I f-oil 2.COORDINATE LAUND. ROOM +€ DOOR H (I) PICTURE -O 208 POCKET 2 4 "I O \\ \ `'\�mm; DIM.s -- \\ x; w/51ZE OF EQUIP. ,^ °\ \m V 3.PROVIDE HOOK UPS AS REQ S PER MANU. I (3) CASEMENT GXWI5 4-I I 20a SINGLE SWING 2-6ji '1-O * \\:> .. , > nn 11 \ \ \\ �, . _ - 10.5 5.8 f_ f \ .>. :,' .p<` DRYER EXHAUST NOTE: J (I) DOUBLE-HUNG TW3046 \\ -2, \\,, \ : \`.x.. 3 I 4 8 5.8 210 SINGLE SWING 2 4 7 O \+►. \' \\a \< I. DUCT 5HALL TERMINATE TO EXTERIOR O ...... a° .\o : ::' 2.DUCT SHALL TERMINATE MIN. 3-O FROM AN1 \..5 :• ff .\\ i\> .y i_ n f_ u i u f u .���\ �:G�: xC\\\w.,.o K (I) PICTURE P5060 \ ;6 C7< 4 II 5 II 211 SINGLE SWINGIL 2-4 'i-O +. j OPENINGS > x ...................:< ���` "":: _.__.._........... _ . 3 DUCT SIZE AS PER MANU. 4.DUCT SHALL BE EQUIPPED w/A BACKDRAFT DAMPER 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO CONNECT THE DRYER TO THE EXHAUST DUCT'SYSTEM SHALL BE LIMITED TO SINGLE LENOTH5,NOT 'TO EXCEED b FEET AND SHALL BE LISTED AND !LABELED IN ACCORDANCE WITH UL 2158A. 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIVV METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 5GREWS "I. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER LOCATION TO THE WALL OR ROOF TERMINATIION. THE MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 450 BEND AND 5 FEET FOR EACH q0° BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. -- -- O ELECTRICAL METER: INSTALL NEW ELEC. METER AS PER NYS MECH. GODS, 8 UTILITY 00. STANDARDS (SEE SITE PLAN) N z 7 " ' RESERVED: N> j I O A/C CONDENSERS: z b 10'-O" X 6'-2" I. PROVIDE (2) NEW 4-TON A/C CONDENSERS BY "RHEEM" I OR APPROVED EQUAL. Q WALK-IN CLOSET I 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH - -_ BEDROOM 4 E ��Y1 q A 62 S.F. ZONE (SEE THERMOSTAT FOR ZONE DESI6NATION). b:12 PITCH a:12 PITCH- U 4'-4" X 2'-O" 1 �� i 1 3.INSTALL AS PER MANUFA07URER SPECS. z 155 S.F.IL GL \ 12'-0" X 14'-1" I 4.INSTALL UPON LEVEL GROUND 0 PROVIDE GROUND N V -ry- a b 5.F \ �r' 1` _ - _ _ BEDROOM 3 - - - I SURFACE (GONG. PAD OR OTHER) w/WEIGHT RATING SUFFICIENT TO ACCOMMODATE 6RO55 WE16HT OF w >.., 5 CONDENSER. g N S. ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY 6A5 z - - h " X 12'-O" I �I I APPLIANCE,AND AT LEAST V FROM WINDONS/DoORS O V FA OOM = Q . WHENEVER POSSIBLE. V -I X 5- � �I WALK-IN CLOSET I -- - - BATHR00 i I THERMOSTAT: Q'i 50 S.F. I 10 I. PROVIDE THERMOSTAT FOR (5) ZONES: I I - ZONE 1: FIRST FLOOR et 2. H.O. TO SELECT MODEL; INSTALL AS PER ~ O - cV ,.. ,, 7 r. - - - .,. MANUF. SPECS o - - If-bf X3f ff NEW ATTIC ACCESS - PULL DOWN STAIR: I. MIN. 550 # CAPACITY PROJECT: _ \ A.H.. > CL' 2,SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") VER AL o 5.5 S.F --- �OUV D WALL oo 1 4.DBL. FRAMING WHEN NEW OPENING 4.WEATHERSTRIP AGGE55 OPENING d PROVIDE R-4Q BRIDGE LANE L LC o I INSULATION ABOVE w/WD. FR. (OR Ea) BAFFLE OR - - o I RETAINER TO PREVENT INSULATION FROM ENTERING RESIDENCE - _--- DWELLING WHEN OPENED,AS PER NYS EGG R402.2.4 (OMIT WHEN ATTIC AGGE55 DOES NOT PENETRATE THERMAL ENVELOPE OF BUILDING). 5.INSTALL AS PER MANU. SPEG.'s - ----- - -- , „ 1 6.CONSULT H.O. FOR PRECISE LOCATION OF AGGE55. 12-O X 15-'1 i ✓ -_ BATHROOM 3 8 o X 8 6 144 S.F. �!` NEW PLUMBNG FIXTURES: 5235 BRIDGE LANE 12 ALL NEW PLUMBING FIXTURES TO COMPLY WITH PC, 405. CUTCHOGUE '8:12 PITCH- 8:12 PITGH� \ AU 64. 5 Roo I SEE ALSO PLUMBING GENERAL NOTES ON PA6E 6-002. f NY 11935 - �\ NEW FLOOR: ® \ ® 1 ® ® 13 I SSCWWREW PERIMEOT'ER OF SHEATHING 6"O.GL4E12" O.GC. BENEATH DRAWING TITLE: 2.INTERIOR.NEW FNISHED FLOOR PER H.O. SELECTION PROPOSED SECOND FLOOR PLAN g '2 77777774= NEW TILE FLOOR: IQ I. NEW TILE FIN15H (H.O. TO SELECT) UPON -- 2.ONE LAYER THINSET(LEVELED PROPERLY) UPON 3.NEW " DUROGK GEMENTBOARD (OR EQUAL) WON 4.NEW " PLYWOOD SUBFLOOR BENEATH (CLUE 4 SCREW); 50REW PERIMETER OF 5HEATHIN6 6" O.G. $ 12" O.G. INTERIOR. PAGE: -- HYDRONIG AIR HANDLER: IS I. PROVIDE (1) NEW 4-TON HYDRONIG AIR HANDLE") BY "RHEEM" OR APPROVED EQUAL IN ATTIC �■ 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH ® ■ -_ ZONE (SEE THERMOSTAT FOR ZONE DESI6NATI-ION). 3.PROVIDE HOT WATER COIL AND CONNECT NEIH HOT WATER/BOILER COMBO TO NEW COIL. GUTTERS: DATE: 07/02/24 7 OF 16 Ib 1. PROVIDE CONGEALED CUTTERS AT ALL ROOF EDGES 2.CONNECT DOWNSPOUTS TO GLO5E5T DRYWEL.LS PROPOSED JEOOI�� FLOOR PLA V GRAPHIC SCALE 1/4"=1'-Off � stle.•'�"�"� n t ge. 10C10 S.F. HABITAE3LE SFAGE; 1500 S.F. CROSS AREA SCALE: NTS — — — — — — — — — — — — — — — — — — — — — — — — — — \ a \ 0 14'-O" \ J co CENTER ON ENTRY \ (y) OP. RIDGE HEIGHT --------------------------------------------- \ ELEV. +82.3' ---- \ O Lo \ c X -3 (V \ O p (D p m4-1 N O cB Q Via: � O PROP. RIDGE HEIGHT n , ELEV. +72.7' --------------- 5 W -------- 12 Lu zm \ 70 n \\ (D SECOND FLOOR _—_ \\ ■ — U c CD Aft • FIRST FLOOR ELEV. +55.1' / 3'-O" 6AR:AGE SLAB 12 / MIN. NEAREST SETBACK ® NORTHWESTERLY P/L ELEV. +54.0' -� MIN. 20.8' AVERAGE GRADE AVERAGE GRADE X4JELEV. +53.8' 4 ? 4 I� �I 0I o BASEMENT SLAB . ELEV. +45.0' -� - - - - 0 N NORTHEAST ELEVATION (FRONT) il> 5GALE: 1/4" a _ o z 0 ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEC.'s. SEE PAGE "0-005" FOR NAILING 4 5TRAPPING DETAILS. cq t3 **SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER** � D ELEVATION NOTES z ..� \ c\ \ "TYPICAL ROOFING. . ..� \\�.. � .. .�\�.:��oo. ..... \ �\ � �\ .\. .�. ..� \\.. \-: \ "`��. \\ �. I I. SEE NOTE AT BUILDING SECTION FOR MINIMUM \ CONSTRUCTION STANDARDS ;' ��:,�c ��, ��\ ���\ <� EAR LIGHT VENT v EG v 2. H.O. TO VERIFY FINAL COLOR d MATERIAL SELECTION \„ „10f;N]NC�:-> WINDOW DIMENSION GL TAG TYPE MODEL # \ \ ,o`;. ` \ \ PROV. PROV. OPENING TEMP. BEFORE INSTALLATION ... \; WIDTH REOV: 20" PER PER ASPHALT SHINGLE ROOFING BY 'GAF' (OR ;EQUAL) WIDTH HEIGHT HEIGHT REQ'D:24" UNIT UNIT N IA (MIN. 30 YR. WARRANTY); CHARCOAL \'\, \\ �,\ \. `` \\ WIN A (3) CASEMENT GXWI45 '. \,4=.5 " 2'-II " 4'-4 "16 w N \� \WWA \ " .<\.; EAM METAL ROOF PANELS BLACK B (2) IF SIDELIGHT \ 0,�r \ : `\ \\ IB STANDING 5 \ 4-` r IF r o TYPICAL SIDING: C (2) DOUBLE CASEMENT CW25 „ ' ` \\ .:.. '-O„ "\ ' 4'-8 4'-II i" v O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM \ PROJECT: CONSTRUCTION STANDARDS CIO) DOUBLE CASEMENT GW24 »+ \\\\\\\\ _';, 4-8 4-O R 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION - _ ." w. BRIDGE LANE LLC BEFORE INSTALLATION \\\, \` „ D (b) EGRESS CASEMENT GWIS ` •= \ -0, 2-4 4-I I 8.6 q.2 8.6 HARDIE BOARD 8 BATTEN, 2'-0" 5PACING; GON57. _ "\ \\ 12 RESIDENCE ® GRADE CEDAR E (2) 51 DELIGHT ° „ \` I'-2" 8'-O° \\ \.a r u u HARDIE CEMENT LAP, 8.:25"W HORIZONTAL;CON5T. F (2) AWNING A51 5'«C7 4-II :2'-02B GRADE CEDAR .>... J G (2) PICTURE ; \ ` A � 2'-0" b'-o" 5235 BRIDGE LANE NEW A/G CONDENSER Or! GONG. PAD OR OTHER \ \\ \\ \ \\\\ \o> \ \;: 3 APPROVED GROUND SURFACE (SEE FLOOR �\ ,\ CUTCHOGUE, NY 11935 H (U PICTURE PLAN NOTES) �,,,\ � � ,� .'\. i u r u (3) CASEMENT GXWIS ? � .° 5�=0: 2-11 4-11IF\o DRAWING TITLE: O4 NEW 01-05ED P. GONG. STAIROkv - \,: J (I) DOUBLE-HUNG TW3046 ` . ..,.. f £+.. r �rr \� 4 \\ 3-I 4-8 5.8 10.3 5.8 41 PROPOSED EXTERIOR ELEVATIONS ... TYPICAL I"x12" CEDAR PAINTED BLACK (OR E01 K (1) PICTURE P5060 '; :' \ - "\ I. PROVIDE AT ALL FASCIAS \` GI PAGE: O NEW H05E BIB 'At -2 0 :10 :1 NEW POOL EQUIPMENT 014 GONG. PAD OR OTHER Og APPROVED GROUND SURFACE (SEE FLOOR e PLAN NOTES) Oq NEW BASEMENT ENTRY CL05ED P. GONG. STAIR DATE: 07/02/24 8 OF 16 to NEW DRYER VENT: SEE NOTE ® PLAN NEW MECHANICAL UNIT DIRECT VENT: II INSTALL MECHANICAL UNIT DIRECT VENT AS PER MANU. 5PE025 IN FULL GONFORMAI-,,CF W VENTING CLEARANCES REQUIRED PER: NY5 MG 804. SEE ALSO NOTE ® FLOOR PLANS. rA 4.• . .1'!' 4 12 NEW MECHANICAL UNIT FRESH AIR INTAKE: INSTALL AS PER MANU. SPEC.'S � r .♦ .J '9" 9 _ NOR HNEST ELEVATION (R I O HT SIDE) 5GALE: 1/4" a Q w ui J (y) fV O `— O aC N z O c 2x � c� O O m 4- c4 c c\j w � a or— � o 4--J -0 O O O O O O O O O 2B _c C) c E7j a. . ................................ FEE 1 -7 S.F. Q •- \\ LLL\ o 0 I Li 1L=j 50UTHNEST ELEVATION (REAR) 50ALE: 1/4" = I'-oil z O ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEG.'5. SEE PAGE "6-005" FOR NAILING d 5 RAPPING DETAILS. ELEVATION NOTES **5EE DOOR SCHEDULE FOR ALL 6LA55 DOOR5 FROM SAME MANUFACTURER** O p ,} ;.ma as 350\ \ Y�[ND. GI"7A . � .. ... .> .. �- .�. ..3 ... .. \ . .. :.�ccx�....: .o.. .w \ \. OFING. �. \TYPICAL RO ��:. �..,.::.. :� .. ... O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM \ CONSTRUCTION STANDARDS :\\ \ �' LIAR LIGHT VENT\ z 2. H.O. TO VERIFY FINAL COLOR MATERIAL SELECTION �("aF1 C,f I, ":\, WINDOW DIMEN_ION O # \ \� \; OPENING PROV. PROV. BEFORE INSTALLATION MODE \ \` PER PER to U_ TAG TYPE L �\ � �... �\���:�... :�°�;\�\..� j TEMP. ,� .. WIDTH REQ D: 20' EIGHT REOV:24" UNIT UNIT ASPHALT SHINGLE ROOFING BY GAF (OR =DUAL) Wf ?'l'4 ,, ,` fI WIDTH HEIGHT z O .. , W IA (MIN. 50 YR. WARRANTY); CHARCOAL — O Q D• A (3) CASEMENT GXWI45 4 3�'_mwlw11`1111­1 Fz-I I 4_4IF 11 11 z .. mmag- ............ IB STANDING SEAM METAL 'ROOF PANELS; BLACK ° `'` _ _ O U B (2) SIDELIGHTIF \> �.,, 2 0�� O TYPICAL SIDING: G (2) DOUBLE CASEMENT GW25 \ ' \ s ` 4'-8o O 2 I. SEE NOTE AT SUILDIN6 SECTION FOR MINIMUM > �';_. ct N CONSTRUCTION 5TANDARI75 GI (I) �7VO�UBLECASEMENT GW24 \ 4 °' 4'�° �` ' 4' 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION \ :, \\\\ `40A MR BEFORE INSTALLATION \ ' D (6) EGRESS CASEMENTIF GWIS \`\\ " \\ ,\5 " \ 2'-4 " 4' " ?\ .. —II 8.6 q.2 8.6 0 HARDIE BOARD 8 BATTEN, 2'-0" SPACING; CONST. — ® GRADE CEDAR E (2) SIDELIGHT (. \: I—2 8'—O" PROJECT: HARDIE CEMENT LAP 8.?5"W HORIZONTAL; CON5T. F (2) AWNING A51 "' ,. °"• \\ � 4'—II " JF o\ GRADE CEDAR \ BRIDGE G (2) PICTURE 2'-0" 6-O G E LANE LLC NEW A/C CONDENSER ON. GONG. PAD OR OTHER 3 APPROVED GROUND 5UR.FACE (SEE FLOOR ` " ' ' °\k 0 RESIDENCE PLAN NOTES) H (I) PICTURE ' \ 3'_O" 6'_O" :> \\, \p0 I (3) CASEMENT GXWIS _ 3; ".°;\�...; '` " .......\ O NEW CLOSED P. GONG. STAIR 6 2—I I 4 I I ... R J I DOUBLE—HUNG TW3046 \ \\ \\\ \, () \ ; '��� � �•�� �� ' 3'—I �� 4�_8 ��, 5.8 � 10.3 5.8 5235 B LANE �� �� ,\� RIDGE OTYPICAL I"xI2" CEDAR FAINTED BLACK (OR EQJ: O t "'"„ ~` 4'_II 9" 5'_II CUTCHOGUE NY 11935 I. PROVIDE AT ALL FA51-.IAS K I PICTURE P5060 \�\ \\ \\ IA -- — -- DRAWING TITLE: O6 RESERVED _ PROPOSED EXTERIOR ELEVATIONS O NEW HOSE BIB — NEW POOL EQUIPMENT 014 GONG. FAD OR OTHER — — — Og APPROVED GROUND SURFACE (SEE FLOOR �-' � ��' � K PLAN NOTES) — — _� — LINE of - PAGE: Oq NEW BASEMENT ENTRY CLOSED P. GONG. STAIR BEYONEkq DRYER ND A-2U 01. 10 SEE NOTE ® PLAN VENT: ■ NEW MECHANICAL UNIT DIRECT VENT: II INSTALL MECHANICAL UNIT DIRECT VENT AS PER MANU. SPEC.'S IN FULL CONFORMANCE w/VENTING --•"-�••--- / \ I I DATE: 07/02/24 9 OF 16 CLEARANCES REQUIRED PER. NY5 MG 504. ---- -- 5EE AL50 NOTE ® FLOOR PLANS. O12 NEW MECHANICAL UNIT FRESH AIR INTAKE: — INSTALL AS PER MANU. SPEC.S • O O 0 0 e a o GAR. SOUTHEAST ELEVATION (LEFT SIDE) 5GALE: 1/4" = 1'-O" d Q W LLI C73 J (y) Q ., cu C r— O PROP. RIDGE HEIGHT _ ELEV. +72.7' -------------- — ————————————————— O O O N Z EXP05ED RAFTER CB Lr) Y TIES 0 DEN BEYOND 12 p i 0 0 Z 0 c g -r- O mr- �Q�,P� PROP. RIDGE HEIGHT ----------_ c CV � Ln I 4� _ _ _ _ _ _ _ I _ _ _ _ _ _ _ _�P,o�� , ELEV. --------- 12 Q o O 2 PROVIDE R-2I INSULATION WITHIN WALLS SEPARATING 6ARAOE FROM LIVING 5PACE-\ 2 RA�� (AT GROUND d ATTIC LEVEL) ¢� G.J. PER PLAN G.J. PER PLAN O INSULATION ® DEN Q to CATHEDRAL CEILING ENTRY Q BEYOND PROVIDE HDR ABOVE ALL WINDOWS d ..I.-J _ DOORS AS PER GARAGE Fol0 STRUCTURAL PLANS r 1 z m O PANTRY V^ ` O Q ' 2"xb" SILL ljf O w PLATE o dJ 1 � m ® WINDOWS. � FIR5T FLOOR FIRST FLOOR O ELEV. +55.1' -----� ELEV. +55.1' -----� 3 -�- GARAGE SLAB---_ Ire r , ELEV. +54.0' I' PITCH v-��- --- - - - - - - - - - - - - - - - - - - - - - - - - - - - �- --- ": AVERAGE GRADE �- --- AN AVERAGE GRADE F.J. PER PLAN f3 ELEV. +55.5' ELEV. +55.8' Adakn, BU I LD I NO 5EGT1 ON NOTES m / / / / Q O NEW ROOFING NOTE (TYPE FILL COMPACTED I. INSTALL NEW AS NOTED ON ELEVATIONS 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS OVER 5.INSTALL 15 # BUILDING FELT (U.O.N) OVER 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL 5EAM5) 5GALE: 1/4" = 1'-011' 5. GAP 5HINOLE OVER RIDGE 8 HIP5 (AS REOV) b.PROVIDE RIDGE VENT (AS REOV) 7. FLASH ALL VALLEYS 5.INSTALL DRIP EDGE AS R'EO'D 9. INSTALL ALL AS PER MANU. SPEC.'S O TYPICAL ROOF 8 CEILING GON5TRUGTION: • NEW ROOFING AS NOTED SECTION 2-2/A-301 • I/2" GDX PLYWD SHEATHIPd6 (BLOCKING ® ALL PLYWD SEAMS) • R.R.,G.J., b G.T. AS NOTED ON PLANS (® 5PAN5 OVER SCALE: I/4" = i'-O" 8' INSTALL "X" 5RIDC71NO ® CENTER OF SPAN, U.O.N) • PROVIDE R-4q BATT INSULATION WHEREVER ALLOWED PER ATTIC SPACE; IN ALL, OTHER AREA5,PROVIDE R-55 BATT INSULATION • PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVES NEW EXTERIOR WALL 00145TRUCTION (TYP): O Z • "TYVEK" HOUSE WRAP (VENTED) (OR EQUAL) UPON O • 1/2" GDX PLYWD. 5HEATHIN6 (BLOCKIN6 ® ALL PLYWD SEAMS) UPON PROP. RIDGEHEIGHT _—__--- ----_---- _—_--------------_ CONNECTION 'A' A5 • 2"xb" 5TUD5 ® W' O.G. W DBL. TOP PLATE ELEV. +83.3' PER PAGE 6-003 • MIN. R-21 BATT INSULATION NEW RIDGE C4 • 5/6" 6YP5UM BD. WALL FINISH NEW 5IDIN67 NOTE (TYP): O I. INSTALL NEW AS PER ELEVATION5 2."TYVEK" HOUSE WRAP (OR EQUAL) Z 5.INSTALL ALL AS PER MANU. SPEC.'S 12 O 4.PROVIDE ALL NECESSARY TRIM FOR PROPER Q�P�� ��8 Z D INSTALLATION 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL . uj uj N All Z O ATTIC R � U OTYPICAL FLOOR CONSTRUCTION: F- 4N I v I. FINISH FLOORING TO SELECT 2. 5/4" T46 GDX PLYWD. SU13FLOOR GLUED d SCREWED 5. F.J. AS NOTED ON PLANS - AT SPANS OVER 5' INSTALL 2 w rl 'X' BRACE ® MID5PAN 4. MIN. R-50 BATT INSULATION (ONLY BETWEEN FIRST FLOOR AND FOUNDATION) S 5. 2" THK. SPRAY FOAM AT BLD6. PERIMETER RIM JOISTS G.J. PER PLAN W N Q PROVIDE HDR ABOVE O O ALL WINDOWS d z m DOORS AS PER p X STRUCTURAL PLANS SECOND FLOO PROJECT: J 2"xb" SILL HALLWAY PLATE - luFAMILY ROOM 4 BRIDGE LANE L L C ® WINDOWS. a� � 3 r RESIDENCE 4 SECOND FLOOR ELEV. +65-3' -------- -------- � F.J. PER PLAN 5235 BRIDGE LANE CUTCHOGUE, NY 11935 CONNECTION 'GI' A5 PER PAGE 6-005 NEW STUD TO DRAWING TITLE: FLOOR ASSEMBLY FIRST FLOOR-- BUILDING SECTIONS QDu DINING ROOM O HALLWAY FOYER �I NEW STUD TO 0 Lu Q FIRST FLOOR FLOOR ASSEMBLY 'DIELEV. +55.I' G PER P ION AGE 6- AS PER P003 I ` #":I' PITCH 5 PAGE: AVERAGE GRADE F.J. PER PLAN _ ELEV. +53.8' \/\/\/\/\ r � • BASEMENT DATE: 07/02/24 10 OF 16 COMPACTED I I FILL BASEMENT SLAB ( I A-4o2 ELEV. +45.0' ----- - SECTION 5-5/A-50I SCALE: I/4" = I'-O" PROVIDE STRAPPING 4 NAILING PROVIDE 5TRAPPINC 8 AS PER CONNECTIONS IV' d 'E' IN PROVIDE 5" (MIN.) GONG. COVER NAILING AS PER CONNECTION "TYPICAL NAILIN6/5TRAPPIN6 OF ALL REBAR WITHIN P. GONG. 'D' IN "TYPICAL REQUIREMENT5 FOR UPLIFT, FOUND. WALL5 I$ P. GONG. FTG'S. NAILING/STRAPPING SHEAR, d LATERAL RESISTANCE" PROVIDE 3" (MIN) GONG. COVER REQUIREMENTS FOR UPLIFT, ON PACE C-005 ® EA. J015T/ OF ALL REBAR WITHIN P. GONG. SHEAR, d LATERAL a STUD (AS APPLICABLE) FOUND. WALL5 8 P. GONG. FTC'5. RESISTANCE" ON PACE 6-005 Q PROVIDE INSULATION it ® EA. STUD. Q NEW 2"xb" (BELOW STUD)HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE BETWEEN CAVITIES 2"x4" (BELOW F.J) P.T. SILL NEW (2) 2 xb„ P.T. SILL PLATES W • SPECIFIED ON SIDE OF STAIR IN ACCORDANCE w/MANU. 5PEG.'s; PER ENERGY TABLE PLATES UPON SILL SEAL UPON 4" P. GONG. SLAB UPON SILL SEAL UPON COPPER W co PLANS AND NOT PROJECTING MORE THAN 4Y" INTO (WHEN APPLICABLE) COPPER TERMITE SHIELD TERMITE SHIELD -j STAIRWAY;SEE HANDRAIL G bxb'-IOXIO W.W.M. BETWEENRIP SIZES ADJACENT CENTER d UPPER OF SLAB PITCHED METAL FLOOR SYSTEM AS NEW 5/5"(P HOOKED ANCHOR j •� J0157 HANGER BY NOTED ON PLAN BOLTS w/3" SQUARE WASHER 4 SECURED IN PLACE DURING POUR NEW 5/8"0 HOOKED ANCHOR /'51MP5ON' OR EQUAL ENDNUT;5PACING AS INDICATED BOLTS a 3q" O.G. w/3" O 7 ON 5-003 FOR STUD WALL d ® 6 MIL POLY SQUARE WASHER d ENDNUT _FIRST/SECOND FINISHED FLOOR 48" O.G. FOR F.J. PLATE MOISTURE RETARDER = Q }' C9 I GRADE 1�• GRADE a Y IY2" MIN. SPACE BETWEEN II ', 'Ij•. � U WALL AND HANDRAIL \ _z 4„ I) 'II:' 4 GRAVEL BASE I 8" O Q 0 4-J 5/4" PINE RISER \ t- �,;"•II �• #4 HOOKED VERT. REBAR 0 45" O.G. 'lI°'' I �C d-J � m a-J L0 II - I1 - 0 O 0 I •' '. I.. #4 HOR. CONT. REBAR a TOP d — :''I j Q O a• Q g/4" PINE TREAD STAND,4RD5 FOR C RI PPASLE HAND RAIL .: I�• BOTTOM OF WALL (2 TOTAL) �I.� p z SCALE: NTS ..'• �I' ' — I _ Ir• P. GONG. FOUND. WALL II•': - GROSS SECTION (MIN. 4,000 P51) ° loll X O r. •• II.: W P. GONG. CONT. FTC. I V.i IL MIN' dJ I" ROUNDED NOSING p CLEARANCE CIRCULAR NON-CIRCULAR '' ji (MIN. 4p00 PSI) 11,. Lu #6 HOOKED VERT. 'I {' w/Y4" RADIUS Q ° I (5) #5 HOR. CONT. REBAR (NOT INCLUDED IN 2 I REBAR ® 28" O.G. •: : I�. I I I I I TREAD DIMENSION) II 4"-6Y4 11 • ' N MIN. 4 METER MAX. jl'. PROV. GLEAN 3" " ASPHALTIC DAMP �� O --- COMPACT FILL nn 11 PROOFING TO EXTERIOR y IA O III b W W I UN 'jl � — N n1 P. GONG. FOUND. WALL I FOUND. i' ALL DETAIL (OARAOF—) U (3) 2"xl2" STRINGERS ® w/R-21 (MIN. 4,000 PSI) a +11' INSULATION, IF UNDERSIDE 15 PAGING II' - A-401.01 5TORAGE/NON-HABITAL SPACE \ # A 1� PROVIDE 5TRAPPIN6 d NAILIN6 /1 4 HOR. CONT. REBAR ® {I, AS PER CONNECTIONS D 4 'E IN v TOP,MIDDLE THIRDS, ff �• ' IF.: "TYPICAL NAILIN6/5TRAPPIN6 PROVIDE 3" (MIN.) GONG. COVER W Y2" GYP. BD. BOTTOM OF WALL (4 TOTAL) ° i{ REQUIREMENTS FOR UPLIFT, OF ALL REBAR WITHIN P. GONG. (D STORACcE UNDER .. ; �;1 " SHEAR, 4 LATERAL RESISTANCE" FOUND. WALL5 b P. GONG. FT6'S. Q (WHEN ,�4PPL I CALBE) 1 P. GONG. CONT. FT6. I I'` ON PAGE 6-005 a EA. JOIST / (MIN. 4p00 P51) � ; •il •• 5TUD (A5 APPLICABLE) NEW 2"xb" (BELOW STUD) s '11111-am 'iI : 2"x4" (BELOW F.J.) P.T. SILL OP 4" P. GONG. SLAB * it PROVIDE INSULATION PLATES UPON SILL SEAL UPON 91 II BETWEEN CAVITIES GOPPER TERMITIE SHIELD 6"xb"-IOxIO W.W.M. BETWEEN •II PER ENERGY TABLE NEW 5/5"0 HOOKED ANCHOR CENTER 4 UPPER j OF SLAB °'. II (WHEN APPLICABLE) BOLTS w/3" SQUARE SECURED IN PLACE DURING POUR { WASHER 4 ENDNIUT;5PAGIN6 TREATED 2"xIV SILL FOR CONTACT 1 FLOOR SYSTEM AS AS INDICATED ON 6-005 w/GONG. (IF APPLICABLE) ; •' : ° II NOTED ON PLAN FOR STUD WALL 4 a 4a" •. O.G. FOR F.J. PLATE BASEMENT/FIRST FLOOR '. : - ASPHALTIC DAMP L6 MIL POLY ° ' •• M015TURE RETARDER I .'�. ' �°'• �: 0 ,� PROOFING TO EXTERIOR 4" 6RAVEL BASE (5) #5 HOR. CONT. REBAR °Ill. GRADE PROV. GLEAN INTERIOR HOOD STAIR DETAIL A-401.0I GOTI MPAGTI FILLI � 4 1` 1 • 1 : . It SCALE: 5/4" = I'-C)" #4 HOOKED VERT. REBAR 0 4b" O.G.::x f. II:, FINISHED STONE �I I^I I I j� }�I P. GONG. FOUND. WALL (MIN. 4,000 PSI) 11 4" GONG. SLAB 2 FOU I `lD, i' `�A�,,,L DETA I,`,.. (BASEMENT)`4T) #4 HOR. CONT. REBAR ® TOP t II :• O Z e. _ BOTTOM OF WALL (2 TOTAL) ° ; 'IF a • I ' z 0 ° 4 A-401.01 a \/ SCALE: 3/4 I -O P. GONG. CONT. FT6. (MIN. 4,000 1-51) j•, 11 �" _ 0 / BAGKFILL 4" P. GONG. SLAB .;�I; a Z_ GRADE // // / ° \\i t\\ OMPAGTED 4 a /\l/\/ EVERY 6" '•'. c ' ' IIt ' z . O \\ \\ EXTEND FOUND. WALL d FTC. AT b MIL POLY .° a J', a •' p Z COL. PER FOUND. PLAN;PROVIDE M015TURE RETARDER :` '' ' .• , ! w ~ z �' \\ ADDITIONAL (2) #5 VERT REBAR IN GONG. WALL BENEATH COLUMN I I I I ` '• -!'' Z I�.4" GRAVELI BASE. °'.•.:,•. .' ..' � O (5) #5 HOR. GONT. REBAR U V PROV GL IANI of1-o w rl I I GOI P'G I FILL I ( I I I ( ( I I I ( N -� FOUND. NALL DETAIL (GRAk4LSi=.) W N P. GONG. FOUND. WALL d FT6 AS Q � 8 PER DETAILS 5/A-401 d b/A-401 p ~O a J A-401.01 SCALE: 5/4" = P-O" �. EXTERIOR MASONRY DF-C�G DF-TAIL PROJECT: A-401.01 SCALE: 5/4" = P-O" 2'-o" LAP BRIDGE LANE LLC (TYP) #5 REBAR(TYP) 2' oll L P RESIDENCE NOTE: I. IF FINISH MA50NRY USED (SUCH AS NOTE: BLUESTONE) - MA50N TO ADJUST 1. IF FINISH MASONRY USED (SUCH AS — ————————— —— — HOHT OF LANDING AS REQ'D TO BLUESTONE) - MA50N TO ADJUST I —————— _ _ _______—— AGGOUNT FOR FINISH MASONRY H6HT OF LANDING AS REQ'D TO 4"P.GONG.SLAB I II t —fi 4" P.GONG.SLAB ACCOUNT FOR FINISH MASONRY w/bxb lO/lo VVIWM 2. ALL HORZ.SURFACES SHALL BE PITCHED w/bxb 10/10 Hm I UPON COMPAGTw _--_-----I----I II I Ir-------------- 5235 BRIDGE LANE ea I:45 AWAY FROM BUILDING UPON COMPACTED 2. ALL HORZ.SURFACES SHALL BE PITCHED (TYP.) FILL ———————————�- �—— I m 1:46 AWAY FROM BUILDING i I 1 II , ———————— CUTCH OG U E, NY 11935 5. FOR 5LAB5 ABUTTING FRAMING, INSTALL I I I I I I II COFFER FLA5HIN6 FROM 12"ABOVE AND GRADE 3. FOR SLABS ABUTTING FRAMING, INSTALL REBAR BENT TO = •' �c _-_____ ____-_I 1 i--- ADJACENT TO SLAB, BED ALL FLASHING REAR BENT TO _ COPPER FLASHIN6 FROM 12"ABOVE AND 5LA$ A5 SHOWN ;-----�-- I - I L--II IN ASPHALTIC MASTIC ' -g�-a-�_ - I —_----___ --I I�----__ DRAWING TITLE:SLAB AS SHOWN �= ' -- c ADJACENT TO SLAB, BED ALL FLASHING � -�---° IN ASPHALTIC MASTIC I I \\ \\ \\ z • // // // // I I I II I I I 11 DESIGN DETAILS STAIR DRAINAGE CALCULATIONS: '°i'° /////////// rY •i \\/\\/\\/\\ = v #5 REBAR(TYP) IL STAIR WIDTH = 3'-b" ° °� \\ \\ \\ \\ = U77 i�' /\/\/\/ Q PROPOSED NEW AREA= 53.6 S.F. •° ; ' 6/ /\�6/•/ / ° •/ ,�6� / /V�/ / O I i 53.6 S . Ft. X 0.1'7= q.l •� r°•/ 'yam / / / c 'i • #5 E'ENT I I I I 1 REBAR(TYPE q (I) #4 REBAR ® EA. �, , \ (I) #4 REBAR ® EA. • �. • / 'G / / / / / REBAR (TYPJ t 2.q VERT. FT. OF 2' DIA RIN@i REQ. C` • / / / / / / STEP;3 CVR ® ENDS \ \' \ \ \ \ \ I O I I I Ii #5 SENT STEP;3 GVR ® ENDS /,� \/\ \/\/\/\/\/ '�' /\\/\\/\\/\\/\\/\\/\\/ N I I I I .r PROVIDE (1) 2'-6" MIA. X 3'-O" DEEP' t'y /\\/\\/\\/\\/\\/\\/\\/ / / / DRY WELL RING °.• %// \�j\j\\\/j\\j PAGE: / / //i.//i/ / / / -. 1 MIN. °• i� /\/\/ COMPACTED /\/\/\/ I I 3'-611 10" i'�/� °// i /\ FILL /\\/\\LANDING I MIN. ° .• f�i� \\\\\\ COMPACTED /\\/\\/\\/ z .� /� �/ �/ V •�. •i�: • • \ , . �' \ \,�\\,\\,\\,\\ \ \ \ \ \ \ \/\\�\\/\\/\\/\/\/ /\/\/\/ O m Q \\ #4 REBAR ® l o \\ \\ \\ \\ \\ WL II i� 40 0 1 // / / // // // // // // -u 2"x4" KEYWAY t- �' \ \ \O.G. (MIN. 3) \/ 4' P.GONG.SLAB w/ 2 x4 t- /\/\ \O.C. (MIN. 3) \/\/\/\/\/\/ / a a /ii� \\/\\/\\/ �/ \/ \/ \/ 6"X6'-10/IO W.W.M. k:EYWAY ° . �� IL UPON COMPACTED FILL �, ii�i / / / / / / / / / / / / / \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ 4" DRAIN CONNECTED ° °','�;' /\\ \\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j m o GRADE .;�,',%° --// // // // // // // // // // // // // // CORNER CONNECTION 'T' CONNECTION DATE: 07/02/24 1.1 OF 16 TO EXIST.MAIN LINE •frii° �,,//\ //\//\//\//\//\// // // // // // // // oii C \\\ \\\\\\\\\\\\\\\ \\ \\ \\ G;fr, 'S \ \ \ \ \ \ \\ \\ \\ #4 REBAR CONT. // // %,// / // // // // // NOTE: //\// \ \ \ \ \// NOTE: //\//\// ® 10" O.G. (MIN. 3) \/\� /\/\/\/\/\/\ ALL P. CONIC \/\/\/ a- •- ----- 1 I \\ \/\\/\\/\\/\\ ALL P. GONG. \ \ \\ .0/\\/\\/\\/\\/\\/\\/ SHALL BE /\\ rL=-- --�- / P / / \// �•�Q/\//\//\//\ \ SHALL BE //\//\// (I) #4 REBAR CONT. II \/\\/ V \/\\/\\/\\/\\/\\/\\ 4p00 P51 (MIN) #4 REBAR CONT. 0 10" O.G. (MIN. 3) J° \�\j/ �\j\\j�\j�\j�\j�\j 4,000 P51 (MIN.) %\\j\\�/ #5 BENT REBAR ® 12" O.G. • • J• \ \//////\//�////////////////// ///////// CJ RE BAR OVERLAP DETAIL f \ \ \ \ \ \ \ \ Fw«r1 f (U #4 REBAR CONT. y lI \\\ �\\�\\�\\ \\ \\ \\ \\ \\/\\/\\/\\/\\/\\/\\/\\/ z (1) #4 REBAR GONT. j I •• \//\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\// A-4O I.O I SCALE: 3/4" #5 BENT REBAR ® 12" O.G. ,\\/\ yx \/\\/\\/\\/\\/\\/\\OK\ \\/\\/\\/\\/\\/\\/ I i : //\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\// C y; �,, t•:4:;' q b" THK. P. GONG. WALL I \/j\/j\/%\/j\///j\/////y/ /j\/j\/j\/j\/j\//\// Q 8 THK. P. GONG. WALL I I \ \� \�/\\\�\\ \\ \\/\\� \\ \� \\ \������\��\���/\��/ e-`f . �? ,t \//\ \//\ \ \ \ \ \ \ \/ 1b WIDE x 12 DEEP (1) #4 REBAR CO1VT. II° a \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ P. GONG. FT6. \�/\\�{/\\�/ f\//\\//\\//\\//\\//\\//\\//\\//\\//\ J I \//\//\//\//\//\//\//\//\//\//\// (2) #5 HOR. REBAR \ \�\ �. \/\/\/\/\/\/\/\/\/\/\/\ \/ 1 II : • ° ; • • /\\ \\/\\/\\/\\/\\/\ \ \ \ \ \/ 15" WIDE x 12 DEEP • P. GONG. FT6. �•a• \ I 4�11 Ily ?fit, `* r e' . (2) #5 HOR. REBAR 7�311 T✓ III �� EXTERIOR MASONRY STAIR DETAIL (BASEMENT) EXTERIOR MASONRY STAIR DETAIL A-401.01 SCALE: 5/4" = I'-O" A-401.01 SCALE: 5/4" = 1'-0" OEERAL�I `I' IVI POURED CONCRETE AND STEEL REINFORCEMENT NOTES: GONGETE - GOLD WEATHER POURING 4 CONCRETE MIXTURE I I I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF FOUNDATIONS BY AN ANGLE OF 45• PROJECTED OUTWARD AND CONCRETE IN TEMPERATURES UNDER 45• F IF THAT TEMPERATURE _ EX15TINO TO BE DEMOLISHED NEW PARTIAL HEIGHT DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTIN65. HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. a WOOD FRAME (L.G. STL. Q WHEN APPLICABLE) 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION 2• SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. EXI5TING TO REMAIN SHALL BE DE-WATERED. THE POUR 51TE SHALL REMAIN DRY FOR 0 ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER 3. ALL COLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL LLI NEW WOOD FRAME (L.G. NEW FOUNDATION WALL ENCOUNTERED. CONFORM TO AGI 306. LLI cu STL. WHEN APPLICABLE) 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GRO J M UND /3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO Q t2 N NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT TEMPERATURES WITHIN 10• F OF CONCRETE. � 'c L0 WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 315 CODE, M 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR 5NOW. WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR b WALLS), U.D.N. 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED REMOVE AS REOV. 0 NEW 2-HR FIRE RATED CARBON STEEL ASTMA615 GRADE 60. MM FOR SLABS DO NOT 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE WOOD FRAME (L.G. 5TL. NEED TO BE EPDXY COATED. PERMITTED WHEN NECESSARY. 0 N Z 0 WHEN APPLICABLE) 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS a SHALL BE 5TA66ERED. '7. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33• F OR 1416HER .co L0 Y AND SHALL BE WITHIN 10 F OF CONCRETE TEMPERATURE. c T. PROVIDE MECHANICAL DEVICES TO HOLD STEEL 4 HARDWARE IN • 0 G 0 ,� CV STRUCTURAL PLAN NOTES PLACE AT TIME OF POURING 4 MAINTAIN REQUIRED CLEARANCES, 8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. 0 O - 6 COVERAGES, AND PLUMBNE55. -0 O m �"'�, O51NOLE SPAN 5TRUCTURAL MEMBER: 41. NON-CHLORIDE,NON-CORROSIVE ACCELERANT ADMIXTURES ARE -J cv 1 STRUCTURAL MEMBER SHALL NOT 15E CONTINUOUS b. CEMENT SHALL CONFORM TO A5TM 0-35 FOR STANDARD WEIGHT PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 O co ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY CONCRETE. ASTM G4g4/G4g4M,TYPES G AND Fa. Q Ei (5 ABOVE INDICATED POST5/BEAM5. 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GROSS SECTIONAL O STACKED P05T/COLUMN: AREAS EXCEED ONE SQUARE INCH. LOCATE INDICATED POST OR COLUMN ABOVE/BENEATH POST OR COLUMN ON FLOOR BELOW/ABOVE. INTERIOR LOAD BEARING WALL (ABOVE): II. NGE GONGRE 5 PLACED. GO BETE SHALL No BE EXPOSED n , AS INDICATED BY DASHED OUTLINE. REAC TO RE PEAA COMPRE551 FREE A STREN TH OF TILo OGRE 5 W ALIGN STUDS OF BEARING W6LL5 TO LAND DIRECTLY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � 12. PLACEMENT TEMPERATURES SHALL CONFORM TOACI306. UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3B INTERIOR LOAD BEARING WALL: - - - - - - - - - - - - - ® - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . AS INDICATED BY HATCHING. F I r 70 ALIGN STUDS OF BEARING WALL5 TO LAND DIRECTLY I I �J UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. r - - - - - - - - - - - I I I I I I I U HOLDOWN (151 TO 2ND FLOOR): I I I ' I • HOL.DOWN 'A' AS PER PAGE 6-003 ( I I I I I I I I n HOLDOWN (FOUNDATION TO 151 FLOOR): I I W m 4B HOLDOWN 'B' AS PER PAGE 6-00:3 I I I I I I I � W NEW UN-REINFORCED P. GONG, SLAB 5A I. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON 2 b MAILED L VAPOR BARRIER RIOPu N (OMIT WHEN SLAB 3.4" (MIN.) GRAVEL BASE NEW REINFORCED P. GONG. SLAB Q 5B 2. 6 MIL POLY VAPOR BARRIER,/I UPON -10/10 W.W.M. UPON U I TRELLI5 CENTERED- I PROP05ED I&X36' 3. 4" (MIN) GRAVEL BASE a z ON POOL IN-GROUND POOL TO 0 0 I PROPOSED CEDAR I I, BE IN5TALLED PAD FOOTING CL z OPEN TRELLIS I (SEPARATE FILING) ® 18"xl6"xl2" DEEP P. GONG. PAD FOOTING AS PER O I ( UNDER SEPARATE I II I IICL DETAIL q/A-402. I I FILLING ) II I I II PAD FOOTING 6B 24"x24"x12" DEEP P. GONG. PAD FOOTING A5 PER DETAIL 10/A-402. OEXTENDED FRAMING TO RIDGE 4 R.R.:PROVIDE I I I I I I I II HEADER (B OMW) TO R DISE 4INry 6R.R (ABOVE).FROM HALL,BEAM,OR NEW IS"x12" DEEP P. GONG. CONTINUOUS FOOTING AS PER ® DETAILS 4/A-401, 5/A-40I, 4 6/A-401. DRILL 4 EPDXY PIN (4" EMBEDMENT) FT6. 4 FOUND. WALL INTO ADJOINING FT6. L - - 4 FOUND. WALL OF BASEMENT (OR.FOUR MONOLITHICALLY - - - - - - - - - - - - � I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � w/REINFORCEMENT PLACED). I . . 8B 24"xl2" DEEP P. CONC. CONTIN0005FOOTINOA5 PER DETAILS 3/A-401 (TYP) iv 8G 24"xl2" DEEP P. GONG. CONTINUOUS FOOTING AS PER DETAILS 2/A-401 4 '7/A-401 (TYP) 24'-O" TOP OF FOUND. WALL MAY BE STEPPED DOWN AS 0 z O REQ.'D TO ACCOMMODATE 6ARA6E DOOR CLOSURE 4 : Q DWELLING ENTRY (VERIFY DIM. IN FIELD) lu O TYPICAL P. GONG. FOOTING 4 WALL CONSTRUCTION: 10 • 2"x6" P.T. SILL PLATE w/COPPER TERMITE SHIELD 4 r SILL SEAL;2"x4" P.T. SILL PLA''E ® LOWER SHELF. V • ANCHOR BOLTS AS PER PAGE 6-003 Q - I N • p �• - -- - - - - -J O P. GONG. FOUND. WALL A5 PER DETAILS 2/A-401 ® 4 _ I r- y) BASEMENT,DETAIL -1/A-401 6 C:RAWL5PAGE, 4 DETAIL I 4B IO I pry 4B .fl tV 3/A-40I ® SLAB-0N-GRADE m I 8G 5�� I I O 5'-0" • P. GONG. FT6. AS PER DETAIL(5) NOTED SEPARATELY • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR Q O I I ®z O • B.O. FOOTING 3'-0" BELOW GRADE MIN. v Q I • I � �; i - - - - - - - - - - - - _^• - - it"•�I�-3'-2"-�' - - - - - • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN IL 0 ® - � '' .i, .r .I• � Q B APPLIGA LE) � v GRAWLSPAGE ? O �n� = 2"x8° O • AIR ENTRAIN P. GONG. FOR PORCHES / PATIOS/ u_ u - - - - - _ - _ - - p I (3) z o X3 - - - - - - - - - - -- - - - - - - - - - - - to STOOPS (WHEN APPLICABLE) I = O I ! - - - - - - - - - - - - - - - - - - - - - - P.T.H_ • MA50N TO ACCOUNT FOR FIN15H STONE ON THIN SET 5A I I a X I L m- - - - -� 48 ( c 45 I I to FOR HEIGHT OF WALL 4 SLAB (WHEN APPLICABLE) �y j�r2 xl0TFLUSH BM. w/ I O 5B I I I I Z II NEW ATTIC AGGE55 - PULL DOWN STAIR: - - I. MIN. 550 # CAPACITY 5A 51MPWN LU5210-2 L - - - - a 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") I p 0 HN6R. ® ADJOINING F.J. _ '.T V V 3.DBL. FRAMIN P ACCESS OPEN NIG 4 PROVIDE R-4q I I I cV Q x� Q f �I ? 4.VJ_. TH RSTR 1 iv I � -�E-- INSULATION ABOVE w/WD. FR. (OR EQ) BAFFLE OR I N 8G I `j - a I SB ►� O u Q ua z a RETAINER TO PREVENT INSULATION FROM ENTERING I O rim Q I I 0 p= I I ? Q u DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 L-° - - - - - - - - - - - - - BASEMENT _ = n® I IQ O >U pI I N (OMIT WHEN ATTIC AGGE55 DOES NOT PENETRATE tii N THERMAL ENVELOPE OF BUILDING). -i fill SA N I x I 3 NI 5. INSTALL AS PER MANU. SPEC.s I I ® 0, I p ti b.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. I F- - - - - - ID - - - - - - - - I p X `9 I I 'f'-Oy2' T'-I' 7-`*�2" m -T'-4y2' -7'-`�2" '1'-4y2" ?'-4y2" �,_4y2, I I I I O 12 BEAM POCKET (TYP.) I , 13� ry ® I 12 14 b 14 6 3 I (3) I."f5"xll.8'I5" T.J. 14 14 I I I I PROJECT: TYPICAL CLOSED FOUNDATIO'V " G 3 14 6 3 14 12 13 ® PORCHES / PAT105: I I - - - - I - - - - - - - - 2-DROPPED BMM - O I. SEE NOTED DETAILS I I I - � - _ - - - - - - - - - J - - - - _ - - = I M PATIO Y I BRIDGE LANE L LC 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:45 AWAY _L - - (3) L15 XI skdL T.J. - _ - _ _ - _ - (3) I"15"xll.8'I5" T.J. - - - - (5) 1-15"x11 8'!5" T.J. I c�Y FROM BUILDING I - - - J 2.OE MIGROLLAM 2.OEMIcRoLLA1T 2O prtrko�� - I ABOVE 3. FOR SLABS ABUTTING FRAMINE3, INSTALL COPPER I - - - - - I G DROPPE'D BM. G 14 '' EN W GL• I 14 C I C DROPPED BM. G C DROPPED BM. I I I I RESIDENCE BEDFLASAL LFLA5HIN6 I FROM 12" NBASPHAL'TI MASTIC ADJACENT0VE AND TO SLAB, O I I O < 4. PORCH/PATIO WALLS OF SEPARATE POURS SHALL -BE TO MAINEFOUND5 a 6 O.G. VERTICAL TO EA. OTI-ER I I r- - -� MASONRY STOOP I z U�j �����,, ABOVE QI I NEW 4"x4" POSTS TO 0 I® �, I I I I 5235 BRIDGE LANE PAD FOOTING EXTENSION I L"J�-" bB -i ' MECHANICAL BEAMS ABOVE;EMBED (Y z ' 14 - - - - - I I LL ?- `� °° L I I I CUTCHOGUE, NY 11935 I. NEW IS" WIDE x 12 DEEP P. GONG. PAD FOOTING I II 4 - J I _ O ROOM BOTH POSTS IN SAME Q iL $ N w _ p EXTENSION AS NEOTINO PREVIOUSLY POURED I I O' FOOTING w/SIMPSON N ; ?[t] O= 5B z ABA44 POST BASE a O O = "ry a 2.PROVIDE (2) #5 HOR. REBAR RUNNING LENGTH-WISE IN I ® x a u ® I I I DRAWING TITLE: NEW FOOTING. DRILL 4 EPDXY PIN (12" MIN. EMBEDMENT) I I _ _ (2) 2"xb" 6B I ry I X REBAR INTO EXIST FOOT I N65. 13 I I DROPPED BM. ® n -� 3.PROVIDE #5 HOR. REBAR ® q O.G. IN NEW FOOTING, I I I STAIR LANDING r. I I I �: I PROPOSED STRUCTURAL PLAN ORIENTED PERP. TO LENGTH OF FT6. 4.INSTALL NEW COLUMNS IN NEW FT6. WHERE INDICATED, I I 2 GAR w/BASE PLATES PER DETAIL I I/A-402. I GARAGE I I I 21-t8y2 2-I I I I G SLAB ON6RADE- L - - - - - - 1 1�2" - - - - - - - - - - - - - - - - - - - - (5) 2XIO - - - 10 r• 501L BEARING CAPACITY NOTE: I 5B 5B ';• P.T.�F•DR. STRUCTURAL DE516N OF FOOTINGS A55UME5 A 501E �D BEARING CAPACITY OF LO TON/S.F. �:2 _ J PAGE: N 2"xb" FLUSH - - - - - - - - - - - - - -2"'xb" F.J. ® Ib" O.G. BM. ® STAIR MASONRY STOOP ABOVE P057 8 COLUMN DESIGNATIONS: I (STAIR LANDING) LANDING I BAGKFILL POSTS 4 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED I COMPACT I - 10.0 1.0 0 SUCH MEMBERS ARE NOT NECESSARY EL5EAS FOLLONS. NOTE THAT THESE IOHERE, AS SPECIFIED INS DO NOT IMPLY (2) 2"xlO" FLU5H BM. I EVERY 6". I Q ® STAIR OPENING w/ PROVIDE 51, I .D BY OTHER CONSTRUCTION DOCUMENT NOTES 4 STANDARD FRAMING REG2UIREMENT5. 51MPSN6ERs ®8-2 �J I ' , I GONG. SLAB W/ I ' 1 I to STONE FINISH ADJOINING F.J. I � - J f I � DATE: 07/02/24 OF 16 ® AI (U 2 X4 P05T 0~ BI (1) 2 xb POST I _ 7 7.777 , �--� (2) 2 X4 POST �-- B2 (2) 2"xb POST - - - - - _ _ - - _ _ - = I A3 (3) 2"x4" POST B3 (3) 2"xb" POST 4B m� q q 4B 24'-O" 12'-O" A4 (4) 2"x4" POST �-- B4 (4) 2"xb" POST L t- - - - - - - - A5 (5) 2"X4" POST M` BS (5) 2"Xb" PO5T V V _T 601-01, _ 2 x22 GONG. APRON � _ 2 0 - 2, -O' - 2, O 8-O 3-1/2" O.D. 50H 40 5-1/2" O.D. 5GH 40 p.-rc� 5TL. COL. (A5TM �-� STL, COL (A5TM AI23) BY 51M5 AI23) BY 51M5 24'-0" "� ''• ;�° x STEEL (OR EQ) STEEL (OR EG) FROPOSE17 FOUNDA71ON 57RUG7URAL PLAN SCALE: 1/4" = 1'-0" 0ENERAL SY1��OL i� Y _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.O. 5TL. Q EXISTING TO REMAIN WHEN APPLICABLE) NEW WOOD FRAME (L.&. NEW FOUNDATION WALL O W ui 5TL. WHEN APPLICABLE) J � NEW I-HR FIRE RATED ® MIN. (2) ZX4" STRUCTURAL e POST FOR 4 WALLS WOOD FRAME (L.6. 5TL. m WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O F05T FOR b" WALLS), U.O.N. _ "p 0 NEW 2-HR FIRE RATED �+ _ WOOD FRAME (L.6. STL. LO O N z 0 WHEN APPLICABLE) p, •� � �I X � CV STRUCTURAL PLAN NOTES p O O +- O SINGLE SPAN STRUCTURAL MEMBER: m 0 4-J C9 STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS ACROSS MULTIPLE 5PAN5. PROVIDE SPLICES DIRECTLY N O --+ ca Q � ABOVE INDICATED POST5/BEAM5. OSTACKED POST/COLUMN: LOCATE INDICATED POST OR COLUMN ABOVE/BENEATH P05T OR COLUMN ON FLOOR BELOW/ABOVE. n 1 INTERIOR LOAD BEARING WALL (ABOVE): 3 AS INDICATED BY DASHED OUTLINE, ALIGN STUDS OF BEARING WALL5 TO LAND DIRECTLY UPON F.J. OR BEAM (WHEN APPLICA3LE) BELOW. INTERIOR LOAD BEARING WALL_ 36 AS INDICATED BY HATCHING. ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY T UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. HOLDOWN (15T TO 2ND FLOOR):_ HOLDOWN 'A' AS PER PACE 6-003 n 1 W 4B HOLDOWN (FOUNDATION TO IST FLOOR): HOLDOWN 'B' AS PER PAGE 6-003 NEW UN-REINFORCED P. GONG. SLAB I. NEW 4" THK. UN-REINFORCED P. CONC. SLAB UPON MASONRY MASONRY + 2.6 MIL POLY VAPOR BARRIER UPON (OMIT WHEN SLAB 4B 4B PATIO PLACED IN EXTERIOR LOCATION) -� PATIO 5.4" (MIN) GRAVEL BASE U NEW REINFORCED P. GONG. SLAB (2) I.'75"xa.5" T.J. 2.OEIMICROLLAM LVL HDR 56 I. NEW 4" THK. P. GONG. SLAB w/E)"xb"-10/I0 W.W.M. UPON 2. b MIL POLY VAPOR BARRIER UPON 5. 4 (MIN) &RAVEL BASE I u.r, •r^ PAD FOOTING I REF V ® I5"xI8"xI2" DEEP P. GONG. PAD FOOTING A5 PER (2) 2"xb" RAFTER TIE ® 48" O.G. 4 48 (5) 2"X10" HDR (�l DETAIL 4/A-402. 7. 4 46 W PAD FOOTING 1 q 21 -O X 12-O ® _ _ _ _ -_ _ _ __ _ _ AA' .x:. < � DEN D�N (3) I.75 xq.5 T.J. 2.OE MIGROLLAM LVL HDR (3) 2'xIO HDR (2) 2 xl0 HDR bB 24"x24"xI2" DEEP P. GONG. PAD F00TIN6 AS PER ;p 266 5.F266'S.F. DETAIL IO/A-402. I x EXTENDED FRAMING TO RIDGE 4 R.R.: 1 I (2) 2"x5" HDR O PROVIDE FRAMING EXTENDING FROM WALL,BEAM,OR _ _ " BATHROOM I -i HEADER (BELOW) TO RIDGE 4 R.R(ABOVE). _ (2) 2 xb RAFTER ® 48 O.G. _ 21'-5" x II'-O"' II' O" X If "I" 0 ' ® NEW IS"xI2" DEEP P. GONG. GON7INLi0U5 FOOTING AS PER 8 X 5'-I" O O O rim 0 N KITCeHmm I BATHROOM S.F. I DETAILS 4/A-401, 5/A-40I, 4 6/A-40I. DRILL 4 EPDXY PIN I - ' " ' " (4" EMBEDMENT) FT6. 4 FOUND. WALL INTO ADJOINING FT6. b'-O" X 5'-I O O �_ Jw _ GIMc I I-O v ' I I - X I5-I FOUND. WALL OF BASEMENT (OR 1-OUR MONOLITHICALLY 18. F MUDROOM AN Y Z N z -rsDl�l I NG ROOM O cv Ip BEDROOM I OOM I O w/REINFORCEMENT PLACED). I 30.5 5.F �� MICRO LL I75 S.F. ®Z* I 152 S.F. CONTINUOUS FOOTING AS 2 B2 MUDROOM/ z 24 xI2" DEEP P. CONC. a, 0 � - � �, cV SB PER DETAILS 3/A-401 (TYP) :; - - ;z - - - - - Ox 3 i LL ® U dJ PANTRY 24"xI2" DEEP P. GONG. CONTINUOUS FOOTING AS 2"x8" G.J. N N �G 2"x8 G.J. ® 16" O.G. -� ? x�z c_v J �z PER DETAILS 2/A-40I 4 7/A-40I (TYP.) ® Ib" O.G. 4 1 3� w/SIMP50N LU528 V O ENTRY ~-1 z TOP OF FOUND. WALL MAY BE STEPPED DOWN AS HNCR. ® UPSET BM. - - ()� TRY O REWIP TO ACCOMMODATE &ARA6E DOOR CLOSURE 4 STORAGE 4 .0 s 3B A2 DWELLING ENTRY (VERIFY DIM. IN FIELD) =i ® 10 r Y - - _- _- - - - - - I O 2 2 B2 tu TYPICAL P. GONG. FOOTING 8 hIALL CONSTRUCTION: X v O ^_ 2"x8" f 10 • 2"xb" P.T. SILL PLATE w/COPPER TERMITE SHIELD 4 in Q m N-� (5) 1.75 xI8" T.J. 2.OE MIGROLAM LVL UPSET BM, o SILL SEAL;2"x4" P.T. SILL PLATE: ® LOWER SHELF. r w (2) I.'15"x9.5" T.J. 2.OE g3 (FLUSH w/BOTTOM OF G.J. 4 UPSET INTO G o ` I 3B PO HDR 2 36 2 COVERED N • ANCHOR BOLTS AS PER PAGE 6-003 m 6� MIIOR=A 0 LVL UPSET OF GB J; - - LOUVERED WALL o 'ti/cQ�`>s X9S I A2 HALLWAY H L g MASONRY 0 • P. GONG. FOUND. WALL AS PER DETAILS 2/A-40I BASEMENT,DETAIL 7/A-401 ® CR 4WLSPACE, 4 DETAIL O�R.R. TO BM. w/ o ��<12 �/?O BEDROOM 2 I 3/A-401 ® SLAB-ON-GRADE SIMPSON LRUZ HAN&ERS „ (3) 2 x8 HDR oo <Ci • P. GONG. FT6. AS PER DETAIL(5) NOTED SEPARATELY o 182 S.F. I Z • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR 0 3'-b" X 3' 3' X 3' 3 • B.O. FOOTING 3'-O" BELOW GRADE MIN. C 6B MASONRY 18'-b" x 13'-O"' o0 2 • " EXPANSION JOINT ® PERIMETER OF 5LAB (WHEN STOOP _ o �� I I a Q I/2 E o 12-8 x I I -ci F- I O" 12'-0" I q 10 S.F. Q S.F. _ APPLICABLE) I o FOYER J EDROOM 2 O • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / „ $; i w oSTOOPS (WHEN APPLICABLE) Q FRAME DBL. HGT. ROUGH OPENING w/: I Ste' . . O • MA50N TO ACCOUNT FOR FINISH STONE ON THIN SETFOR HEIGHT OF WALL 4 5LAB (WHEN APPLICABLE) D - (4) 1.75"x5.5" T.J. 1.55E TIMBERSTRAND LSL KING STUDS 2 GAR CAA -O" X 2 '-O" x - (2) 1.75"x5.5" T.J. 1.55E TIMBERSTRAND LSL JACK STUDS o ii ® c�^v Z AGGE55 - PULL DOWN STAIR: Iry - (2) SIMPSON A55 FRAMING ANGLES, ONE ON EA. SIDE o _ • w I- II NEW ATTICs8a S.F. OF POST, AT BOTH TOP 4 EOTTOM WALL PLATES o I N I. MIN. 350 # CAPACITY StsF - (2) SIMPSON A55 FRAMING AN6LES,ONE ON TOP 4 ONE o 1 0 O 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30') to ON BOTTOM OF HDR,AT BOTH ENDS OF HDR o ® BATHROOM 2 I U U 3.DBL. FRAMING WHEN NEW OPENING, U.O.N. O q o GL 4.WEATHERSTRIP AGGE55 OPENING 4 PROVIDE R-49 0 cv REFER O - U DE FOR DETAILS # o INSULATION ABOVE w/WD. FR. (C'R EQ) BAFFLE OR o (2) 2"xl0 �u eI w FRAMIN ETAILS OF DBL. H6T. 5 L 4 OPENING �5. o RETAINER TO PREVENT INSULATION FROM ENTERING a o _ _ HDR ' 4 2 2.4 Y5 EGG R O DWELLING WHEN OPENED, AS PER N q a . (OMIT WHEN ATTIC AGGE55 DOFEi NOT PENETRATE t- - FRAME DBL. HOT. ROUGH OPENING w/• THERMAL ENVELOPE OF BUILDING,). dJ 4 4B - (4) 1.75"x5.5" T.J. 1.55E TIMBERSTRAND LSL KING STUDS 4 4B H O 5. INSTALL AS PER MANU. SPEG.'s x r FRAME DBL. HOT.WALLS w/ 1.75"x5.5" T.J. - (2) L-15"x5.5" T.J. 1.55E TIMBER5TRAND L5L JACK STUDS p o 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. tt-< 1.55E TIMBERSTRANP LSL STUDS ® 12" O.G. - (2) SIMPSON A55 FRAMING,ANGLES,ONE ON EA. SIDE OF - POST, AT BOTH TOP 4 BOTTOM WALL PLATES 12 BEAM POCKET (TYP.) m COVERED - (2) SIMPSON A55 FRAMING ANGLES,ONE ON TOP 4 ONE ON PROJECT: TYPICAL CLOSED FOUNDATIONS MASONRY BOTTOM OF HDR,AT BOTH ENDS OF HDR 13 0 PORCHES / PATIOS: �, 2"x8" G.J. 2"x8" G.J. STOOP REFER TO #TJ-If00O SPECIFIERS R'S GUIDE FOR DETAILS 4 BRIDGE LANE L LC I. SEE NOTED DETAILS p ® I6" O.G. ® Ib" O.G. FRAMING DETAILS OF DBL:H6T. WALLS # OPENINGS. 2. ALL HORZ. SURFACES SHALL BE PITCHED ® I:45 AWAY FROM BUILDING d� 3. FOR SLABS ABUTTING FRAMING, INSTALL COPPER - RESIDENCE FLA5KN6 FROM 12" ABOVE AND ADJACENT TO SLAB, BED ALL FLASHING IN ASPHALTIC MASTIC c^�V 4. PORCH/PATIO WALLS OF SEPARATE POURS SHALL BE DOWELED w/#5 ® 8" O.G. VERTICAL TO EA. OTHER 4 TO MAIN FOUND. 5235 BRIDGE LANE O14 _ _ _ _ _ _ CUTCHOGUE, NY 11935 PAD FOOTING EXTENSION I. NEW I8 WIDE x 12" DEEP P. CON,:.. PAD FOOTING s:•. EXTEN51ON GONNECTIN6 PREVIOUSLY POURED (2) 2"XIO" HDR (2) 2"xl0" HDR FOOTINGS, AS SHOWN. 45 gg 4B 2.PROVIDE (2) #5 HDR. REBAR RUPyNING LENGTH-WISE IN DRAWING TITLE: NEW FOOTING. DRILL 4 EPDXY FIN (12" MIN. EMBEDMENT) REBAR INTO EXIST FOOTIN65. PROPOSED STRUCTURAL PLAN 3.PROVIDE #5 HOR. REBAR ® a" O.G. IN NEW FOOTING, ORIENTED PERP. TO LENGTH OF FT6. 4.INSTALL NEW COLUMNS IN NEW FT6. WHERE INDICATED, w/BASE PLATES PER DETAIL II/A-402. FROFOSE7) F I R5T FLOOR STRUGTU�'AL PLAN SOIL BEARING CAPACITY NOTE: SCALE: I/4" = I'-O" STRUCTURAL DESIGN OF FOOTINGS ASSUMES A SOIL BEARING CAPACITY OF 1.0 TON/S.F. PAGE: POST COLUMN DESIGNATIONS: S-102m03. POSTS 4 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED A5 FOLLOW5. NOTE THAT THESE DEVONATION5 DO NOT IMPLY SUCH MEMBERS ARE NOT NECESSARY EL.5EWHERE, AS SPECIFIED BY OTHER GON5TRUGTION DOCUMENT NOTES 4 STANDARD FRAMING REOUIREMENT5. ® AI (I) 2"x4" POST ---[BI (I) 2"xb" POST DATE: 07/02/24 14 OF 16 A2 (2) 2"x4" POST �] (2) 2'W5 P05T A3 (5) 2"x4" P05T �g-�3 (5) 2"xb" POST A4 O " B4 (4) :2"x( POST ?`a®---❑ 4 2 x4' POST (5) 2"x4" P05T (5) 2"xb" POST 3-I/2" O.D. SGH 40 5-I/2" O.D. SGH 40 ! 0--� STL. COL. (ASTM Q- 5TL. COL (ASTM A123) BY SIM5 A123) BY SIMS STEEL (OR EW STEEL (OR E0.) xs{ K 4-- r, O I `FERAL 5 I I " I50L E I : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. 5TL. Q � EXISTING TO REM WHEN APPLICABLE)REMAINQ NEW WOOD FRAME (L.G. NEW FOUNDATION WALL LL 5TL. WHEN APPLICABLE) J (>3 NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL Q t CV WOOD FRAME (L.G. 5TL. POST FOR 4" WALL5 O Lo WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL 4 POST FOR (b" WALLS), U.O.N. 4 - O NEW 2-HR FIRE RATED ;.r}F .. WOOD FRAME (L.G. 5TL. - - - - -- - - -- -- -- - - , z co (2) I.'15"x9.5" T.J. 2.OE MICROLLAM LVL HDR \ \\ (2) I.15"x9.5" T.J. 2.OE (2) 2"xl0" HDR (2) 2"xl0" HDR O .� (\J z O WHEN APPLICABLE) BEDROOM 4 \AdIGROLLAM LVL HDR u a, cu � \\ cc �-- V > G x C\l STRUCTURAL PLAN N07E5 18-6 X II "I \\ \\ •KET m C9 51 NOLE SPAN STRUCTURAL MEMBER: \\ g b 4-+ a-' Ln O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BED ROO 4'-4" X 2'-0" p N� \\ BEDROOM 3 x - (V ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY 155 S.F� \ __ �nro FAMILY ROOM O \ \\ \ 2A S.F. 1BEDROOM 3 cr ® Q O_ O ABOVE INDICATED P05T5/5EAM5. 8.b 5.F STACKED POST/COLUMN: - - - - -O - ® z - 2 LOCATE INDICATED P05T OR COLUMN ABOVE/BENEATH P05T OR COLUMN ON FLOOR BELOW/ABOVE. 0 , „ tu 3 INTERIOR LOAD BEARING WALL (ABOVE): X 12-O N 0 /1 1 O AS INDICATED BY DASHED OUTLINE. - 1' 5'- 3 FA Y OOM LL� W BATHRO cv 155 \ - ALI6N STUDS OF BEARING WALL5 TO LAND DIRECTLY 42 5. ROO \ ® - ET \ �! 50 S.F. UPON F.J. OR BEAM (WHEN APPLICABLE:) BELOW. F ® T OINTERIOR LOAD BEARING WALL: \ \ : \ � pr � p� 3B AS INDICATED BY HATCHING. ® A2 \ \ (HIS) ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY 3B O O (2) I.?5"x11.8'15" T.J. 2.OE MIGROLLAM�/L 3B 2 3B B2 UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. _ _ \UPSET BM. (FLUSH w/BOTTOM OF G.J r 1 HOLDOWN (IST TO 2N6 FLOOFO IV77.25" T.J. 2.OE v HOLDOWN 'A' AS PER PAGE 6-003 0 \ MICROLLAM LVL FLUSH BM. O4B AS HALIEY > GL. J m HOLDOWNHOLDOANBFOUPDR PAO ETO 157 6-003 FLOOR): o \ i A2 VER AL II 5.3 S.F ONEW UN-REINFORCED P. GONG. SLAB O D WALL \ 5A I. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON o \ v \ 2.b MIL POLY VAPOR BARRIER UPON (OMIT WHEN SLAB FRAME DBL. H6T. OH OPENING w/: o \ Nro \ PLACED IN EXTERIOR LOCATION) " " 5.4" (MIN) GRAVEL BASE - (4) I.-15 x5.5 T.J. 1.5 TIMBERSTRAND V V o \ z c ' ` LSL KING STUDS O ® GL v NEW REINFORCED P. GONG. SLAB a - (U I- JACK T.J. 1.55E � zx�p � \ � �j � LSL JACK STUDS ILL® T'S1 5B I. NEW 4" THK. P. GONG. SLAB wi'6"x6"xb"-10/10 W.W.M. UPON Q O 2. 6 MIL POLY VAPOR BARRIER UPON - - (2) SIMPSON A35 FRAM( AN6L \ -- -1 ,_.�„ - ( • z I BAT R OM U O 5. 4" (MIN) GRAVEL BASE ONE ON EA. SIDE OF 5T, AT BOTlzl x BATHROOM 3 - t 2p Q x I TOP 4 BOTTOM L PLATES o N _ \ 8-O X 8- 144 S.F. N ® PAD FOOTING cr - (U 51MP50N A3 RAMIN6 ANGLE AT \ AUNDRY RO nl ® 18"xl5"xI2" DEEP P. GONG. PAD FOOTING AS PER N t BOTH ENDS HDR \ \ j; I n W DETAIL 9/A-402. REFER #TJ-CIOO5 SPECIFIER'5 GUIDE \\ \ \ RSOO� t N Q FO TAILS 4 FRAMING DETAILS OF O I PAD FOOTING \ ® 1 ObB 24"x24"xI2" DEEP P. GONG. PAD FOOTING AS PER D HOT. WALL " (2) I.'15 xq.5 T.J. 2.OE DETAIL 10/A-402. o \� MIGRO_LLAM LV_L HDR • O OEXTENDED FRAMING TO RIDGE 4 R.R.: PROVIDE FRAMING EXTENDING FROM WALL,BEAM, OR r,a ::'., y HEADER (BELOW) TO RIDGE 4 R.R: (ABOVE). 4 FRAME DEL. HOT. ROUGH OPENING w/: q NEW 15"xI2" DEEP P. GONG. CONTINUOUS FOOTING AS PER FRAME DBL. HOT. WALL5 w/ L-15"x5.5" T.J. - (4) I.'75"x5.5" T.J. 1.55E TIMBERSTRAND LSL KING STUDS ® DETAILS 4/A-401,5/A-401, 4 b/A•-401. DRILL 4 EPDXY PIN 1.55E TIMBERSTRAND LSL STUDS ® 12" O.G. - (2) 1.15"x5.5" T.J. 1.55E TIMBER5TRAND LSL JACK STUDS (4" EMBEDMENT) PT6. 4 FOUND. WALL INTO ADJOINING FT6. - (2) SIMPSON A35 FRAMING ANGLE5, ONE ON EA. SIDE OF POST,AT BOTH TOP 4 BOTTOM WALL PLATES 4 FOUND. WALL OF BASEMENT (OR POUR MONOLITHICALLY w/REINFORCEMENT PLACED). - (I) SIMPSON A35 FRAMING ANGLE AT BOTH ENDS OF HDR REFER TO #TJ-9003 SPECIFIERS GUIDE FOR DETAILS 4 PER DETAILS 3/A-401 (TYP) SB 24"x " DEEP P. GONG. CONTINUOUS FOOTING AS FRAMIN6 DETAILS OF DBL. H6T. WALL5 4 OPENINGS. 8G 24"xI2" DEEP P. GONG. CONTINUOUS FOOTING AS PER DETAILS 2/A-401 4 -I/A-401 (TYP) OTOP OF FOUND. WALL MAY STEPPED DOWN PROPOSED SEOGIND FLOOR 57RU07URAL. FLAN REQ.'D TO ACCOMMODATE O GARAGE DOOR CLOS5 URE E DWELLING ENTRY (VERIFY DIM. IN FIELD) SCALE: 1/4" = P-0" is TYPICAL P. GONG. FOOTING 4 WALL CONSTRUCTION: • 2"xb" P.T. SILL PLATE w/COPPER TERMITE SHIELD 4 SILL SEAL;2"x4" P.T. SILL PLATE ® LOWER SHELF. z • ANCHOR BOLTS A5 PER PAGE 6-003 • P. GONG. FOUND. WALL AS PER DETAILS 2/A-401 ® B2 0 BASEMENT, DETAIL-7/A-401 ® CRAWL5PAGE, 4 DETAIL SQ 3/A-401 ® SLAB-ON-GRADE • P. GONG. F76. AS PER DETAIL(5) NOTED SEPARATELY - - - - - - - - It • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR 2"xl0" R.R. 2"xl0" R.R. Z • B.O. FOOTING 3'-0" BELOW GRADE MIN. a Ib" O.G. ® Ib" O.G. I Q • 1/2" EXPANSION JOINT 0 PERIMETER OF SLAB (WHEN APPLICABLE) • AIR ENTRAIN P. GONG. FOR PO';ZCHES /PATIOS /STOOPS (W ZHEN APPLICABLE) I O • MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET 8:12 PITCH 5:12 PITCH I r` FOR HEIGHT OF WALL 4 SLAB (WHEN APPLICABLE) I Ip II Q I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Z NEW ATTIC ACCESS - PULL DOWN STAIR: z I. MIN. 550 # CAPACITY N 2 Z 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") I I I O U U 4.WEATHER5TR P ACCESS OPEN NO 4 PROVIDE R-401 x I I I I INSULATION ABOVE w/WV. FR. (OR EQ) BAFFLE OR n - - - - - - - - I w r1 RETAINER TO PREVENT INSULATION FROM ENTERING I j 2"xl0" R.R. DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 ® Ib" OG z = z I I N (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE 1U- U V a v FU THERMAL ENVELOPE OF BUILDING). 5. INSTALL AS PER MANU. 5PEC.'s dJ;p b.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. I P-1 V x I X x `9 I I •D O O 12 BEAM POCKET (TYP.) - 2 �!-- ® �- - - - 0 0 PROJECT: TYPICAL CLOSED FOUNDATION - - - - - - - - N ® „ � � 2 xl0 RIDGE BM. 13 0 PORCHES / PATIOS: I THERMAL ENVELOPE: 1. SEE NOTED DETAILS EXTEND 6ARA6E WALL i I I BRIDGE LANE L L C 2. ALL HORZ. SURFACES SHALL BE PITCHED 0 1:48 AWAY FRAMING TO ROOF 4 I W. O A2 FROM BUILDING I PROVIDE R-21 BATT LLB z 3. FOR SLAB5 ABUTTING FRAMING, INSTALL COPPER INSULATION WITHIN WALL FLA5HIN6 FROM 12" ABOVE AND ADJACENT TO SLAB, I II < yJ- RESIDENCE BED ALL FLA5HIN6 IN ASPHALTIC MASTIC I L� - -X `fl 2"xI2" RIDGE BD. 2"xI2" RIDGE ED. (V x - - - - - - - - - - - - - (3) 2"xI2" RIDGE BM. 4. PORCH/PATIO WALL5 OF SEPARATE POURS SHALL kD p _ _ _ - N BE DOWELED w/#5 ® 8" O.G. VERTICAL TO EA. OTHER 2"xI2' RIDGE BD. I 2"xl0" R.R. EXTEND WALL FRAMING FROM BELOW WHERE FALSE R.R. 4 TO MAIN FOUND. I ® 16" O.G. I I I I 2 � - - - - O'O 5235 BRIDGE LANE x - - I (RIDGE BM. T EXTEND PAD FOOTING EXTENSION „ 14 1. NEW IS" WIDE x 12' DEEP P. GONG. PAD FOOTING INWARDS OF EXTERIOR WALL FOOTINGS, AS SHOWN. " I I CUTCHOGUE, NY 11935 5-O EXTENSION CONNECTING PREVIOUSLY POURED I I AT LEAST 2x To EXTERIOR)IT 2.PROVIDE (2) #5 HOR. REBAR R9UNNING LENGTH-WISE IN NEW FOOTING. DRILL 4 EPDXY PIN (12" MIN. EMBEDMENT) I I DRAWING TITLE: REBAR INTO EXI5T FOOTINGS. U �j IY U K 3.PROVIDE #5 HOR. REBAR ® al" O.G. IN NEW FOOTING, I 2"xIO" R.R. 2"xIO" R.R. °� _ °' o z o I I a o PROPOSED STRUCTURAL PLAN ORIENTED PERP. TO LENGTH OF FT6. I ® 16" O.G. � a 9 P, O�9 x p 4.INSTALL NEW COLUMNS IN NEW FT6. WHERE INDICATED, x- p,_ z- - - W BASE PLATES PER DETAIL II/A-402. I I r� ® Y 501L BEARING CAPACITY NOTE: STRUCTURAL DE516N OF FOOTIN65 ASSUMES A SOIL BEARING CAPACITY OF 1.0 TOWS.F. I pro i I I PAGE: P05T $ COLUMN DESIGNATIONS: i b:12 ITC 1) AS P05T5 4 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED -AS FOLLOWS. NOTE THAT THESE DE516NATION5 DO NOT IMPLY ri L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - , S-103 ,. 01 SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED I cV BY OTHER CONSTRUCTION DOCUMENT NOTES 4 STANDARD x PRAMIN6 REQUIREMENTS. I n ® AI (1) 2"x4" POST 0-- BI (I) 2"xb" 1-05T n DATE: 07/02/24 1 OF 16 A2 (2) 2"x4" POST B2 (2) 2"xb" POST A3 (5) 2"x4" POST ®-- B3 (3) 2"xb" POST 2"xl0" R.R. 2"xl0" R.R. A4 ® I b" O.G. ® I b" O.G. (4) 2"x4" POST ®� B4 (4) 2"xb" P05T ,E e,` `~ .� k��•', ". ': __ M R (5) 2"x4" POST (5) 2"xb" POST - - - - - - - - - - - - - - - - - - - -3-1/2" O.D. 5CH 40 5-1/2" O.D. 5CH 40 p---� 5TL. COL. (ASTM o-� 57-L. COL (A57M AI23) BY SIMS AI23) BY SIMS f: '... STEEL (OR EQ) STEEL (OR EG) PROPOSED ROOF FRAM I N FLAN f . SCALE: 1/4" = P-0" a. Q ' f� LLI Lu _J co Cy) CV O Ln O O O `— r- O u O _C CV z O o a �cu LI) v d O O 4" FRESH AIR VENT k � � O m 0 �4 N z O �l I`THROUGH ROOF Q I d +' CV Ln 1 3 I Q a. O 1 I I I n , LAUNDRY FULL BATH 3 FULL BATH 4 I 1 W ROOM (MASTER) 2" -- -,-- 7,-AQNPRY FULL BATH 5 (MASTER) I FULL BATH 4 --I--- --T-- I I ALL PLUMBING WORK --------,--- 1--�— — --- I SHALL CONFORM TO O 1 1 1 1 O 1 .2111 2 1 2 1 2„I I 1 2 1 2„1 I O � 04 q4 I �4 LOCAL PLUMBING GORE 70 IL I II I344I I Iw I PROVIDE ABE5G0 FF200 FR V 13Ip� I I U 1 v EGEND I I w 3 31 Ip 31 Ip W.G. 3 I� I �1 I 3 I� . . nl1I EXPANDING FOAM (OR EQUAL) x x x 1 xi :V x xl •v WI- I- 11I_ 1 I I ISHOWERI- I AT ALL PENETRATIONS IN FIRE ry I I HOTWATERI RATED WALLS AND � I I tt1 �I •N - ` -R i N i iry N i iry N �_ TUB N iry ry1 �ry SHOWER m f-------) SUPPLY ..�.J WASHER FLOOR5/0EILIN65. PRODUCT __1'-I---1- ' --- -- - -- -1 ---- -'------=-- -=-------�----I-' ---- ----�---- G.O. f CONFORMS TO ASTM E 814, t_.._..5._.._.._.._..—._.—..—._.._T._.._.._..L.._.._.._.I._ .—..1.._.._.._.._. —.._.._.I—.._..—t._.._..—. _. —. L..—. —. — _, �..—.._..� GOLD WATER ■ — A5TM E 54, AND UL 14'19 — SUPPLY I � FULL BATH I DOTE: j I PROVIDE "ABE500 FP200 FR U DEN POWDER KITGHEN LAUNDRY FULL BATH 2 211 ALL PLUMBING WORK DEN POWDER KITCHEN LAUNDRY FULL BATH 2 FULL BATH I 1 1 EXPANDING FOAM" (OR EGUAI) SHALL CONFORM TO ROOM GL. I j AT ALL PENETRATIONS IN FIRE ROOM —_G�-—__ ___r ——T——————r— —i————�—�____r_� LOCAL PLUMBING GORE � 1 RATED WALLS AND Op 2 1 2 1 2"1 12 2 1 2"I 1 2 1 2 1 2111 1 i CONFORMS TO A5TM E &4, r r r 1 11 1 1 I 11I 11I 1 O p� I FLOORS/GEILING5. PRODUCT •��/� � I I I I 1 I I I I I I GLEAN OUT ll I I I I I I I ASTM E &4,AND UL 14'Ta `+ � 1 I I I 3 1 I 1 AS REOtl F I I nn,, 12" i 121 W I s I I I 1 I I I I I I I 3 I j V 4` 1 Qa 3 y< I I I I 31 1 1 I -PROVIDE F.A.I. u 13 13 U 13 * 1 I 1 v 1 W.G. i W G. W i �v �v W.G. z� 10 iv 1 Io Iv z1 I� W.G. �1 IU i iV i iV ;� cV I :� NI I� p-� iv 1 1 c�v I :� %v1 �N SHOWER m NI 1=iz SHOWER ry 1 �n 2 (- ISHOWER j I5HOWER I- I- i �I I �I I m I DW WASHER -I I -1 J �I I DW WASHER --------=--�-=-------I—'---- --1 ' -- G.O. L ' --- 1 ' ---- --- ; --- -----------�___J i- li G.O. 4 WATER SUPPLY MEGH. I I SYSTEM 4 HOUSE ROOM 1 I MAIN DRAIN G.O. I i TO STREET z rWATER MAIN 4�� -----------J _.._.._.._.._.._. _.._I.._.._ ._.� TO SEPTIC SYSTEM a d � � z N z O D PLUMB I NO RISER - r�)RA I N / NASTE / VENT FLUMBINO RISER - SUFFL`r u 50ALE: NT5 50ALE: NT5 ? Q 0 z O N U z W � z 0 O OU U ei et N IL uj N a h O PROJECT: BRIDGE LANE LLC RESIDENCE 0 ° 5235 BRIDGE LANE zALL PLUMBING # v CUTCHOGUE NY 11935 FUEL 6A5 WORK SHALL CONFORM To t L MBNGLGODE d DRAWING TITLE: I FUEL 6A5 PLUMBING RISER DIAGRAMS PIPING PENETRATIONS: GAS RISER DIAGRAM 1. PROVIDE "A5E5CO FP200 FR EXPANDING FOAM" (OR EQUAL) AT ALL PENETRATIONS AT WALLS AND FLOORS/GEILIN65. 2.PRODUCT CONFORMS TO A5TM E KITCHEN 614, ASTM E 64, AND UL 14"19 PAGE: LL LL RANGE I -10 e 0 3. m DATE: 07/02/24 F 16 6A5 SUPPLY MEGH. m ROOM TO BURIED PROPANE z VERIFY SIZES x TANK z r, w/MANU. CAS RISER - SUPPLY 5GALE: NT5 i SITE PLAN HATCH KEY: Q PROPOSED DWELLING # GARAGE uj PROPOSED I.G. POOL ..... £` AP RO ED PS NOTED � -j v / DATE: 3 B.P.# - ��'/ u� FEE: i>�� BY: � Lo O �- O NOTIFY BU;LDIfl:, i�"'',`,RThfENT AT � � 765 1802 8 A°� "�v F A? FOR THE O � • O FOLLOWING INSPEM'K)NS: COMPLY WITH ALL CODES OF - 1. FOUNDATION - T4'•'O RECUIRED i N }. FIELD CROPS / NEW YORK STATE & TOWN CODES O af Z EL.=5a.2a' \� FOR POURED CON"RETE AS REQUIRED AND CONDITIONS OF .c \\ o w N 2. ROUGH - F;r,?„I;�G f< PLUMBiI\'G 3. INSULATION _.., I LD TOWiJ ZA �, x U t 4. FINAL COf l TRU:� ION M , ..--,. . - ,w _ . _,...._.. . O \ UST :, i ?BOARD , �" o � c0 BE Cv(�MPLETL 10 C.O. �;� r - O m +, NS - T4 :r y MY $ yf 4 ALL CO TRUCTI,.-;' .. ':AI_L MEET THE RUSIEES O +� � REQUIREMENTS OF THE O E CODES OF NEW , ....t . "J: ., O �° YORK STATE. NOT RESP ¢ E - ^ Q O "vA DESIGN 0 ON�iBL _ A c- ° 3 PROP. POOL R CONSTRUCTION ERRORS. �(� 2 PROP. POOL ENCLOSURE \ ENCLOSURE FENCE \ STORM WATER RU'r1OFF w _ E R STAIN S FENCE PURSCF.NT TO CHAP1111 f OWf°J COGS. ��~ , r ,,. � . +..�. � t.�e�•'¢ �>�° �`f' � °` ' -.A;,�;,'�, P g •-. _ � � R�tf ' THE T #= �` SUBJECT PROPERTY SITE LAYOUT NOTES: - x . r., r �. � r #'` p. - EL.-54. .� I. THIS 15 AN ARCHITECT'S SITE PLAN IS r :�> _; -F _ _. a` _ PROP. 4'� O- SUBJECT TO VERIFICATION BY A LICENSED OP POOL a SURVEYOR. THE INFORMATIONr 6 --- - .` _ _ r,�" PROP. 8'� �0 \�GS� S. / DRYWELL REPRESENTED ON THIS SITE PLAN IS TO THE r y ^-`-" --•+.•�Y �;, ,, ,�-"�_4`t .. _ DRYWELL /�� ARCHITECT'S BEST OF KNOWLEDGE. �� VC _ el 0 2. SURVEY INFORMATION WAS OBTAINED !r SELF y.. •. `>.' uh ,.. .. f FROM A SURVEY DATED AUGUST 16, 2022 °� '."b+�. ��. •• i GL GATE / / �� AND PREPARED BY: *�' /. . SCREEN NO- v .• .. ... J .. _. .. ..---. . -. . . _ . U O POOL EQUIP. j f Y _._. .. . . ..-.._ '.__.._.,.,_...a ..,. ... .._. . .......__..... .,.._ YOUNG d YOUNG WALL 18' 36' \ %S` 0 t 400 OSTRANDER AVENUE 255 IN-GRO POOL 16,4' �� RIVERHEAD, N.Y. I Ia01 PROP. BURIED j (SEPAR TE ILING) TELEPHONE: (516) "12'1-2303 LOCATION MAP �� }�I�� Q ° - I W --__NATURAL GAS LINE --,,- _ - Y PROP. WATER SUPPLY LINE' _ \ SCALE: NTS Z I - ---- I - -0 /�\ r SCALE: NTS O -_------i8.4' ON GRADE PATIO O 220� uCCUPANCY OR BASEMENT - r o/ \ USE IS UNLAWFUL Cl �, ENTRY STAIR /�� � 1 B 2-57ORY NO. FR./ DWELLING $ GARAGE COVERED WITHOUT CERTIFICA'► �� �T w/ BASEMENT uj PATIO \ (6 BEDROOMS) N � t OF OCCUPANCY �• Q1I�-� 'p --- F.F. EL.=55.1' - -- --- --- -- --- - -- �] I` I 11 ➢' / O/ / GAR. EL.=54.0 / 5 , SELF \t _ CP PROP. 8'm 0j, �; CLOSING -FROFOSED 1 2 STORY FRAME DNELL I NCc 4 C ARAC E �600 •00 PROJECT LOCATION & SCOPE Q I DRYWELL _ j N PRO. I 6 XI2' GATE VACANT LOT PLUN�P . - _ - / / G.O. i I COVERED -� \ ALL PLUMBING WAS�'E.': FROFOSED I N-GROUND FOOL SITE PLAN & ZONING DATA - srooP &WATER LIKES NEED % - -i TNG AEI=QRE C01/ERIN -PROPOSED I/?� OWTS 50 FRONT YARD SETBACK 1 AG PAD. 20.0' J 20.0' 0 DRYWELL ` � o �-002 .®0 ' GENERAL NOTES I TEST \ _ _ i ENERGY TABLE __-------.-_.--_-- I HOLE #2 STRUCTURAL DESIGN CHARTS FRO CT DATA : PERVIOUS DRIVEWAY PLUMBER CERTIFICATION - H6'LDOWN, ANCHOR BOLT, � I CERT/FICATEOFOCCUPANC r ST' APPING, & NAILING DETAILS o - ON LEAD CONTENT BEFORE _ ,I � Q � 4 PARKING \ , --_- - �_�--_ - -_- �- - - - --• ---- - / � '? , PROECG'' ! ZONING DATA G� FASTENING PRO.L_ ___ I ELECT. SOLDER USED IN WATER - 0` e METER \ „n SCHEDULE I __ SUPPLY SYSTEM CANNOT - --- _-______-_�_ _ _ _ _ EL.=53.80' PRO. PRO. I c 1000-84-1-6.1'1 t TAX N:,�P # � PROP. BURIED ELECTRIC LINE EXCEED 2/100F 1/ LEAD. �--=__ __ ---__-__ =_-_---_- li `i n. �-�00�.00 I FRAMING GRAPHICS �\ \ ZONING DISTRICT 1/� `Q,l ' AG / NO �" BEAMCONNECTION PATTERNS - - - - - - - - - - - - - \ - -- - --- __ FI:..BLOCKING DETAILS Nla°23'20"W I61.'17' EL.=53.38' \ LOT AREA VACANT LOT O.a ACRES (1 3 pq I O 1 .00 PROPOSED - - - ----- I � ol SUFFO_K COUNTY HD APPROVAL PERMIT # PENDING � FOUNDATION PLAN \ - - - --- - --- - - w � � \ t �I� PROPOSED II PROPOSED � N\ \ TRUSS PLACARDD"DIG REQUIRED HABITABLE GROSS �- SPACE AREA - B10c�rer door Must provide Manuals ` FIRST FLOOR AREA ffi 02 .00 PROPOSED FIRST FLOOR PLAN and ductwork �\ \ I, 2 556 S.F. 1andSasper \ . uired. � -_ \ SECOND FLOOR AREA 875 S.F. _ _ -- p' Frier Codc testing req \ t _ 875 S.F. - - -- -GO NOT PROCEED WITH cw \ FFAft41�,G UNTIL SURVEY NYS b� \ AREA TOTALS 2,�1a3.0 S.F. 5,451.0 S.F. ------ ------- \ �%RUN6 ATION LOCATION I - __-- -- -- - --- A- 105.O0 PROPOSED SECOND FLOOR PLAN o h5 BEN,-APPROVED. -- _ - ---_ - - ---_-- \ -p All exterior lighting o 5 HOLD TOWN CODE 280-207`(A)(I) _T�! �- j \ PROJECT: installed,replaced or \ \ s .9 LOT SIZE /AREA IN li ALLOWABLE TOTAL # repaired shall conform ` \\\ O�i� ` I EXCESS OF 40,000 _ - - 40,1a5.0 S.F.----- - 1a5.0 S.F.---- _ - = GFA--- -_� GFA - I BRIDGE LANE LLC \ �O TEST HOLE 2 DATA �20I .®® PROPOSED EXTERIOR ELEVATIONS FROM FILED MAP to Chapter 172 \ \ (e) LOTS CONTAINING UP VACANT LOT w/ t \�G TO aO,000 S.F. I MAX.S.F. of the Town Code ALLOWABLE S.F. / PLUS 5Y _- - __ _ - --_ - =i= -- - J '� RESIDENCE PROPOSED \ \�� t -_ " DWELLING \�� OF EXCE55 LOT AREA �I. 5,100.0 S.F. a.8 S.F. 5,1Oa.8 S.F. 4,056 S.F.�I �d+ �) OA (PUBLIC WATER oVER 40,000 - -202 •00 PROPOSED EXTERIOR ELEVATIONS PROPOSED) \ �� \ - -- -- - ----- - ----- -- - - - - -- - �-- BRIDGE-BRaBO�L�4N E LOAM LOT COVERAGE CUTCHOGUE, NY 11935 4.0'- - - - j` \ DESCRIPTION (FOOTPRINT) AREA LOT COVERAGE ®�OI BUILDING SECTIONS DRAWING TITLE: TOTAL LOT AREA - _L _ _ 40,1a5 S.F. ~--= - - - ` \\ _ _ 1 PROJECT LOCATION & SCOPE HOUSE 8 GARAGE 2,681 S.F. b.�3� SITE PLAN & ZONING DATA -NG -__ --- --- DESIGN DETAILS sAr�a PROP. INGROUND POOL 648 S.F. I I.6Y A-40I .00 \ - 136 S.F. j 0.33o t \ PROP. STOOPS II \ DROP. PATIOS >B--ABOVE GRADE -- ----___- -- _- - -- - - - - -- i PAGE: BURIED ELECTRIC LINES TO ` \l --_---_-=_-- _ - 3.�3b --- ----- - � PROP. UTILITY POLE w/ ' 1,4"il S.F. BOTH ADJOINING LOTS TOTAL AREA OF ALL STRUGTURS MUM LOT COVERAGE F. 12 39 1 �I -= - _--� -- PROPOSED STRUCTURAL PLANSDow, Is.O' 0 ALLOWED - 2090 e COMMENTS:��wA� EL.=52.52' � Cl? --_•---- -------�---•-----�-----___-----_-- w\ V ■ 001ft, 0% DRAINAGE SYSTEM CALCULATIONS: / � - --- - MAIN BUILDING - ------- - ---- -- - ---- _--�' - --; RECUIRED T G ROOF AREA= 2,556 Sq. Ft. / - PROPOSED STRUCTURAL PLANS DATE: 02/15/23 1 OF 15 2,556 5q•. Ft. X 0.1-7= 455 /� FLAG LOT REQUIRED EXIST. PROPOSED COMPLIES 435/42.2= 10.3 VERTICAL FT. OF 8' DIA POOL REQUIRED V PROVIDE (5) 8'0 X 3.5' DEEP DEEP DRYWELLS / - FRONT YARD 50.0 0.O 50.0 - ( YES - - -- - DRAINAGE SYSTEM INSTALLATION NOTES: 50.0 0.0' 58.4' YES �- I �� PROPOSED STRUCTURAL PLANS � � M.ED p c� FRONT YARD I • A MINIMUM OF 10' 5EPARATION IS REQUIRED BETWEEN DRYWELLS d _ > TI ITY LINES SEPTIC SIDE YARD -- -0_ j O O' =1=- �11� ��� _ ---- WATER SERVICE LINE, UNC ERGROUND U L 2 O 20.8' YES r COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS AND THE EDGE OF ALL FOUNDATION WALLS "® _ • A MINIMUM OF 5' SEPARATION 15 REQUIRED IBETWEEN DRYWELLS 4 REAR YARD 60,0' O.O' 80.8' YES CONCRETE SLABS AND PROPERTY LINES --- - - - - - -_-- -- --_= -- -__-__-_-• -=- __- -'_ _-_--- • CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL �- 10 I ,00 DWV/ WATER SUPPLY RISER Nam, y, c a GAS RISER '9). 3' 40' l0 FOF N�� S 1 TE FLAN . SCALE: 1" = 20'-0" NOTES Si� �G I I GAT I GNS CARPENTRY WOOD FRAMING MATERIAL STANDARDS __ - __-- -- - - __-- - _- \ / -- - 1�I=G __ - -_- - -_---- -- IT I5 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS GON5TRUCTION DOCUMENT BINDER I. ALL LUMBER SHALL BE DOU6LA5 FIR LARCH #2 d BETTER (Fb = 8"15) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE FOUNDATION,CONCRETE, AND MASONRY ABBRE Y I AT I O I�4 J 0- TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT _ _ ____ ________ __ _ _ __ ___ _ - -- PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING ,BD. BOARD ' Q SPEGIFIGATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE IS' ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE 8" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF __---_ INSUL. ]I INSULATION -- - - - -- -- - -- J - - - -- - - I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. !BFE BASE FLOOD ELEVATION I TNT. jI INTERIOR w GENERAL APPLICABLE BUILDING DEPARTMENT_ 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 � - -- -- -- --- __ -.- - --- I __ 2. ALL FOOTINGS TO BEAR ON FIRM VIRGIN, UNDISTURBED SOIL - - -- =[__ - - -- - - �, W PROVIDE SILL SEALANSULATION. SIZE OF SILL TO BE (2) 2 xb ,UNLESS (1) 2 xb (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD BLDG. [BUILDING - 11 K KIPS (I000 LBS) -j C) 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCILS HOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT.,U.O.N. ALL DIMENSIONS,CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING APPLICABLE AS A DERIVED WORK). - - I_ ---- STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY "TEGO' OR B-� , BEAM 1 MANU. SPEC.'S MANUFACTURER'S SPEGIFIGATIONS l 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE,UNLESS -__-- -- --_- _- -_' - - - �`_-_ _�� - --_ - ---- -_-- ____= J Q EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, OTHERWISE NOTED B.O. ��OTTOM OF MAX. (MAXIMUM N 3. ALL WORK SHALL CONFORM TO NATIONAL,STATE, AND LOCAL CODES PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, -- -- --_-! -- - - __ -___ __ -_.__--- -____- -__ _--- - � - ___ _________ _-_,,-- ___ 1 O O AND AUTHORITIES HAVING JURISDICTION. 5. MINIMUM,DOUBLE HEADER5 AND TRIMMERS AROUND ALL OPENINC75 IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD,AND STRUCTURAL , 5• WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. BOT. I BOTTOM l� D I_ /^ FLOORS,ROOFS, AND WALLS. PANELS,SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING -_ __ . ! li _ - LMEGHANIGAL w r (0 -_- - -__- -. - - __7 O w -- - -� - - - -- MECH. _ - - - r- - --- -- 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY RULES SPECIFIED IN 1.1 THROUGH I.B. 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS B.O.W. I:BOTTOM OF WALL MIN. 1 MINIMUM I _ OF THE OWNER/BUILDER 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS,POSTS, AND BATH TUBS, UNTIL 151 TIER OF FRAMING IS IN PLACE. -_ - -- _ }- - _ ._ - 5. ANY OMISSIONS OR DISGREPANGIE:S OF PLANS AND/OR JOB CONDITIONS INGLUDIN6 END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED [- CEILING JOIST �[NAVD88 NORTH AMERIGAN VERTICAL DATUM OF Ig88 L LO Z �. U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, G.J. 7. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. I-==_- _ __ _-____ _� _ ___ _ SHALL BE CLARIFIED KITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE SRADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY WHIGH PARTICIPATES IN AN ACCREDITATION PROGRAM,SUCH AS THE 10 I, _ - NYC BG �i NEW PORK CITY BUILDING CODE •C WITH THE WORK. b. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED CONT. CONTINUOUS O.G. ON CENTER v _ N GO �COLUMN 8. MIN. HEADER TO BE (2) 2"xl0" UNLE55 OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE - - -- �� )� - 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL 5Y5TEM SHALL BE MADE GRADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR J - -- 0 U SOLID WITH CONCRETE. 1i � UNLESS APPROVED BY THE ARCHITEGT/ENGINEER. qP.ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE IINNE5 UINIA OF THE S OF GRADING AGENCY IHI COMMERCE PKITH THE q. ANCHOR BOLTS SHALL BE IN AGGDRDANGE WITH PAGE G-003. DBL. i DOUBLE - - - - 1 OGG. OCCUPANCY - �� 0 O m -4., O - CH COMPLIES T. U.S •T. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS I - - - - --- - - BEFORE THE START OF FRAMING 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 L- -- -�! - N - I 'C O • -E-r In DAYS OF 4,000 P.S.I., U.O.N. DFE DESIGN FLOOD ELEVATION PBFE _ PRELIMINARY BASE FLOOD ELEVATION c ONO ON PAGE 0-003. GENERALLY,SHEATHING IS OF I/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTO A I q0.1 STRUCTURAL GLUED LAMINATED �I Q O 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. ROOF AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. DIM. DIMENSION II. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH 1 P. GONG. POURED CONCRETE APPLICABLE. i"- _ -- -- --- 0) - -- _ -_ ----- q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUI T 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED iI, D.J. DECK JOISTS [I PL. PLATE 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER WOOD I JOISTS SHALL MEET THE PROVISIONS OF ASTM P5055 r - - - � _ _ _ 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. -- _ - _ -- 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, 11. SUB FLOORING,GENERALLY,TO BE OF 3/4" THICKNESS AND OF COX GRADE. STANDARD 5PEGIFIGATION FOR ESTABLISHING AND MONITORING EA. EACH CERTIFICATES,GERT. OF OCCUPANCI! OR COMPLETION AND U.L. APPROVAL NAILING AS PER FASTENING SCHEDULE ON PAGE 0-003 AND GLUED,U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - PLYWD. �;PLYWOOD DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL ' ELEV. ELEVATION - - (I) WALL TIE PER (3) SQ. FT. P.T. II. THESE SET OF DRAWINGS ARE THE: PROPERTY OF ANTHONY PORTILLO,RA 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE [ �I�PRESSURE TREATED -I -_- - - _ _ _ AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN APPROVED EQUAL. EVALUATION REPORT. 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, I EQUIP. EQUIPMENT �[REO'D ,[REQUIRED -4-J PERMISSION FROM THE ARCHITECT. __ _ -- - _ _ __ MAX. 32'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. _ --- ----- __ - - 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF EXIST. EXISTING \ 15. APPLY(1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. _- _ _ �L I _ ��RISER ____ _____ _ -,� v RESPONSIBLE FOR DESIGN INTENT ONLY. ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF 7�- RM. ROOM FROM FOOTING TO 2' ABOVE FINISH GRADE. EXT. EXTERIOR --- - - - -- - - - _- - - _ _ 14. PROVIDE 'X' GRO55 BRACING AT JOISTS, STUDS,AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOGUMEN, THE - _--I__. _ l l i rn - _ ---- �� - - JL - - - 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. EXCEED 0'-O" AND AT EVERY 8'-O'. GOVERNING BUILDING GODS, AND ANY ADDITIONAL REQUIREMENTS AS 16. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES I F.A.I. - I;FRESH AIR INTAKE R.R. - -- ROOF RAFTER l SET FORTH IN THE MANUFACTURER'S GORE EVALUATION REPORT. OF 40-F AND FALLING,UNLESS APPROVED BY ARCHITECT/ENGINEER. NO i -- - - - -- _ ____ _ _ 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS,SEE ALSO PAGE CONCRETE SHALL BE PLACED ON FROZEN SURFACES. FAR 1, FLOOR AREA RATIO STL. STEEL ' TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL 0-005. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED _- _ 1- _ -____ _ _ � _ _ J� - - 1 3 RUBBISH, WASTE MATERIALS, TOOLS, ETC.,GLEAN GLASS AND LEAVE WORK WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE _- _ -- _ 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY F.A.V. - I FRESH AIR VENT S.V. SMART VENT I BROOM GLEAN. 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS C70VERNINO BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS ARCHITECT/ENGINEER. -_ _____ _�_ -- FF -- -- -- -- - -- - - --__-- -1 __�_ + NEGE55ARY. I8. PROVIDE BITUMINOUS JOINTS BETvVEEN SLABS AND FOUNDATION WALLS AND FINISHED FLOOR �I TBD [TO BE DETERMINED 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE 11 LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES I'T. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES G-005. OR THE MANUFACTURER'S CODE EVALUATION REPORT. CONNECTED WOOD TRUSS GONSTRUGTION, THE TRUSS DESIGN DRAWINGS, WHERE EVER APPLICABLE. - - _- _ _ -- . 1 = --I U AND ORDINANCES. FF ELEV. FIRST FLOOR ELEVATION I�TEMP GL. �,TEMPERED GLASS 1 0. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST A5 PER CODE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL - I - - I6. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF GENERALLY,SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. 506 MEET THE PROVI5IONS OF ASTM C56 SPECIFICATION FOR GYPSUM Iq. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A - FLOOR JOISTS l:THK. THICK t( THE 5UB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER FLOOR SHALL NEVER EXCEED A IV' SPAN. WALLBOARD, ASTM C37 SPECIFICATION FOR GYPSUM LATH,OR ASTM G7q MIN. 10" DEEP PROJECTING b" ON EACH SIDE OF THE FOUNDATION WALL. - _ ,i __ _ - _ _-- a __ - - - - - i 1_ F.J. I I COMPLETION OF PROJECT. SPECIFICATION FOR GYPSUM SHEATHING BOARD. CONCRETE DEFORMED �AVE bxBb IRO 10 WELDED WIRES CONTINUOUS IN HREINFORGNS.E FOOTING. LL 4' THICK �UND.- FOUNDATION III T.O.H. TOP OF WALL -- - ---- - - _- Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING -_ -:! < - I?. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, AS PER PAGE G-003. LT HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL 20. FOR SECOND STORY ADDITIONS,EXIST. FOUNDATIONS ARE TO BE VERIFIED FRCS Ij FLOOD RESISTANT CONSTRUCTION ELEVATION I[Tr [TREAD ARGHITEGT/ENGNEER, AND THEIR AGENTS AND EMPLOYEES FROM AND MEET THE PROVISIONS OF ANSI/AHA A135.4 BASIC HARDBOARD OF m AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INGLUDIN6 20. "P.T.' SPECIFIES PRESSURE PRE5ERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. AS IN DEEP ff 3LI 4 SOUND OW GRADE WITH AN EXIST. FOOTING OF MIN. I6" WIDE x 5" FR• l'. FRAME I TYP. TYPICAL ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF ACCORDANCE w/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD ___ _ - _-__ �, ----- -- _ _ _ ____ � THE WORK PROVIDED THAT ANY SUCH CLAIM,DAMAGE, LOSS OR EXPENSE (A) TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.5 STRUCTURAL PANELS: INJURY SICKNESS DISEASE OR DEATH OR TO GLASS WINDOWS AND DOORS - FRPR. �I FIREPROOF - - - - -�!U.O.N. - �IUNLESS OTHERWISE NOTED -- IS ATTRIBUTABLE TO BODILYMETAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD I. ALL GLASS TO BE INSULATED LOW E,UNLESS OTHERWISE SPECIFIED. _ INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.5.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL l( --- -- ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM). (B) 15 CAUSED IN CONTRACTOR 15 TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE FTC. TI FOOTING _]VERT. J`VERTICAL 2. GLA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER - _-- 1-- --- - -,-- WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE MANUFACTURER SUCH A5: HANGERS, NAILS,SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD 1 (PS 1) CONSTRUCTION AND CLEARANCES ARE PROVIDED. GYP. BD. GYPSUM BOARD 1 V I.F. VERIFY IN FIELD 7; CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. FOR LOCATIONS SUCH AS: LEDGER BD.,SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY ___ - F--- -- ___--- _ _ -_= I_----__ _��___ __ __ _ - _ EMPLOYED BY ANY OF THEM,OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR 3. ALL SLIDING GLASS DOORS,SKYLIOHT5, AND ANY GLASS UNIT INSTALLED I WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLASS, �, H.D. I HOLD DOWN _1i W/ -1 WITH 1 BE LIABLE REGRRDLE55 OF WHETHER OR NOT IT IS CAUSED IN PART BY A - ---- --- --- _ _ ___--- _ _ _ __ _ _ - PARTY INDEMNIFIED HEREUNDER. 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. UNLE55 OTHERWISE NOTED. I HDR _ HEADER )i WD. I WOOD Ia. ALL MATERIALS,ASSEMBLIES,AND METHOD OF CONSTRUCTION INCLUDING - - --_ _ --- < HNGR HANGER --- - �ZR -- l A. TRUSS JOIST McMILLIAN LcIE MICROLAM = - -- - " - _ - - -__. B. GEORSIA PACIFIC 2.OE G-P LAM 1.8.2. ORIENTED-STRAND BOARD (OSB),WAFERBOARD ORIENTED-STRAND 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH 1 ) �� ---- - - - - " ----- l BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING,NAILING, PLACING P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARO USED IN STRUCTURAL IONS SHALL MEET MANUFACTURERS SPECIFICATIONS. _ - ]�__ _ - _I, _ I ZONING RESOLUTION - 1 OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR A. TRUSS JOIST MGMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY l - - -TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, ALL TO BE INSTALLED AS PER MANU. SPEG.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE HOR. HORIZONTAL APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS =ROM THE DRAWINGS _- -- - - STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR ENERGY CONSERVATION CONSTRUCTION CODE. -- - - AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT 1^RI77EN 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. _ _ AUTHORIZATION OF THE ARCHITECT/l`_NGINEER• FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR - _- - - - - _=- - --- ____ - -_- - __ - - -_- -I, Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.5.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. �I �I �I _ CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A208.1 AND ANY I I `t S U L A 7 I O I `l $ F I `t E S T R A7 O N R E O U I E�E N 7 NEEDED,UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL PERTAINING ARE TO BE FIELD VERIFIED. 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. ----_----- - NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE 20. CONTRACTOR TO REMOVE d RELOCATE AS REQUIRED ALL EXISTING WORK OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL L&A. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 8. ALL GLA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AIg4.1 CELLULOSIC SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. PROPOSED DESIGN CODE PRESCRIPTIVE VALUE � EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM G208 STANDARD SPECIFICATION FOR If COMPLIES 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH VALUE CITATION (PER 2020 NYSECCG-) lI I SPECIFICATIONS, UNLESS NOTED OTHERWISE. HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF THE -- - - - - - - - - - - - - 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH --- --_ -- L !I I ' 22. PROVIDE FIR:EBLOGKINS AS PER: NEW YORK ACCESSIBILITY STANDARDS. 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REOUIREMENT5 OF U.S. THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE r MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I CHARACTERISTICS ARE AS FOLLOWS,BUT NOT LIMITED TO: DESIGN PRESSURE, jj U-VALUE = 0.25 MAX. U-VALUE - 0.32 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY THE STUD LENGTH SHALL NOT EXCEED 255G OF THE ACTUAL DEPTH. BORED (PS- U, THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL ROUGH OPENING,U-FACTOR, LIGHT AREA,`LENT AREA, AND EGRESS FENESTRATION U-VALUE ;I AIR LEAKAGE = 0.30 GFM/SF MAX. AIR LEAKAGE = 0.50 GFM/SF YES UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION REQUIREMENTS. 1! PER R402.4.3 4 TABLE R402.1.4 - CLIMATE ZONE 4 COPYRIGHT PROTECTION ACT OF IggO (AWGPA),WHICH HAS SEVERE PENALTIES. OF THE HOLE SHALL NOT BE CLOSER THAN 5/b" TO THE EDGE OF THE STUD. REPORTS. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE GENERAL WIND PROTECTION CONNECTION NOTES: c 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL TEMPERED GLASS. ,' MIN. R-VALUE = 4q I ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL 25. FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. l CEILING R-VALUE 1',R-4q BATT INSULATION PER TABLE R402.1.2 - CLIMATE ZONE 4 YES CONSTRUCTION;SSTD 10-qq AND 2018 550 HIGH WIND EDITION WOOD FRAME CONTRACTORS ATTENTION IS DIRECTED TO TIC APPLICABLE DETAILS, II. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. _ __ __ -- == __ _-- -- __ _ NOTES, AND TABLES ON PAGE 0-003 $ 6-004. THE FASTENING SCHEDULE GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE I1 __ - GONSTRUGTION 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 18.2.1 SQUARE AND MIN. R-VALUE = 35 I - I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, SPECIFIES THE REO'D NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). MISSILE TEST OF ASTM Elqqb AND ASTM EI886 AS MODIFIED BY 2020 NYS BC 1 CEILING R-VALUE FULL HEIGHT OF UNCOMPRESSED INSULATION TO I SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING SECTION 501.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET R-38 BATT INSULATION FLOORS,STUDS AND ROOF FRAMING SHALL BE PROVIDED. (WITH ATTIC SPACES) EXTEND OVER THE WALL TOP PLATE AT EAVES YES SCHEDULE). HOLOOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 222. LAG SCREWS: LAG SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ THE REOUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR I ANSI/DASMA 115. �I PER R402.2.1 d TABLE R402.1.2 - CLIMATE ZONE 4 � 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS d MANU. 5PEC.'s). ASME B18.2.1 SQUARE AND HEX BOLTS AND 5CREW5 (INCH SERIES). -- _ - --- _ ____- _ _ II __ ___ _ INCLUDED IN THE STAANGERWIBUILDING t MANUFACTURERS RECOMMENDATIONS.SECTION HOEDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 23. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE,WOOD STRUCTURAL PANELS WITH !EXTERIOR (2"x6") WOOD - I MIN. R-VALUE = 20 (CAVITY) f Z BE USED IN ACCORD 2 i R 21 BATT INSULATION �i YES W I AND NAILS EXPOSED 26. COLUMN BEARING A5 FO{LLD SOLID TO FOUND. WALL w/END GRAIN SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DONSTRUGTION BE PERMITTED AS 6LAZNG PROTEC55 OF NOT LESS THAN J"TION PANELS SHAND A SPAN OF �L B�PREGUT THAN AND HALL FRAME HALL R-VALUE �I -- - - 1I PER TABLE R402.1.2 - CLIMATE ZONE 4 1 3. METAL PLATES,CONNECTORS, 5C.REW5,BOLTS WOOD POSTING TO BE BLOCKED STANDARD FOR METAL PLATE CONNECTED WOOD TRU 5 G _-- _ - _ _ ___ _ _ I i DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL TREATED WOOD d FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE j'I -�i 1 I 0--- SECURE w/(2) 1/2" cp ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE I FLOOR R-VALUE R-3o GATT INSULATION PER TABLE R402.1.2 - CLIMATE ZONE 4 YES - - -----.-I--- AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED 5ALVANIZED. WALL w/STEEL SHIMS b A MIN. 5/4' OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. PR:EDRILLED AND SECURED WITH THEATTACHMENT H RDWARE PROVIDED AS MIN R-VALUE - la 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL EXIST. WALLS S 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND R301.2.1 2. ATTACHMENT HARDWARE SHALL BE PERMANENT I; _ ____________ _J _ __ - 11 SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING(® MIN. W' SAGE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, CORRO5ION-RE515TANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED N ---- - ----- ----- -_ -_-i- ---_-_ _ _I, LL PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS,HEADER STUDS WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED 0 POSTING, U.O.N). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL ON THE BUILDING. TO STATEMENT: � -- - - AND AT LEAST ONE STUD AT EACH SIDE OF OPENING HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING GORE AND ANY TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT THESE PLANS AND SPEGIFIGATIONS ARE IN PLUMBING COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 [RE]. Q ADDITIONAL REQUIREMENT5 AS SET FORTH IN THE MANUFACTURER'S 1. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT(DWV) __ __ 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ H RAFTERS EXCEPT WHERE COLLAR TIES OF 1'xb" OR 2'x4" LUMBER IS STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) $ ANCHOR BOLTS, GODS EVALUATION REPORTS. SYSTEMS TO NY5 PLUMBING CODE AND NY5 DEC REGULATIONS. LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE &" LONG 225. NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD TABLE R5OI. 1 RAFTERS. w/6" RI5E d w/(2) 3/4"O BOLTS THROUGH CENTER LINE OF VERTICAL LEGS SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES,AND STAPLES. 2• PROVIDE HOT AND COLD SHUT OFF VALVES AT ALL FIXTURES. � 1 CLIMATIC $ OEOORAPHIG DESIGN CRITERIA SET b" DIST., U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE G-003. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS , - -- _ - - ___ _ - ---j PROJECT: 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. ASPHALT ROOFING SHINGLES 3. ALL WATER PIPING TO HAVE GLEAN OUT5 AT ALL CHANGES IN DIRECTION i _ i I. ALL SLOPED ROOFING 5HINSLES SHALL BE GAF-GLASS-A ASPHALT ROOFING 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES -- - - - SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND AT BASE OF VERTICAL WASTE PIPES. 16ROUND SNOW LOAD 25 LBS F_____ - - - -- -- 1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY SHINGLES OR APPROVED EQUAL. AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE ALLOWABLE BRIDGE LANE LLC I6" WITHIN 4' OF EXTERIOR CORNERS. MANUFACTURER'S CODE EVALUATION REPORTS. 4. USE 4 CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT 1/8 PER STRUCTURAL MEMBER i BASIC WIND SPEED 150 MPH � 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT,UNLESS OTHERWISE FOOT. _- ­ - IF DEFLECTION 1 -__ _I) _________ __ 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED NOTED. ALSO, GONTRAGTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE 2.2.1. SCREWS: SCREWS SHALL COMPLY WITH ANSI/ASME B I8.6.1 -_- - r RESIDENCE TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER AND WATER BARRIER FROM EDGE OF EAVE TO 24 INSIDE EXTERIOR WALL 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS,UNLESS OTHERWISE NOTED: EXPOSURE CATEGORY B KITCHEN SINK...................... RAFTERS HAVING SLOPES GREATER THEN 3/12 I OF " AND 3"x3"xA" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE MECHANICAL CONNECTIONS: 2 L/I80 I - 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF WOODSGREWC(INCH SERIES). LAVATORY........................... 2 VV/NO FINISHED CEILING ATTACHED TO RAFTERS PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR � SEISMIC DESIGN CATEGORY B BOLTS SHALL HAVE A MINIMUM EMBEDMENT OFT' IN GONGRETE/MA5ONRY _ __ ___ ___ __ LINE. 8 24" FROM ALL VALLEYS, D T D , CONSTRUCTION. SHOWER/TUB............................................2' I - - -- - - - - FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12' OR CORNERS I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE ..........................................2" I INTERIOR WALLS b PARTITIONS H/I80 I AND AT SPACING NOT EXCEEDING 4' ON CENTER. SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. - TOILET.........................................................3" I- WEATHERING SEVERE i 5395 BRIDGE LANE 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S - LAUNDRY ..................................................2" -.____-_- -_---_. __ CODES AND REFERENCE STANDARD: SPECIFICATIONS. 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED - FLOOR DRAIN...........................................3" I FLOORS $ PLASTERED CEILINGS L/360 - FROST LINE DEPTH 3'-0" 1 CUTCHOGUE, NY 11935 I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK BY "SIMPSON" MANUFACTURER. __ _ STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE,2020 5. NAILING OF ROOFING SHALL BE TO CODE. 6. ALL SYSTEMS TO HAVE ONE 5" MAIN VENT STACK AND INCREASED TO 4" ALL OTHER STRUCTURAL MEMBERS- L/2`(O TERMITE MODERATE TO HEAVY I NEW PORK STATE PROPERTY MAINTENANCE CODE,AND 2020 NEW YORK 3 ALL LOADING N 'S MP CITIES SHALT MATCH EXACTLY OR EXCEED RE MAY BE VALUUERAL THROUGH ROOF. - I � --- -.-_ --- L--- -.-- DRAWING TITLE: STATE ENERGY CONSERVATION CONSTRUCTION CODE. 6. CORROSION RF-515TANT II GAGE ROOFING NAILS AND I6 GAGE STAPLES ARE PERMITTED -f. PROVIDE FROST PROOF HOSE BIB5 WITH EASILY ACCESSIBLE DRAIN d EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 I - -- -- -- - . - 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY ICE BARRIER REQUIRED YES GENERAL NOTES " DRAIN GOOKS AS REOV. HOSE 6155� SHALL BE PROVIDED WITH BACKFLOW - WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2015 WOOD FRAME 7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR LOADING VALUES ARE LESS THAN WHAT IS SPECIFIED BY 'SIMPSON PROTECTION. I - ____-__---_ - - � 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED - --_ _____ CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 4 PAPER ASSOCIATION 2:12 PITCHES TO 4:12 PITCHES EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES � L/24o ENERGY TABLE (AFSPA) AMERIGAN WOOD COUNCIL (AWG). 5. WASTE FROM CLOTHES WASHERS AND LAUNDRY TU85 ARE TO BE PROVIDED &. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER WITH BACK FLOW PROTECTION. EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FIN15HE5 L/120 STRUCTURAL DESIGN CHARTS 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE THE SEALANT TO UPLIFT FORGES U51NO ASTM D 6381. MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. - - 1 PLUMBING CODE. GYPSUM WALL BOARD q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER HEALTH DEPARTMENT STANDARDS AND REGULATIONS. -- _ _- -__ - ______ --- -__ _ ___ _ ____ - __- 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE SPECIFICATIONS OF THE PRODUCT BEING INSTALLED - ii COMPOUND METHOD. MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS CODE. 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING,UNLESS 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY TO CONGEALMENT OF PLUMBING. STRUCTURAL DESI ON LOADS PAGE: 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC OTHERWISE NOTED. WATER RESISTANT(W.R) AT BATHROOMS AND WHERE ARCHITECT CODE, NFPA-10 AND 2020 NEW YORK STATE ENERGY CONSERVATION II. NOTCHING AND BORING OF STUDS„JOISTS,RAFTERS AS PER BUILDING CODE. I -" DEEMED APPLICABLE. - - -- -- 8. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM USE LIVE LOAD-i DEAD LOAD _1 u 'OUR L 0 22m 0 0 0 CONSTRUCTION CODE. NO NOTCHING AND BORING OF 5TRUGTURAL MEMBERS SHALL BE PERMITTED SWIMMING POOL 8 HOT TUB 3. 5/8",ONE HOUR RATED,TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED NOR ANY POTENTIAL DAMAGE THEREOF. �---_- I. IN-GROUND POOLS SHALL BE DESIGNED AND CONSTRUCTED IN CONFORMANCE (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. ELECTRICAL: WITH ANSIAPSPAOC 5 (AMERIGAN NATIONAL STANDARD FOR RESIDENTIAL IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING EXTERIOR BALCONIES 40 psf 15 sf I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM __ ______ _ _ ___ ______ _ _ T - p_ I: INGROUND SWIMMING POOLS, 201U EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL MECHANICAL. FUEL GAS: 2. PERMANENTLY INSTALLED SPAS AND HOT TUBS SHALL BE DESIGNED AND CONCRETE PANELS OF 5/5" THIGKNE55 MINIMUM. TO 2017 NATIONAL ELECTRIC CODE,, NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE. DECKS 40 psf 15 psf CONSTRUCTED IN CONFORMANCE WI"FI ANSIAPSP/IGG 6 (AMERIGAN NATIONAL IDGES SHALL BE . MECHANICAL AND FUEL GAS SYSTEMS SHALL COMPLY w/THE -- ------- --- I� DATE: 02/15/23 2 OF 15 STAN5. ANDARD FOP,OUTDOOR SWISIDENTIAL PORTABLEMM NO POOL SHALL BE SURRO- SPAS UNDED BY A TEMPORARY APED AND SHIM 5PA5, .2015) 4. FIN15H �RECEIVE THREE COANT5,J-BEAE)S, NAIL TS OFEJO�RGOMP UND.NERS,AND EALLOW 24 HOURS NYS MECHANICAL CODE AND FUEL OAS CODE 2.GOMPLETIONTOOR VWI�LRLKFURNISH A FIRE UNDERWRITERS CERTIFICATE UPON PASSENGER VEHICLE GARAGES I 50 psf AS PER PLAN BARRIER (MINIMUM 48" IN HEIGHT) DURING INSTALLATION OR CONSTRUCTION TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. 2. ALL MECHANICAL SYSTEMS, APPLIANCES, d EQUIPMENT SHALL BE LISTED, THAT SHALL REMAIN IN PLACE UNTIL A PERMANENT BARRIER IN COMPLIANCE 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND LABELED, d INSTALLED IN ACCORDANCE w/ MANUFACTURER'S SPEC.'S 8 CODE. 3. SMOKE 6E GENERALLY,VERIFY PRC�VNDE HARD WIRED ATTICS WITHOUT STORAGE (MAX CLEAR HOT< 42") 10 psf 15 psf KITH LOCAL AND STATE RESIDENTIAL BUILDING CODES 15 PROVIDED. __ 4. SHIMMING POOLS SHALL BE COMPLETELY ENCLOSED BY A PERMANENT ALL OPENINGS. ATTICS WITH STORAGE (MAX CLEAR HOT > 42 ) 20 5f 15 psf �REDA 3. ALL FUEL GAS SPACE HEATING APPLIANCES IN RESIDENTIAL BUILDINGS SMOKE DETECTORS w/BATTERY BACK-UP IN: BARRIER COMPLYING WITH SECTIONS R326.4.2.1 THROUGH R326.4.2.6 OF THE „ ' 202o NYS RESIDENTIAL CODE. 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 0-003. SHALL BE EQUIPPED w/ FLAME SAFEGUARD DEVICE WHICH SHUTS OFF THE FUEL _ p p �`r0� �� Cyr 5. BARRIERS,BARRIER GATES, LATCHES, ALARMS AND MECHANICAL FUNCTIONS SUPPLY TO THE BURNER WHEN THE FLAME OR PILOT LIGHT IS EXTINGUISHED. A. EACH SLEEPING ROOM ((� �Q. �, () .A INSULATION B. OUTSIDE OF EACH SEPARATE SLEEPING ROOMS OTHER THAN SLEEPING ROOMS 40 psf IS psf Q SHALL COMPLY WITH SECTIONS R326.4.2.7 THROUGH R326.7.3 OF THE 2020 NYS PIBERGLASS ALL IOR HALLS AND ROOFS SHALL BE INSULATED HITH FOIL BATT (INSULATION BY JOHN MANVILLE OR APPROVED EQUALED COMPLETELY SUPPLY 4 INSIDE THE BUITURN DUCT5 �DING THERMAR PORTIONS L ENVELOPESHALL BE LOCATED INSULATED AREA IN THE IMMEDIATE VICINITY OF 5 EEPING ROOM If / RESIDENTIAL COPE. - -p - -- ..ii p i 4t � arm rr' THE BEDROOMS(GENERALLY' THE HALLWAY) , 1` {{ ' . w ' O FOIL TO BE PLACED TOWARD WARM SIDE. L S 30 psf 15 sf SITE WORK TO AN R-VALUE OF AT LEAST (NYS EGG R403.3): - - - Cl' I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR G� DUCTS UNDER 3"O, LOCATED IN ATTIC: R-b (BA5MENT, FIRST FLOOR, b SECOND FLOOR, ETC.) 15 sf t _ 2. VERIFY ALL GIVEN DATA ON DRP WINGS. IF THERE IS A DISCREPANCY, WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY DUCTS 3"� d GREATER, LOCATED IN ATTIC: R-8 p P 1f1-.� 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION G. EVERY LEVEL OF DWELLINIG STAIRS 40 psf RECEIVE CLARIFICATION FROM ARCHITECT/ENGINEER PRIOR TO PROCEEDING. CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE DUCTS 3"m 8 GREATER, OTHER PORTION OF BUILDING: R-6 i FOUNDATION WATERPROOFING. GUARDRAILS AND HANDRAILS - - - 200 psf 15 psf15 ��0� EVV�O DUCTS UNDER 3"�, OTHER PORTIONS OF BUILDING: R-4.2 - _ I, V 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. STOCKPILE TOPSOIL OBTAINED FRO'-4 STRIPPING DRIVEWAY AND BUILDING 3. GENERALLY,UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: SITE. STOCKPILE ALL EXCAVATED MATERIALS. - q" R-50 FOR FLAT CEILINGS ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 sf 12 psf FOR ATTIC - 8.25" R-300 FOR VAULTED AND CATHEDRAL CEILINGS - - 15 psf FOR LATH. 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE - 3.5" R-15 FOR 2"x4" WALL CONSTRUCTION I - ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION - ----- FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. - 5.25" R-21 FOR FLOORS *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH ASGE -1-I6 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. HOLDONN DETAILS T)'F I CAL NA I L I N0/STRAl=F I NC--;;? REOU I REMENTS FORFAST- __ -- -- ------ - - - 5rH ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER UFL I FT/ SHEAR/ $ LATERAL Y �l I ND RES I STAN�E NOTE: THIS SCHEDULE DOES NOT INGI DE NA�INING FOR METAL FRAMING STRAPS a SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED u (SEE PAGE 0-003 FOR STRAPPING AND NAILING REQUIREMENTS, W ALL STRAPPING TO BE lyq"x 20 GAUGE -- "SIMPSON" EQUIVALENT - G520 (COILED STRAP AND ROUGH OPENING FRAMING REQUIREMENTS) Ld) ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE ___I c; FUSE IOd NAILS IF STRAPFING 15 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.I) 1 N - -_--- - Q HOLDONN 'A' HOLDONN 'B' CONNECTION A DE5GRIPTION FASTENER SPEC. FASTENER c 00) fND SPACING � •- NAI � INC ARID ' - QUANTITY_ _ _ _ _ l FOR NEW 8 EXIST. Q FOUNDATIONS z I ROOF GE I L I NG FRAMING �=+ 0 AT RAFTER TO RIDGE ,ry CONNECTION: 1.DIM's ARE ALL MIN.#'s BASED ON USE OF ONLY A Ibd --- - - - _____ ___ _ - - - cv ENDWALL COMMON NAIL w/o PREBORED HOLES. LO Z ENDWALL 2„ RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 0-003 PER RAFTER � e- (3) 2x FULL (3) 2x FULL CORNER STUD 2. WOOD 15 ASSUMED TO BE DF,#2 b BTR. IN DRY USE HEIGHT STUD-,,, HEIGHT STUD\ CONNECTED TO FOR STRAP - 3 b cl* COMMON R.R. 2" iv SERVICE ---- --- N CORNER STUD \tea ry _ \ (EVIDENT DURING INITIAL INSTALLATION) SPLITPREB PE THE NAIL CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE G-003 PER JOIST �•` SIMPSON' HDaB NAILS ® EA. END OF STRAP. - X TRANSFER SHEAR ONNEGTED TO �" ,i 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL -_ - _ � ' O r TRANSFER SHEAR FOR ROOF SLOPES UNDER 5:12 WITH • . • • • • • � k HOLES,SET NEW MEMBER. GEILIN6 JOIST TO PARALLEL RAFTER (PAGE-NAIL) SEE PAGE G-o03 EACH LAP r 2-I6d COMMON HOLDOWN ANCHOR ® 2-16d COMMON i ROOF SPAS OF 24' OR GREATER • • - --- - . _ 0 +� Ln N 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED ' i'• LOCATIONS NOTED NAILS ® b" O.G. b -1--� N O � NAILS ® b" O.G. Q ON PLANS 10" O.G. IF BLOGKE USE 4 8 d COMMON NAILS ® EA. GEILIN6 JOIST LAPS OVER PARTITIONS (FACE-NAIL) q-Ibd COMMON EACH LAP c 0 IO" O.G. IF BLOCKED CORNER P05T END OF STRAP. G.J./G. TIES 2" 5.SEE SECTION 6 FOR ANY REQT TO CLINCH THE NAILS(TO - - - - _ Q O CL � 0 CORNER POST x TIGHTLY BOND THE END OF THE NAIL TO A q0' ANGLE,SEE GRAPHIC BELOW) COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE G-003 PER TIE a li THE ABOVE ASSUMES A RAFTER 'SIMPSON" HDOB SPACING OF IV' O.G.; FOR SPACINGS 6.DIMENSIONS ARE DERIVED FROM THE ND5 COMMENTARY HOLDONN ANCHOR® % n OF 24" O BLOCKING TO RAFTER (TOE-NAIL) 2-Bd COMMON EACH END I e TEDd .G-, INCREASE NAILING BY A E TABLE OR 4'ON 12.4-PLACEMENT OF NAILS d SPIKES LOGATIO1. ON PLANS \ FACTOR OF 1.5. RIM BOARD TO RAFTER (END-NAIL) I 2-I6d COMMON EACH END _- � CONNECTION BI 52 --- _- --- -= — AT RAFTER TO TOP PLATE TO STUD NALL FRAMING 4--j CONNECTION:.,;;� I _ •�a HOEDOWN INSTALLATION OPTIONS: . - l U ; J FOR NEW P. GONG. FOUND.'s o FOR STRAP 3 8 d COMMON NAILS ® EA. B2 TOP PLATE TO TOP PLATE (FACE-NAIL) 2-Ibd COMMON PER FOOT' m� HOEDOWN CAST IN PLACE w/?/8'� THREADED ROD �• 1 END OF STRAP. i • � W FOR EXIST. P. GONG. OR NEWLY CURRIED FOUND.'s . . I NHEN IN TOWN OF ISLIP OR NAILING TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-16d COMMON JOISTS - EA. SIDE NOTE I sr� GEOMETRY EXCEEDS THAT PERMITTED IN ---- - �, - - - ° 7/8"� THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO 'III - - -- ' CONCRETE w/ 51MP5ON' SET(HIGH STRENGTH EPDXY B I �IAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (PAGE-NAIL) 2-Ibd COMMON 24" O.G. ! ♦ I HSH STRENGTH ACRYLIC ADHESIVE) HEADER SIMPSON AT j Y 31MPSON #H2A (OR EQUAL) RAFTER TIE HEADER TO HEADER (FACE-NAIL) Ibd COMMON I Ib" O.G. ALONG EDGES'I I FOR EXIST. /NEW G.M.U. (GONG. BLOCK) FOR TDENAILING - 3 8 d COMMON NAILS - • TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON 1 PER STUD ( 1 USE SAME • FOR G.J. TO R.R. - 1I 16 d COMMON NAILS - - _ ---- -- —_ _- FILL TOP 2 COURSES SOLID d CAST IN PLACE HOEDOWN CONNECTION w/l/8"O THREADED ROD REOUIREMENTS FOR • BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, - RAISED G.J.'s(WHEN AT G.J. TO G.J. CONNECTION: ENDJOI5T, or BLOCKING (FACE-NAIL) 2-Ibd COMMON I� PER FOOT APPLICABLE) FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - - HOLDONN 'C' HOLDOWN 'D' 2 16 d COMMON NAILS FOR G.J. TO G.J. - g Ib d COMMON NAILS FLOOR FRAMING 1 Q ° — - - - a - - - — --FOR NEW 8 EXIST. FOR NEWLY POURED GONNFGTION GI s G2 — . lI FOUNDATIONS 4-Sd COMMON PER JOIST K ; BRIDGING TO JOT (TOE-NAIL) :2-5d (TOE-NAIL) I FOUNDATION ® ONE STORY ONLY� �; VJ (5) 2x FULL ENDWALL HEIGHT STUD CORNER STUD \ �I 2-5d COMMON EACH END \ r,_ CONNECTED TO ° BLOCKING TO JOIST (TOE-NAIL) 2-&d COMMON EACH END TRAN5FER SHEAR AT STUD TO"51MPSON" HDOB f� (3) 2x FULL �i2 TO STUD CONNECTION:IpN SSEMBLY BLOCKING TO SILL or HOLDOWN ANCHOR a � 2-I6d COMMON HEIGHT STUD • l ! 3-I6d COMMON EACH BLOCK LOCATIONS NOTED NAILS ® 6" O.G. $ TOP PLATE (TOE-NAIL) ON PLANS loll O.G. IF BLOCKED -- -- ' G FOR STRAP - 3 8 d'" COMMON f LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST i CORNER POST � , _I JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-8d COMMON PER JOIST FOR EA. PLATE TO STUD ABOVE 4 OR / ° BELOW - 2 I6 d COMMON NAILS 2-I6d G ON °I- ' 'I, I I � I I BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST X NAILS ® �''0.�. - -- _- -- --- - -- --- -- - -- BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON ' PER FOOT it ROOF SHEATHING STRUCTURAL PANELS: d INTERIOR ZONE 8d COMMON 6" EDGE / 1:2 FIELD PERIMETER EDGE ZONE BLOGKIN6 ad COMMON 6" EDGE /6 FIELD HOEDOWN INSTALLATION OPTIONS: � �lJ /� "SIMPSON" ST DI4R CONNECTION DI � D2 SOLID „ ® EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ ad COMMON 4" O.G. FOR NEW P. GONG. FOUND.'s � • • __ _ =UP TO 9" RAKE-OVERHANG_= HOEDOWN CAST R4 PLACE w/"1/8"O THREADED ROD AT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NG SHEATHING FOR EXIST. P. GONG. OR NEWLY CURBED FOUND.'s _ • -7/5"0 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLATE(5) CONNECTION: D2 -- CONCRETE w/ "SIMPSON" SET(HIGH STRENGTH EPDXY t7 IF/22""FROM it GYPSUM WALLBOARD 5d COOLERS 7" EDGE / IQ" FIELD ADHESIVE), d FOP: TEMP.'s 0-F-40°F USE "SIMPSON" AT (HIGH STRENGTH ACRYLIC ADHESIVE) I CORNER � FOR STRAP - 3 8 d* COMMON NAILS ® EA. �'I � - -- _ -- -_=_==_-_- ----- --.-- --__--- _-_ ---�_ ---,-- ---- - --_-- _-- ! ONE #4 REBAR END OF STRAP (WRAP STRAP UNDER SILL PL.) SPECIFIED TE D I ° E FOR EA. PLATE TO STUD ABOVE S O _ -- ------ - - NALL SHEATH I NC7 FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TYP- FOUND. NOTE " • FILL TOP 2 COURSES SOLID d CAST IN PLACE HOEDOWN • — BELOW ^f I - STRUCTURAL PANELS - - - - w/VS'Q THREADED ROD 2 I6 d COMMON NAILS I ad COMMON 6" EDGE / ice" FIELD e e , ALTERNATE CONFIGURATION - ABOVE STUD TO I, GYPSUM WALLBOARD 5d COOLERS i T' EDGE / 10" FIELD j FLOG? CONNECTION w/ # LPT4 SIMPSON (OR .STRAP w/(s) i NA I L I NC/STRAFF I NC Jul I NDOI�/DOOR HEADER 5TANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES 8d NAILS® EA.END - -_- - -- Z - - -- W -------- ------- EA. EA JOIST STRAP TO FLOOR SHEATHING (SUBFLOOR) EA.JOIST-(FOR 2 NOTATION: ALTERNATE USE SIMPSON H2.5A) -- O ----- --- --- STRUCTURAL PANELS: - - /� A - NUMBER OF ad NAILS ® EA. END OF STRAPPING (2018 WFGM, TABLE 3.7, P. ISq) GONNEGTION E B - NUMBER OF SILL 5TUD5-ON FLAT(DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 3.23B, P. ql) I" or LESS: 8d COMMON 6" EDGE / Is"2;' FIELD C - NUMBER OF FULL HEIGHT KING STUDS® EA. SIDE OF HEADER (2018 WFGM, TABLE 3.23G,P. 24 ; • GREATER THAN I": IOd COMMON 6 EDGE / I2?' FIELD ----- -, ALTERNATE AS PER TABLE 3.23D,P. 2q3) D - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER ® EA. 51DE • - -- - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED b" O.G. AT THE PANEL EDGE. (2015 WFGM,TABLE 51, P. ISq) FW- A E - NUMBER OF JACK STUDS ® EA. END OF HEADER(2018 WFGM,TABLE 3.22F,P. 288) AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. Q ! ! FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT G F - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(S) ® EA. IDE e e e PLATE(S) CONNECTION THE PANEL EDGE TO OBTAIN H LED, SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR e d SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: (DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.8,P. 141) d 2 - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMIBER OF III a e d * NAILS SHALL BE PERMITTED TO BE REDUCED TO I-I&D NAIL PER FOOT. e FOR STRAP - 5 8 d COMMON NAILS ® EA. s - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH BRIDGE LANE LLC � �------- _ ---- - ------ - °o e e da a END OF STRAP (WRAP STRAP UNDER SILL PL.) , III FASTENING SCHEDULE B da Qe d e SIDE OF THE ROOF PEAK, THE 4 PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE ' F ROUGH OPENING FRAMING REOUIREMENT5 FOR WINDOW/DOOR OPENINGS `�. - e �e FOR EA. PLATE TO STUD ABOVE 8 OR BELOW - USED. RESIDENCE (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION) e a 2 16 d COMMON NAILS LEil SIONAGE FOR TRUSS TYPE, PRE—ENGINEERED --NOTATION ROUGH A BG F G wooD, AND/OR TIMBER CONSTRUCTION 5395 BRIDGE LANE ---- THE FOLLOWING 515NAGE SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED TO THE EXTERIOR AFFIXED THE CUTCHOGUE, NY 11935 2'-O" 2 I I I I I RESIDENTIAL 57RUOTURE AST A PORT IMMEDIATELY ADJACENT ADJA ENTOTOW HE ELECTRIC, BOX OR 4'-0" 4 I 2 2 2 2 GABLE ENDNALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE I SPL I � I NO OF TOF FLATS AUTHORITY HAVING JURISDICTION: - " 6'-0" 5 I 3 3 3 ;� ' BRACING/STRAPPING -DRAWING TITLE: PROVIDE 5 2 xl0" HDR MIN- U.O.N. - - - -- - FOR RWE-5 12"OR (B) - REQUIRES SILL PLATE°5 OF 2"xb" (MIN.) 2 3 4 4 4 TOP PLATE f -- ---------- - BLOCKING 2 LC55 PROVIDE HOLDOWN, ANCHOR BOLT, ! SPLICE TOP PLATE SPLICE REOUIREMENT5 TOP PLATE SPLICE REQUIREMENTS SAYS BACK® LOCKING m 12"O.C. CONSTRUCTION TYPE DESIGNATION SHALL STRAPPING, & NAILING DETAILS LEN6TN FOR WIND - EXPOSURES B8G - % FOR WIND - EXPOSURES BtFG - 4'-0" O.G. \<TOACHEIVE RAKE O.H. BE "I "I I "III", "IV", OR "V" TO INDICATE I�I ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF THE CONSTRUCTION CLASSIFICATION OF FASTENING SCHEDULE it - -- -_-- THE STRUCTURE UNDER SECTION 602 OF BUILDING MINIMUM SPLICV'2�4 BUILDING MINIMUM SPLICE''°` THE NYS BO. DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) - --- -- _------- - - --- ! TYP.STRAP w/(5) PAGE:---------- 8d NAILS EA. END DESIGNATION FOR STRUCTURAL 12'-O" 2'-O"/2'-6" 12'-O" 3'-O" OF EA. STRAP 6" DIAMETER COMPONENTS THAT ARE OF TRUSS TYPE, ANO#�OR �� T ���� I � I GATT ONE I6'-O" 13'-0"/3'-9" i Ib'-O" 4'-O" ATTIC PRE-ENGINEERED WOOD, OR TIMBER NQ --- - - -- - ____ _ _ CONSTRUCTION O00%.PMOO G TRUGTION AS POLL WS° 20'-0" 4'-O"/5'-O" j 20'-O" 5'-O" -... - "F" = FLOOR FRAMING, INCLUDING b"-12" ! - - - BLOCKING 2 BAYS � ' GIRDERS a BEAMS SPECIFICATION (2018 WFGM TABLES 3.2A $ 3.2B, P. I5-7-160) BACK® 4'-0" o.c. - "R" = ROOF FRAMING CORNER 24'-O' 4'-O"/5--0" 24--0" - "FIR" - FLOOR & ROOF FRAMING DATE: 02 15 23 CONDITION 3q FOR ALL STRUCTURES: -- - �- ----- - / / 3 OF 15 4L 5/a°(P ANCHOR BOLTS ® 5q" O.G. --- 28'_O„ 5' OI/bl-3" 2&'-0" T-O" • --- -- -- 32 O 6-O /7-6 -- - - -- I-- --- • -- - „ li 32-O a,-O.. SECOND FLOOR - � --- too �•.-.. NOTES: I.TABULATED SPLICE LENOTH5 ASSUME TOP PLATE-TO-TOP PLATE --_-_-- _ 9ItL)p • CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-O" B'-O"/10'-O" 40'-0" • I. MIN. 7" EMBEDMENT INTO CONCRETE PROVIDE AN EQUIVALENT NUMBER OF NAILS - - - BLOCKING 2 BAYS ' L_j END w/ 3 SQUARE WASHERS AND END NUT SETUP; _ BACK® 4'-O" O.G. / 'Qj '`- CONDITION N EXPOSURE BSPLICE LENGTHS ASSUME A BUILDING LOCATED SO'-O° IO'-O'/I2'-6" - __• `' STROKE �� 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 8 FILL 50'-O" 13'-O" TYP. STRAP w/(3) .9 HEIGHTS FOR OTHER WALL HEIG ARE HTS,H, 5E TABULATED UNIT ------ -- 01- L ----- --- _ O n 2 ANCHORS COURSES HEREIN ARE NOT TO BE USED FOR s•TABULATED SPLICE LEN6THSHT5,H, HE OB 8 FOOT WALL 60'-O 12'-O"/15'-O" 60'-O" I6'-O" OF EA. STRAP TOPTNO Sd NAILS EA. END i LATERAL LOADS SHALL BE MUL L / „ „ ! „ " FIRST FLOOR 0) PLAN DIAGRAM OF :ZONES OR REPLACED BY HOLD DOWNS FOR SHEARWALLS FOR ALTERNATIVE WALL HEI&HT5 MULTIPLY THE ABOVE '70'-O 14'-O 10-O 19-O -- -_ -___- - �A �3 i O NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR - - _ " (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): - J -- — 3. ANCHOR BOLTS ARE TO BE BETWEEN 6 8 12 F F 80-O I6'-O' 80'-O' 22'-O" O FROM ENDS AND CORNERS (TWO ® CORNERS) q'WALL- 1.125 ---- -__ -_ REFLECTIVE REFLECTIVE (SEE DIAGRAM TO LEFT) IO'WALL- 1.25 II'WALL- 1.3T5 BLOCKING 2 BAYS RED PANTONE ►^MITE 12'WALL-IS THI5 COLUMN w/MULTIPLIER BACK o 4'-0" O.G. 4. COORDINATE w/ HOEDOWN LOCATIONS FOR I0'-0"WALL #I8-1 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISCELLANEOUS FRAMING GRAPHICS _ CONTINUOUS BUILT—UF GIRDERS, 3 OR MORE SUFFORTS (THAT EXCEED FRAMING STANDARDS, IT 15 REQ'D FOR FRAMER TO HAVE A F I RE5LO(fK I NO FOR f=LATFORM WOOD FRAM I I O Q WORKING KNOW C LEDGE OF THE AMERICAN WOOD COUNCIL [AW ] DETAIL BOOK CONNECTION PATTERN SCHEDULE ASSEMBLY REQUIREMENTS: (FOR ENGINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) p ; AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) F — — BE/EEN I/b 4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED W P CONNECTION DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER _WJ Q BLOCKING UNDER LOAD BEARING WALL ATTERN THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES BEARING WALL OFFSET FROM SUPPORT A I . . MAX.32• LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOPPING. NON-LOADO.C. w ('7 (2)ROWS 10d NAILS a 12"OC � THE SPAN LENGTH FROM AN INTERMEDIATE T 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST Q - SUPPORT. NO TWO ADJOINING JOISTS NOR MORE %~ Ln STUDS STUD Ilia(5)ROW5 lOd NAILS a 12"O.G. SERVES AS FIRESLOPPING. 'I >� THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE • SUBFLOOR --- --- --- -- - SUBFLDOR G (2)ROWS I/2"A BOLTS a 12"O.G.STAGGERED; I JOINTED ON THE SAME SIDE OF THE SUPPORT. PLATE SERVE R FIRES CONSTRUCTION: THE SOLE AND DOUBLE 3 FOR PLATFORM FRAME G DBL.a ENDS TWO-PIECE (0 TOPPING. SOLE PLATE - -- ---- - _---- BUILT UP GIRDER P MAX.32" NAILING: O D (2)ROWS 1/2" m BOLTS a Ib"O.G. SOLE PLATE — --__._ 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE - - - -- JOIST SERVES AS FIRESTOPPING. (V — - - (2)Rows 1/2" (P BOLTS a 24'O.C. SIDE WITH 10� NAILS, TWO NEAR EACH END OF _- L. Z d _- I_- _=---- -_-- ---_______________-.-_._—; EACH PIECE OTHERS STAGGERED WITH A DISTANCE j rJ 5. FIRESTOPPING SHALL BE 2 INCHES OF WOOD BLOCKING Q QLo Lo r !(2)Rows 3-3/e' TRJ)55LOCK SGREwS a 12"o.c. B�/4 OF Ab OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL F j OR OF NONCOM-BUSTIBLE FILL. •Q CV - SCREWED ON(I)SIDELINE; OR GIRDERS ARE TO BE NAILED FROM EACH OF MEMBER (2)R01-15 3-3/5"TRUSSLOGK SCREWS O Ib'O.G. 51DE w/ IOd NAILS, TWO NEAR EACH END OF EACH b. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE (2G ROWB 3-3/8"TRu55 or- LOGK SCREWS a 24°O.G. f AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN O 0 m --- SCREWED ON(U SIDE SL MEMBER / / 1' �_ JOISTS SERVE AS FIRESTOPPING. O -1-�+ 6 --- J015T, OTHERS STAGGERED w/ A DISTANCE OF 32" _ - JOIST �1_ ___ BETWEEN NAILS IN A HORIZONTAL LINE. J -- --- — -- ---- THREE-PIECE -- li, T - '7. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND N O MAXIMUM OFFSET 'I(2)Rows 5"TRUSSLOGK SCREWS a 12"O.G. BUILT UP ORDER MAX.32" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d - ,�\ �� -- -- Q . Q I JOIST DEPTH, d iSGREWED ON BOTH SIDE OF MEMBER p. � � � „_, 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS l NAILS ON EA SIDE w/ TWO NEAR EA. END OF EA. A Q s— � 0 MATCHED SIZE OF BLOCKING !(2)Rows 5"TRUssLOGK SCREWS a Ib"O.G. 4 _ ii��y� \\\ SERVE AS FIRESTOPPING. FIRESTOPPING AND K PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE STUD x, 3 8. THE HEADER SERVES AS FIRE-STOPPING. UNDER NON-LOAD BEARING SCREWED ON BOTH SIDE OF MEMBER [ PARTITIONS ® 32 O.G. L ---- - - J,', OTHERS STAGGERED w/ A DISTANCE OF NOT MORE J 1` (2)ROWS 5"TRU55LOGK SCREWS a 24"O.G. BETWEEN I/b �ISCREWED ON BOTH SIDE OF MEMBER 4 1/4 OF A THAN 32" BETWEEN NAILS IN A HORIZONTAL LINE. DOUBLE PLATE Q. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL f �0 = BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO p FOUR-PIECE GIDER5 ARE TO BE ASSEMLED AS Ilj /. CE I L I NO BRAG I NO NOTE: / // - 6 STRIN 6ER TO SERVE AS FIRESTOPPING. CANTILEVERED FLOOR I.BEAMS d HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED _ PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 8"OR SMALLER - OABLE ENIDWALL d CONNECTION PATTERN B'WHEN 10"OR LARGER ' P FOR THE THREE-PIECE GIRDER. f �� _ 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR \ FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH • — /STUD 2.WHEN 50REWI14 R N G OP. FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: �� / APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS I/V FROM ONE SIDE TO THE OTHER BUILT UP GIRDER GIRDERS ARE TO BE SECURELY ANCHORED TO 2 \\ , �. HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH P % I FIRE5TOPPING SHALL NOT BE RE SUBFLOOR SOLE PLATE 2"x4"CONTINUOUS GABLE END QUIRED WHEN THE BOTTOM OF I � � MASONRY PIERS, NAILED TO WOOD POSTS OR M LATERAL BRACE a b'O.G. TRUSS THE VERTICAL OPENING IS SEALED BY PLASTER ON THE CEILING W BOLTED TO STEEL COLUMNS. BAND AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE JOIST 2) IOd NAILS TRUSS OR I LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUG NORMAL GJ H�I I �I/� I }� I I PLATFORM FRAME CONSTRUCTION 5HRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER CEILING ON I `�A L I I `lO �ATTERNS FOR SIDE LOADED BEAI " IS (Io. FLUSH 5F_AMS> NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FAGE5, WILL SERVE NAILS AS FIRESTOPPING. 10)Sd -LOCATIONS REQUIRUNG FIRESTOPPING- � t FIRE- FIRE- WOOD FIRESTOPPING FIRESTOPPING FASTENING RECOMMENDATIONS FOR SIDE-LOADED, sroPPlNs STOPPING FIREFIRE- - , - � STOPPING STGPPIN SOLE 5TOP 6 / MULTIPLE-PIECE MEMBERSrm V JOIST • Sd COOLER NAILS a 10" o.c• NAILED' BOLTED LOCKING 2"x4"BLOCK NAILED TO EA.BRACE 2 ROWS Ibd j 3 ROWS Ibd j�ROYL514' 2 ROWS ' 2 ROWS J5' w/(4) IOd NAILS COMMON COMMON BOLTS a 24• BOLTS BOLTS FIRESTOPPING WHEN VERTICAL /'/ STUD 20 ga.STRAP O 12'O.G.• 1- O 12'OG� O.G.STAGGERED I O 12"O.G. O b'O.G. COVERING 15 APPLIED \I ° — GYPSUM BOARD TWO ROWS 12"O.G. °THREE ROW5 12"O.C. ° LOCATION 4 JOISTS DOUBLE PLATE,/ . (lo)8d NAILS ° ° ° ° LOCATION I LOCATION 2 LOCATION 3 ro UNDERSIDE of Sd COOLER NAILS a 10"O.G. BEAM SELECTION w/ STD. NAILING NOTE: ENDWALL STUD AS NOTED IN NOTES 7 ALTERNATE 4 8 n J015T SHALL BE LOCATED DIRECTLY •DENOTES ALT.FOR USE OF DRYWALL SCREWSFIRESTOPPIN& LCJGAnON OVER STUDS,UNLESSTOP PLATE IS 4"a EDGE/12"a FIELD FULLY BLOCKED SOLE OF GIRDER I.TOP AND BOTTOM ROWS SHOULD BE 2'FROM EDGES WOOD FIRESTOPPINOPPIN6 DESIGNED TO GARR'f THE LOAD SCREWS><b- IY4"TYPE w OR S FIRESTOPPIN6 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2' TWO ROWS 24"O.G.STAGGERED TWO ROWS b"O.C. LOCATION 5 LOCATION 6 FROM THE TOP AND BOTTOM OF THE MEMBER EVERY BOLT MUST EXTEND THROUGH THE FULL INTERIOR STUD DETAIL THICKNESS OF THE MEMBER USE WASHERS UNDER HEAD AND NUT. c- 5 C,, 0 O C @ O O OVERLAID ROOF s.STAGGER EACH ROW OF FASTENERS BY 12'. O n O O O @ O ATTACHMENT @ VALLEY 2 SPACE NOT4.FOR ATHREE-PIECE MEMBER,1TiE SPECIFIED NAILING IS FROM EACH SIDE. TO Be FILLED NONGOMBUSnBLE FIRESTOPPIN6 S.FOUR-PIECE MEMBERS SHOULD ONLY BE USED H-EN LOADS ARE APPLIED TO FIRESTOPPING APPROX.I INCH THICK BOTH SIDE OF THE MEMBER \� b.VALUES FOR NAILING CONNEGnoNS MAY BE DOUBLED FOR b"O.G.OR TRIPLED FOR 4'O.G.NAIL SPACING. LOCATION 7 \• STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: STRAPPING w/ 1.2 ROWS OF Ibd COMMON NAILS(12'O.G)FOR DEPTHS 12'OR LESS 4 ad NAILS LOCATION B FIRESTOPPIN6 9 � LOCATION a EA.END a R.R. 8.3 ROWS OF Ibd COMMON NAILS(12'O.G)FOR DEPTHS OF 14",Ib"t 1W. LOCATION 10 IIFULL WIDTH 2'*I BLOGKIN O I � OONST UOTI ON DETAILS loll ND LOAD FATH CONNECTION DETAILS TOP PLATE I I DRILL 2"-v INTO ROOF INTERSECTION. DETAIL DECK FOR STRAPPING INSTL. NOT TO SCALE ___lam EXIST.OR NEW I R.R. BELOW NEW R.R.SET w/ UPPER TOP PLATE LAPS 4 IOd' NTINUOUr' LOWER TOE NAIL NOTED CONT.BLOCKING TOP PLATE SPIKED TO R.R.'s II I ALIGN NEw S EX. RR. AS SHOWN KING STUDS J 11 PLAN VIEW NOTE: SIMILAR a SHED' WOOD JOIST-- -o WOOD JO I S --- ROOF,R.R. IN LINE CRIPPLE STUD BLOCK I NG - —0 JOIST HANGER HEADER N GENERAL REOU I REMENTS FOR GENERAL REOU I REMENTS FOR --- - O INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS GIRDERMEADER - WOOD O I RDER JACK STUDS AIN MEMBER O WOOD JOIST_ — /� -- - - -- --- -------- -- - --- - -i- JOIST FRAMING OVER WOOD GIRDER JOIST FRAM I NO FLUSH WITH OI RDERMEADER TYP I GAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN a AN ANGLE OF PROJECT: 1AM.X s APPROX. 30" w/THE MAIN MEMBER E STARTED APPROX. I. NAILS SHALL BE DRIVEN PERPENDICULAR TO Ys THE LENGTH OF THE NAIL FROM THE MEMBER END, THE MEMBER, STRAIGHT THROUGH AND BENT OVER AS SHOWN ABOVE D E LANE LLC A MIN. OF (5) NAIL DIA.M.'s AT A GO" ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN RESIDENCE MEMBER,FOR THIS APPLICATION, SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTER- 5. TO AVOID SPLITTING, NO MORE THAN 2 TOE NAILS SHALL .. BE INSTALLED IN EA. SIDE OF A RAFTER OR CEILING JOIST WALL STUD WALL STUD - -- - J WHEN FASTENED TO A 2"x4" TOP PLATE OR 3 TOE NAILS BOTTOM PLATE BOTTOM PLATE IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. 5395 BRIDGE LANE BATHTUB SUB FLOOR---- -- � DOUBLE JOIST -- J DOUBLE JOIST TOP PLATE CUTCHOGUE, NY 11935 GHIM. CHASE SECURING © STD. SIDE WALL O DRAWING TITLE: �J WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS (M. a CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARI NO WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/STUDS TO ATTIC FLOOR 4 BLK'G TO R/L SIDES w/STRAPPING TO R/L SIDES) uLkn3 W PAGE: TOP PLATE ® O -1[0 N I ND RESISTANT CONSTRUCTION CONNECTORS GHIM. CHASE WALL z p U CONNECTION LOCATION: PART NUMBER: NOTES: e "'■ 00 w Q RIDGE—TO—RAFTERS 0520 @ 2I" APPLY TO EACH PAIR OF RAFTERS 3 l� W - ---- OL z Q ® RAFTER-TO-WALL H7 APPLY TO EACH RAFTER DATE: 02 15 23 4 OF 15 ,L a W z - -- -- -- / / ROOF O 0 RAFTER-TO-PLATE H8 or H25 APPLY TO EACH RAFTER � U° REG!'D BLOCKING --- -- - WJQ TO ALIGN w/STRAPPING d w o PLATE-TO-WALL STUD 0520 @ 0' APPLY TO EACH WALL STUD `4`. BRED ARC ® EA. LEVEL ABOVE W N - - — — - --- - ---- -- f `� •7 THE FIRST FL. ® z 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or G520 @ 56" APPLY TO EACH WALL STUD G'w FLOOwGLe. HEADER-TO-JACK STUD C520 @ 12" ® APPLY TO EACH JACK STUD o -- ------------ ------ - --- —— - CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH GRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR SSTB16 APPLY TO EACH SIDEWALL END Q3T40 40' I ST. FLOOR-UNDER-SILL PLATE G520 WRAP UNDER DOUBLE 51 LL PLATE F OF NEB SIDE VIEW FLAN VIEW _ (USE WITH 5" SQUARE WASHERS) USE THE FOLLOWING OR APPROVED 51MP50N METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. }� ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEC.'S. SEE PAGE "0-003" FOR NAILING 4 STRAPPING DETAILS. O E I �l E F�A L ��I " I O **SEE DOOR SCHEDULE FOR ALL OLA55 DOORS FROM SAME MANUFACTURER" CL Q - - - NEW PARTIAL HEIGHT WINDOW CHART _ EXISTING TO BE DEMOLISHED � WOOD FRAME (L.G. STL. --- - --- ----- ----- - -- - -,_ -- ..-_ _ -.------{ ------- --- -_----- -- - - - =_ _ EGRESS - = -i - W WHEN APPLICABLE) __ _ EXISTING TO REMAIN ROUGH OPENING ! WINDOW DIMENSION CLEAR LIGHT II VENT i _! F. p NEW WOOD FRAME (L.G. NEW FOUNDATION WALL „ TAG TYPE MODEL # WIDTH - ---- -=-_- - � OPENING TEMP. PROV. PROV. - --- - - 1� HEIG WIDTH REGfD: 20 - PER L PER - " N 5TL. WHEN APPLICABLE) �/ - HT J HEIGHT HEIGHT REQ'D:24" UNIT UNIT Q +� Lo _ OPEN REOV: 5.'1S.F. _ I r WIDTH Ii MIN. (2) 2 x4 STRUCTURAL J (I) _-- DOUBLE HUNG -J- TW3046 --L -3-2--- - 4 g-- - „ -3-I - �- r-{ NEW I-HR FIRE RATED > L_ L 4-8 5.8-- =- 10.3 �� 5.8- O WOOD FRAME (L.C�. STL. _ -- �1L_ _. .._. _. " Co ❑ P05T FOR 4 WALLS r � 1r II O � WHEN APPLICABLE) (MIN. (2) 2 xb STRUCTURAL POST FOR 6" WALLS), U.O.N. NEW 2-HR FIRE RATED ; DOOR SCHEDULE �. �I -- ---- _ WOOD FRAME (L.G. STL. - - --- - - -- , - --- - - - -- - DOOR - -- MATERIAL - - --- ---- - - .0 e- z e- WHEN APPLICABLE-) -- II p (V ___ >, o 5 - o O � co TAG DESCRIPTION MANUFACTURER -� p RATING NOTES m FIRE WIDTH j HEIGHT it O Q S O ++ Lo FOUNDATION PLAN NOTES �i �I 45 MIN. RATED E (V TYPICAL P. GONG. FOOTING WALL CONSTRUCTION: - -- - -- - -JL_ - - -_- - -�L_-_.- - SELF-CLOSING - 1 001 SINGLE SWING 1 3'-D -• - I = - Q a. O O (2) 2"xb" P.T. SILL PLATES H/COPPER TERMITE SHIELD -IL:::571NOLE 6 SILL SEAL1ANCHOR BOLTS AS PER PAGE= G-003 002L SWING 3'-0" _0' JL_ II - . -- • P. GONG. FOUND. WALL AS PER DETAIL UPON J • P. GONG. FOOTING AS PER DETAIL • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR • B.O. FOOTING 3'-0" BELOW GRADE MIN. • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN ' J APPLICABLE) T • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS STOOPS (WHEN APPLICABLE) • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET FOR HEIGHT OF WALL d SLAB (WHEN APPLICABLE) M HOLDOWN (FOUNDATION TO IST FLOOR): HOLDOWN 'D' AS PER PAGE 0-005 II II I .•� O BEAM POCKET (TYP.) I a O TYP. 5TL. COL..- SEE NOTED DETAIL AS PER PLAN I I ( U PAD FOOTING O 18"x18"xl2" DEEP P. GONG. PAD FOOTING AS PER I DETAIL 7-A/401. OIb"x8" DEEP P. GONG. CONTINUOUS FOOTING AS PER DETAIL 2/A-401 (TYPJ PROPOSED I6'x3b' Q I IN-GROUND POOL TO TYPICAL CLOSED FOUNDATION Q I BE INSTALLED V 0 ® PORCHES / PATIOS: w Q •e (SEPARATE FILING) 1. SEE NOTED DETAILS _j m z 2. ALL HORZ. SURFACES SHALL BE PITCHED 0 1:48 AWAY O 0 PAVER PATIO FROM BUILDING a 3. FOR SLABS ABUTTING FRAMING, INSTALL COPPER I GRADE FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, BED ALL FLASHING IN ASPHALTIC MASTIC 4. PORCH/PATIO WALLS OF SEPARATE POURS SHALL BE DOWELED H/ #5 ® 8" O.G. VERTICAL TO EA. OTHER d TO MAIN FOUND. NEW UN-REINFORCED P. GONG. SLAB ® I. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON 2. b MIL POLY VAPOR BARRIER UPON 3. 4" (MIND GRAVEL BASE 12 _-- --- - _-- --- - _ --- - NEW REINFORCED P. GONG. SLAB p d SB 1. NEW 4" THK. P. GONG. SLAB H/6"xb"-10/10 W.W.M.UPON -' _ - - 2. b MIL POLY VAPOR BARRIER? UPON I _ _- _ _---_- _ _-_- -_ - - - - - - - - ------ 5. 4" (MIN) GRAVEL BASE FREEZE PROOF H05E BIB: 4'_2 24'-0" � I O FASTENED H/MASONRY ANCHOF:S (PRECISE LOCATION T.B.D. IN FIELD - CONSULT H/OWNER) 12'-?�2" K ELECTRICAL PANEL: - - - - - - -- - - - - 10 NEW 200 AMP ELECTRICAL PANEL LOCATION; f ALL INSTALLATION AS PER NYS ELECTRICAL CODE. a EGRESS WINDOW WELL: - - - -- --- -- --- - 1 0 m Q I 2 PROPOSED GAS SERVICE I 2 11 PROVIDE NEW EGRESS WINDOW NELL 8 COVER BY Q � "ROGKWELL;66 SERIES" 66"W.X44"H. OR EQUIVALENT. x Q I `PROPOSED INSTALL AS PER MAN. SPECS. = WATER SERVICE K 6 Q K OAS METER: v I ! - - - - - - - - -- - - - --- 12 INSTALL NEW GAS METER REGULATOR/VENT AS PER NYS - MEGH. CODE,FUEL 6A5 CODE, t UTILITY CO. STANDARDS. 3A I I `^,1 Q � •! . GAS METER SHALL BE POSITIONED 0 GRADE � A-401 NEW BASEMENT - • I: ^•q' CEILING^• L m J I UNHEATED r �J w ^•UNFINISHED✓ n i - - - - - - -- � ( I 0O lc.' FLUSH HOR. - - - Im PROVIDE 51MP50N 001 F.J. HANGERS I I J V.0 ul Q zI -- /1� I-V D_V-q) NEW BASEMENT J` ✓ / ' lu POURED CONCRETE AND STEEL REINFORCEMENT NOTES: - - - - - - -� li IQ O>6 z O1 Lu • � ^•�i CEILING^• c I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT - - -I- -UNHEATED- M 0 w a O N I d FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND I -UNFINISHED- r U DOWNWARD FROM THE BOTTOM OF: EXISTING ADJACENT FOOTINGS. I - -- - V u� -- -- J 0 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION .0 I �^' I PROJECT: SHALL BE ENTIRETY OF POUR.GED. THE FOUR ONTAGT ARGHSTEGT SHALLITE N WATER DRY FOR - +0 - - - - ENCOUNTERED. ® ®- L- 6, a � t I !� - - ! _ BRIDGE LANE LLC o 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. - V m_--r O I O 0 MASONRY PATIOL 4. ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT _ _ _ _ _ __ L - -- - -+ -- _ - IS-4 _ _ _ L - L ABOVE a I RESIDENCE ---- - J 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 515 CODE. 4 3 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED O I ( I 5 CARBON STEEL ASTMA615 GRADE 60. WWM FOR SLABS DO NOT 0 NEED TO BE EPDXY COATED. �t _ I I I 5395 BRIDGE LANE a ( a MASONRY STOOP - NEPq I ( I CUTCHOGUE, NY 11935 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS _ _ _ ABOVE HANI O SHALL BE 5TAGGERED. -rr --tit -I MEG GAL - -_ ROOM - 7. PROVIDE MECHANICAL DEVICES TO HOLD STEEL d HARDWARE IN L -1 +1- MAINTAIN REO. PLACE AT TIME OF POURING b MAINTAIN REQUIRED CLEARANCES, = ® ® HEADROOM DRAWING TITLE: _ L ! - t b'-8" MINIMUM COVERAGES, AND PLUMBNE55. ~ I < I I 8. CEMENT SHALL CONFORM TO ASTM 0-55 FOR STANDARD WEIGHT �' `�o I -- - - �O A-4ol Q PROPOSED FOUNDATION PLAN CONCRETE. m Q 7 WALL HUNG - U1 i O GOMBI UNIT PROPOSED D ELECTRIC I A-4ol 3 N ARA ER N Q 10 A.H. G NEW GONCETE - GOLD WEATHER POURING 4 CONCRETE MIXTURE A-401 ^SLAB ON GRADE^• I L - /BOILER UP m 1 J I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF 1-I I B SB - - -- - - - - - - - - - - - - - - - - -- - - - - - CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE 1-I --- HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. A-301 A-301 I !' ° AGE: 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. I Ory -- - -- - - - - - - - - - -- - - - - - - - L - - - - - - - - - - - - - - - -- - -- - 11- -e • - - - - -- - a I MASONRY 5T00 ABOVE I BILGO 10'-2" 0 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL CONFORM TO AGI 306. I I 7 I I O II STAKWEL A- is 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO TEMPERATURES WITHIN 10° F OF CONCRETE. DATE: 02/15/23 6 OF 15 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR _NOW. REMOVE AS REOV. cV O 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE m a a I = = I PERMITTED WHEN NECESSARY. - -rr - - - I R - 7. FORMWORK SHALL BE AT A MIN. T_MPERATURE OF 33°F OR H GHE .' AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. 2 m 2 24'-0" - - -- -- - - - - - - - - - - - - D ARC 8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. Q. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS FER AGI 506 - -I- x- -. --- - - - I-- - --- --- - - --__ -- -- 1:12�O (ASTM G444/G444M, TYPES G AND E). 2 O" I -2'x22' GONG. APRON 8'-O" 60'-O" "" + O 10. CONSULT ARCHITECT WHEN STEEL EEMBEDOMENT GROSS SECTIONAL AREAS EXCEED ONE SOUARE INCH. - om 0 5 10 20 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED „=1,�„ -SST 03 i 40 •y0 TO REPEATED FREEZING AND THA�+IING UNTIL CONCRETE HAS �I �I REACHED A COMPRESSIVE STRENGTH OF 800 PSI. PROPOSED FOUNDATION ON FLAN`L GRAPHIC SCALE �OF 12. PLACEMENT TEMPERATURES SHALL, CONFORM TO AGI 30b. 0 S.E. HABITA5LE SPADE; I,CO-7 S.F. OROSS AREA SCALE: 114"' OE I ` EF: AL 5 �50L <E I -- ----- ------ - ---- - - - - ----- - - - --- -- --- -- --HEDULE FLOOR PLAN NOTES Q DOOR SC - - -- -- - ---, --_ - - - -- - -- EXISTING TO BE (DEMOLISHED NEW PARTIAL HEIGHT -]I DOOR NOTE: WINDOW NOTE: 0 WOOD FRAME (L.G. STL. I I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT 4 I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSENDOOR Lt1 WHEN APPLICABLE) �- - - L ! O ON PLANS BY 'JELD-WEN' (OR EQUAL). O CASEMENT,DOUBLE-HUNG,OR GLIDING (AS NOTED), LL.I �--� -- _ 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT INSTALL AS PER MANU. SPEC.'S. .__I MATERIAL F- 1 EXISTING TO REMAIN FIRE �----�{ TAG DESCRIPTION MANUFACTURER p J N NOTES ON PLANS BY 'THERMATRU' (OR EQUAL). 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; �- -{ NEW FOUNDATION WALL / RATING 3.NOTE DOES NOT INDICATE EACH NEW DOOR SEE DESIGNATIONS 4 WINDOW SCHEDULE. N NEW WOOD FRAME (L.G. I�� WIDTH HEIGHT O t4- N Q PROPOSED;SEE DESIGNATIONS 4 DOOR SCHEDULE. 3. FOR SUBSTITUTIONS, SEE NOTE #q IN "6LA55 WINDOWS Q STL. WHEN APPLICABLE) Klu ._ \\ II--- -�' ! 45 MIN. RATE 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR AND DOORS" ON PAGE G-002. -- - SELF-GLOSINC� ? (� Q yyy - WALLS,U.O.N. 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. MIN. (2) 2"x4" STRUCTURAL -- NEW I-HR FIRE RATED 5. INSTALL AS PER MANU SPEG.'s 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH POST FOR 4" WALLS . E WOOD FRAME (L.G. STL. - FIRST FLOOR WHEN APPLIGABL.E) (MIN. (2) 2"xb" STRUCTURAL - -- - 6.1. PANELS OF b PROVIDE (2) 2"xl0" HDR., U.O.N.UONIN 6 NERAL, TEMP GL SHALL BE PROVIDED: � � -_- -- - - 7 SEE PAGE G 003 FOR ALL OTHER FRAMING FOR ALL SKYLIGHTS 4 OPERABLE PAN POST FOR b WALLS), U.O.N. 101 GLIDING ANDERSEN II'-9 8'-O" • �i, I • FWGI2080 ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. SWINGING,SLIDING, 4 51FOLD DOORS NEW 2-HR FIRE RATED - ! STAIR d RAILING NOTE: 6.3. WITHIN 24'" OF A DOOR 0 Ln Z -- - -- 102 - SINGLE SWING 3'-O" 7' O l • GARAGE O 1. ALL NEW STAIRS SHALL HAVE MAX-5-1/4" Ri 4 MIN. IRO" 6.4. WITHIN STAIRWAYS 4 WITHIN 56" OF A LANDING •� 1WOODAPPL II GABL E)STL. -_- _ - -- _ _-.__ _ Tr - RISERS SHALL BE CLOSED 6.5. WITHIN TUB/SHOWER ENCLOSURES CV 2. GREATEST RI5ER HEIGHT IN A FLIGHT OF STAIRS SHALL 6.6. SEE ALSO GENERAL NOTES ON PAGE 6-002 X 103 SINGLE 5WIN�- ANDERSEN -O" - - • - • �' AEHID3080 NOT EXCEED THE SMALLEST BY MORE THAN ". 1. SEE PAGE 0-003 FOR FRAMING ELEMENTS AROUND ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEG.'s. SEE PAGE "0-005" FOR NAILING 4 STRAPPING DETAILS. II'-9" 8'-O" 1--.- 1 1 • 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST V-5". WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM p Q m +� r- 104 GLIDING ANDERSENFWGI20807 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: (2) 2"xIO" HEADER U.O.N. Q .�,� **SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER" IF _ ,[ 4.1. BETWEEN CLEAR HEIGHT 4 HANDRAILS: 36" MIN. 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER ++ (V Q ++ G (DING ANDERSEN 8- -� 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5" MIN. NYS R512.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS C Q 0 --- 105 L O" 8'-O I • • FWGB050L 4.5. BELOW HANDRAIL, RAILS ON BOTH SIDES: 2"f" MIN. LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN-12" WINDOW CHART _ -- - _ -__ -- - - - - --- ---- - ---- -_ -- - -- I ._ _ - - ---- - �i 5. HANDRAILS SHALL BE PROVIDED ON NOT E ABOVE GRA O -- - -_ LESS THAN DE OR THE ADJACENT SURFACE AT THE -- - „ l ONE 51DE OF EACH FLIGHT OF 5TAIR5 CONTAINING FOUR BUILDING EXTERIOR. n l - _- --- - --- - _ - - - -- - • FWG8080L W _ _-_� _ - EGRESS 106 GLIDING ANDERSEN 8-O 8-O • OR MORE RISERS, AND WHERE SHOWN ON PLANS. CLEAR LIGHT VENT ROUGH OPENING WINDOW DIMENSION OPENING PROV. PROV. I - - 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED IL WALKING SURFACES EGRESS NOTE: TAG TYPE MODEL # TEMP- 107 SINGLE SWING EANDERSEN 3'-O" 8'-O" • • AEHID3080 i. ES LOCATED MORE THAN 30" ABOVE - WIDTH REQ'D: 20� PER PER - - ( lI FINISHED FLOOR OR GRADE, 4 WHERE SHOWN ON PLANS. IN COMPLIANCE WITH NEW YORK STATE BUILDING HEIGHT REQ D:24 UNIT UNIT _= GODS, SECTION R310.2.1;THE FOLLOWING MEANS OF - _ - - - -- - [___ _- - _,I--- --- _-�[ OPEN REQ'D_ 5.7_ .F. -- = 108 SINGLE SWING - _ "1. 42" HIGH GUARDRAIL 4 SPINDLE SPAGIN6 NOT TO WIDTH HEIGHT l 3'-O" l 1'-O" { • u ALLOW PA5SA6E OF A 4" m SPHERE;36" HIGH EGRESS SHALL BE FOLLOWED: WIDTH HEIGHT -- II - � -- - - 4'-5 _-- -- - - _- - - - - HANDRAIL 4 SPINDLE SPAGIN6 NOT TO ALLOW NET CLEAR OPENING........... 5.-1 S.F.A (I) -- GASEMCNT GXWi45 r 3-O a 2-I I 4-4 IOq BARN -- - L I6 -- PASSAGE OF A 4" SPHERE.Il� , IL - 8. GRIPPABLE RAIL AS PER GODS. NET CLEAR HEIGHT............... 20" MINIMUM --- - - I = --_5S I--�� 4'-4 q. RAILING TO BE WOOD W/METAL SPINDLES. NET CLEAR WIDTH................. 20 MINIMUM U CASEMENTS- - AESLD208 - 4'-Q 4-5 J 4-8 # -- ---,� - �1 -- ---�L --�i - -- - _-- - --- - _ - SMOKE DETECTOR / CO DETECTOR NOTES: TYPICAL BATHROOM NOTE: (Y� ------------ Al I I- I I10 SINGLE SWING 2 6 7 O • I I i - ----- 0 -- ;I I,j 3 O L WALL BOARD j III O I. CONTRACTOR SHALL PROVIDE GORE COMPLIANT B (2) SIDELIGHT �I SMOKE CARBON MONOXIDE COMBINATION DETECTOR I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN �. ------ - - - ,, - - - SINGLE SWING 2-4 -i-O • -�'. - - -- ---- - --- ��-- l -- HARD WIRED TO EACH OTHER w/BATTERY BACKUP. ALL BATHROOMS +J ---Ji - - - --- -- -- - - 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND - -- -! 5-O 4-8 4'-I I I - - - G (2) CASEMENTS GW25 �_ 4'-4 „ -- - - _ „ - I IZ SINGLE SWING -- -- - - 2-8" --J� 1-O --- • - 2.INTERCONNECTION BETWEEN NEW 4 EXISTING DEVICES TUB SURROUNDS • i� D (12) CASEMENT GWIS 2'-4 5 O 2-4 �" ! -- -IL �- - LLIL - r - - - ' --- _ 4-I I ��-8.6 a.2= = 8.6=- _ -- - - - - - SHALL NOT BE RECUIRED WHERE EXISTING ALARMS 2. SHOWER FLOORS l - • _-_� -_ Ii= - ARE NOT INTERCONNECTED, AS PER NYS R314.4. 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON 113 - - -SINGLE SWING 2 b 7- O - - --- -- --- (' d CASEMENT C15 NDICATED, AND 2'-O e" 5'-O g" 2'-D �" 4'-il �" �! -- ---- - - - - - - --- -�_ J ) _ - - - -- ! 3 PER 6PROV1ENERAL ELECTRIICAL NOTES ON DE 5MOKE/CO DETECTORS AS (PAGE G--O 2. 2.2. CONCRETE MUD-SET (SLOPE I/8" PER FOOT �` -- - --- =II ,_ ,_ @'Iii '_ JI� 1= _ f I III 4.SMOKE /GO DETECTORS TO MAINTAIN 5' MIN. TOWARDS DRAIN) UPON 11 114 SINGLE SWING ! 2-b '1-O • I I -- HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS 2.5. WATER PROOF MEMBRANE TO COVER SHOWER v F (U AWNING A61 -- - -2 O e 5 II - 2 O - -- - - - --- --- ---- 4 OPENINGS TO BATHROOMS w/SHOWER OR TUB. FLOOR, WRAP DRAIN 4 ATLEAST 18" UP WALLS _ j 115 -- SINGLE SWING 2'-b -I-O • ! 5. INSTALL ALL AS PER MANU. SPEG.'s G (2) CUSTOM PICTURE - L - --! - j 2 o I� �-O � - I ,[-- -J - I � b.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR NEW LAUNDRY ROOM/CLOSET: / 2b �' IN COMPLIANCE WITH LOCAL CODE O I. NEW WASH /DRY HOOK UP - l - - 7-O • 11 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s j -TU -- ---IIb SINGLE SWING=- _-'--- - --_--- - - -1=--- -I- H (I) � CUSTOM PIG -- - 3-O' 7'-O' I w/SIZE OF EQUIP.- - 1 - ;I _ _ -- __ - - -- -- --._ ._---, 117 SINGLE SWING -�I 2 4 -1.-0.. • 3.PROVIDE HOOK UPS AS REQ'S PER MANU. n L. L. I (3) � PICTURE 2'-II �" 4'-II �" I r J I 1 DOUBLE-HUNG TW3046 f 3'-2 4-8 �" 5.8 l� 10.3 5.8 I18�1 DOUBLE SWING I �2)„ 7'-O" ( • it l! DRYER EXHAUST NOTE: b =---3'-I g 4-8 '''ll �L 2-O IL i� ---1.-- - . - - I. DUCT SHALL TERMINATE TO EXTERIOR -- . . 2. �! I � DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY _. I! OPENINGS 3.DUCT SIZE AS PER MANU. 4.DUCT SHALL BE EQUIPPED w/A BACKDRAFT DAMPER 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN CONSTRUCTION. FLEXIBLE TRAN51TION DUCTS USED TO CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM SHALL BE LIMITED TO 51NOLE LENGTHS, NOT TO EXCEED 8 FEET AND SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 2158A. 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID -0„ METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST 24--O" 8'-O" 65'-O" DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL CENTER ON RIDGE SCREWS NOTE: _ T MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER j MASONRY 1. PROVIDE ALARMS AT ALL WINDOWS AND DOORS (Im MASONRY LOCATION TO THE WALL OR ROOF TERMINATION. THE PATIO LEADING TO THE 5WIMMIN6 POOL PER CODE. r� PATIO MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 -- - FEET FOR EACH 45• BEND AND 5 FEET FOR EACH cf0' j BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES 101 60'-O" NOT INCLUDE THE TRANSITION DUCT. F 12 IS'-6" IS'-1" 13'-I" ELECTRICAL METER: 4'-O" 4'-5" II'-4" l0'-8" II'-8" -8'-O" 6'-l0" b'-9" 4'-O" O INSTALL NEW ELEC. METER AS PER NYS MEGH. CODE, 4 D 4 D D 4 G UTILITY CO. 5TANDARD5 (SEE 51TE PLAN) i - C C -- - - F - - -- -- - - tV - -- - - - -- --- -- RESERVED: DEN I A Q p 104 105 �(,1 151 V. SO (///N 4 E NATURAL L I OHT BATHROOM I \O) O A/C CONDENSERS: -CATHEDRAL- - VENTILATION I. PROVIDE (2) NEW 4-TON A/C CONDENSERS BY "RHEEM" j cV OR APPROVED EQUAL. AREA o S.F.OR LF FTA- _\ 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH 5 ZONE (5EE THERMOSTAT FOR ZONE DG51GNATION). 3.INSTALL AS PER MANUFACTURER 5P _ I DINING ROOM (MA5TER) S.F. REQ. S.F. PROV. �� _ 14 4.INSTALL UPON LEVEL 6OUND 4 PROVIDE GROUND MUDROOM/ I M S.F. BEDROOM I LIGHT N, LIVING ROOM O 0.0 S.F. 0.0 S.F. I - SURFACE (GONG. PAD OR OTHER) w/ WEIGHT RATING REQD SUFFICIENT TO ACCOMMODATE 5ROS5 WEIGHT OF w �t PANTRY 254 S.F. = I 152 S.F. r ~ CONDENSER. L ! 4'O" CL6. VENT 5. ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY GAS - --- I IT-O.. 6'-O" -0..- v ! HGHT. i- REQ'D O.O S.F. O.O S.F. ' APPLIANCE, AND AT LEAST 5' FROM WINDOWSdDOORS 0 ® -104r777777A t - 13 - WHENEVER POSSIBLE. 108 3 I I 13 3 z O THERMOSTAT: to I. PROVIDE THERMOSTAT FOR(5) ZONES: STORAGE NE O' O' I10 • IIb i0 - ZONE I: FIRST FLOOR ___-- (2) RI ® ]', �t SM/GO ENTRY I O 10 SM/GO 114 -- -- - w I SHOY�R - ZONE 2: FIRST FLOOR MASTER SUITE - ZONE 3: SECOND FLOOR lii -_ 9'OGT6. OPEN TO w z 10 _ _ 2. H.O. TO SELECT MODEL; INSTALL AS PER Q j r ABOVE - z Ll , MANUF. SPECS p - 103 O PAN O _ 3 --- COVERED s�'v I BENCH , �' - II NEW ATTIC ACCESS - PULL DOWN STAIR: 8, O„ n +x v HALLWAY 11'7 MASONRY O I. MIN. 550 # CAPACITY PROJECT: - - --- i \ SM/GO PATIO 3. DBL. FRAMING WHENN EW OPENING -- -- P THRU OPENING (MIN. 2,2"x30") 36 ® ® m 3 SHEEfROCK AND WALLS AND CEILING 2'-2.. A 4 REF FLUSH LINEN SM/GO BEDROOM 2 4.WEATHERSTRIP ACCESS OPENING 4 PROVIDE R-49 BRIDGE LANE L L PROVIDE " TYPE 'X" FIRE RATED - - \ �pLl C - PROVIDE SIMPSON INSULATION ABOVE w/WD. FR. (OR EQJ BAFFLE OR II' -6" Q - - - _ _ - __ _ -- F.J. HANGERS 112 1�r GAS. RETAINER TO PREVENT INSULATION FROM ENTEIRING MASONRY p Q O // 13 RESIDENCE DWELLING WHEN OPENED, AS PER NYS EGG R4Q2.2.4 _ I STOOP p 3'x 1' ISLAND _ I 106 - THERMAL ENVELOPE OF BUILDING). MIT NHEN ATTIC ACCESS DOES OT PENETRATE At I j _ _ O 3'- -, I 5. INSTALL AS PER MANU. SPEG.'s- - - r m - 2 � R - 3 V. NATURAL LIGHT 6.CONSULT H.O. FOR PRECISE LOCATION OF AGGIESS. � cv �THROOM 2 VENTILATION in LAUNDRY 5395 BRIDGE LANE O ® Q = - KITCHEN }� OPEN TO GL FLOOR NEW PLUMBING FIXTURES: _ O �0BOVE ROOM 5 = AREA 0 S.F. 12 ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405, 2 GAR GARAGE ly�n , 210 S.F.sF .r-w O m - L b r IIB SEE ALSO PLUMBING GENERAL NOTES ON PAGE G-002. CUTCHOGUE, NY 11935 LIT- 14 S.F. REQ. S.F. PROV. I ---- - ry N � Q � .D � NEW = I - __ = I - LIGHT NEW FLOOR: n Cam; UP , GL REQ'D 0.0 S.F. 0.0 S.F. 13 NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); DRAWING TITLE: to 101 rcD m �; VENT O, SCREW PERIMETER OF SHEATHING 6" O.G. 4 12" O.G. ® - - 0.0 S.F. 0.0 S.F. = INTERIOR. PROPOSED FIRST FLOOR PLAN I-I I-I 3-b _ _ READ 2.NEW FINISHED FLOOR PER H.O. SELECTION A-301 A-301 NN B - 5 - NEW TILE FLOOR: 14 1. NEW TILE FINISH (H.O. TO SELECT) UPON 2.ONE LAYER THINSET(LEVELED PROPERLY) UPON NEW Q'W x 8'H NEW 9'W x &'H ' 3.NEW " DUROGK CEMENTBOARD (OR EQUAL) UPON GARAGE DOOR GARAGE DOOR IS'-6" 15'-2" 2'�O" 3'-2" 5'-O" 2'-O" 10'-8" 4.NEW " PLYWOOD 5UBFLOOR BENEATH (GLUE 4 SCREW); COVERED SCREW PERIMETER OF 5HEATHIN5 6" O.G. 4 12" O.G. MASONRY' ! INTERIOR. PAGE: STOOP HYDRONIG AIR HANDLER: IS I. PROVIDE (1) NEW 4-TON HYDRONIC AIR HANDLE") BY 102 I I 12'-O" -- "RHE-EM" OR APPROVED EQUAL IN ATTIC A� 0 -- 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH ■ ZONE (SEE THERMOSTAT FOR ZONE DESIGNATION). 3.PROVIDE HOT WATER COIL AND CONNECT NEW HOT WATER/BOILER COMBO TO NEW COIL. a�w O m �z Ib G PROVIDE CONGEALED GUTTERS AT ALL ROOF EDGES DATE: 02/15/23 7 OF 15 2.CONNECT DOWNSPOUTS TO CLOSEST DRYWELLS � I D Ar�e� 2, O„ 2,!0„ t CONCRETE APRON - 0 20 0 5 �fi�Oi�OSED i-I RST FLOOR FLAN GRAPHIC SCALE - 1/4"=1'-0" * • , 0 I,cf IC S.E. HABITABLE SPACE; 2,55/6 S.E. OROSS AREA SCALE: I/4" = I'-o° U',, �1A � oayaa o OE I ` ERAL -" "*r��50L <E _ FLOOR PLAN NOTES Q NEW PARTIAL HEIGHT DOOR NOTE: WINDOW NOTE: 0 EXISTING TO BE DEMOLISHED � WOOD FRAME (L.G. STL. Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT O I. ALL NEW WINDOWS $ DOORS SHALL BE ANDER5EN L!J WHEN APPLICABLE) ON PLANS BY 'JELD-WEN' (OR EQUAL). CASEMENT, DOUBLE-HUNG, OR GLIDING (AS NOTED). w - �__ EXISTING TO REMAIN 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT INSTALL AS PER MANU. SPEC.'S. -J +D ON PLANS BY 'THERMATRU' (OR EQUAL). 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; NEW FOUNDATION WALL 3.NOTE DOES NOT INDICATE EACH NEW DOOR SEE DESIGNATIONS I WINDOW SCHEDULE. w 1-------{ NEW WOOD FRAME (L.G. / ��' PROPOSED;SEE DESIGNATIONS d DOOR SCHEDULE. 5. FOR SUBSTITUTIONS,SEE NOTE #q IN "GLASS WINDOWS Q i_' N F -I STL. WHEN APPLICABLE) �/ `, \-�- 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR AND DOOR5" ON PAGE 0-002. CLo WALLS, U.O.N. 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. 0 NEW I-HR FIRE RATED MIN. (2) 2"x4" 5TRUGTURAL 5. INSTALL AS PER MANU SPEC.'S 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH ± y 6.PROVIDE (2) 2"xIO" HDR., U.O.N. 6.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: _ / WOOD FRAME (L.G. STL. POST FOR 4" WALLS T SEE PAGE 6-003 FOR ALL OTHER FRAMING 6.1. FOR ALL SKYLIGHTS d OPERABLE PANELS OF ? "C � WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. SWINGING,SLIDING, d BIFOLD DOORS POST FOR 6" WALLS), U.O.N. 6.2. WITHIN IS" OF F.F. NEW 2-HR FIRE RATEDO STAIR 8 RAILING NOTE: 6.5. WITHIN 24" OF A DOOR 0 C Lo Z d' "' "•v;. WOOD FRAME (L.G. 5TL. I. ALL NEW STAIRS SHALL HAVE MAX. 8-I/4" Ri 8 MIN. 10" 6.4. WITHIN STAIRWAYS b WITHIN 56" OF A LANDING - v- T_ 2. GREATEST RI5ER HEIGHT IN A FL16HT OF STAIRS SHALL 6.6. SEE ALSO GENERAL NOTES ON PAGE 6-002 X WHEN APPLICABLE) Tr - RISERS SHALL BE CLOSED 6.5. WITHIN TUB/SHOWER ENCLOSURES O N I WS SHALL BE ANDER:SEN INSTALL A5 PER MANU. SPEG.'s. SEE PAGE "G-003" FOR NAILING STRAPPING DETAILS. NOT EXCEED THE SMALLEST BY MORE THAN ". T. SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND c o 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST V-8". WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM O m ♦► ALL NEW W NDO 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: (2) 2"xIO" HEADER U.O.N. _ _ _ 4.1. BETWEEN CLEAR HEIGHT $ HANDRAILS: 36" MIN. 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER � N "*SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER" 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5" MIN. NYS R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS C .. ---- --- - - -- -- - ------ - �i DOOR SCHEDULE IN C) 4 3 BE OW HAN L DRAIL, RAILS ON BOTH SIDES• 27" M LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN'►2" WINDOW CHART Ji - - - ----- - -- --_-- -------- - - ---- - -- -- _- __-_ - -- ------_ -_- --- - --- -- - - >___-- 5. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ABOVE GRADE OR THE ADJACENT SURFACE AT 'THE n , m O ---- DOOR I MATERIAL ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR BUILDING EXTERIOR. - EGRESS OR MORE RISERS, AND WHERE SHOWN ON PLANS. 1 WINDOW DIMENSION CLEAR TEMP PROV.LIGHT VENT - -- -- -_- -- - i J b. GUARDRAILS SHALL BE PROVIDED FOR OPEN-51DED ROUGH OPENING PROV. TAG TYPE MODEL # PER TAG DESCRIPTION 1 FIRE NOTES EGRESS NOTE: OPENING i PER MANUFACTURER WALKING SURFACES LOCATED MORE THAN 30" ABOVE _ -- WIDTH REOV: 20" d N j RATING FINISHED FLOOR OR GRADE, 8 WHERE SHOWN ON PLANS. IN COMPLIANCE WITH NEW PORK STATE BUILDING l! HEIGHT REOV:24 UNIT UNIT WIDTH HEIGHT 0 7. 42" HIGH GUARDRAIL d SPINDLE SPAGIN6 NOT TO CODE,SECTION R310.2.1;THE FOLLOWING MEANS OF WIDTH -= HEIGHT WIDTH J -HEIGHT --- - 45 MIN. RATE EGRESS SHALL BE FOLLOWED: OPEN REQ'D-_5,'I $.F. _ A (I) CASEMENT GXWI45 3-O ALLOW PASSAGE OF A 4" SPHERE;36" HIGH 4'-5 2'-I I 4-4 f -- -- - - `-- 1 - - --- - - - _=_- HANDRAIL # SPINDLE SPAGIN6 NOT TO ALLOW - I[ -' �L�_ - - - --- SELF-CLOSING -- L PASSAGE OF A 4" 0 SPHERE. NET CLEAR OPENINO........... 5."1 S.F. � . - __ - � SECOND FLOOR � NET CLEAR HEIGHT............... 24" MINIMUM j 8. GRIPPABLE RAIL AS PER GODS. , AI (I) CASEMENTS GW245 4'-q' 4-5 4-8 „ 4-4 " -- - �, - - - -- _ _ - - ---- -- ----- q. RAILING TO BE WOOD W/METAL SPINDLES. --- - I- - -- - ------- -- - 201 - -DOUBLE SWING I O 1'_p:- NET CLEAR WIDTH 20" MINIMUM 2 6' YPICAL BATHROOM NOTE: -- -- _ 8-O v = - ---- - - - -- -. .- -- - - -- -- 5 AESLD208 I' SMOKE DETECTOR / COGO DETECTOR NOTES: rl 1 1( Vf - _ l O 2 p - - O I. WALL BOARD - - -- - 202 SINGLE SWING -�� O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT 4'-q" 5'-O " 4'-8 " 4'-II IL _ J� - ( �I - - �' SMOKE /CARBON MONOXIDE COMBINATION DETECTOR I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN B (2) SIDELIGHT G (2) _��_.-_ __-_. =' -- - - --_ - - -- - J r ALL BATHROOMS - - - • HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND 2.INTERCONNECTION BETWEEN NEW b EXISTING DEVICES - I 1 203 SINGLE SWING 2 6' '1' O" TUB SURROUNDS • - CASEMENTS GW25 D (12) III CASEMENT ll GWIS 2-4 5-Og" 2'-4 g" 4'-I I 8.6 ii q.2 8.6 � SHALL NOT BE REQUIRED WHERE EXISTING ALARMS -t= -- - - - - 2. SHOWER FLOORS _ - „ ARE NOT INTERCONNECTED, AS PER NYS R314.4. 2.1. NEW TILE FIN15H (H.O. TO SELECT) UPON - - -- �I - ING - - • (� ll 3.PROVIDE SMOKE/GO DETECTORS AS INDICATED, AND E (I) I 1 204 SINGLE SW 2 6 7 O L - 1, - - 2.2. CONCRETE MUD-SET (SLOPE 1/5" PER FOOT' b -- - - - -- _ = = _--_-_-- ------- �I _-__ _-- - PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. TOWARDS ---- -__ 8 ---CASEMENT GIS 2'-O „ �,_0 „ 2'_O 4'-I I - -- - - �'-__ ��. __ --__ �I DRAIN) UPON 4.SMOKE /GO DETECTORS TO MAINTAIN 3' MIN. 205 SINGLE SWING �! 2'-6' 7'_p" I • II JI - HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS 2.5. WATER PROOF MEMBRANE TO COVER SHOV�(ER U r _ - ------ --L. -__ b OPENINGS TO BATHROOMS w SHOWER FLOOR, WRAP DRAIN d ATLEAST IS" UP WALLS - - --AWNING A61 �I - 6-0=g 2'-O l' 5'-I I �„ --- -- "- - - - - -- _ -- -- -- - / OR TUB. F lU l J �„ -- -- - _ „ 5. INSTALL ALL AS PER MANU. SPEO.'s _ 2_p - - - 206 SINGLE SWING 2' 6 1 O • ! I --- - - -_-] _ ��-_-- -_- ----- _L- 1--_ 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR NEW LAUNDRY ROOM/CLOSET: - --- - I - - - - - ��--- -- -- - - - --�, ,'-O' - - - ---- --- - - --- - - - -- -- - -I IN COMPLIANCE WITH LOCAL CODE O I. NEW WASH /DRY HOOK UP _ CUSTOM PICTURE G 2 " ( J _ -- - - --- - -- - -- ---- 2.COORDINATE LAUND. ROOM 8 DOOR DIM.'s ' SINGLE SWING 2-O' "i'-O' • w/SIZE OF EQUIP. - L - - ----- - H (U CUSTOM PICTURE 1 I mo- I j� 3.PROVIDE HOOK UPS AS REO'S PER MANU. I (3) PICTURE P3050 - 3'-O 5'-O 2--11 �y' 4'-II -- i 208 SINGLE SWING -- IL 2-O _ 1--0 •- n 1 J (1) DOUBLE-HUNG TW304(6 -- 3'.2 4'-& 3-1 4'-8 5.8 103 5.5 20q SINGLE SWING7'-O" • J L it DRYER EXHAUST NOTE: I. DUCT SHALL TERMINATE TO EXTERIOR 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY OPENINGS 5. DUCT SIZE AS PER MANU. 4.DUCT SHALL BE EQUIPPED w/A BACKDRAFT DAMPER 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WIITHIN CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM SHALL BE LIMITED TO SINGLE LENGTHS,NOT TO EXCEED 8 FEET AND SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 2158A. 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL SCREWS -i. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE m fn MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 --- - -- 65'-O" FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 90° r Y� BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES 60'-O" NOT INCLUDE THE TRANSITION DUCT. I4'-b" 12'-0" ! I CENTER ON CENTER ON CENTER ON CENTER ON { DOORS BELOW WINDOWS BELOW DOORS ELOW WINDOWS BELOW O ELECTRICAL METER: 10'-4" Ib'-6" ID'-10' II'-q" INSTALL NEW ELEC. METER AS PER NYS MECH. CODE, d I=L4I I D 4 D D D 4 D D G 4UTILITY CO. STANDARDS (SEE SITE PLAN) -- - - -- - -- - --- - -- - ----- - - - RESERVED: i I I NATURAL LIGHT r IBATHROOM 3 12 (B) I q A/C CONDENSERS: O I. PROVIDE (2) NEW 4-TON A/G CONDENSERS BY "RHEEM" ----- - ---- -- - -- VENTILATION = O OR APPROVED EQUAL. 1 N i FLOOR 167 S.F. � ALP_WAL:L 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH AREA ZONE (SEE THERMOSTAT FOR ZONE DESIGNATION). I 2 5 3.INSTALL AS PER MANUFACTURER SPECS. BEDROOM 3 S.F. REO. S.F. PROV. n / Y 13 (MASTER) LIGHT n 14 RX) 4.INSTALL UPON LEVEL GROUND d PROVIDE GROUND Ib-7 S.F. 13.4 S.F. 2T( S.F. l SURFACE (GONG. PAD OR OTHER) w/ WEIGHT RATING ,I - REQ D 5UFFIGIENT TO ACCOMMODATE OR055 WEIGHT OF w I / FAMILY ROOM VENT - -_-_ CONDENSER. 6.-I S.F. 25.8 S.F. 155 S.F. Oi 13 REQ D 5. ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY' GAS cV 1 APPLIANCE,AND AT LEAST 3' FROM WINDOWSA;GOORS O m / WHENEVER POSSIBLE. V --'f f f ---- 3 WALK-IN THERMOSTAT: �u �. • CLOSET I 10 I. PROVIDE THERMOSTAT FOR (5) ZONES: 1 ALIGN TOP RI5ER 10 SM/GO 205 - ZONE 1: FIRST FLOOR j \ `OPEN TO w z WITH FLOOR SYSTEM 203 I - ZONE 2: FIRST FLOOR MASTER SUITE r� BELOW ) z p O - ZONE 3: SECOND FLOOR I: / - NICHE 1 - 2. H.O. TO SELECT MODEL; INSTALL AS PER 2 Q•�� __ 15 --- MANUF. SPECS in 201 5M/Go �J ( __ II NEW ATTIC ACCESS - PULL DOWN STAIR: m O I HALLWAY _ 206 I 1. MIN. 550 # CAPACITY PROJECT: VERTICAL LOUVERED WALL (CEDAR) AL16N LOUVERS m _- 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") -------- ---------- - ---- ------ ---- -- 2ND FLOOR FINISH TO CEILING I � - - W/FLOOR ANGLE � - - 3 13 I 3.DBL. FRAMING WHEN NEW OPENING 4.WEATHERSTRIP ACCESS OPENING # PROVIDE R-4q BRIDGE LANE L LC i 202 • D I INSULATION ABOVE w/ND. FR. (OR EG) BAFFLE OR SM/GO BEDROOM 4 RETAINER TO PREVENT INSULATION FROM ENTERING 4 DWELLING WHEN OPENED,AS PER NY5 EGG R402.2.4 RESIDENCE 2,-�„ 2'-8" (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE + 1 z O THERMAL ENVELOPE OF BUILDING). ! ® ( D 5. INSTALL AS PER MANU. SPEG.'s OPEN TO E 5 __- 201 l VENTILATION - NATURAL LIGHT � � O� cv b.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. - E -- BELOW FLOOR z a NEW PLUMBING FIXTURES: 5395 BRIDGE LANE i AREA O S.F. W O m 0O 12 ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 4F05. CUTCHOGUE NY 1.1935 BATHROOM 4 p SEE AL50 PLUMBING GENERAL NOTES ON PAGE 0-002. S.F. REO. S.F. PROV. p_ I OI' LIGHT I NEW FLOOR: rz 12 REO V 0.0 S.F. 0.0 S.F. 13 +I GL. VENT O I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE d SC;REVO; DRAWING TITLE: SCREW PERIMETER OF SHEATHING 6" O.G. b 12" O.G. ® - - _ -- --- --- --- -- - • cV REQ,D O.O S.F. O.O S.F. INTERIOR. 1 - - 2.NEW FINISHED FLOOR PER H.O. SELECTION PROPOSED SECOND FLOOR PLAN G H 6 NEW TILE FLOOR: 14 I. NEW TILE FINISH (H.O. TO SELECT) UPON 2.ONE LAYER THINSET(LEVELED PROPERLY) UPON i CENTER 0 O 3.NEW " DUROGK CEMENTBOARD (OR EQUAL) UPON { DOORS BEL W 12'-0" 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE d SCREW); i 5GREW PERIMETER OF SHEATHING 6" O.G. d 12" O.G. INTERIOR. PAGE: I +1 HYDRONIG AIR HANDLER: 1 I 15 1. PROVIDE (1) NEW 4-TON HYDRONIG AIR HANDLER(5) BY A-lu3moo I "RHEEM" OR APPROVED EQUAL IN ATTIC 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH ZONE (SEE THERMOSTAT FOR ZONE DESIGNATION). 3.PROVIDE HOT WATER COIL AND CONNECT NEW HOT WATER/BOILER COMBO TO NEW COIL. 1 m m I6 G PROVIDE CONGEALED GUTTERS AT ALL ROOF EDGES DATE: 02/15/23 7 OF 15 i 2.CONNECT DOWNSPOUTS TO CLOSEST DRYWELL5 I m 1 0 5 10 20 � D A#,Cy 'ROi�OSD SECOND FLOOR PLAN GRAPHIC SCALE 1/4"=1'-0" � eCJ M ' � P 8-75 S.F. H �I TABLE SP G� 8-75 S.F. GROSS AREA SCALE: I/4" = I'-o° �� � ',.°� . o 03740'6 yO2- p F NEB \ Q \ p \ W W CENTER ON ENTRY 17 PROP. RIDGE HEIGHT -—-—-—-—-—-—-—-—-—-—-— IA IB \ \ Q Lo ELEV. _- 04 _ I I i - - - - - - - - I e- i, O i I , , d' - -- - - - - N O , I I I � - - -- i \ Q ++ na :2 O \ W -- -------- ---___.__...- - --__-__---------------------------_____-------------- PROP. RIDGE HEIGHT _.-._. I --_ - I I ---------- - - -- ---- --- - --- -------- ---------------- 5 ---- --- --._-._--_.— -- - --' -- ... --- - ELEV. +72.7' I , I I z —Lu m - f i I � i ' I I I SECOND FLOOR = _ -- EL I \ \ ------- - -- --- ---- - - -- -- -- - ----- I -- -- ---- ---- - -- - ----- - --- ----- --- ----.._..-—---------_ —_ _ -- Al I , I -- I - - - - � - --- - --- -- --- - -- I (� O — ' -- >_ ---.__ ---------__--_ ------ -------------------_-- FIRST FLOOR ��,I --- L- - J- L - � L=_- - --... ---------- ------ I j —-- - --- --- - ------ -- -- — ----- _ _ t - - ---- ---- -- GARAGE SLAB --- IL--- ---J _- - ± C=---" -!I --- L- -- - � - — - ---- ------ --- --- ----- — --- -- NEAREST SET BACK NORTHWE ELEV. +54.0 - -- --- --- --- --- - -- ...- -- --- - --- - ---a I -- _ - i -1 - 20.8' I ! / %\_ — ; AVERAGE GRADE --- - - _ - -"- - AVERAGE GRADE ELEV. +53.b' 4 7 4 I LQ - � - BASEMENT SLAB ELEV. +45.0' --� �-•---- - -- --B.S. I NORTHEAST ELEVATION (t-RONT) j I SCALE: 1/4" = P-O" N ELEVATION NOTES z O TYPICAL ROOFING: � I I. SEE NOTE AT BUILDING SECTION FOR MINIMUM O CONSTRUCTION STANDAR17)5 U ! 2. H.O. TO VERIFY FINAL COLOR d MATERIAL SELECTION BEFORE INSTALLATION ! tz I j 1 - ---II- — --- --- ASPHALT SHINGLE ROOFING BY 'GAF' (OR EQUAL) IA (MIN. 30 YR. HARRANTI''); CHARCOAL f2 i IB STANDING SEAM METAL. ROOF PANELS, BLACK I TYPICAL SIDING: �� I � ', � I I ; PROJECT: 2 1. SEE NOTE AT BUILDING SECTION FOR MINIMUM I I CONSTRUCTION STANDARDS / f I ' ► I � BRIDGE LANE L L C 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION j " � � I i BEFORE INSTALLATION j HARDIE BOARD 8 BATTEN, 2'-O" SPACING; CONST. I RESIDENCE ® GRADE CEDAR HARDIE CEMENT LAP, 8.25"H HORIZONTAL; CONST. GRADE CEDAR B 5395 BRIDGE LANE NEW A/C CONDENSER ON GONG. PAD OR OTHER CUTCHOGUE' NY 11935 O PLAN NOTES) ROUND SURFACE (SEE FLOOR OTES) ',,,ISO I I i I j DRAWING TITLE: O4 NEW CLOSED P. GONG. 'STAIR I I PROPOSED EXTERIOR ELEVATIONS O5 TYPICAL I"x12" CEDAR PAINTED BLACK (OR EQJ: I. PROVIDE AT ALL FASCIAS i I I O6 NEW GAS METER; INSTALL --- PER UTILITY CO. STANDARDS I PAGE: O NEN HOSE BIB NEW POOL EQUIPMENT ON GONG. PAD OR OTHER I I 1000 g0 APPROVED GROUND SURFACE (SEE FLOOR PLAN NOTES) Oq NEW BASEMENT ENTRY CLOSED P. GONG. STAIR — DATE: 02/15/23 8 OF 15 i I SD APO I 1 I i � � � F NORTHNEST ELEVATION (fibIOHT 51DE) of SCALE: 1/4" = ['-Oil 037 ci OF NE`� Ld -J C) Lo c: (y) ' o (o 0 u 0 0 C) M 0 -c 0 Ill N 0 :2 0 _7 ----------- -- --- ---------- ------------- I. (D (D OL. / l 11� ------ I- ! I Q) 1.2 I V IL—J --------------- ----- ------ ------------- cf) ---------- _ _ __ ' j � _ ----- __ ----------- --------------- --------- I I � I' -------------- :E _ ----------------------j iL-�i SCREEN WALL --- LA POOL EQUIP. AREA-/ SOUTHV�EST ELEVATION (REAR) 50ALE: 1/4" 1'- 01, ELEVATION NOTES OTYPICAL ROOFING: I. SEE NOTE AT BUILDINS SECTION FOR MINIMUM CONSTRUCTION STANDARDS .2. H.O. TO VERIFY FINAL COLOR 4 MATERIAL SELECTION BEFORE INSTALLATION ASPHALT SHINGLE ROOFING BY` '6AF' (OR EQUAL) z uj IA (MIN. 50 YR. WARRANTY); CHARCOAL 0 IB STANDING SEAM METAL ROOF PANELS; BLACK il> TYPICAL SIDING: O Z CONSTRUCTION STANDARDS I. SEE NOTE AT eUILDINO SECTION FOR, MINIMUM ' Lii 2- H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION BEFORE INSTALLATION HARDIE BOARD $ BATTEN, 2' 5PAOINO; CONST. Z�' GRADE CEDAR PROJECT: HARDIE CEMENT LAP, 5.25"V4 HORIZONTAL; CON5T. GRADE CEDAR BRIDGE LANE LLC NEW A/C CONDENSER ON GONG. PAD OR OTHER APPROVED GROUND SURFACE (SEE FLOOR RESIDENCE PLAN NOTES) O NEW CLOSED P. GONG. STAIR 5395 BRIDGE LANE , TYPICAL I"xl:2" CEDAR PAINTED BLACK (OR EO.): ------ c I. PROVIDE AT ALL FASCIAS UTCHOGUE NY 11935 ----------- OIll GAS METER; INSTALL PER UTILITY CO. STANDARDS PROPOSED EXTERIOR ELEVATIONS O NEW HOSE BIB -------- NEW POOL EQUIPMENT ON GONG. PAP OR OTHER APPROVED GROUND SURFACE (SEE FLOOR PLAN NOTES) ------- SCREEN WALL --__---i! / \ PAGE: O NEW BASEMENT ENTRY OL05ED P. GONG. STAIR CAR. j jl - .-- -- I' ! —- -- - --- - -- - - - ..._—_ DATE: 02/15/23 ■ 9 OF 15 Ali LI A \-POOL EQUIP. AREA SOUTHEAST ELEVATION (LEFT SIDE) 5CALE: 1/4" I'-o" 03 L=J I LI A 20-2 0 00 4F OF t"4 C) Ld Lij _j < to O PROF. RIDGE HEIGHT C,4 -—-—-—-—-—-—-—-—-—- LO Z .44- ELEV. +-12.1' 0 c CL • >1 x 12 c 0 =3 (o 0 C) M 0 L r) /�KPROP. RIDGE HEIGHT -—-—-—-—-—-— 04 6 N�JELEV. +695.1' c C) 0 12 &V \�EXPOSEV BEAMS a DEN (D BEYOND C\ �¢Q '�F INSULATION a DEN CATHEDRAL 2 CEILING BEYOND 711- �5 C.J. PER PLANY&W&I 1 F.J. PER PLAN \-INSULATION a GARAGE CEILING ENTRY PROVIDE HDR ABOVE ALL WINDOWS S DOORS AS PER STRUCTURAL PLANS GARAGE m PANTRY I < Lu 2"xb" SILL V -PLATE d�j tu ® WINDOWS. FIRST FLOOR FIRST R5T FLOOR, 7, < ............ ............ !, I� c ELEV. +55.1' ELEV. +55.1' GARAGE SLAB . ELEV. +54.0' .............. J1' 4"WPITCH A J-1 Ll W AVERAGE GRADE AVERAGE GRADES F.J. PER PLAN IYELEV. +55.95' VELEV. +55.8' Xx j\\ j\\j C� BUILDING 55-STION NOTES m BASEMENT /XX\\>// EJ ONEW ROOFING NOTE (F.): >Xv/X I. INSTALL NEW AS NOTED ON ELEVATIONS 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO COMPACTED 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS FILL OVER 5.INSTALL 15 # BUILDING FELT (U.O.N) OVER SEC-710N I -I/A-501 4.1/2" COX PLYWOOD SHEATHING (BLOCK ALL SEAMS) 5. CAP SHINGLE OVER RIDGE 4 HIPS (AS FzEav) 50ALE: 1/4" I'-V 6.PROVIDE RIDGE VENT(AS FzEav) 7. FLASH ALL VALLEYS &.INSTALL DRIP WOE AS REO'D cl. INSTALL ALL AS PER MANU. 5FEC.'s 7"rPlr-AL ROOF 4 CEILING CONSTRUCTION- . NEW ROOFING AS NOTED - 1/2" CDX fLYPqP SHEATHING (BLOCKING ® ALL PLYV0 SEC.710N 2-2/A-501 SEAMS) * R.R., O.J., 4 C.T. AS NOTED ON PLANS (a SPANS OVER SCALE: 1/4" = 1'-0" &' IN5TALL "X" BRIDGING a CENTER OF SPAN,U.O.N) 0 PROVIDE R-4dT BATT INSULATION WHEREVER ALLOWED PER ATTIC SPACE; IN ALL OTHER AREAS, PROVIDE R-55 BATT INSULATION . PROVIDE 2" THK. SPRAY FOAM INSULATION a EAVES NEW EXTERIOR WALL CONSTRUCTION (TYP):O CONNECTION 'A' AS * "TYVEK" HOUSE WRAPNENTEP) (OR EQUAL) UPON PER PAOE 0-005 - 1/2" CDX PLYND. SHEATHING (BLOCKING a ALL PL`(KD SEAMS) UPON r-KPROP. RIDGE HEIGHT -—-—-—-—-—-—-—-—-—-—-—-—-—-— — NEW RIDGE . 2"xib" STUD5 a IV' O.C. Pq/DBL. TOP PLATE . MIN. R-21 BATT INSULATION 0 5/95" GYPSUM BD. WALL FINISH NEW SIDING NOTE (7YP): OI. INSTALL NEW AS PER ELEVATIONS 12 2."TYVEK" HOUSE WRAP (OR EQUAL) 5.INSTALL ALL AS PER MANU. SPEC:s 4.PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION z 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL w TYPICAL FLOOR CONSTRUCTION: E O1. FINISH FLOORING TO SELECT 0 C-3 2. 5/4" TS5 CDX PLY�10. 5UBFLOOR GLUED 4 SCREWED 5. F.J. AS NOTED ON PLANS - AT SPANS OVER 5' INSTALL 'X' BRACE 0 MID5PAN 4. MIN. R-50 BATT INSULATION (ONLY BETWEEN FIRSTMI' h PER PLAN FLOOR AND FOUNDATION) 5. 2" THK. SPRAY FOAM AT 51-06. PERIMETER RIM JOISTS PROVIDE HDR ABOVE tii ALL WINDOWS 4III' SECOND FLOO� DOORS AS PER STRUCTURAL PLANS FAMILY ROOM HALLWAY PROJECT: 2"xb" SILL Lu PLATE ® WIND tu 0 BRIDGE LANE LLC < tu RESIDENCE rK SECOND FLOOR --------------- +65.5, F.J. PER PLAN 5395 BRIDGE LANE CUTCHOGUE, NY11935 CONNECTION '61' A5 PER PAGE 0-005 j __ j NEW STUD TO FLOOR ASSEMBLY ; i DRAWING-TITLE: FIRST FLOOR BUILDING SECTIONS Fu DINING ROOM 0 HALLWAY FOYER NEWSTUD TO i d)LUd FIRST FLOOR FLOOR ASSEMBLY Lu ELEV. +55.1' CONNECTION VI' A5 PER PAGE 6-005 5 PAGE: 4"WPITCH AVERAGE GRADE F.J. PER PLAN s 0 in 0 0 r x xxxxx X\\�X\x BASEMEN:T�] x X//XXXX x DATE: 02/15/23 10 OF 15 COMPACTED-1 FILL , BASEMENT SLAB 0 A&C ELEV. +45.0' Q,p F V L j < (p. 0374 OF tN4 SECTION 5-5/A-501 SCALE: 1/4" Q PROVIDE STRAPPING d NAILING 0 AS PER CONNECTIONS 'D' d 'E' IN (jj "TYPICAL NAILING/STRAPPING W REQUIREMENTS FOR UPLIFT, J SHEAR, d LATERAL RESISTANCE" PROVIDE 3" (MIN.) GONG. COVER HEADER AS SECURE HANDRAIL TO WALL CAT LEAST ONE ON PAGE 0-005 ® EA. JOIST/ OF ALL REBAR WITHIN P. GONG. N SPECIFIED ON SIDE OF STAIR IN ACCORDANCE w/MANU. SPEG.'s; STUD (AS APPLICABLE) FOUND. WALLS d P. GONG. FTG'5. ++ PLANS AND NOT PROJECTING MORE THAN 4Y2" INTO I Q - Lo STAIRWAY;SEE HANDRAIL GRIP SIZES ADJACENT PROVIDE INSULATION •� PITCHED METAL BETWEEN CAVITIES NEW 2"xb" (BELOW STUD) d 0 PER ENERGY TABLE `(o^ JOIST HAG 2"x4" BELOW F.J P.T. SILL w r W SIMPSON' OR EQUAL (WHEN APPLICABLE) PLATES UPON SILL SEAL UPON O e- \ FIRST FINISHED FLOOR COPPER TERMITE SHIELD = O FLOOR SYSTEM AS NEW 5/a"m HOOKED ANCHOR i N 1 \ NOTED ON PLAN BOLTS w/3" SQUARE WASHER d 0 C Lo z ENDNUT;SPACING AS INDICATED II, ON 0-005 FOR STUD WALL d ® •0 X .Y N - --- ---- ------ 4a" O.G. FOR F.J. PLATE �1 U V2" MIN. SPACE BETWEEN \ c 0 � (0 WALL AND HANDRAIL \ - 0 Q m +, , O ++ to 5/4" PINE RISER \ I GRADE ` s/4" PINE TREAD STANDARDS FOR C RI PPABLE HAND RAIL 11 < � � � 0 z 4 II - _ VJ SCALE: NTS r --------- 4 ( --- !X O CROSS SECTION ¢ MIN. C0 z HANDRAIL JJi w - -- I" ROUNDED NOSING Z Q CLEARANCE CIRCULAR NON-CIRCULAR I \ w/Y4" RADIUS 11 -- i •--I—J • \ - (NOT INCLUDED IN O -- -- - TREAD DIMENSION) �/ \ II / j 4"-614 O I / II PROVIDE 3" (MIN.) GONG. COVER j ly4 _2 / PERI- / ZV4 / II ( - - ------ OF ALL REBAR WITHIN P. GONG. MIN. �� II METER / MAX. / #6 HOOKED VERT. ° •II I - I FOUND. WALLS d P. GONG. FTG'S. PROVIDE STRAPPING d NAILIN ( M REBAR ® 25" O.G. _ j I AS PER CONNECTION 'D' IN / ` II -- - "TYPICAL NAILING/STRAPPING 1 \ _ REQUIREMENTS FOR UPLIFT, -T—� v <°�1 I - 5141 R, d LATERAL RE515TANG ' • ; / / / ^ II _ ----XQ - - ON PAGE 6-003 ® EA. STUD. W NEW (2) 2"xb" P.T. SILL PLATES ASPHALTIC, DAMP O I- 4" P. GONG. SLAB UPON SILL SEAL UPON COPPER PROOFING TO EXTERIOR I, - lu I O--- - TERMITE SHIELD v i m j j 6"xb"-IOxIO W.W.M. BETWEEN U (3) 2"xI2" STRINGERS ® w/ R-21 -~- I CENTER d UPPER OF SLAB !- INSULATION, IF UNDERSIDE 15 FACING _ �t II - SECURED IN PLACE DURING POUR i NEW 5/b"� HOOKED ANCHOR STORAGE/NON-HABITAL SPACE ---- b MIL POLY BOLTS 0 39" O.G. w/3" 50UA I1." . - ` -- WASHER d ENDNUT \ P. GONG. FOUND. WALL .II - z I MOISTURE RETARDER � \ (MIN. 4,000 PSI) W Y2" GYP. BD. Z STORAGE UNDER # GRADE (WHEN APPL I GALBE) _4 HOR. CONT. REBAR ® I , w,,,t, .- t-�.,. -• I \ TOP, MIDDLE THIRDS, d II BOTTOM OF WALL (4 TOTAL) I� I 4" GRAVEL BASE - - - 8"-------- I ------_.-- \ #4 HOOKED VERT. REBAR® 4b" O.G. °ICI XI \ P. GONG. CONT. FTC. ^ I ? I I (MIN. 4,000 PSI) °... I� _ i #4 HOR. CONT. REBAR ® TOP d E30TTOM OF WALL (2 TOTAL) I O Z TREATED 2"xI2' SILL FOR CONTACT \ 4" P. GONG. SLAB P. GONG. FOUND. WALL w/GONG. (IF APPLICABLE) b"xb"-IOxIO W.W.M. BETWEEN II i I I - \ CENTER d UPPER '# OF SLAB ° I I - i I _._-. --- (MIN.4,000 P51) I I - BASEMENT/FIRST FLOOR SECURED IN PLACE DURING POUR 1 - --- - - - - - ---- -- ------- - -- - - II - -i" P. CONT. FTC. - - - - -- ----- --- II -- ( C(MIN. 4,000 PSI) HOR. BA a 1 (3) #5 CONT. REBAR _j -- � li-.i;, C=J II b MIL POLY I i MOISTURE RETARDER � - -- - - -- INTERIOR NOOD STAIR DETAIL 4° GRAVEL BASE ^ °m •.Q --- j I _ _ • m~ - I , A-4OI.00 (5) #5 HOR. CONT. REBAR ---_-- c I - 2'-O" LAP SCALE: 3/4" - I'-O° _ ( I I ___-_ COMPACT FILL I PROV. CLEAN3„I FINISHED STONE I I --- -- -- -- ---- ( -- - ---- - ------ I I _ (TYP.) - I PROV. GLEAN I - ----- 1 i -- #5 REBAR(TYP.) 2' 0"LAP i COMPACT FILL 4" GONG. SLAB 1 ___ __. a FOUNDATION MALL DETAIL � FOUNDATION MALL DETAIL j ------=---fi==�--�f ---------I ----I I ----- --------- A-401.00 A-401.00 /\ ———————— SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" GRADE j////\�� BAGKFILL a / EVERY6" ------- --�1--�-- ----- ---1 --I�---I ------- a OMPAGTED �/\/\/ II I; �� I• II II z l � \\/\\ \\ EXTEND FOUND. WALL d FTC. AT #5 REBAR (TYP.) [L I� I I I� II W //\/ COL. PER FOUND. PLAN;PROVIDE I I a z_ ° �\ ADDITIONAL (2) #5 VERT REBAR #5 BENT I -1 (+ # IN GONG. WALL BENEATH COLUMN O I I I I I I REBAR(TYPJ 0 5 BENT 0 REBAR (TYPJ (V�- I ' - - a II I� PROVIDE BEAM II (4) 3/5" H.D.G. LAG SPLICE CENTERED 8 I a P. GONG. FOUND. WALL d FTC, AS I I I I I I ABOVE COL. WHEN BOLTS (PREDRILLED) o PER DETAIL 3/A-401 I I I I NOTED zy --J i I I I - --- - - - -EXTERIOR OR MASONR`1' D CX DETAIL -- _-- - C-,'� ; — PROJECT: A-401.00 SCALE: 3/4" = 1'-0" CORNER CONNECTION I I I T CONNECTION - L _ -- BRIDGE LANE LLC NOTE: O ��-��' O RESIDENCE I. IF FINISH MASONRY USED (SUCH AS NOTE: -- BLUESTONE) - MA50N TO ADJUST I. IF FINISH MASONRY USED (SUCH AS HGHT OF LANDING AS REQ'D TO BLUESTONE) - MASON TO ADJUST 3/a" THK. PL. - ACCOUNT FOR FINISH MASONRY 4"P.GONG.SLAB HGHT OF LANDING AS REQ'D TO w/bx6oGOSLAB HNM tt /t� 3/a" THK. H.D. w/bxb 10/10 NIWM ACCOUNT FOR FINISH MASONRY I" UPON GOMPACTEDP2 GALv. PL. 5395 BRIDGE LANE 2. ALL MORZ.SURFACES SHALL BE PITCHED I" UPON COMPACTED ® 1:46 AWAY FROM BUILDING (Np) FILL 2. ALL HORZ.SURFACES SHALL BE PITCHED (TYP.) FILL �`�` o 1:45 AWAY FROM BUILDING FLOOR SYSTEM AS GAP PLATE 'A' - CUTCHOGUE7 NY 11935 5. FOR SLABS ABUTTING FRAMING, INSTALL I I NOTED ON PLAN COPPER FLASHING FROM 12"A.BOVI-AND GRADE 5. FOR SLABS ABUTTING FRAMING, INSTALL REBAR BENT TO —�` •� COPPER FLASHING FROM 12" ABOVE AND • � ---^°---- POR CONNECTION OF STL. COL. TO (3) 13/4" WIDE ADJACENT TO SLAB, BED ALL FLASHING REBAR BENT TO _+____- = ADJACENT TO SLAB, BED ALL FLASHING SLAB AS SHOWN %�� \-\\\\\\-.- Z LVL LUMBER OR (3) 2" WIDE OR (4) 2"x WIDE DRAWING TITLE:IN ASPHALTIC MASTIC SLAB AS SHOWN - — a j j / a{\\��\��\�\ Z IN ASPHALTIC MASTIC ^ �/�/j/ > DIMENSIONAL LUMBER OR 5.25" WIDE PSL STAIR DRAINAGE CALCULATIONS: ��° / // // 0. •°° °i \ \ \ DESIGN DETAILS \ \ \ \ \ STAIR WIDTH •` \\�\\/\\/\\` = v ice° \ PROPOSED NEW AREA= 53.6 S.F. a�i� 6;j \/ 6� / (i) #4 REBAR ® EA. c,� ��' ^. //\�ti //\ NEW STL. GAP PL. 'A' FLOOR WOOD BEAM 55.6 Scl. Ft. X O.I"i= 9.1 (1) #4 REBAR ® EA. i° ^ / "G / // / / / STEP;3" GVR ® ENDS L i • \ \ \ \ \ \ \ 2.9 VERT. FT. OF 2' DIA RING REG. c ` /\ \/\' \/\/\/ P a \\/\\/\\/\\/\\/\\/\\/ WELDED TO COL.;SEE AS NOTED ON PLAN PROVIDE (U 2'-6" VIA. X 3'-0" DEEP STEP;3" GVR ENDS L�iy a • /\\j\\j\\/\\/\\/\\/\\/\ / // // // // // //'// // GAP PL. DETAILS DRY WELL RING \/\/\/\/\/\/\/\/� \/ /\/\/\/\/\/\/\/ p , \ \ \ \ \ \ \ \ \ PAGE: \/\\/\\ \\/\\/\\/\\/\/\\/\\/ 10 ,/ \' \/\ /\/\/\/\/\/\/ NEW 3-1/2" O.D. 50H 40 Io° \ /\ \ \ \ \ \ \ \ \ \ �, /° / / / / /% /� / / / 51-b" MIN i, / // / / // //'/ // // // MIN. %� '\\/\\/\\/ /COMPACTED /\\/\\/\\/ NEW BASE PLATE 'A' HOT DIP 6ALV. STL. COL. LANDING y i \/ �GOMPAGTED /\/\/\� O _ - i / \/\/\/ / FILL /\/\/\/ WELDED TO COL.;SEE (ASTM AI23) AS PER (v �2 \/\\/\\/ / FILL \/\\/ d�x a• i��� / \/\//\// // / '/ / '/ // // // /� FOUND. PLAN BY SIMS \ A-40LOO ^ i 4 �, \ \,�\\ \\ \\ \ \\ \\ \\ BASE PL. DETAILS FOR/ - i // \//\//\O.G. (MIN. 3) \/ \/ \//\//\/ // STEEL (OR EQUAL) �411 \\ \#4 REBAR ® 10°// / / / / / / O r • a ���� ` \ \ \ \ \ \ \ /\ \ \ \ \ \ � \ \,�\\,\\. \\,\\ \ \ \ \ \ O / / #4 REBAR ® 10"/ \ BOLTING ' ,� / // // // // // // 2"x4" KEYWAY $ ��° \ \ \ \ \ \ \ \ \ NEW 4" P. 4" P.GONG.SLAB w/ 2'x4" r $ i„ O.G. (MIN. 3) \\ \\ \\ \\ \\ \ _ sir / ` / // // // // // // '/ // // // // // / PROVIDE GOLD JOINT GONG. SLAB b"xb"-lono H.N.M. KEYWAY o ��,� " . . •" ° ����/ / / / / / /\/ / / / / / / / l C� UPON COMPACTED FILL •° i��i //\//\//\ \//\//\//\//\//\//\//\//\//\ O \ \ \ \ \ \ \ \ \ \ \ \ AT GONG. SEAMS (TYP.) \ \\ \\ \\ \\ \\\\\ \\ \\ \\ \\ \` \\ \\ m � \ \ \/ \/ O.D. 5GH. 40 HOT 4 DRAIN IST.CONNECTED Po % i \ %\//\//\// .//\//\//\//\//\//\//\// O� GRADE " G�/��°/• �' //\/\//\//\//\//\//\// // // // //\//\//\// DIP GALV. STL. COL. DATE: 02/15�23 11 OF 15 / / / / / / /\/ / / / / H #4 REBAR CONT. \\ \\ \\ \\ \\ \\ \\ \\ (A5TM AI23) AS PER NOTE: /\/\/\ O ® 10" O.G. (MIN. 3) \ \//� \/\/\/\/\/\ ALL P. GONG. - 1 /j ALL P. GONG. \//`�/`�/ 91 \\ \\ \ tp /\\ \\ \\ \\ \\ \\ SHALL BE \\ \\\ • PLAN WELDED TO PL. '--------<=- -----°--=° I \\ \\\� j \` \\ \\ \\ \\ \\ // �'fie/ // // // // // // // // // „ o , ^ .° 9 \/ SHALL BE /\/\/ (1) #4 REBAR GONT. I /\/ y \/\/\/\/\/\/\ 4,000 PSI (MIN.) \/\/\/ i;t :(.14 u " n / / / I \ \ \ \ \ \ \ \ \ \ \ \\ 8 x8 x3/8 THK. -^- / / �, \ 4,000 P51 (MIN.) \/\/\/ \ \/"//\//\//\//\//\//\//\// //\// // STL. BASE PL. ��D AR #4 REBAR COW. 6 10" O.G. (MIN. 3) II=` \ \\ \ \ \ \ \ \ \ \ \ / ` \/ #5 BENT REBAR ® 12" O.G. \ \/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ ---------- 4" 5 C \` \ \ \ \ \ \ \ \ \ \ \ \ \ GRAVEL BASE \I f f %NEW (3) #5 HOR. (1) #4 REBAR GONT. 91 \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ z (1) #4 REBAR CONT. I I \ \//\ \ \ \ \//\//\//\//\// I �`3„ f O / / / / / / / / / \/ /\/\/ REBAR UPON (3) #5 O C� /(4) I/2 HOOKED ANCHOR C9 •Q #5 BENT REBAR ® 12' O.G. II° / \/ \ \// = I�° �\ \\ \\ \\ \\ \\ \\ \\ \\/\\ \\ \\ \\ \\ \\ \\ \\ \ I (/J 1` % \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 / '/ / NEW 24"x24"xI2" I I HOR. REBAR (6 TOTAL) BOLTS EMBEDDED INTO ,� ,, ;.+ ' // Q a" THK. P. GONG. WALL I \/\/\/\/\/\, \/ I - 1-00TING MIN. 4" w/ OVERSIZED ? p b" THK. P. GONG. KALE \/\� /\/\, \/\/\/ m I \/\\/\\/\\/\\/\\/\\/\\/ %\\/\\/\\/\\/\\/ \/\\/ DEEP P. GONG. PAD - 1-- - --- _, _ / _ I I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / / / / / / / / / / / / / / / FTC. (MIN. 4,000 PSI) - COMPACTED FILL WASHER AND END NUT SETUP - �' \ \ \ \ \ \ \ \ \ \ \ \ \ la" WIDE x l2" DEEP / / / / / / / / / / / / / / / / / / // / / / \ yl \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ (I) #4 REBAR CONT. ll., 9 \\/ \\/\\/\\/\\/\\/\ \/\\/\\/\\/ P. GONG. FTG. \\d( \\/\\/\\ \ / (2) #SHOR. REBAR \j \\` \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ o \\ \\ \\ \\ \\ \\,\ .\\,\\ \\ \\ \\ \\ \\ \\ / \r\/\/\/\r STEEL COLUMN FOOT I NO DETAIL -� ao c� Ib" WIDE x 12" DE-EP \ \ \/\ \ \ \ �/\ \ \ \ \ \ \/\ / \ \/j\/j\/j\/j\/j I 1F . ° " // // '/ / / // // / ° �\ \'\, \ \\ �\ \ \, \ \ \ \ �\ \ \ \ \ A-4ol.0o BASEPLATEA OF NE P. GONG. FTG. I \ /\\\O\\/\\�\i/\\/\\/ I'� /4 \ I / SCALE: 3/4" = I'-O" 17 6� (2) #5 HOR. REBAR34 EXTERIOR MASONRY STAIR DETAIL (BASEMENT) EXTERIOR MASONRI' STAIR DETAIL 8 STEEL COLUMN CAP 4 BASE "'LATE DETAILS = I� _ �� A-401.00 A-401.00 SCALE: 3/4 I -O �'-401.00 SCALE: 3/4 I -O -- Q OENERAL EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. _ W WHEN APPLICABLE) EXISTING TO REMAIN J NEW FOUNDATION WALL I NEW WOOD FRAME (L.G. w N STL. WHEN APPLICABLE) � Q Lo NEW I-HR FIRE RATE=D MIN. (2) 2"x4" STRUCTURAL 10 WOOD FRAME (L.G. STL. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL w CO � POST FOR b" WALLS), U.O.N. :}, 04 O NEW 2-HR FIRE RAVED L- "' WOOD FRAME (L.G. STL. O to Z '4- WHEN APPLICABLE) � N ho (.) I m � (0 0 o _.j r- .F_ o u) +j N +� nQ � 0. � 0 W I I �a. I I � • III -+J � ° — 1 l II U II I Q) m II I I . 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NEW 2 GAR I I NEW GARAGE I I UP I I I I DRAWING TITLE: - - SLAB ON GRADE- I I - - - - -- -- - -- - - STRUCTURAL PLAN - - -- -- -- - -- -- -- -- - -- -- PROPOSED —- P.T. HOR. le iI I - - - - - - '- - - -- - - - - - - -' I - -- - - - -- - --- --- - - - - - - - - - - J • MASONRY STOOP ABOVE BACKFILL i COMPACT EVEPROVIDE 3" PAGE: GONG. SLAB W/ STONE FINISH orld 10 .10 -- -- -- -- -- a- - --- - -� I I DATE: 02/15/23 12 OF 15 - -- I - � — v ^2'x22' GONG. APRON^• ' D ARC C� Ao PROPOSED FOUNDATION STRUCTURAL FLAN O 50ALE: 1/4" = 1'-0" yJ. 037 .a`5 04" FQF Nay I OENERAL 5��B0L <EE ' : Q EXISTING TO BE DEMOLISHED WOO FRAME (L.G. 5TL. 0 �- --1 WHEN APPLICABLE) W EXISTING TO REMAIN _j � NEW WOOD FRAME (L.G. NEW FOUNDATION WALL �- 5TL. WHEN APPLICABLE) Q +' N NEWHR � WOOD FRAME (L.G.1- FIRE RATESTL.D MIN. (2) 2 x4" STRUCTURAL \\ POST FOR 4 WALLS V � � � O WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL O POST FOR (9" WALLS), U.O.N. N 1 NEW 2-HR FIRE RATI=D WOOD FRAME (L.G. 5TL. OCL Z WHEN APPLICABLE) 0 N >, :2 o 1 s Om , +- Lo N O Q 0- :2 O U � Q) U U � Q • — (2) II.815" LVL HEADER MASONRY MASONRY n PATIO PATIO L� L I ! (2) �T 48" (2) 11.6'15" LVL HEADER (2) q.5" LVL HEADER w 2"xb" . O.C.. -_- � �-� 2 q.5" LVL HEADER Qul _ _ - - - -- - - - -- - - - --- - Lu DEN A b' V. (MASTER) �0\-CATHEDRAL-CATH-CATHEDRAL-I in BATHROOM I J 6 (2) 2"xb" G.T. 4a" O.G. HALF-POLL IL DINING ROOM (MASTER) ILiv \O�I MUDR OM LIVING ROOM 1-75 s.F. BEDROOM I = %2 if 'i � (3) POST TO PAN Y 254 S.F. 152 S.F. X OF }' Z HEADER FLUSH HEADER x = z I Ov Vtj �Q w ® z1-Lu l' dJ O X X W_ (3) POST TO z k STORAGE (2) Ri�aJT' N � SM/OCO ENTRY (5) P05T TO HEADER ^I� SM/GO Q (2) POST TO ® m,� HEADER I J K v SHOWER\ POST z ® z w z BEARING WALLIL I — BENCH J/411 (5) POST TO (4) POST TO PANTRY _� C ?0 gS,. HEADER (2) 2"xa' HDR. COVERED POST ABOVE ; �Ro<<� OO HALLWAY MASONRY 36" ® ® 8�!�� SM/GO PATIO --_-__- (3) POST TO REF. HEADER BEDROOM 2 II FLUSH O 12&S.F. -0�t LINEN 5M/GO PROVIDE SIMPSON GAB. 11 z F.J. HANGERS g Q MASONRY 0 - -i �nn� �? w g FOYER O O g, V. \ - w 11 L \ STOOP ( 3'x7' ISLAND - 0 J O ki O Q v 146 S.F. x= - r --- cv BATHROOM 2 - z _ IKITCHEN +1 =ry z ® L ROOMY w ® �? GL z �1 210 S.F. ® ® 2 GAR GARAGE R u?3 II c� 588 S.F. I N r Z pr FL N Q NEW I 1 1 I 5 C0� N, UP GL I' NEW 2"xa" G.J. NEW 2"xa" G.J. - ® 16" O.G. a 16" O.G. = -- - PROJECT: �� -- -- BRIDGE LANE LLC RESIDENCE X Q COVERED — -- — — - - - - -MASONRY- - - - - STOOP 5395 BRIDGE LANE CUTCHOGUE, NY 11935 DRAWING TITLE: ry�Z PROPOSED STRUCTURAL PLAN I/ (3) POST TO HEADER i CONCRETE APRON- PAGE: el PROPOSED FIRST FLOOR STRUCTURAL PLANX-10A so %. � z 0 SCALE: 1/4" = I'-O" DATE: 02/15/23 13 OF 15 D ARC Z41 ,ae -s' O 03 40'5 �p4 OF NEB 5ENER,,4\L SYMBOL <E""�r : Q EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.O. STL. LW WHEN APPLICABLE) EXISTING TO REMAIN NEW WOOD FRAME (L.O. NEW FOUNDATION WALL STL. WHEN APPLICABLE) G Q :�_' LN NEW I-HR FIRE RATED X MIN. (2) 2"x4" STRUCTURAL V ' ' "'' ❑ R 4" W S CO WOOD FRAME (L.O. STL. POST FOR ALL � � � _O WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL (3) 2"XIO" HEADER O � . 0 POST FOR 6" WALLS), U.O.N. _- -_- ____ ___ _ __ N I NEW 2-HR FIRE RATED L ' WOOD FRAME (L.O. STL. - - - - —- - —_ -- - - c If) Z d" ._ T WHEN APPLICABLE) O U N BATHROOM 5 C :3 CO O C) m ALP WALL v �j O L0 4-j BEDROOM 5 �= I C � O (MASTER) v �� iv !p \ Q e- :20 v v V v I6-T S.F. = U �� (4 O -I z 1 "' FAMILY ROOM � x - s N — (V tu z ® z ® z - WALK-IN (4) POST TO SQQ CLOSET HEADER M/CO (4) POST TO F (2) POST TO U - ABOVE- _ _ _ _ z p (2) ILb75" LVL FLUSH _ BEARING WALL O2"XS" H - NI HE RIDGE ^^ HEADER (ur_1j (3) 11.5-15" LVL FLUSH - - —-— - HEADER _ _ -- (5) P05T TO 5M/GO ; 4-J HEADER HALLWAY SM/GO BEDROOM 4 O GL. GL. GL. 155 S.F. V v ;II V � XO I' dJ0 ® c� 0 �� N � 0 Lu N !p < �< ® z z BATHROOM 4 p _ d) z x U I � Q CENTER ON DOORS BELOW I I I i RCFOSEr�) SECOND FLOOR STRUCTURAL PLAN I SCALE: 1/4" = I'-O" (2) POST TO RIDGE i I i i I I In NEW 2"xl0" R.R. NEW z 2"xl0" R.R. L&J ® I6" O.G. ® ib" O.G. 2 O U l - av ci ��— /NEV4 d, O O O OO O O Wx = x(2) POST TO N N�RIDGE ® wz z z tu zPROJECT: 2"xlO" RIDGE BRIDGE LANE LLC a (2) POST TO (2) POST TO (2) POST TO (2) POST TO RESIDENCE � V RIDGE RIDGE RIDGE RIDGE dJ O x` NEW 2 2"X12" RIDGE LL to z 5395 BRIDGE LANE NEW 2"xl0" R.R. _ NEW 2"xlo" R.R. CUTCHOGUE, NY 11935 ® I6" O.G. ® 16" O.G. DRAWING TITLE: 00 00 06 PROPOSED STRUCTURAL PLAN (2)RI POST TO N cV n.0 3 z z � z PAGE: S—:10'4035, ■ 0 0 I DATE: 02/15/23 14 OF 1.5 NEW 2"xIO" R.R. NEW 2"xlO" R.R. ED AROy�T M. A (2) POST TO T 03 A4 PROPOSE::) ROOF FRAMING FLAN F0FtAS''\' SCALE: 1/4" = 1'-0" d. Q 0 W # v . 1 �w N ' O�/� N Lo z 'd' x 11 _ ___ 0 v N 4" FRESH AIR VENT v Q m O -N O k J i`THROUGH ROOF Z _� 0 O -N Q 1 Q p -�-� c 0 . v .. ----------------------------------- � Q :2 O I FULL BATH 3 FULL BATH 4 I i 2" ----� i FULL BATH i (MASTER) Or------ r----r-- -- ---r---�-- ---- I NOTE: 4 ALL PLUMBING WORK — I I I I I a I f SHALL CONFORM TO 211I 2„1 1 2"1 I I O i I 04 LOCAL PLUMBING CODE O I I Q 1 I I 1 I 1 21 1 IL z0 12" I I I 12" 1 1 I 0 I 141 � w I 1 1 1 I PROVIDE "ABE5C0 FP200 FR Q I� �1 13 31 I U N 1 W.�. I WF• I EXPANDING FOAM" (OR EQUAL) N x1 = v = IK W G LEGEND 15HOWER 2 I SHOWER 1 AT ALL PENETRATIONS IN FIRE I ry1 != SHOWER cr I In cv 1 IN m ----- SUPPLY I I_l„ I_ „ I I I_ „ 1 1 I v I I HOT WATER • I I RATED WALLS AND �1 �) N _�1 �_ F + - - - -- -- -- ---- I_ - - -- - - - - - -- - FLOORS/CEILINGS. PRODUCT - -- — - ---- — - -J-I-� - - ---- -- -------------------------------------------Lam_------ -J=----1 -------- G.C�. 2 3 2 3 I CONFORMS TO ASTM E 814, ----- -� , �.•-._-.,� GOLD WATER — -- - - - - -- - -- - -- - -- A5TM E 84, AND UL 1479 -.._.._.._._-. _ - - - ----- _.._.._..- - - - - SUPPLY FULL BATH I (MASTER) 1 PROVIDE "ASE500 FP200 FR WET BAR KITCHEN LAUNDRY FULL BATH 2 --,----- 2 ____ SALL FLUMBINO HALL CONFORM TOK WET BAR KITCHEN LAUNDRY FULL BATH 2 FULL BATH I (MASTER) i EXPANDING FOAM" (OR EQUAL) �-- __ 2 -- _-7--____ _ I j AT ALL PENETRATIONS I N FIRE ------ rCP -1 1 I LOCAL PLUMBING CODE � . j I RATED WALLS AND ° I � FLOORS/CEILINGS. PRODUCT p 2.11 12 2"I I „I 2"1 2"I 2"1 O l i CONFORMS TO A5TM E &14, I I I I I I I I I GLEAN OUT u 1 I I I I ASTM E b4, AND UL 14-79 I I IL I 1 „ I 3" 1 2„ 1 1 AS REO'D f 1 I O I I I 1 I nn ll0 I I I i 2 I 1 I7�1 I 1 � I S Q I I I �� �� 1 W _ Q4 Q4 I I I I u I PROVIDE F.A.I. . z _K.._I1 Iv_ 14" SHOER 1- " 1-�" = --Q--'1II=:I:g--S-HO-W--R TUBDW _ L ` - L------- -----1_ 1 111II-O T -I1I -- G.O. 4 WATER SUPPLY MEGH. 1 1 SYSTEM 4" HOUSE ROOMTO I I ET MAIN DRAIN G.O. I I ( yye,TER MAIN F w 4' TO SEPTIC w w NSYSTEM N Q Q v 0 i I FLUME I NO RISER - DRAIN / NASTE / VENT FLUMBINO RISER - SUFFL1' I� SGALE: NT5 SCALE: NTS I j I, I z w � I 0 U - -- -- --J � - tL 0 v < PROJECT: BRIDGE LANE LLC RESIDENCE 'I 43 I II 5395 BRIDGE LANE 0 NOTE: PLUMBING 3 Z ALL CUTCHOGUE, NY 11935 O FUEL GAS WORK lu N SHALL CONFORM DRAWING TITLE: � PLUMBING GORE d - ---- - - -- - FUEL GAS PLUMBING RISER DIAGRAMS PIPING PENETRATIONS: GAS RISER DIAGRAM 1. PROVIDE "ASESCO FP200 FR EXPANDING FOAM" (OR EQUAL) AT ALL PENETRATIONS AT WALLS AND FLOORS/CEILINGS. LAUNDRY 2.PRODUCT CONFORMS TO ASTM E KITCHEN V4, ASTM E &4, AND UL 14"19 PAGE: 0% 0 N a u i VENT ,Luimu RANGE � i I I � n I m _ i_ DRYER JI REGULATOR 1 _ DATE: 02/15/23 15 OF 15 i o �Y GAS SUPPLY MEGH. m ROO L=>M TO GAS 0 AR � MAIN z VERIFY SIZES I � lu w/MANU. J w T j L,y •� utu t7374'0'b �a T � OAS RISER - SUFFL' SCALE: NTS