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Home My WebLink About47903-Z o�g�FFOI Town of Southold 11/13/2023 a y� P.O.Box 1179 0 x 53095 Main Rd 7 Way o�g Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44722 Date: 11/13/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2475 Bay Ave.,Mattituck SCTM#: 473889 Sec/Block/Lot: 144.4-5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/19/2022 pursuant to which Building Permit No. 47903 dated 6/2/2022 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 covered front porch,rear second floor balconies and rear patio with outdoor barbecue area as applied for. The certificate is issued to Cubells, Stephen&Karen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-1683 7/11/2023 ELECTRICAL CERTIFICATE NO. 47903 6/1/2023 PLUMBERS CERTIFICATION DATED 6/6/2023 ul Rupp th ri e Signature SUFFoc,� TOWN OF SOUTHOLD BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE �y • �� SOUTHOLD, NY ,cava 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#: 47903 Date: 6/2/2022 Permission is hereby granted to: Cubells, Stephen 950-7 Old Medford Ave Medford, NY 11763 To: Demolish existing dwelling and construct new single family dwelling, as per DEC, SCHD, and Trustees #9968 approvals and with utility disconnect letters. At premises located at: 2475 Bay Ave., Mattituck SCTM # 473889 Sec/Block/Lot# 144.-4-5 Pursuant to application dated 1/19/2022 and approved by the Building Inspector. To expire on 12/2/2023. Fees: DEMOLITION $583.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,654.40 CO-NEW DWELLING $50.00 Total: $2,287.40 Building Inspector pf SOUjyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin(d)town.southold.ny.us Southold,NY 11971-0959 �IyCOU�s�,�a BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Stephen Cubells Address: 2475 Bay Ave city,Mattituck st: New York zip: 11952 Building Permit#: 47903 Section: 144 Block: 4 Lot: 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: MTM Electric Inc Electrician: Mike Ingoglia License No: 3700-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 92 Ceiling Fixtures 20 Bath Exhaust Fan 5 Service 3 ph Hot Water gas 2 GFCI Recpt 9 Wall Fixtures 12 Smoke Detectors 3 Main Panel 2 A/C Condenser 2 Single Recpt Recessed Fixtures 75 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Ceiling Fan Combo Smoke/CO 3 Transfer Switch 2 UC Lights 30ft Dryer Recpt Emergency StrobeHeat Detectors Disconnect Switches 69 4'LED Exit Fixtures Sump Pump Other Equipment: 2 floor heat mates, 1 central vac,2 mini fridges,1 washer, 1 dryer gas, 1 fridge, 1 hooc 1 oven gas,1 dishwasher,1 150 amp panel 40 space 36 used, 1 150 amp panel 40 space 30 used, Notes: 1 septic system with disconnect Whole House Inspector Signature: Date: June 1, 2023 2475 bay ave house so Town Hall Annex Telephone-(631)765-1802 Fax,(6i)1765-9502 54375 Main Road Nov P.O.Box 1179 2023 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: (0 � 23 Building Permit No. Owner: %Phm (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. )LAI (P' mbks Si hue) Sworn to before me this day of 20 Notary Public, County DinaAndriello NOTARY PUBLIC,STATE OF NEW Y ORK" Registration No.OJAN6364554 Qualified in Nassau County Commission Expires 11 1912025 SO(/j�o TOWN OF SOUTHOLD BUILDING DEPT. co 631.765-1802 INSPECTION [ FOUNDATION 1 ST [ ] 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: bvtt�.t k C'e"Pi 9-t,642- In �0� be- mimittu PIA �. DATE `7" �3- a'�" INSPECTOR �apF SOUI,y� TOWN OF SOUTHOLD BUILDING DEPT. `ycourmI�'' 631.765-1802 INSPECTION [ ] OUNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL , REMARKS: ��C. 4? rJQG� I 1r1`ouon DATE 9-a-�,a _ INSPECTOR so # TOWNIOF SOUTHOL BUILDINGbEP . couKr+��' 631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 1 a S �l J, 0 ao DATE INSPECTOR y D Of so(/T�� TOWN OF SOUTHOLD BUILDING DEPT. `ycourm NF'' 631-765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ],F06NDA N 2ND [ ] INSULATION/CAULKING [ F ING/STRAPPING [ ] FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL =ER S: G� � O c�n�0� s�✓� rti o-v v DATE1 � INSPECTOR 1 � V hO�aOF SOUIy�� - # # TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [ ] FOUNDATION 1ST /JNSULATION/CAULKING PLBG. FOUNDATION 2ND [ ] 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: t � DATE �)oh INSPECTOR OF SOGTyo� - -- TOWN OF SOUTHOLD BUILDING DEPT. �ycoum, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATIOWCAULKING [ ] FRAMING/STRAPPING [ FINAL IIIb [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ _ I RENTAL � dd � REMARKS: 1. �m� k�C� lh t6vAlg 4� C'*' (V* Odd • po-p DATEYi lyau - �FSOGTyO� -- # # TOWN OF SOUTHOLD BUILDING OEPT. °`ycourrn,� 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: .lam DATE INSPECTOR Building Envelope and Duct Tightness Report 2018 IECC as amended by the 2020 New York,State� Zug�l�m`nt,pecti9ns-02.4.1.2 and 403.3.4 Address of Test 2475 Bay Avenue,Mattituck,NY 11952 Test Date 6/13/2023 Building Permit#: 47903 NOV 1 2- ompliance Pathway Performance Test Completed by : Christopher Silvia RESNET Rater ID# 4150294 Home Energy Solutions V NATE ID# 187 East Main Street ICC ID# Huntington,NY-11743 BPI# 631-673-0664 Building Envelope Tightness Volume Calculation : ' Check if: Floor Area Volume ❑ Conditioned Basement Basement 1922 7690 ❑Q Conditioned Crawl Space 15' 1921 19401 Sealed Attic 2nd 1218 12569 *The conditioned floor area of dwelling is calculated in 3rd accordance with ANSI Z765,except that conditioned floor Attic 12282 area includes areas where the ceiling height is less than 5 Total Volume 51942 ft' CFM @50 pa 1129 Air changes/hr@5 a 1.30 Code Compliance: Pass Duct Tightness: Post Construction est-Total Duct Leakage System-1: Within Condition Space Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa N/A CFW100 ft2 CFA N/A Code Compliance: Exempt System-2: Within Condition Space Duct Location Conditioned Space Floor Areas�� Leakage CFM @ 25pa N/A CFM/100 ft2 CFA N/A Code Compliance: Exempt 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: „i. ,;; ` Date: 6/13/2023 Ch ' opher Silvia,Home Energy Solutions N4' 2nd Floor 8x12 12x12 8x12 Bedroom 2TI )l Bedroom 3 8 x 4 6x12 116 cfm 91 efrn Master Bedroom 4x 10x4 4x12 9 cfm97cfm 8x4-12 8x 2 456 cfm 2nd FI Hall Bath 3 143 cfm 25 cfin 4 x 12 I — +� — 347 c9n Foyer OTB 10x4 10x4 135 cfrn 129 c6n Bedroom 4 Master Bath Job#: 2475 Bay Ave Home Energy Solutions Inc. Scale: 1 : 114 Performed by Katelyn Maieski for: Page 3 187 East Main Street RightSuite®Universal 2021 2475 Bay Ave Huntington,NY 11743 21.0.06 RSU20822 Mattituck,NY 11952 Phone:631-673-0664 2021-Nov-15 12:40:33 gdlamay3@gmail.com ...HVAC\2475 Bay Ave_Mattituck.rup „ SOLUTIONS REPORT PASSED Level,Floor:Joist r Current Solution:2 piece(s)2 x 12 DF No.2 @ 16”OC Overall Length:23'11" A' Y Q L y�yiy] 19'2` y 4' a a All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LIDO., -Load:_&o iuNwn.(Patbein) System:Floor Member Reaction(lbs) 813 @ 2 1/2" 6563(3.50") Passed(12%) -- 1.0 D+1.0 L(Alt Spans) Member Type:Joist Building Use:Residential Shear(lbs) 748 @ 1'2 3/4" 4050 Passed(18%) 1.00 1.0 D+1.0 L(Alt Spans) Building Code:IBC 2015 Moment(Ft-lbs) 2924 @ 9'1/16" 5458 Passed(54%) 1.00 1.0 D+1.0 L(Alt Spans) Design Methodology:ASD Live Load Defl.(In) 0.288 @ 9'8 1/16" 0.487 Passed(L/811) — 1.0 D+1.0 L(Alt Spans) Total Load Defl.(in) 0.356 @ 9'8 5/16" 1 0.974 1 Passed(L/658) -- 1.0 D+1.0 L(Alt Spans) TJ-Pro-Rating N/A N/A N/A - N/A All Product solutions DepthsWdnY .4Ptles T]-Proms Ratl- "iCost Index Serif - 91/4" M-12 Framer Serie§1 Lumber 3 24" N/A 2.78* 111/4" M-12 Framer Series:'Lumber 1 12" N/A 2.25* 111/4" M-12 Framer Series"Lumber 2 24" N/A 2.25* 111/4- M-29 PremiumT".joist 1 1 12" N/A 2.39* 111/4' M-29 Premium-Joist 2 24" N/A 2.39 111/4" 2 x DF No.2 2 16" N/A 3.38 The purpose of this report Is for product comparison only.Load and support Information necessary for professional design review Is not displayed here.Please print an Individual Member Report for submittal purposes. Cj�� pS DAN/F� 0 0 313.\'c' i of NEW f ForteWEB software Operator Job Notes 9/24/20218:10:33 PM UTC Dustln Bruckner Thomas D.Blore,Architect P.C. ForteWEB v3.2,Engine:V8.2.0.17,Data:V8.1.0.16 (631)277-2022 dbruckner@tdbarch.com Weyerhaeuser File Name:20-097 Pana i /1� nationalgrid December 16, 2021 Stephen Cubells 950-07 Old Medford Ave Medford, NY 11763 Email: steghen()allislandcleaning.com National Grid WO#T102440887--2475 Bay Ave, Mattituck To Whom It May Concern: This letter is to advise you that the natural gas service line to the above location was physically disconnected on December 14, 2021. Please advise your contractor that care should be taken not to damage or remove the existing gas valve curb box. This curb box will be used in the future by National Grid to reconnect the gas service line to this property. New York State law requires anyone planning underground excavation work to notify local utilities by making one call to a toll-free number to get your underground lines identified for you prior to doing any digging. This phone call needs to be made at least 2, but not more than 10 working days in advance of starting work, not including the day the call was made. The number to call is either the nationally sponsored "811", or the local number for NYC/ LI area, 1.800-272-4480.This confirmation letter of a gas cut-off does not relieve the excavator of making this"811"call. If you have any further questions, kindly contact me at 833-359-0645. Respectfully, Chea 3�� Christina M. Bonelli Sr. Supervisor, Central Processing Gas Customer Connections 0 PsEdG I'S'LAND 12/2/2021 STEPHEN CUBELLS Service To: 950-07 Old Medford Ave, 2475 BAY AV Medford, NY,NY 11763 MATTITUCK, NY 11952 Customer Project#:900000140402 Dear STEPHEN CUBELLS: This is to advise you that the PSEG-LI electric facilities at the above referenced location have been disconnected and removed off the building structure that is located on the property. Please note that there may still be PSEG LI facilities located within the property boundaries and that NYS law (NYCRR Part 753) requires all contractors to call for a utility locate (NY 811) prior to performing any ground excavation or regrade activity. The call to the 811 Call Center must be done at least 2 business days prior to the start of the work and confirmation of utility marks having been identified must be received from all the facility owners prior to any site work. You must also contact National Grid at 631-348-6150 to procure a letter of demolition associated with natural gas service, whether or not your home or business uses natural gas. If you have any questions regarding the above, please contact Building& Renovation Services at 1-844-341-6378 or via email at BRSLI@PSEG.com. Very truly yours, Katherine Gianelli Building& Renovation Seryices PSEG-LI 4-41' VgOLCOUNrER AUT140y, 4060 Sunrise Highway,Oakdale, New York 11769-0901 December 14December 14, 2021 stgphenEo.al lislandeleaning.com RE: 2475 BAY AVE, MATTITUCK To Whom It May Concern: On December 9, 2021,.our representative confirmed that the water services were physically disconnected at the above referenced location. Please advise your contractor that care should be taken not to damage the existing vault and /or curb box, as the cost of any repairs would be billed to the premise and no service initiated until the balance is paid. Sincerely, 1 k� pg' Lisa Cetta New Constriction Manager LC/db Manual S Compliance Report Job: 2475 Bay Ave p p Date: 11/16/21 11,114 P. E 1 C e'a:1 AH1 1st Floor y y .. B Katel n Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com gmail.com Project Information For: 2475 Bay Ave,Mattituck,NY 11952 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 21763 Btuh Entering coil DB: 75.3°F Outdoor design WB: 71.2°F Latent gain: 3567 Btuh Entering coil WB: 63.0°F Indoor design DB: 75.0°F Total gain: 25329 Btuh Indoor RH:- 50% Estimated airflow: 947 cfin Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RAI 330AJ I NA+RCF3617STAMCA+R92PA0701317MSA Actual airflow: 947 cfm Sensible capacity: 23444 Btuh 108%of load Latent capacity: 4912 Btuh 138%of load Total capacity: 28356 Btuh 1121/oof load SHR: 83% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 25738 Btuh Entering coil DB: 69.8°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Rheem Model: R92PA0701317MSA Actual airflow: 947 cfm Output capacity: 64000 Btuh 249%of load Temp.rise: 50 OF Meets all requirements ofACCA Manual S. - wrightsof - 2021-Nov-15 12:39:00 '` ,�..,-, ......,a..�....,,.., Right-Suite®Universal 2021 21.0.06 RSU20822 Pae I AC& 8 ...ents\Wrightsoft HVAC\2475 Bay Ave_Mattituck.rup Calc=M78 Front Door faces: W Manual S Compliance Report Job: 2475 Bay Ave Date: 11/15/21 y```'' AH2 2nd Floor y o;_11,,,N. B Katel n Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project Information For: 2475 Bay Ave,Mattituck,NY 11952 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 12708 Btuh Entering coil DB: 75.6°F Outdoor design WB: 71.2°F Latent gain: 3231 Btuh Entering coil WB: 63.3°F Indoor design DB: 75.0°F Total gain: 15939 Btuh Indoor RH: 50% Estimated airflow: 780 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RAI 324AJ1NA+RCF2417STAMCA+R92PA0401317MSA Actual airflow: 780 cfm Sensible capacity: 16380 Btuh 129%of load Latent capacity: 7020 Btuh 217%of load Total capacity: 23400 Btuh 147% of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 22094 Btuh Entering coil DB: 67.5°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer:. Rheem Model: R92PA0401317MSA Actual airflow: 780 cfm Output capacity: 39000 Btuh 177%of load Temp.rise: 50 OF Meets all requirements of ACCA Manual S. - wrightsoft' 2021-Nov-15 12:39:00 '� ,.......,._.,..., Right-Suite®Universal 2021 21.0.06 RSU20822 �� .�..,•, ,. Page 2 ...ents\Wrightsoft HVAC\2475 Bay Ave_Mattituck.rup Calc=M18 Front Door faces: W Duct System Summa Job: 5 Bay Ave y � 11/Date: 11/15/21 E-62 t: AM 1st Floor y y B Katel n Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 2475 Bay Ave,Mattituck,NY 11952 Heating Cooling External static pressure 0.80 in H2O 0.80 in H2O Pressure losses 0.38 in H2O 0.38 in H2O Available static pressure 0.42 in H2O 0.42 in H2O Supply/return available pressure 0.331 /0.089 in H2O 0.331 /0.089 in H2O Lowest friction rate 0.094 in/100ft 0.094 in/100ft Actual air flow 947 cfm 947 cfm Total effective length(TEL) 445 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk Bath I h 1248 50 26 0.094 4.6 4x4 ShMt 101.3 250.0 stl2 Bedroom 1 c 2503 92 110 0.107 6.0 4x8 ShMt 100.7 210.0 stl l Foyer GreatRm h 2248 90 81 0.115 5.5 4x8 ShMt 47.3 240.0 stl0 Foyer GreatRm-A h 2248 90 81 0.099 5.6 4x8 ShMt 66.0 270.0 st10A Foyer GreatRm-B h 2248 90 81 0.100 5.6 4x8 ShMt 83.0 250.0 stl2 Foyer GreatRm-C h 2248 90 81 0.105 5.6 4x8 ShMt 86.0 230.0 st10 Foyer GreatRm-D h 2248 90 81 0.097 5.6 4x8 ShMt 91.3 250.0 stll Kitchen/Dining-A c 3644 103 161 0.147 6.4 4x 10 ShMt 14.7 210.0 SO Kitchen/Dining c 3644 103 161 0.107 6.9 4x 12 ShMt 59.7 250.0 st10 Mud Pantry h 3667 147 85 0.113 6.6 4x10 ShMt 38.7 255.0 SO Supply Trunk-b-6firifirable Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk SO Peak AVF 103 161 0.147 482 6.4 12 x 4 ShtMetl st2 SO 1 Peak AVF 182 191 0.097 574 7.5 12 x 4 ShtMetl st10A st10A Peak AVF 413 379 0.094 620 10.0 12 x 8 ShtMetl stl0 stl2 Peak AVF 141 107 0.094 422 6.7 12 x 4 ShtMetl stlOA stl0 Peak AVF 844 786 0.094 844 13.1 12 x 12 ShtMetl st2 st2 Peak AVF 947 947 0.094 812 13.6 12 x 14 ShtMetl wright:soft- 2021-Nov-15 12:39:00 �'� ..,,,,•.,....a.,..,.,,.�._., Right-Suite®Universal 2021 21.0.06 RSU20822 Page I +� ...ents\Wrightsoft HVAC\2475 Bay Ave_Mattituck.rup Calc=MJ8 Front Door faces: W Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfin) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb 1 Ox 0 947 947 94.0 0.094 631 13.6 12x 18 S hMt 44a- wrig tsoft 2021-Nov-15 12:39:00 Oh .. ..a....,... Right-Suite®Universal 2021 21.0.06 RSU20822 Page 2 ...ents\Wrightsofl HVAC\2475 Bay Ave_Mattituck.rup Calc=MJ8 Front Door faces: W Duct System Summa Job: 2475 Bay Ave Y Date: 11/16121 ,, ,: ,1 {i- AH2 2nd Floor y y ,,,:„ B Kate/ n Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3©gmail corn Project Information For: 2475 Bay Ave,Mattituck,NY 11952 Heating Cooling External static pressure 0.80 in H2O 0.80 in H2O Pressure losses 0.32 in H2O 0.32 in H2O Available static pressure 0.48 in H2O 0.48 in H2O Supply/return available pressure 0.299/0.181 in H2O 0.299/0.181 in H2O Lowest friction rate 0.083 in/100ft 0.083 in/100ft Actual air flow 780 cfm 780 cfm Total effective length(TEL) 576 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk 2nd Fl Hall c 2241 81 143 0.106 6.6 4x10 ShMt 17.7 265.0 Sts Bath 2 h 584 25 17 0.122 3.3 4x4 ShMt 10.3 235.0 sty Bath h 593 25 5 0.114 3.4 4x4 ShMt 36.7 225.0 st5A Bedroom 2 c 1422 78 91 0.113 5.5 4x8 ShMt 9.3 255.0 Sts Bedroom 3 h 2756 116 97 0.120 5.9 4x 8 ShMt 23.3 225.0 st5A Bedroom h 3180 134 120 0.092 6.6 4x10 ShMt 49.0 275.0 st5A Master Bath h 3028 128 123 0.083 6.6 4x 10 ShMt 38.0 320.0 st7 Master Bedroom h 2294 97 92 0.148 5.3 12x4 ShMt 17.0 185.0 st8 Master Bedroom-A h 2294 97 92 0.115 5.6 4x8 ShMt 25.3 235.0 st8 Supply Detall.Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfin) (cfrn) FR (fpm) (in) (in) Material Trunk SO Peak AVF 459 473 0.092 709 10.6 12 x 8 ShtMetl stl st7 Peak AVF 128 123 0.083 383 6.6 12 x 4 ShtMetl st6 st6 Peak AVF 321 307 0.083 482 9.3 12 x 8 ShtMetl stl st8 Peak AVF 194 184 0.115 581 7.3 12 x 4 ShtMetl st6 st5A Peak AVF 275 222 0.092 551 8.6 12 x 6 ShtMetl sty stl Peak AVF 780 780 0.083 780 13.0 12 x 12 ShtMetl 2021-Nov-15 12:39:00 °�- OtiC wrigtsaft� Right-Suite®Universal 2021 21.0.06 RSU20822 Page 3 ...ents\Wrightsoft HVAC2475 Bay Ave_Mattituck.rup Calc=MJ8 Front Door faces: W I Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm) (cfin) (ft) FR (fpm) (in) (in) Opening(in) Mad Trunk rb3 0x0 434 456 217.7 0.083 684 10.6 12x 8 ShMt rtl rb2 0x0 346 324 179.0 0.101 519 9.2 12x 8 ShMt rtl Table I Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfin) (cfin) FR (fpm) (in) (in) Material Trunk rt] Peak AVF 780 780 0.083 669 13.0 12 x 14 ShtMetl - - wriyht�soft- 2021-Nov-15 12:39:00 ,..w• ....�.....� Right-Suite®Universal 2021 21.0.06 RSU20822 Page 4 ...ents\Wrightsoft HVAC\2475 Bay Ave_Mattituck.rup Calc=MJ8 Front Door faces: W Load Short Form Job: 11/5 Bay Ave Date: 11/15/21 B Kate/v Entire House v n Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email gdlamay3@gmail.com Project • • For: 2475 Bay Ave,Mattituck,NY 11952 Design Information Htg Clg Infiltration Outside db (°F) 8 84 Method Simplified Ins ide db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 1 (Tight) Daily range - M hlside humidity(%) 35 50 Moisture difference (gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfin Actual air flow 0 cfin Air flow factor 0 cfin/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF OF (Btuh) (Btuh) (cfin) (cfm) AHI 1st Floor 1916 23556 21456 947 947 AH2 2nd Floor 1371 18490 12201 780 780 Entire House 3288 42047 33657 1727 1727 Other equip loads 5785 814 Equip. @ 0.89 RSM 30679 Latent cooling 5136 TOTALS 1 3288 1 47832 1 35815 1727 1727 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Nov-15 12.39:00 wrig7�tsoft' Right-Suite®Universal 2021 21.0.06 RSU20822 Pagel ...ents\Wrightsoft HVAC\2475 Bay Ave_Mattituck.rup Calc=M18 Front Door faces: W Load Short Form Job: 2475 Bay Ave Date: 11115/21 ` ' R("Y AM 1st Floor y y B Katel n Maieski M ^M Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email.gdlamay3@gmail.com Project • • For: 2475 Bay Ave, Mattituck,NY 11952 Design Information Htg Clg Infiltration Outside db (°F) 8 84 Method Simplified Ins ide db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference (gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R92PA0701317MSA Cond RA1330AJINA AHRI ref 6468403 Coil RCF3617STAMCA+R92PA0701317MSA AHRI ref Efficiency 92 AFUE Efficiency 11.5 EER, 13 SEER Heating input 70000 Btuh Sensible cooling 19880 Btuh Heating output 64000 Btuh Latent cooling 8520 Btuh Temperature rise 61 °F Total cooling 28400 Btuh Actual air flow 947 cfm Actual air flow 947 cfm Air flow factor 0.040 cfm/Btuh Air flow factor 0.044 cfmBtuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 0.86 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF 0F) (Btuh) (Btuh) (cfm) (cfm) Bath 1 56 1248 598 50 26 Bedroom 1 177 2291 2503 92 110 Foyer GreatRm 979 11238 9143 452 404 Kitchen/Dining 485 5112 7288 205 322 Mud Pantry 128 3667 1924 147 85 Mud Pwdr Rm 30 0 0 0 0 Utility 61 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wrightsoft" 2021-Nov-1512:39:00 ��+t+ ♦ ..,....� .. ........,<......, Right-Suite®Universal 2021 21.0.06 RSU20822 Pae 2 ,AMA g ...encs\Wrightsoft HVAC\2475 Bay Ave_Mattituck.rup Calc=MJ8 Front Door faces: W AHI IstFloor 1916 23556 21456 947 947 Other equip loads 2181 307 Equip. @ 0.89 RSM 19369 Latent cooling 3567 TOTALS 1 1916 25738 1 22936 1 947 1 947 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2021-Nov-15 12:39:00 ,�...., .. .,..a....-...., Right-Suiteg Universa12021 21.0.06 RSU20822 Page ,O'M ...ents\Wrightsoft 14VAC\2475 Bay Ave_Mattituck.rup Calc=MJ8 Front Door faces: W Load Short Form Job: 1115 Bay Ave Date: 11/75121 y AHZ 2nd Floor y :. B Katel n Maieski _..__. Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 2475 Bay Ave,Mattituck,NY 11952 Design Information Htg Clg Infiltration Outside db (°F) 8 84 Method Simplified Ins ide db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces I (Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference (grAb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R92PA0401317MSA Cond RA1324AJINA AHRI ref 6468401 Coil RCF2417STAMCA+R92PA0401317MSA AHRI ref Efficiency 92 AFUE Efficiency 11.5 EER, 13 SEER Heating input 42000 Btuh Sensible cooling 16380 Btuh Heating output 39000 Btuh Latent cooling 7020 Btuh Temperature rise 45 OF Total cooling 23400 Btuh Actual air flow 780 cfm Actual air flow 780 cfm Air flow factor 0.042 cfmBtuh Air flow factor 0.064 cfrnBtuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 0.80 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfin) (cfin) 2nd Fl Hall 124 1921 2241 81 143 Bath 2 53 584 266 25 17 Bath 3 74 593 72 25 5 Bedroom 2 140 1840 1422 78 91 Bedroom 3 189 2756 1515 116 97 Bedroom 4 178 3180 1879 134 120 Foyer OTB 171 0 0 0 0 Master Bath 132 3028 1922 128 123 Master Bedroom 310 4588 2884 194 184 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsafie^ 2021-Nov-15 12:39:00 - ti. .. ....,....,..., Right-Suite®Universal 2021 21.0.06 RSU20822 Page 4 �� ....."Wrightsoft HVAC\2475 Bay Ave_Mattituck.rup Calc=MJ8 Front Door faces: W AH2 2nd Floor 1371 18490 12201 780 780 Other equip loads 3604 507 Equip. @ 0.89 RSM 11310 Latent cooling . 3231 TOTALS 1371 22094 14541 780 780 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -�- wright50ft" 2021-Nov-15 12:39:00 Right-Suite(R)Universal 2021 21.0.06 RSU20822 Page s +� ...ents\Wrightsoft HVAC\2475 Bay Ave_Mattituck.rup Calc=M38 Front Door faces: W N Crawl Space 8x4 8x4 4x12 8x4 8x12 10x4 12x4 4x12 \4 x4 \12x12 Crawl Space 8x4 Sup Riser 8 x 4 14 x 12 4x12 10x4 8x4 Job M 2475 Bay Ave Home Energy Solutions Inc. Scale: 1 : 114 Performed by Katelyn Maieski for: Page 1 187 East Main Street Rights uite®Universal 2021 2475 Bay Ave Huntington,NY 11743 21.0.06 RSU20822 Mauituck,NY 11952 Phone:631-673-0664 2021-Nov-15 12:40:33 gdlamay3@glnailcom ...HVAC\2475 Bay Ave_Mattituck.rup N 1st Floor ®�90 cfm X90 cfrn 04190 cfm Fl" cfm Mud Pwdr Rm Mud Pantry 161 cfrn Foyer GreatRm Kitchen/Dining �94 7 cfin 90 cfn Sup Riser P31,51 cfm 14 x 12 14 x 12 Uti1'i��yyl7 Bath 1 `18 x 12 Bedroom 1 161 cfm ,,,90 cfrn 110 c&n Job#: 2475 Bay Ave Home Energy Solutions Inc. Scale: I : 114 Performed by Katelyn Maieski for: Page 2 187 East Main Street Right-Suite®Universal 2021 2475 Bay Ave Huntington,NY 11743 21.0.06 RSU20822 Mattituck,NY 11952 Phone:631-673-0664 2021-Nov-15 12:40:33 gdlamay3@gmailcom ...HVAC\2475 Bay Ave_Mattituck.rup FIELD INSPECTION REPORT DATE COMMENTS .� -� P GSI Com` �it l2_ on 5. ' r FOUNDATION(1ST) JO S ( �' G I D y a u 1*born viol toe.-t on noaeW ASAP c FOUNDATION(2ND) V S s PUC ROUGH FRAMING& { �0 PLUMBING t vl 5cA rn Ca,v C� Dq*mc,-.r"c T� S � y INSULATION PER N.Y. + STATE ENERGY CODE •-� �0 C C P�.m C Cew W FINALlowy G seP�l Nw o 77 v v C, ADDITIONAL COMMENT G D ca -- o Fs tea- u r G G D CJ1 z Pai 25' etec+ ' c. m 1 2 4vm rJK 4� -7177i Z f( uk I l (� o z y 1 Tt r ro H `�a�stlfFejxcoG v TOWN OF SOUTHOLD—BUILDING DEPARTMENT F' y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11911-0959 Telephone (631) 765-1802 Fax (631) 765-9502 httt s://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING, PERMIT ® f C E For Office Use Only J � PERMIT N0. / o� Building Inspector: AN 1 2 22 BUILDING DEPT. Applications'and forms,must,be filled o.ut in their entirety-IncorripPete' TOWN OF.SOUTHOLD applications will'not.be accepted. Where,the Applicant.is not the owner,an Owner's Authorization'form(Page 2)'shall be completed. , Date: 1/13/2022 OWNER(S),OF PROPERTY:, Name. Stephen Cubells TSCTM#1000-144=4-5 Project Address: 2475 Bay Avenue, Mattitcuk NY 11952 —FPhone#: (631)767-0294 mail: stephen@allislandcleaning.com Mailing Address: 950-7 Old Medford Avenue, Medford NY 11763 CONTACT PERSON: Name: ,Henry Alia Mailing Address: 950-7 Old Medford Avenue, Medford. NY 11763 Phone#: (631) 678-2667 Email: teamalia65@gmail.com :DESIGN PROFESSIONAL INFORMATION' ,. . Name:Thomas D. Blore Architect, P.C. Mailing Address: 60 Carlton Avenue, Suite 202, Islip Terrace,,NY 11752 Phone#:(631), 277-2022 Email:tblore@tdbarch.com CONTRACTOR INFORMATI' M., - Name:All Island Cleaning Corp., Mailing Address: 950-7 Old Medford Avenue, Medford NY 11763 Phone#:(631) 695-6250 -7Email:stephen@allislandcleaning.com DESCRIPTION OF:PR60 S' ED:CONSTRUCTION „ ®New Structure ❑Addition ❑Alteration ❑Repair RDemolition Estimated Cost of Project: $575,000.00 Pj y keM 13J� [--]Other Will the lot be re-graded? ®Yes ❑No i Will excess fill be removed from premises? ❑Yes BNo 1 I I i I i PROPERTY INFORMATION ,I Existing use of property: Residence. Intended use of property: Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? BYes ❑No IF YES, PROVIDE A COPY. 8 Check-Box After Reading:-°The owner/contractor/design professional is responsible for all drainage an&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 irpections..False statements made herein are punishable as a Class A misdemeanor pursuant to Section 230.45 of.the New York State Penal Law. Byr' Me , ep n CubelIs ❑Authorized Agent BOwnerApplication Submitted Signature of Applicant- Date: STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Stephen Cu bells being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)heisthe Property Owner (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 20-4!le taryPublic `p,V,Y P&e PROPERTY OWNER AUTHORIZATION No.00IDY6355279 (Where the applicant is not the owner) NA Exp. �G� 9A pLK C��1 0 SOF NS I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 i. �t,„��. '%.R'9FYg; ,:X• ..�:?"`..,°� s` n',„ - .` •',� t` ` �`` ,✓ em",h'±' .ad^s"ei n� 1..s �D•�� + �_ 2 'e r`ue:^�t3'rT,a`sc•`.:esc1,,L:=,F��.m.7y,^XPtZ*:!•Z�V�*.aeti'tst;'uS'7Yttia2'uri+:;•'�.•.:°Mh'es - si ,�D•✓= ^:F;""�.7.=a'ak�'fr3�E.iG ..,127,:,."I:'.'d'5�,::�.A.”C::`..'".'.'_:S•S"y..:ra:Yw?�+�t'a5i::`?".;,"yr>.v'."i :/` BOARD OF SOUTHOLD TOWN TRUSTEES j SOUTHOLD,NEW YORK PERMIT NO.9968 DATE: AUGUST 18,2021 ISSUED TO: STEPHEN&KAREN CUBELLS t 1 PROPERTY ADDRESS: 2475 BAY AVENUE.MATTITUCK = - " j° F SCTM#1000-144-4-5 I 9`V' ,; AUTHORIZATION + .u�t Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on August 18.2021, and in consideration of application fee in the sum of$250.00 paid by Stephen&Karen Cubells and subject to the ; i� Terms and Conditions as stated in the Resolution the Southold Town Board of Trustees authorizes and permits Iv� the following: f { Wetland Permit to demolish existing one-story dwelling and construct a new two-story,single- i family dwelling in its place; renovate and expand a one-story cottage from 34.5'x10.5'to C;I e s f f > > r ; �< • •mom ; � � 34.5 x22.1 ; construct a 16 x36 in-ground swimming pool with 48 x59.8 patio; and 7s •f.adJustments to grades using approximately 431 cubic yards of clean fill over an 11 653. �t. ,. ,, area;and to revegetate approximately 1,314sq.ft. of cleared area adjacent'to tidal wetland (",• "`: ;5 areas; establish and perpetually maintain a 151 non-turf buffer landward of the flagged ( ` " wetland line; and as depicted on the site plan prepared by Nelson,Pope&Voorhis,LLC, received on Augustk vac$ r i 17,2021,and stamped approved on August 18i 2021. " I .. `.. IN WITNESS WHEREOF the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these - r_ 5 x presents to be subscribed by a majority of the said Board as of the 18th day of August,•2021. kl Off } ,6.'�'� ;p a __.__.._ ...__.__ ._______..___.___.,_� _______..-.-.__'____.' ��;`. t'•` h x./C+'SfwYZfu a f1 � 'e'rvr;,grcii7<��.:ril^..rl✓fa`/ei�'r'iva.ti'S•r'ii':' .•�vuu+e•.e�Ta'a[`iktiul•a's,e.^i ',�g;n`TFYi£�iTtTuu'i X$➢t,�s�]*-.{13u7S,�i5.4Yad9.°_' 'vh]`,§:�.A3��'."x'�MLii�ud]i,Y�i•ZC9$•��SIXciZfri'r'�L:7A.`>i/YSS"vi'Y-+.S•`.+ .}=� Ftp`ssr. Pte+'` r :k_1', � �% ;F,: d +l'-_.%tfi �", f ;S-__�`- •�r Ya ,�,_.\.��:- ',.+�agi`•'3`-,^` �' �'y ��.. '•l.. ,!\ ✓�' e.�Ta��_' _ y .-+�*ran+fi / �� Y ro ±, �� ._ � '' 1.tn+. _ .�` tf.;±;t. JR +..R• �r�` ,'' a.r a• ^ t✓ Glenn Goldsmith,President Town Hall Annex so 54375 Route 25 A. Nicholas Krupski,Vice President ......P,,0.Box--1.179-,] Eric Sepenoski H V So�thO14 ,N6W48)*�k'11'971 .7 .:_" :.-I Liz Gillooly Cn cTelephone(631) 765-1892' Elizabeth Peeples Fax(631) 765-6641 100 Wv NOV 1 2023 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 2089C Date: October 10, 2023 THIS CERTIFIES that the demolition of existing one-story dwelling and construct a new two-story, single-family dwelling in its place; renovate and expand a one-story cottage from 34.5'x10.5' to 34.5'x22.1'•, construct a 16'x36' in-ground swimming pool with 48'x59.8' patio; and adjustments to grades using approximately 431 cubic yards of clean fill over an 11 653.7sq.ft. area-, and to revegetate approximately 1,314sq.ft. of cleared area adjacent to tidal wetland areas; establish and perpetually maintain a 15' non-turf buffer landward of the flagged wetland line, At 2475 Bay Avenue, Mattituck Suffolk County Tax Map#1000-144-4-5 Conforms to the application for a Trustees Permit heretofore filed in this office Dated May 27, 2021 pursuant to which Trustees Wetland Permit#9968 Dated August 18, 2021 was issued and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for demolition of existing one-story dwelling and construct a new two-story, single-family dwelling in its]�Iace; renovate and expand a one-story cottage from 34.5'x10.5' to 34.5'x22.1'•, construct a 16'x36' in-ground swimming pool with 48'x59.8' patio; and adjustments to grades using approximately 431 cubic yards of clean fill over an 11,653.7sq.ft. area; and to revegetate approximately 1,314sq.ft. of cleared area adjacent to tidal wetland areas; establish and perpetually maintain a 15' non-turf buffer landward of the flagged wetland line. The certificate is issued to SteDhen&Karen Cubells-owner of the aforesaid property. i3 g Authorized Signature Ask NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION � Facility DEC ID 1-4738-00917 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: STEPHEN CUBELLS CUBELLS PROPERTY 950-7 OLD MEDFORD AVE 2475 BAY AVEISCTM# 1000-144-04-05 MEDFORD,NY 11763 MATTITUCK,NY 11952 Facility Application Contact: NELSON POPE & VOORHIS LLC 572 WALT WHITMAN RD MELVILLE,NY 11747 (631) 427-5665 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Mattituck Facility Principal Reference Point: NYTM-E: 707.619 NYTM-N: 4539.579 Latitude: 40°58'51.5" Longitude: 72°31'55.7" Project Location: 2475 Bay Ave. Watercourse: James Creek Authorized Activity: Demolish the existing primary dwelling and construct a new single-family dwelling. Renovate and expand the existing cottage. Install a new pool and patio. Place fill to level. Install a new Innovative/Alternative Onsite Wastewater Treatment System and stormwater drywells. Revegetate a 1,314 sf area with native vegetation. All activities authorized by this permit must be in strict conformance with the attached plans stamped approved by NYSDEC on July 1, 2021. fPermit Authorizations I _ Tidal Wetlands - Under Article 25 Permit ID 1-473 8-00917/00004 New Permit Effective Date: 7/1/2021 Expiration Date: 6/30/2026 Page I of 7 Am 10bi NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC 1D 1-4738-00917 NYSDEC Approval y By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator:LAURA F STAR,Deputy Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY 11790 -3409 Authorized Signature: Date —7/ 1 / 2— Distribution Distribution List NELSON POPE & VOORHIS LLC Marine Habitat Protection LAURA F STAR Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. Post Permit Sign The permit sign enclosed with this permit shall be posted in, a conspicuous location on the worksite and adequately protected from the weather. 2. Notice of Commencement At least 48 hours prior to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. Page 2 of 7 Ask oboe NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 'Row Facility DEC ID 1-4738-00917 3. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Nelson & Pope, dated Nov. 25, 2020 and by Nelson, Pope, & Voorhis, LLC, last revised May 10, 2021, both stamped approved by NYSEDC on July 1, 2021. 4. Concrete Leachate During construction, no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State,nor shall washings from ready-mixed concrete trucks,mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 5. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 6. Materials Disposed at Upland Site Any demolition debris, excess construction materials, and/or excess excavated materials shall be immediately and completely disposed of in an authorized solid waste management facility. These materials shall be suitably stabilized as not to re-enter any water body, wetland or wetland adjacent area. 7. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. s. Storage of Equipment, Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary. 9. Clean Fill Only All fill shall consist of clean sand, gravel, or soil (not asphalt, slag, flyash, broken concrete or demolition debris). 10. Department Jurisdiction The department retains jurisdiction of all regulated lands where fill has been permitted. Placement of fill shall not be used to alter the department's Tidal Wetland jurisdictional area at the project site. The area remains a regulated area subject to Tidal Wetland Land Use restrictions of 6 NYCRR Part 661. 11. Long-term Plant Survival The 1,314 sq ft restoration area shall be planted as shown on plans by Nelson, Pope, & Voorhis, LLC, last revised May 10, 2021 and the permittee shall ensure a minimum of 85% survival of plantings by the end of five growing seasons. If this goal is not met,the permit holder shall re-evaluate the restoration project in order to determine how to meet the mitigation goal and submit plans to be approved by the office of Marine Habitat Protection NYSDEC Region 1 Headquarters SUNY @ Stony Brook150 Circle Rd Stony Brook, NY11790 -3409 Page 3 of 7 v NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-00917 12. Straw Bales or Other at Tidal Wetland A row of staked straw bales or approvable erosion control devices shall be placed at the landward edge of the buffer area or 75 linear feet from the tidal wetland boundary, or as per the NYSDEC-approved plan, prior to commencement of any regulated activities and remain in place and in good, functional condition until the project is completed and all disturbed areas are stabilized with vegetation. 13. No Drywells in or near Wetland Dry wells for pool filter backwash shall be located a minimum of 100 linear feet landward,of the tidal wetland boundary. 14. No Pool Discharges to Wetland There shall be no draining of swimming pool water directly or indirectly into wetlands or protected buffer areas. 15. Driveway/Parking Area of Pervious Material Driveway and parking areas shall be constructed of NYSDEC-approved pervious materials. 16. Authorized Innovative/Alternative Onsite Wastewater Treatment Systems (I/A OWTS) Septic Systems This permit authorizes the installation of any models of 1/A OWTS septic system which have received the approval of the Suffolk County Department of Health Services (SCDHS). If SCDHS rescinds its approval of one or more of these models during the term of this permit, DEC will no longer approve new installations of that model. The list of 1/A OWTS systems which have received approval by SCDHS are found on the Suffolk County Website under the Reclaim Our Water- Homeowner section at: Overview of Provisionally Approved Technologies. 17. Maintenance of Installed Innovative/Alternative Onsite Wastewater Treatment Systems (I/A OWTS) The permittee must maintain, service and repair the installed UA OWTS in accordance with the maintenance schedule set forth in the Suffolk County Department of Health Services (SCDHS) permit issued for the system. 18. Contain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/ silt curtains (or other NYSDEC approved devices)placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 19. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 20. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. Page 4 of 7 Am dftwi NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL.CONSERVATION � Facility DEC ID 1-4738-00917 21. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 22. State May Require Site Restoration If upon the expiration or revocation of this permit,the project hereby authorized has not been completed,the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require,remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. GENERAL CONDITIONS - Apply to ALL Authorized Permits: I. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. Page 5 of 7 A& NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-00917 3. Applications For Permit Renewals, Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY cr Stony BrookJ50 Circle Rd Stony Brook,NY11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. Page 6 of 7 Am �r NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-00917 NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies,expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC")for all claims, suits, actions, and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Page 7 of 7 :z azzzzzzz►�rssz �O1� SUEfOI t y� BUILDING DEPARTMENT-Electrical Inspector CO = TOWN OF SOUTHOLD O Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 y,�01 Telephone (631)765-1802 Temporary Certificate #j_3=—'-) Date 2Q 2022 Customer Name h2v, Ckb etS Electrician Name f\AT vo e c c Address, [q c Phoneg-[(o Qao 15-SLI e-mail a tah cower e-mail vin • ellec , C-Ovy,% Phone L�I --I u-1 aZ License# pa Size 3 0 o A Phase I Overhead Underground V #of Meters 1 Remarks #of Underground Laterals 1_ 2 New "H" Frame or Pole FI 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 vali 90 da from the date abov . Authorized by _ r BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town,Hall Annex - 54375 Main Road - PO-Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(o.southoldtownny.gov seand(a-southoldtownn .gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 11/16/2022 Company Name: MTM Electric, Inc. Electrician's Name: Mike Ingoglia License No.: 3700-ME Elec. email: mtm.elec@yahoo.com Elec. Phone No: (516)220-5861 ❑1 request an email copy of Certificate of Compliance Elec. Address.: PO Box 474, Ridge NY 11961 JOB SITE INFORMATION (All Information Required) Name. Stephen Cubells Address: 2475 Bay Avenue, Mattituck NY 11952 Cross Street: Main Road Phone No.: (631)767-0294 Bldg.Permit#: 47903 email: stephen@allislandcleaning.com Tax Map District: 1000 Section: 144.00 Block: 04.00 Lot: 005.000 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE'(Please Print Clearly): New house, including swimming pool/hot tub Square Footage: Floo Circle All That Apply: Is job ready for inspection?: YES NO Rough In 0 Final Do you need a Temp Certificate?: YES. NO Issued On Temp Information: (All information required) Service Size[V11 Ph❑3 Ph Size: 300 A # Meters 1 Old Meter# ✓O New Service❑Fire Reconnect[]Flood ReconnectF]Service Reconnect ✓[Underground[]Overhead # Underground Laterals Z 1 D2 Z H Frame Pole Work done on Service? Y ZN Additional Information: PAYMENT DUE WITH APPLICATION RAJ .PERMIT# Address: Switches �4�-k �. //IP— Outlets GFI''s ' I 1 Surface _ Sconces H H's I w I� , 1 Y'�'' UC Lts IC9I � Fans Fridgel HW Exlhaus4w— Oven 't'l1 WAD Smokes ! DW I Mini P4ve- 1� Carbon Micro Generator Combo Cooktop Transfer ACC I AH Hood I Service Amps Have Used Special: Comments n I DECLARATION OF COVENANTS THIS DECLARATION made this 4 day of November 2021 , by Stephen Cubells and Karen Cubells residing at 2475 Bay Avenue, Mattituck, 11952 hereinafter referred to as "DECLARANT(S) " : W I T N E S S E T H WHEREAS, DECLARANT (S) is/are the owner (s) of certain real property located on 2475 Bay Avenue Mattituck Town of Southold, County of Suffolk, State of New York, described in the Suffolk County Tax Map as District 1000, Section 144Block 4 Lot 5 which is more particularly bounded and described as set forth in Schedule "A" annexed hereto, hereinafter referred to as the Property; WHEREAS, the Property is situated on lands within the jurisdiction of the Board of Trustees of the Town of Southold (hereinafter the "Trustees") pursuant to Chapter 275 of the Town Code of the Town of Southold or its successor, and various activities conducted upon the property may thus be subject to the regulation and approval of the Trustees prior to being conducted; WHEREAS, the DECLARANT(S) therefore made application to the Trustees for a permit pursuant to the Wetlands Law of the Town of Southold to undertake certain regulated activities; and WHEREAS, as a condition of the granting of a Wetlands Permit to undertake such regulated activities, the Trustee's required that a 15foot "non-turf buffer" adjacent to and landward of theflagged wetland line, as depicted on the site plan and WHEREAS, the DECLARANT has considered the foregoing and has determined that the same will be for the best interests of the DECLARANT and subsequent owners of the Property. NOW, THEREFORE, the DECLARANT (S) do/does hereby covenant and agree as follows: 1) Upon the substantial completion of the aforementioned permitted activities there shall be established and perpetually maintained adjacent to tidal wetland areas, a 15 foot "non-turf buffer" as defined by Chapter 275 of the Town Code, to wit: "A designated area where turf grass, pesticides and fertilizers are not permitted." and as depicted on the site plan prepared by Nelson, Pope & Voorhis, LLC, recieved on August 17, 2021 and stamped approved on August 18, 2021 , see Exhibit N'A" attached; and 2) These covenants shall run with the land and shall be binding on the DECLARANT(S) , his/her/their heirs, assigns, purchasers, or successors in interest and may only be modified after a public hearing and upon resolution of the Trustees. IN WITNESS WHEREOF, the owner(s) has/have duly executed this instrument this �l day of �� ] 20V 0 O ER'S SIGNATURE OWNER'S SIGNATURE STATE OF NEW YORK ) COUNTY OF ss: On the day of �u�� in the year 202, before me the ndersigned, a Wpersonally Public in and for said State, personally appeared S+e MOM ko known to me or proved to me on the basis of satisfactory evidence be the individual (s) whose name (s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity, and that by his/her/their signature(s) on the instrument, the individual or the persons on behalf of which the individual (s) acted, executed the instrument. otary Pu lic So D iia 001DY6355279 Ex,/ 4cFOLK 00 � 2 FN TERMS AND CONDITIONS The PermitteeStephen &Karen Cubells,residing at 2475 Bay Avenue, Mattituck,New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the'Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto, to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months, which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees,the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice, to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90) calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee Will obtain all other permits and consents that may be required supplemental to this.permit, which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in - order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE IM. . 'D A A^^^^ 113405062 ALL ISLAND CLEANING CORP ' 950-7 OLD MEDFORD AVENUE � • MEDFORD NY 11763 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER ALL ISLAND CLEANING CORP TOWN OF SOUTHOLD BUILDING DEPT 950-7 OLD MEDFORD AVENUE 54375 ROUTE 25 MEDFORD NY 11763 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12354646-8 343968 02/28/2021 TO 02/28/2022 1/13/2022 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2354 646-8, 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 DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT STEPHEN CUBELLS ALL ISLAND CLEANING CORP (ONE PERSON CORP) THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE SUR NCE FUND F �/ DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:723726786 U-26.3 i t YORK Workers' CERTIFICATE OF INSURANCE COVERAGE STATE Compensation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured ALL ISLAND CLEANING CORP (631)698-6250 950 OLD MEDFORD AVE UNIT 7 MEDFORD,NY 11763 i 1 c.Federal Employer Identification Number of Insured or Social Security Work Location of Insured(Only required if coverage is specifically limited to Number certain locations in New York State,i.e.,a Wrap-Up Policy) 113405062 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) New York State Insurance Fund(NYSIF) TOWN OF SOUTHOLD,BUILDING DEPT 54375 ROUTE 25 3b.Policy Number of Entity Listed in Box"1a" SOUTHOLD,NY 11971 DBL 6015 10-2 3c.Policy effective period 12/01/2021 to 12/01)2022 4.Policy provides the following benefits: ® A.Both disability and paid family leave benefits B.Disability benefits only C.Paid family leave benefits only 5.Policy covers: ® A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. e�� ""G` Date Signed 1/13/2022 By w`eA_ (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number (866)697-4332 Name and Title Kristin Markwica,Head of Disability Insurance Unit IMPORTANT: If Box 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, DB Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200 PART 2.To be completed by the NYS Workers'Compensation Board(only if Box 4C or 5B of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents` of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1 (10-17) Certificate Number 672394 Suffolk County Dept of Labor, Licensing&Consumer Affair i , HOME IMPROVEMENT LICENSE L" Name STEPHEN A CUBELLS Business Name This certifies that the ALL ISLAND CLEANING CORP bearer is duly licensed by the County of suffolk License Number:H-45129" Rosalie Drago Issued: 08/07/2008 Commissioner Expires: 08/01/2022 A CERTIFICATE OF LIABILITY INSURANCE DATE(MIYYY1� '_ `� 01/144/212D022 THIS CERTIFICATE IS ISSUED ASA 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 ACONTRACT 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 Camille Wadsworth NAME: E A Funk&Associates,Inc. PHONE (631)467-4747 1 FAX (631)467-5160 A/ o E t• AIC No 1919 Middle Country Road E-MAIL cwadsworth@ericfunkagency.com ADDRESS: Suite 300A INSURER(S)AFFORDING COVERAGE NAIC>x Centereach NY 11720 INSURERA: Lloyd's of London 112200 INSURED INSURER B: Merchants Mutual Insurance Company 23329 All Island Cleaning Corp. INSURER C: 950 Old Medford Ave INSURER D: INSURER E: Medford NY 11763-2659 INSURER F: COVERAGES CERTIFICATE NUMBER: CL214104380 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMEDABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE 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. ILTR TYPE OF INSURANCE Sp POLICY NUMBER POLICY EFF POLICY EXP LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE �OCCUR PREMISES Ea occurrence $ 100,000 X Contractual Liability MED EXP(AnV one person) $ 5,000 A Y MPL4053698.21 04/02/2021 04/02/2022 PERSONAL&ADV INJURY $ 1,000,000 GEN'LAGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY JET F—] LOC PRODUCTS-COMP/OPAGG $ 2, 0,000 OTHER: Per Project Agg Limit $ 5,000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 Ea accident X ANYAUTO BODILY INJURY(Per person) $ B OWNED SCHEDULED AUTOS ONLY AUTOS CAP1073167 04/02/2021 04/02/2022 BODILY INJURY(Per accident) s HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY (Par., $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETORIPARTNER/EXECUTIVEF7N/A E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 11 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Certificate holder is included as additional insured under general liability when required by written contract or agreement under form#E6838.1 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town of Southold Building Dept. ACCORDANCE WITH THE POLICY PROVISIONS. 54375 Route 25 AUTHORIZED REPRESENTATIVE Southold NY 11971 T " ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD LJUg P() 1.. • cr- a z ; w F-- z C a o 8 07 SPECIFICATIONS a < > = o op MODEL MAC 10OR j > ^-+ w U AIR FLOW 3.5 CFM + C4 Ir CC CC W UJ NORMAL PRESSURE 2.6 PSI R o co � W a. POWER 120V/1.7A/60HZ A 0 z =m OUTLET CONNECTION 3/4 INCH Z w :D WEIGHT 11 LBS ( w o o a. co POWER CONSUMPTION g3 / V W z z w ,t POWER CABLE AS NEEDED a w? 2 POWER CABLE _ �� _� w w o z (CONNECT TO BE HARD 4 ir z 12 o K INSTALLATION /OPERATION & MAINTENANCE NOTES: ® < �- Z o z WIRED TO POWER _ - - - INSTALL BLOWER ON CONCRETE BASE. ENSURE ADEQUATE z o � SOURCE_) �_____ �� VENTILATION AND PROTECT AGAINST SUNLIGHT. 0-If o wwr� fl 13 - MAINTENANCE REQUIRES A TRAINED TECHNICIAN. o a 17;6i a ui - FOR MAXIMUM EFFICIENCY, INSPECT AND CLEAN INTERNAL a o AIR FILTER ONCE EVERY 3 MONTHS 78, 48' #„��_ 31f - REPLACE DIAPHRAGM 1 VALVE ASSEMBLY ONCE EVERY 12 m m QQ MONTHS (NOTE: A DAMAGED DIAPHRAGM WILL TRIGGER THE AUTOMATIC-STOP FUNCTION). PLAN VIEW SECTION VIEW FRONT VIEW BLOWER DETAILS N N SCALL NMr cl Cl p w w Q Q D O -112"VENTILATION PIPE at SCUM BAFF o z z cn v) 'n U U � CHAMBER VOLUME(GAL) ii d SEDIMENTATION CHAMBER 558 a n all ECIRCUL4TtoN ANAEROBIC FILTRATION CHAMBER 556 AIR LIFT PUMP Q AEROBIC CONTACT FILTRATION CHAMBER 248 ,DISINFECTION STORAGE CHAMBER 125 CYLINDER(OPTIONAL) ® o Q DISINFECTION CHAMBER 11 4"INLET PIP "OUT LET PIPE TOTAL VOLUME - -1,498 JA SPECIFICATIONS ANAEROBIC MEDIA PP f PE FILLING RATE 46% APPROVED BACKFILL FINISHED GRADE cq ---EFFLUENT ____ n AIR UFT PUMP BOARD TYPE AEROBIC MEDIA PVC/PP/PE FILLING RATE 17% lt/ rw F.- __ o Q AEROBIC MEDIA PP/PE FIWNG RATE 54% INLET BAFFLE- � O BLOWER 3.0 CFM �I d TANK _FRP TO REMAIN �� ..�- `" '- z EXISTING SOIL PIPING F'VC/PP/PE ACCESS COVERS PLASTIC/GAST IRON DISINFECTANT OPTIONAL CHLORINE TABLETS , �. � :, w `— RECIRCULATION PIP OW BAFFLE � lrAIR INTAKE (OPTIONAL) GALVANIZED D-RING _ OR SHACKLE OR STRAP �C'^ t` -c (CLEANING OPENING) I WITH EYELETS I �w� _ ` . :n z FLOW OPENING(TYP. B (2 PLACES) GALVANIZED TURN `` (2 PLACES) PN VIEW BUCKLE 1 r o (2 PLACES) c �+ C 0.t p sy15 ' SEPTIC TANK MODEL CEN 10 24"MANHOLE 24"MANHOLE WI 24"MANHOLE WIT 24"MANHOLE ISINFECTION (RISERS TO GRADE SHAH BE SUPPLIED) RISER TO GRADE (T)'P) RISER TO GRADE (TYP) RISER TO GRADE (TYP) CYLINDER(OPTIONAL) OW OPENING ---PRECAST CONCRETE DEADMAN WITH(4)#4 Y —-- REI3ARoll tr " OARD TYPE .d•• • . a .. (2 PLACES) �a Q CONTACT MEDIA :. •- I a ,; I I d/ J r o s PRECAST DEADMAN BY DIAMOND PRECAST DRILL I"DLA. HOLE TO ACCEPT 0 < .-.. 0 U 18"WIDE BY 8"HIGH BY 96"LONG GALVANIZED 3144NCH EYE BOLT WIT IRCULATtON (TYP FOR 2) FLAT WASHER TOP AND BOTTOM z �(/) }— � I— O m ASSEMBLY (4 PLACES) LL O 4 "` j C, F- W o <C a. 4'-11�" 4'-171" w 0 Q- o fn a ROBIG MEDIA Z SEPTIC TANK HOLD DOWN DETAILRATION ASSEMBLY O z SCALE: NONE PROJECT NO.: 20198 DRAWN BY. SR SECTION A-A VIEW SECTION 13-8 VIEW CHECKED BY: TFL DATE: 2-16-21 SCALE: AS NOTED FILE NO.: FUMCLEAN-4 CEN 10 SEPTIC TANK DETAILS �DD: �1��A�SA DRAWI NG2 NO.: SCALE: NONE OF SI•�No w Z 0 I.. j E �Q g CL wt- p $ a� �- o ow 0 -in a ¢ �c�io CLEANOUT INSIDE W p an Ow w UJ SCHEDULE 40 BALL VALVE WATER VALVE OXO ^ iC w w INSIDE WATERTIGHT . . to v w0q cn FINISHED GRADE VALVE Pox FINISHED GRADE FINISHED GRADE 1- N 'r' :r.�- .o-�-l'J•- ti�:r-'__y. r ri.'+•• - �_:+_-�;'.S'i'•'..3rx1-v"`-, r�i'..`ti a`:.": iy_• _M.. ..f.a..'`F. ��.. � cc Z � 2 � � LPERF " SCHED.40 PVC DISTRIBUTION PIPE W O r _t u_sem...,•. ;� _ ��" _ - .. FABRIC rGEOGAURDORAFfCE SHIELD 4r U w V -' ✓ `� o = .. AT EACH ORAFICE- .-. N to- RATION HOLES AS SPECIFIED �- Z co z FABRIC 2'DIA.SCHED. w 4a PVC `��'` •'._,c:.•:�y= Zr Q= = W URD ORAFICE SHIELD MANIFOLD ' - ;�;�,_..,r, - t w J p u z LLI GEOMAT CORE ? - ^j! PIPE :'�` • GEOMAT 3900 CORE ._~`� . :_�g.mss.?st:y:s..:_•-•�=e' EXCAVATE UNSUITABLE SANDY Q1 W N 0 u- _ LOAM AND BACKFILL WITH z O Z N Z SUITABLE SAND Q "tom{.. `�` _-.e•s�_,�,, . L!J W D Q co CL I- 1 - °; `-, 40'OF GEOMATRIX GEOMAT 3900 LEACHING MAT woo 0 2 ROWS AT 5 O.C. .. ,.s rna scHED.40 PVC ( ) to DISTRIBUTION PIPE GEOMAT 3900 LEACHING SYSTEM 1•SLIPPLUG � m m --_ ,"SCHD.BALI GEOMAT 3900 LEACHING SYSTEM GROSS SECTION PROFILE SCALE: NONE VALVE IaoXL BED OFPEAI-RO i� LE DETAIL ,-SCHD.BALL WATERTIGHT 1'PERFORATED - SCALE: NONE VALVE COVER PRESSURE ,"NEEP SCHD. LATERAL d0 SWEEP ��\1. � : :';•:• F 1"PERFORATED PRESSURE ^ LATERAL o a 1"SCHD_40 ►u'- �" COUPLING LGEOMAT a a z z O FLOW EQUALIZATION PROCEDURE: 1. INSTALL CLEAR PIPE INTO BALL VALVE. 2"x 1"PVC G>=01yAT 2 OPEN ALL VALVES. SCHD_40 TEE W III 3- TURN ON PUMP AND NOTE ELEVATION OF WATER IN EACH PIPE. PLACE ON 2"x PVC SCHD.40 \— BED OF PEA 4. EQUALIZE HEIGHT FOR EACH AT 48"HEAD WITH BALL VALVE AT MANIFOLD PIPE GRAVEL w w START OF LATERAL. Lo 5. AFTER EQUALIZATION,TURN OFF PUMP AND REMOVE PIPES. s NOTE: ix o CLOSE VALVES AND REINSTALL PLUGS. VALVE SHOULD BE THE HIGH POINT.WATER SHOULD FLOW BACK TO THE PUMP PIT AND THE GEOMAT TO DISTAL HEAD I CLEANOUT DETAIL PREVENT FREEZING. SCALE: NONE FLOW EQUALIZATION VALVE DETAIL SCALE: NONE o a " o N o CONTROL PANEL z 24'EFFLUENT DISCHARGE PUMP PIT 1 •l`p w (MODEL SC103 AS MANUF, BY NORWECO) ' FIBERGLASS GASKETED LID WITH ��. ` ` CLEANOUT VENT ASSEMBLY STAT E STAINLESS STEEL BOLTSp ; Q PVC SPLICE BOX W/CORD GRIPS uj DISCHARGE ASSEMBLY �✓� � �� d CONDUIT TO CONTROL PANEL EFFLUENT DISCHARGE CONDUIT SEAL FLEXIBLE HOSE Y FIELD CUT 4"PIPE TO FIT 0 J 0 SANITARY TEE < k W g 2 FROM PRIMARY TANK FLOATS MAY BE--- --s s- LEVEL CONTROL FLOAT ASSEIttIBLY Q c Z o { ' ARRANGED TO ALLOW EFFLUENT DRAVItLK7UYN IN PRIMARY TANK} w E— o Wo �" ~ 0 FLOW INDUCER wr LLo d LJ U u FIBERGLASS PUMP BASIN ? o v - o V U- _ U- N FILTER CARTRIDGE 0 ¢ FlELD CUT C PIPE TO FIT = .i z CONCRETE ANTI-FLOTATION BASE 0 INLET ELBOW EXTEND 6'BEYOND BASIN PROJECTNO-- 20198 DRAWN BY: SR NORWECO EFFLUENT PUMP MODEL SC-103 \_BIOTUBePUMP VAULT CHECKED sy: TFL HATE: 2-16-21 SCALE- AS NOTED FlLE NO_: EFFLUENT DISCHARGE PIT DETAILS CAN DD- 19a� Sp DRAWING NO.: SCALE: NONE OF SHEET NO i LAND NOW OR FORMERLY OF liNDA-E.MERCURIO CGS 2 N 67026'50" E 367.98' TO JAMES CREEK-ACTUAL , 1:01342.95'TO JAMES CREEK-DEED FNC. FNC. p� 4'POST' 0.2'S FNC. t.2'N 4'POST ON RAIL FENCE 1.6 N 6'STOCKADE FENCE p ON RAIL 1.4'W xX X X FNC. FNC. 'WETLAND 1 0.5'S 0.6'r, S 17026'06' W 17.26' (TIE) / WETLAND -S 37046'43" E S / 11.36' (TIE) 4.7 lbo 0 CrkO c`Z w / ' S 08°24'07" W PILING C14a w �u a WETLAND 3 26.27' (TIE) METAL 8 1 Q IQI j O O WOOD DOCK P z b1i LU Z Z U- o U Ed w w Lu 8 O n d o za Qom. WETLAND4 & 3°30'' 7" � O t I �` 3.0' v a o � LL w� Q Q � 5.83 TIE PILING L.y... ��_ , ( ) U. 41059'00" (� p � / S E 103T 4.7 �, > WETLAND 0 �� 2 9.x i _ �v / /Z S 01 45 44 E 9.64 (TIE) 2 9 6.2 0 > ^ O / 17.99' (TIE) bq C X m llg / S5 W 1 STORY. I' 8.43' (TI E) Q FRAME HOUSE ."� 24•'PINE S 40025'33" E N FFL.ELEV=11.27' TI AND 6 CONC.MON. S 12039'29'fXE 14..53'.(TI E�,:. FND. f6.29' (Tf ),. . �"('� 283.32'TO JAMES CREEK-DEED W PIPE FND. S 35029'04" W g S 66038'30" W 297.00' TO JAMES CREEK-ACTUAL 14.70' (TIE) o LAND NOW OR FORMERLY OF DP&E A_..—STANLEY N 0 u f10�o�')i7 GYM N NOTES: ELEVATIONS REFER TO NAVD 88 THE OFFSETS (OR DIMENSIONS).SHOWN HEREON FROM THE STRUCTURES TO ROCHELLE PLACE THE PROPERTY LINES ARE FOR A SPECIFTC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS, POOLS, PLANTING AREAS, BUILDINGS, BUILDING ADDITIONS AND CONSTRUCTION OF ANY OTHER IMPROVEMENTS. IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING, SECTION 7209, FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY 09(29/2022 WAY- .IF ata:tTrz�•eF�cRlcis•TT#E OF fiN EAG"t`E�t OP,LAND,StIQV'EYtrit 1. FOUNDATION LOCATION IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO No. REVISION DATE THE ITEM HIS SEAL AND THE NOTATION 'ALTERED BY FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. MAP OF PROPERTY COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE n��'(� AS DESCRIBED IN COPY. LEGEND:_EN D:_• �( UNDERGROUND, OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT '`�� r r-� LIBER 1��9, PAGE 979 GUARANTEED AS TO COMPLETENESS, ACCURACY, EXISTENCE, EXACT SITUATED AT LOCATION, TYPE OR USE, ACTIVE OR INACTIVE. VERIFICATION IS LIGHT POLE � � ° ° MATTITUCK MANDATORY WITH MUNICIPAL AGENCIES AND/OR PUBLIC OR PRIVATE UTILITY Ys COMPANIES PRIOR TO CONSTRUCTION AND/OR EXCAVATION. ® WATER METER °` �> k. ti. TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK GUARANTEES INDICATED HEREON SHAD RUN ONLY TO THE PERSON FOR r . S.C.T.M. DISTRICT 1000, SECTION 144.00, BLOCK 04.00, LOT 005.000 WHOM THE MAP IS PREPARED, AND ON HIS BEHALF TO THE TITLEHYDRANT COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED (`r HERECN. GUARMIEES ARE NOT TRANSFERABLE TQ AT)tMONAL F-1MONUMENT INSTITUTIONS OR SUBSEQUENT OWNERS. r5 .a �.•_.. `F L + E ti ,y, ,� f � 8 J.� PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE, OR SUB SURFACE j>r WATER VALVE CONDITIONS IF ANY, INCLUDING BUT NOT LIMITED TO WETLANDS, WATER y. ` COURSES, SOIL CONDITIONS, VEGETATION, TREES, PATHS, DEBRIS OR ANY {; OTHER CONDITIONS OTHER THAN VISIBLE PERMANENT STRUCTURES. ¢ UTILITY POLE ---- - engineers • architects • surveyors COPYRIGHT ®NELSON & POPE, ENGINEERS AND SURVEYORS. ALL RIGHTS GUY WIRE 7O Maxess Road,,l0eWile,NYII747:632.427:5665• neisonpope.com RESERVED. NO PART OF TFIS n-RAWING MAY EE REPRODUCED-By PHOTOCOPYING, RECORDING OR BY ANY OTHER MEANS, OR STORED, PROCESSED OR TRANSMITTED IN OR BY ANY COMPUTER OR OTHER SYSTEM DRAWN BY: IP CADD: 2o196_FNO LOC SCALE: WITHOUT THE PRIOR WRITTEN PERMISSION OF THE SURVEYOR. 9-29-2022.DWG CHECKED BY: MC PROPERTY NO.: N20X175 1••_30' ® 7/ y DATE: 1012020 PROJECT NO: 20198 . SHEET NO.:1 OF 1 LAND NOW OR FORMERLY OF LINDA E. MERCURIO C, (342.95'TO JAMES CREEK-DEED) FNC. N 67026'50" E 367.98' TO JAMES CREEK-ACTUAL 1 12'N 1s 4'POST ON RAIL FENCE FNC. 6' 4'POST ON RAIL FENCE 1.4'W W x 1.5'N STOCKADE FENCE D 0.2'S d E 9 ELEC.PANEL GEN X FNC. f=NC. POOL 9.3 6.5 WETLAND/S GAS O m 6 MECHANICALS X ON CONC. O LEACHING ® DI 0.5'S 0.6'S S 17026'06" W N PAD E-2 X 4.7 METER 11.9 O O STOEPS A/C CONC. GALLEY-E 17.26' (TIE) (s0 CLEAN COVER E-1 / WETLAND 2 10.3 CONC. 10.7 OUT ___0 � 26.6' 48.2' 9.4 O S 37046'43" E 06 CONC.Pool , 11.36' (TIE) bo COVER-A7 6.0 SURROUND 0 M G O 0 0 0 G G- G-0 O'(I p 0 /. R/O _ n (�1 12.5 CONC. 3.0' 0 m BTEC• z oN Q w S 08024'07" W Y N w O LEACHING N X 4.3 a s 0 WETLAND 3 26.27' (TIE) 0 zJ- GALLEY-A � m 0 w in 2ND STY. INGROUND a, 3 w Z :F Cf) RAzll MP 2 \/ N(yJ BALCONY POOL (0 _j mO N Z a O PVG DOCK O 2 ti 4.0'X12.8' +1-36X16' rUj 0 DI LLL DI L O LL a O WETLAND 4 S 13030'47" E o W N STONE/GRAVEL A-2 L6 w +/0101X96 ® D-2 °0° Q CO r,83' TI E 10.6 DRIVEWAY CLEAN CONC. LEACHING z o_ V_ / , ( ) , 05 OUT STEPS 60 GALLEY-D �"O N , S 41059'00" E V 1Y co X O Z X 10.0 48.2' CONC. U WETLAND 5 0 n 10.3 26.6' w � S 01 45 44 E 9.64 (TIE) Z �03 7 4.9'N 20.5' N 4.9' ��G� 3 CONC. 1 COVER D P 17.99' (TIE) tum COVE COVE STEPS X 4.3 m 0) \ / w � 2 STY. °? � COVER B-1 COVER B-2 � IV N FRAME GARAGE N w O O DI ® I S 51009'03" W l W G.F.ELV=10.6' Q LEACHING cc O LEACHING C 2 p'�-a- #� 3 COVE GALLEY-C c 8,43' (TIE) Q 30.3' pl® GALLEY-B COVER C-1 B-4 8.3 5.8 / a -�u-� W W W/ comp x X Wf TLAND 6 �+ S 40025'33" E X A/C `o1x CMF 9 COVER B-3 S 12°39'29" E � 10.6 16.29' (TIE) 14.53' (TIE) CD z PIPE FND. S 66°38'30" W 297.00' TO JAMES CREEK-ACTUAL (283.32' TO JAMES CREEK-DEED) S 35029'04" W LAND NOW OR FORMERLY OF 14.70' (TIE) �, ul DALE A. STANLEY w VD co ROCHELLE PLACE NI Q V -, NOTES. ELEVATIONS REFER TO NAVD 88 SURVEY NOTES: THE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO - WATER AND GAS LINE LOCATIONS AS PER BUILDER THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND - HOUSE AND COTTAGE OFFSETS TO FOUNDATION THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, - DRAINAGE INFORMATION SHOWN AS PER BUILDER AND RETAINING WALLS, POOLS, PLANTING AREAS, BUILDINGS, BUILDING ADDITIONS FIELD LOCATIONS AND CONSTRUCTION OF ANY OTHER IMPROVEMENTS. IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, 4• FINAL SURVEY 05/31/2023 PROFESSIONAL ENGINEERING AND LAND SURVEYING, SECTION 7209, FOR 3. SANITARY ASBUILT 05/17/2023 ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY SYMBOL LEGEND: 2• GARAGE FOUNDATION LOCATION 02/06/2023 WAY. IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO 1. HOUSE FOUNDATION LOCATION 09/29/2022 THE ITEM HIS SEAL AND THE NOTATION 'ALTERED BY FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCIi ALTERATION, AND A SPECIFIC 1`10• REVISION DATE DESCRIPTION OF THE ALTERATION. -3r�- LIGHT POLE COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED ® WATER METER MAP OF PROPERTY SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. j0, HYDRANT AS DESCRIBED IN UNDERGROUND, OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT MONUMENT LIBER 12249, PAGE 979 GUARANTEED AS TO COMPLETENESS, ACCURACY, EXISTENCE, EXACT LOCATION, TYPE OR USE, ACTIVE OR INACTIVE VERIFICATION IS mwV WATER VALVE SITUATED AT MANDATORY WITH MUNICIPAL AGENCIES AND/OR PUBLIC OR PRIVATE UTILITY COMPANIES PRIOR TO CONSTRUCTION AND/OR EXCAVATION. ¢ UTILITY POLE E E MATT I T U C K GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FORGUY WIRE �� p TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK WHOM THE MAP IS PREPARED, AND ON HIS BEHALF TO THE TITLE � COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED C7 09_ pFT 'p�, S.C.T.M. DISTRICT 1000, SECTION 144.00, BLOCK 04.00, LOT 005.000 HEREON. GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL ® DROP INLET INSTITUTIONS OR SUBSEQUENT OWNERS. �` V. 1! Q SANITARY MANHOLE r ffse"- v PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE, OR SUB SURFACE zOIr CONDITIONS IF ANY, INCLUDING BUT NOT LIMITED TO WETLANDS, WATER ELECTICAL BOX NELSON + POPE COURSES, SOIL CONDITIONS, VEGETATION, TREES, PATHS, DEBRIS OR ANY J OTHER CONDITIONS OTHER THAN VISIBLE PERMANENT STRUCTURES. - W WATER LINE �0.0502�3 � COPYRIGHT © NELSON do POPE, ENGINEERS AND SURVEYORS. ALL RIGHTS _ G GAS LINE �, SAND sv� engineers • architects • surveyors RESERVED. NO PART OF THIS DRAWING MAY BE REPRODUCED BY pGbrtt PHOTOCOPYING, RECORDING OR BY ANY OTHER MEANS, OR STORED, -OHW OVERHEAD WIRES 70 Maxess Road,Melville,NY 11747. 631.427.5665• nelson o PROCESSED OR TRANSMITTED IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN PERMISSION OF THE SURVEYOR. DRAWN BY: WC CADD: 2019E Fs SCALE: 5.31-2023•DVVG CHECKED BY: GP PROPERTY NO: N20X175 DATE: JUNE.2023 PROJECT NO: 20198 SHEET NO.:10 F 1 i f� i , a a LAND NOW OR FORMERLY OF LINDA E. MERCURIO ELEC EER& SANITARY CONTROL MODULE N 67026'50" E 367.98' TO JAMES CREEK-ACTUAL TREAT.TANK FNC. 4"SDR-35*� RIM#1 EL 10.16 342.95' TO JAMES CREEL{-DEED � 1.2'N 9.91'@ 2.62/L4� R!M#2 EL 10.09 FNC. V`Z' FNC, 1 4'W OST 8 RAIL FENCE 1.5'N 6'STOCKADE FENCE o 4'POST ON RAIL FENCE 0.2•S x JXxX X x x e s INV INV INV FNC. FNC 6.98 7.17 7•43WETLAND 1 W �, ;n 0.5'S 0.6'S S 17026'06" G20 LG10 pip 1 2 COLEArN a6 a r 7.26' (TIE) 4"SDR-35{ DP INV 7.63 54.25' 2 @ .45% 8.96 / WETLAND 2 t INV G4O 1 Geo 1 2 s s 26.7' S 37'04643" E 7,20 4"SDR-35INV GA 2 7.17 716 1 N �7 In o / 11 .36' (TIE) 4"SDR-35� z STI > / cl 9.14'@ 0.44:0 - "� } 111 Rlh".#1 EL 10.12 L6 J (� NN RIM#2 EL 10.16 -0' Q Lz �- Z 21 tQ OW} / S 08024'07!' W PILING .�' LL a .- g C p ~ > WETLAND 3 X 0- w Fn - '- C'jtea s= 26.27 (TIE) J ti! 11 to cn METAL 0 `� Z U_ CO -�O ti p WOOD DOCK RAMP z N `vN m } - O o p z Cr IU WETLAND 4 o t tt STONE1GItAVEL tn cA I- 0 q / S 13 30 47 EUjUL < o DRIVEWAY L6 N U.. F ¢ 5.83' (TIE) P3LfNG A/ 1p3 CLEA 4.7 r g O rte. / 11.1 co M r S 41059'00" �„j,m E .•"q „y g9 2, co WETLAND 5 ��- B io u / S 01 °4544" E 9.64' (TIE) INV 8. 8 4'gN 2CAR N4.9' '� / 17.99' (TIE) ' , t FRAMED 1� ,� rY N GARAGE N �� TOA FND `" S 51009'03" W 3 � / \ ELEV=11.1' 06 0' o � _ w 30. M �' / 8.43' (TIE) < r w 3 ) w-111 vr/ o WETL.AND6S 40025'33" E WATER SERVICE U S 12039'29" E 14.53' (TIE) CD z PIPE FND. CONC.MON. 283.32' TO JAMES CREEK-DEED 16.29' (TIE) t 4 W 297.00' TO JAMES CREEK ACTUAL S 35°29'04" W ° 1 S 66038'30" 14.70' (TIE) O 1 LAND NOW OR FORMERLY OF DALE A. STANLEY 5�1j'FF%CM.ii 4OL!1. i i I)'rt A`y i tr' *.T TIL IS.I I P ;I"(; 'ICES (5). �'..I✓'1•:,Rrie,/r},!_ OFC�r�'1� 3 tC�_(�'; {�;`7 `t°:`' �'.:i`_+ FOR N A 'INGI.E rlkrkiii. F-Si tvCE Date: L The :.nd wJ ll r sor., z'y f '0;t:`..'� T inspected end/or cI~rtif-Ec' 1Q,, t::l; Dti0 ''n-:^t Cr i N _ ��.1.11TtJ tC3 b�' S3fi.iA.t��+r}• I'iJ�e.f-. '3',d,„I'"�.+,.' 1: �r� �`.'-;� moi':`."."�. � - . /� Cr," A (�' S rAg,f 4 [ted ? �`� i F R®C■ \ E C .f./v s\.4l f�'I_I'1� P.Ir,, L -�li •- ...... .. ., ., , - . ,.- . . LLE PLACE CFFIC' G; `,e°a`ASTE MAI"JAGEM;J T NOTES: THE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO 5. REVISED AS PER HEALTH DEPARTMENT COMMENTS 06/26/2023 THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND 4. DRIVEWAY LOCATED THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, 05/31/2023 RETAINING WALLS, POOLS, PLANTING AREAS, BUILDINGS, BUILDING ADDITIONS AND CONSTRUCTION OF ANY OTHER IMPROVEMENTS. 3. SANITARY ASBUILT 05/17/2023 IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, 2. GARAGE FOUNDATION LOCATION 02/06/2023 PROFESSIONAL ENGINEERING AND LAND SURVEYING, SECTION 7209, FOR 1. HOUSE FOUNDATION LOCATION ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED 09129/2022 PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY No. REVISION WAY. IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR DATE IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION "ALTERED BY FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC S9 SURVEY DESCRIPTION OF THE ALTERATION. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S' INKED FOR LAND SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE (DESCRIBED PROPERTY) COPY. LEGEND: SITUATED AT UNDERGROUND, OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED AS TO COMPLETENESS, ACCURACY, EXISTENCE, EXACT ATT I T U C K LOCATION, TYPE OR USE, ACTIVE OR INACTIVE. VERIFICATION IS LIGHT POLE OF ,:W TOWN OF SOUTHOLD SUFFOLK COUNTY NEW YORK MANDATORY WITH MUNICIPAL AGENCIES AND/OR PUBLIC OR PRIVATE UTILITY COMPANIES PRIOR TO CONSTRUCTION AND/OR EXCAVATION. SANITARY OFFSET MEASUREMENTS(IT) SANITARY RIM ELEV'S .`� �,► S.C.T.M. DISTRICT 1000, SECTION 144.00, BLOCK 04.00, LOT 005,000 ® WATER METER A B STRUCTURE ELEV. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR - --- - ----- co �T� j- WHOM THE MAP IS PREPARED, AND ON HIS BEHALF TO THE TITLEHYDRANT TT 55.5 74.5 LG1 10.24 COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED ST1 61 67.5 LG2 10.09 : HEREON. GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONALN E Lo"N INSTITUTIONS OR SUBSEQUENT OWNERS. 0 MONUMENT DP 71 72 LG3 10.19 1-- C� t .;✓ .!` ,: OIN ' + POPE vw LG1 81 78.5 LG4 10.00 PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE, OR SUB SURFACE LG2 91 82 j ,, `. CONDITIONS IF ANY, INCLUDING BUT NOT LIMITED TO WETLANDS, WATER x WATER VALVE -. - -----� °- "'�� e en IneerS • architects • surveyors A .' COURSES, SOIL CONDITIONS, VEGETATION, TREES, PATHS, DEBRIS OR ANY LG3 79.5 - 70.5 DRAINAGE OFFSETS fV�.0,150 �� OTHER CONDITMONS OTHER THAN VISIBLE PERMANMT STRUCTURES. 4S UTILITY POLE LG4 90.5 73 SURVEY NOTES: ' �- NY 11747 631.4275665• nelson o e com STRUCTURE A E 70 Maxess Road, Melville, P P i COPYRIGHT © NELSON & POPE, ENGINEERS AND SURVEYORS. ALL RIGHTS 9 GUY WIRE TT=TREATMENT TANK DI 47' 35' -ELEVATIONS NAVD88 LAI r�0 1/ RESERVED. NO PART OF THIS DRAWING MAY BE REPRODUCED BY DP=DISTRIBUTION POOL -WATER LOCATION AS PER BUILDER DRAWN BY: IP CADD: 20998 SAN ASBUILT SCALE: PHOTOCOPYING, RECORDING OR BY ANY OTHER MEANS, OR STORED, ST=SEPTIC TANK -SANITARY LOCATIONS AS PER BUILDER AND Fu1D LOCATIONS 5-17-2023.DWG PROCESSED OR TRANSMITTED IN OR BY ANY COMPUTER OR OTHER SYSTEM LG=LEACHING GALLEY -DRAINAGE NOT ViSIBLE/NOT LOCATED (. /z CHECKED BY: GP PROPERTY NO.: N20X175 WITHOUT THE PRIOR WRITTEN PERMISSION OF THE SURVEYOR. DATE: MAY 2023 PROJECT NO.: 20198 1"'=30' SHEET NO.: 1 OF 1 J Generated by REScheck-Web Software Compliance Certificate Project Cubells Residence Energy Code: 2018 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,141 ft2 Glazing Area 19% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 2475 Bay Avenue Thomas Blore Mattituck, NY 11952 Thomas D.Blore Architect,P.C. 60 Carleton Avenue Suite 202 Islip Terrace,NY 11752 (631)277-2022 TBlore@TDBArch.com Compliance: 12.3%Better Than Code Maximum UA: 506 Your UA: 444 Maximum SHGC: 0.40 Your SHGC: 0.27 The%Better or worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling 3: Flat Ceiling or Scissor Truss 102 30.0 0.0 0.035 0.026 4 3 Ceiling 1: Flat Ceiling or Scissor Truss 506 30.0 0.0 0.035 0.026 18 13 Ceiling 2:Cathedral Ceiling 849 30.0 0.0 0.034 0.026 29 22 2nd Floor Wall:Wood Frame, 16"D.C. 1,419 21.0 3.0 0.048 0.060 59 73 FWG60611: Glass Door(over 50%glazing) 41 0.300 0.320 12 13 SHGC: 0.26 Andersen Windows:Wood Frame 156 0.300 0.320 47 50 SHGC: 0.28 1st Floor Wall:Wood Frame, 16"D.C. 1,990 21.0 3.0 0.048 0.060 73 91 Side Door:Solid Door(under 50%glazing) 24 0.200 0.320 5 8 Front Door: Glass Door(over 50%glazing) 69 0.300 0.320 21 22 SHGC: 0.24 Rear Doors:Glass Door(over 50%glazing) 147 0.300 0.320 44 47 SHGC:0.26 Andersen Windows:Wood Frame 231 0.300 0.320 69 74 SHGC: 0.28 Project Title: Cubells Residence Report date: 11/01/21 Data filename: Page 1 bf10 Gross Area Cavity Cont. Prop. Req. Prop. R:eq. Assembly or R-Value R-Value U-Factor :U-Factor (JA UA Perimeter Floor:All-Wood Joist/Truss 1,922 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 RESch`e�ck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection heecklis . S�EREDgR a(0 a� Name-Title Date J. O 0313,\,b Q`k Op NEW.IO Project Title: Cubells Residence Report date: 11/01/21 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section,:' ; "Plans 1/erified '.Field,Nerified. ,'Pre-Inspection%Plan Review', "Complies? ,:Comments/Assumptions &!Req ,. °Value ;Value 103.1, ;Construction drawings and ❑Complies 103.2 documentation demonstrate "£ �,?_ ❑Does Not [PRI]1 ;energy code compliance for the ❑Not Observable U ;building envelope.Thermal :envelope represented on ,r ,- A, ❑Not Applicable construction documents. k'. .:;�, 103.1, ;Construction drawings and ;:r< '. ❑Complies 103.2, !documentation demonstrate ❑Does Not 403.7 {energy code compliance for (PR3]1 lighting and mechanical systems. ' "'! ;,,' []Not Observable ; Systems serving multiple ❑Not Applicable ; dwelling units must demonstrate .compliance with the IECC t:. (Commercial Provisions. 302.1, .; Heating and cooling equipment is: Heating: I Heating: ;❑Complies ; 403:.7';`,„:sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not ERR?]2,, on loads calculated per ACCA Cooling: Cooling: bNot Observable Manual J or other methods Btu/hr Btu/hr ❑Not Applicable approved by the code official. pp Additional Comments/Assumptions: 11 High Impact(Tier 1) 2- Medium Impact(Tier 2) i3_; Low Impact(Tier 3) Project Title: Cubells Residence Report date: 11/01/21 'Data filename: Page 3 of10 'Section . .. _ . Foundation.lnspectiote,. Complies?,;' Comnients7Assu'mptions & -e if _ _ q A protective covering is installed to ;❑Complies [F011]2'`''j protect exposed exterior insulation ;❑Does Not " and extends a minimum of 6 in. below ; igrade. :❑Not Observable; _• ;❑Not Applicable 403.9; ,!;Snow-and ice-melting system controls;❑Complies ; installed. ;❑Does Not i ❑Not Observable: ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) :`'2`.?'Medium Impact(Tier 2) =3'_ Low Impact(Tier 3) Project Title: Cubells Residence Report date: 11/01/21 Data filename: Page'4 of 10 •'Secti011' V' Fi •Voikh41': Plebs erified elil 'e o`mrtiments Assum t o s #� Ff•amin �/yRou' 6=ln,itis�ection - .0®nigh s. .0 /- p, :Value. &:Re cl - 402.1.1, ;Door U-factor. ; U- ; U- Complies ;See the Envelope Assembles ;❑ 402.3.4 :❑Does Not ;table for values. [FRl]1 ; ;❑Not Observable ; ❑Not Applicable 402.1.1, ;Glazing LI-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, 1 average). ;❑Does Not table for values. 402.3.3, ; ; 402.5 ; ❑Not Observable [FR2]1 ; ; ;❑Not Applicable ; 303.1.3 ;U-factors of fenestration products >. ' ""`' ' { ❑Complies ; [FR4]1 !are determined in accordance '" r°°`'` �:;.` ❑Does Not ;with the NFRC test procedure or ❑Not Observable ;taken from the default table. ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier <, . ❑Complies [FR23]1 !installed per manufacturer'ss�.: .'..�x, ❑ ! «'.• 7: Does Not instructions. Y' ' "r,.• ° : ! - = ❑Not Observable ❑Not Applicable 402.4.3 ;Fenestration that is not site built ',; ;:AXI ;: ❑Complies ; [FR20]1 !Is listed and labeled as meeting a.,', ❑Does Not AAMA/WDMA/CSA 101/1.S.2/A440 []Not Observable ;or has infiltration rates per NFRC ter ,r4' 1400 that do not exceed code �.ff ,, ` ;'',s` #' `Ate ❑Not Applicable ; limits. _ „• .,a :`.. ! 4U2:4:5 . . IC-rated recessed lighting fixtures ❑Complies Z. ;;, :,, " bar FR36 a ,s sealed at housing/interior finish . ❑Does Not ?, and labeled to indicate;:. s2.0 cfm ❑Not Observable leakage at 75 Pa. .°4: -.;H, t; i3 + ❑Not Applicable ; 403.3.1 ;Supply and return ducts in attics ` '.` ❑Complies ; [FR12]1 insulated >= R-8 where duct is 1EIDoes Not >= 3 inches in diameter and >_ R-6 where< 3 inches.Supply and :, ❑Not Observable ' !return ducts in other portions of ❑Not Applicable j !the building insulated >= R-6 for `.•` r- diameter>= 3 inches and R-4.2 for< 3 inches in diameter. F` 403.3.2 ;Ducts,air handlers and filter ❑Complies ; [FR13]1 !boxes are sealed with ❑Does Not 'joints/seams compliant with International Mechanical Code or `:' ...j❑Not Observable International Residential Code,as ❑Not Applicable ; !applicable. _ 403.3.5','x;Building cavities are not used as ~., ! ,,;`' f+ y, ❑Complies [FR15]3' ducts or plenums. ❑Does Not .,• q . <: ❑Not Observable ; ' ❑Not Applicable ; "3:4;•`:; HVAC piping conveying fluids R- R- ;❑Complies [FR1712 .�above 105 QF or chilled fluids :❑Does Not 3elow 55 QF are insulated to zR- ; ;❑Not Observable ;❑Not Applicable 403.4.1/ ;Protection of insulation on HVAC `. ;" <' ❑Complies [FR2411 piping. '''" ,,k.' ,x}' s' ❑Does Not []Not Observable ❑Not Applicable 403.5.3- �Hot water pipes are insulated to ; R- R- ' ;❑Complies [FR18]2? zR-3. ;❑Does Not ;❑Not Observable ;❑Not Applicable 1 High Impact(Tier 1) 2;,Medium Impact(Tier 2) 3` Low Impact(Tier 3) Project Title: Cubells Residence Report date: 11/01/21 Data filename: Page 5'of10 seGtlOn Jifi 'd`- 'Ve'if�e` 'Field`Ver. e Plans. r d" H Co yments Assum' tions #. Frainiri / R®.0 Ih-ln lns eetion .Gom'I es.' m / 9•. 9 P- 'Value''::<;,Y:; :_:'` Value' P ., „I: p (''bc Re' Q 4.0.6 ,,Automatic or gravity dampers are ;` '` =; ❑Complies [FR19]Z' installed on all outdoor air Y.F; ❑Does Not ke intas and exhausts. �' • '4."':.;.' ' ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: I I High Impact(Tier 1) ?3."Medium Impact(Tier 2) °3,=% Low Impact(Tier 3) Project Title: Cubells Residence Report date: 11/01/21 Data filename: Page 6 of10 Olains Ve4ile" Y1611d Verified;t; .An9dIation,Insp action -fies?z"; CiDenjr�diit§/As`s' rniupkio ni's`s -&'R 10 Value. ,`Valuez' ', 3011 All installed insulation is labeled ElComplies `:1 or the installed R-values ]2' E]Does Not ;[IN13 provided. -]Not Observable able E]Not Applicable 402.1.1, See the Envelope Assemblies ,Floor insulation R-value. 11- R- :LJComplie :table for values. 402.2.6 QDoes Not E] Wood Wood [IN1]1 E] Steel E] Steel 1UNot Observable AD, ;[]Not Applicable 303.2, ;,Floor insulation installed per ElComplies 402.2.8 !manufacturer's instructions and DDoes Not [IN2]1 :in substantial contact with the underside of the subfloor,or floor E]Not Observable ;framing cavity insulation is inE]Not Applicable ;contact with the to side of :sheathing, or continuous insulation is installed on the !underside of floor framing and extends from the bottom to the ;top of all perimeter floor framing i members. 402.1.1, ;Wall insulation R-value.If this is a 11- R- ;E]Complies See the Envelope Assemblies 402.2.5, 1 mass wall with at least 11/2 of thetable for values. El Wood Wood :E]Does Not 402.2.6 ;wall insulation on the wall E-] Mass ❑ mass bNot Observable [IN3]1 ;exterior,the exterior insulation E] Steel E] Steel E]Not Applicable requirement applies(FR10). 303.2 !Wall insulation Is installed per ElComplies [IN4]1 manufacturer's instructions. Does Not ONot Observable PNot Applicable Additional Comments/Assumptions: I I High Impact(Tier 1) 2r medium Impact(Tier 2) =3< Low impact(Tier 3) _J Project Title: Cubells Residence Report date: 11/01/21 Data filename: Page 7 of10 Section'' Plans Verified. :Field Verified :. #•.' . Firial..Inspectiooi Provisions, Complies?:, Comments/Assumptlons. & Re ID. •yalue i/alue t1• - 402.1.1, ;Ceiling insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel L❑Not Observable [ill' ;❑Not Applicable ; ; ; 303.1.1.1„Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [FI2]1 :Blown insulation marked every = '•s ❑Not Observable 300 ft2. ❑Not Applicable 40i.2!3'_` 1 Vented attics with air permeable v f❑Complies [FI22) insulation include baffle adjacent '1❑Does Not to soffit and eave vents that extends over insulation. ;❑Not Observable ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies (FI3]1 !insulation>_R-value of the :❑Does Not 'adjacent assembly. ;❑Not Observable ;❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 , ACH 50 = ; ACH 50= ;❑Complies [FI17]1 ach in Climate Zones 1-2,and ❑Does Not <=3 ach in Climate Zones 3-8. ; ❑Not Observable ' ;❑Not Applicable 403.3.3 ;Ducts are pressure tested to ; cfm/100 cfm/100 ;❑Complies ; [FI27]1 determine air leakage with ft2 ft2 ;❑Does Not either: Rough-in test:Total ;leakage measured with a ❑Not Observable pressure differential of 0.1 inch ; ;❑Not Applicable ;w.g. across the system including ; .the manufacturer's air handler ; !enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g.across the entire system ; ;including the manufacturer's air handler enclosure. 403.3.4 ;Duct tightness test result of<=4 cfm/100 cfm/100 ;❑Complies [FI4]1 ;cfm/100 ft2 across the system or ; ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air ; ;❑Not Observable handler @ 25 Pa. For rough-in ; :tests,verification may need to :❑Not Applicable ;occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated ❑Complies [FI24]1 !by manufacturer at<=2%of ;❑Does Not ; ;design airflow. ; ❑Not Observable 4❑Not Applicable %ij Programmable thermostats ' ' ; 10Complies ; [FI9]2 installed for control of primary f❑Does Not ; J heating and cooling systems and [:]Not Observable ; y , initially set by manufacturer to •`s_ilr';'' ;❑Not Applicable _ code specifications. _ 403:1.2 Heat pump thermostat installed ;❑Complies [FI10]21:' .i on heat pumps. ❑Does Not ;1 t' ❑Not Observable -,❑Not Applicable 403:5.1t. ;Circulating service hot water - - t"' s` ❑Complies ,[Fill]., l systems have automatic or = -,.N-'- ,_- --y ., ,'.+ ❑Does Not accessible manual controls. ❑Not Observableif ' ❑Not Applicable 1 High Impact(Tier 1) °.2•:'Medium Impact(Tier 2) -3_. Low Impact(Tier 3) Project Title: Cubells Residence Report date: 11/01/21 Data filename: Page 8 of 10 . ' ` . Tp ies. P Ions 403.16'1,�;_,'All mechanical ventilation system z;e. es Eboes Not [F125F�-�.J fans not part of tested and listed VAC equipment meet efficacy IA E]Not Observable -,and air flow limits per Table 0Not Applicable 4612 Hot water boilers supplying heat ElComplies through one-or two-pipe heating 0Does Not systems have outdoor setback ONot Observable ',I control to lower boiler water temperature based on outdoor able 40.5'.1.1'j'!Heated water circulation systems Jocomplies E]Does Not system return pipe is a dedicated []Not Observable return pipe or a cold water su I pipe.Gravity and thermos- syphon circulation systems are inot present.Controls for I ting hot water system pumps start the pump with signal -'for hot water demand within the A':- occupancy.Controls automatically turnoff the pump when water is in circulation loop ...... ure and is at set-point temperat no demand for hot water e ,�P3�.iYi�Electric heat trace systems OComplies comply with IEEE 515.1 or UL 515.Controls automatically 0Not Observable adjust the energy input to the []Not Applic heat tracing to maintain the able desired water temperature in the 401_5-.2'1'_:'1 Demand recirculation water ElComplies [F130]2.';..-! systems have controls that ODoes Not manage operation of the pump and limit the temperature of the E]Not Observable E]Not Applicable .4 water entering the cold water piping to<= 104QF. -4dj-'514"-1J-Drain water heat recovery units f OComplies .F11 '�'tested in accordance with CSA E]Does Not B55.1.Potable water pressure loss of drain water heat E]Not Observable recovery units< 3 psi for �'individual units connected to one or two showers.Potable water- side pressure loss of drain water heat recovery units <2 psi for individual units connected to ore showers. three or m OComplies 404.1 90%or more of permanent IF1611 :fixtures have high efficacy lamps. []Does Not ",,_,JE]Not Observable '�[]Not Applicable Fuel gas lighting systems have .i2 J,..jno continuous pilot light. 11]Does Not EiNot Observable licable Not App 401.3, Compliance certificate posted. E]Does Not ONot Observable I High Impact(Tier i) medium Impact(Tier 2) Low Impact(Tier 3) Project Title: Cube|b Residence Report date: 11/01/31 Data filename: � Page gmf1O '' Veelfied•:— Final,lns6eitioh,.Proifjp` Cwnpliegi 1;':Ci�3-�nnients/Asitiiiii3tions- -�Scictibfi? - V I ''-Reqr. .303" Manufacturer manuals forElComplies E] [FI-18: mechanical and water heating Does Not systems have been provided. EINot Observable -]Not A pplicable Additional Comments/Assumptions: 3. 1 High Impact(Tier 1) i2 Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: Cubells Residence Report date: 11/01/21 Dat6 filename: Page 10 of 10 2018 IECC Energy Efficiency Certificate Above-Grade Wall 24.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): DooeRatingSHGC Window 0.30 0.28 Door 0.30 0.26 Cooling - ht Efficiency Heating System: Cooling System: Water Heater: Name: Date: Comments v NFO . L O CATION MA P NOMDRAWING I ��E ' �� SITE I THESE CONST. DOG S COMPLY WITH V 0 y • 2020 RESIDENTIAL CODE OF NEW YORK STATE Q _ 00 • 2020 ENERGY CONSERVATION GODS OF NEW YORK 5TATE z M • DESIGN REFERENGED STANDARD 2015 WFCM M O - PRE50RIPTIVE DE516514 SITE INFORMATION 2 • ZONING GORE OF THE TOWN OF SOUTHOLD T-1 TITLE SHEET REQ'D PROV'D NFPA 70 STANDARD �Sj� C) N-1 CODE TABLES & NAILING 'SCHEDULE o F.Y. SETBACK 50.0' qa.l' a ria '25" N 1 R.Y. SETBACK 50.0' 195.8' � OZ. ` S.Y. SETBACK 15.0 15.0 'luck ui a p ' N-2 STRAPPING & MISC. DETAIL a Mattituck A�'l. New Suffolk Ave _ [� w , z TOTAL SIDES 35.0' 53.1' o J o WW LL ) 5: L v vi Wt=- MAX HEIGHT 35.00' 32.2'7' �a (D wW Z � ° � � 6e (D N-3 GENERAL NOTES a — � � ° Z = � o � LOT SIZE 40,000 S.F. 43,43 f S.F. ld�""d 0 s '�^ W 0 ow W ° w w w W $as a LOT SIZE W/0UT WATER - 35,x49 S.F. �, °'rt Cubes Residence x atK'`1Ye — ° a W ° d 8 B a Z ~ EXIST. IST FLOOR (DEMO) - ((1,632 S.F�) �� .� 2475 Bay A�e p A-1 FOUNDATION PLAN & DETAILS z_ IL W o z N p W d m MattW&,NY 11952 V D W J W Z O O EXIST. GOTTAC7E - 381 S.F. Ofo a� � � � o w ' o � m � a GOTTAce ADDITION - z WO ~ 0 S.F.37b5.F. � �, �.o A-2 FIRST FLOOR PLAN � aZaQZ ° � = = � C.OTTAC7E DECK, - 130 S.F. �c;rer NNQ � LLaWu- a � XWO OZIQ TOTAL GOTTA&E - (MCI 5.F)) rt:e T , a `.°"�iso. 4A-3 SECOND FLOOR ° NEW 1ST FLOOR - 1,921 S.F. Laurel Lake Par PLAN & SANITARY RISER DIA. Albo p� NEW 2ND FLOOR - ((1,220 S.F)) 25 e . y Laurel A-4 ROOF PLAN & DETAILS N ° NEW COV. PORCH - 290 S.F. .. y� cV Ln , Ld >— E NEW REAR 5T00Ps - 60 S.F. �� " PAVER PATIO - ((2,216 S.F)) 1.00MI �-5 BUILDING SECTION & DETAIL ci uj Z c5i cO 2 POOL - 656 S.F. �` Q ui I m A-6/7 ELEVATIONS & LEGEND o M M SIDE STOOP - 13 S.F. oo Q Z AG DECK - 28 S.F. ��^ w W m co d POOL EQUIP. PATIO - ((60 S.F)) �^ A-8/9 AIR SEALING DETAILS J � ati TOTAL LIVING SPACE - ((3p13 S.F)) V J m TOTAL 17,1x0 S.F. 3,857 S.F. toL W LOT GOVERAOIE 20.00 % 10.15 % PLOT P06 J a: A U ' APPROVED AS(DOTED ~" WO/F OCCUPANCY OR DATE: B.P.# 9o3 O U 1 r ,1 L A E. MERCURIO USE IS UNLAWFUL FE5'-Lo BY: BUILDING DEPARTMENT ATlpITHOUT CERTIFICATE 765-1802 8 A TO 4 PM FOR THE / OF OCCUI'ANC'Y FOLLOWING INSPECTIONS: / 1. FOUNDATION - TWO REQUIRED FOR POURED C, RETE 1 2. ROUGH -,FrA M I :FL1i�ABING 3. INSULATION-,. 3 I 4. FINAL-{" ; NW01 G10 UST Ni°2 'SC "E x—x—x—x—xx—x—xx—x-x x NEw G DECK xx—x—x— _ _ 37 .13' COfViPLY WITH ALL CODES OSE 1 T -- -- -- -- -- - -- -- -_ - -- -- �_�.__�_�_ =.x.— x-,�� - -x--7r"�.,�--s-- ---�—s� _ NEWYOR!C i� : i� �. w - «�-- ---�---- S�`ATE & TOWN C :.; � a MEET THE _ EX15T. I STY. RESIDENCE TO BE _ _— LINE OF AS REOUi E�Ai�fb GONDITIO Q �- "�Er ` '� NEW DEMOLI5HED IN IT5 ENTIRETY _ _ �-- - - HIGH WATER AT � } S�DEtOF NSiBLE FOR A50NRY PATIO - -- CO SOUTHOLD TO1VN ZBA DESIGN OR CONSTRUCTION ERRORS. W 1 FOR POOL EQUI PME� SOUTHOLD TOVI?V PLANNING BOARD 4.0 / SOUTHOLD TOWN TRUSTEES � 009 0©d 0 1 BLUESTONE DRIVEWAY 5.01 �! DO FIOT F�iOCEED WITH N.Y.S.DEC R a� W w 1 N / _ 5FWARD EDGE FRA!'.!iNG UNTIL SURVEY V TT 16.0, of SALT MEADOW III I OF FOUNDATION LOCATION Z "T -11ll - FLOATING HAS BEEN APPROVED. W - x m SPA QiE�- �f / WOOD DECK w , - / TRUSS PLACARDING REQUIRED �- D z = i a.o X-0 }- I ust pr© 1de h�anuals z < z w 1 XIST. LAMP POST " ry I -GROUND o W ' FIXED WO D DE ' N 6'Ot GK / � � W POOL ° PLUIV 16 ,,,IC O, and S es per " 8.0' ALL PLU,,%M!`•,G `v!/, - �� Ener �63�0 lu < V 1 Ca 1 Q GL L-IF0. o EXIST. GONG. GOV. JAMAS CREEK NEW 2ND Mower door --ld ductw ° STY' B CONY- U� PLUMBER CERTIFICATION vr�, C, NEW PAVER PATIO i�° ON LEAD CONTENT BEFORE required. U ON GRADE 1 I CERTIFICATE OF OCCUPANCY a 1 m ` o RETAINING WALL BY OTHERS TO N SOLDER USED IN WATER 0 1 ° Cd _1 BE INTALLED ® PERIMETER OF 9 SNOT EXIST. ATER ETER 34.4' GOTTAGE DECK cu PER PPAVELOT POA TH N PROVIDED BY5 1 m EXCEED 2/10T OF 1% LEAD'D. � •� g z 1 , 34.4 L LA ,��ll exterior lighting 5T. COTTAGE - NELSON 4 POPE DATED 8/16/21 1 Installed,replaced or = t' 1 repaired shall conform m s ZONE X-AREA ADD ON TO COTTAGE ZONE X-0.29� OF MINIMAL TO BE LED UNDER SEPARATE ANNUAL GRANGE ZONE AE-EL 6 � �� '� ""'""' to Chapter 172 p a 1 FLOOD HAZARD APPLICAT N O 1 FLOOD HAZARD Cp of the Town Code o _ l (759 S.F. TO ) __-_______-__ ------ ------- - ------ '- Date Revision/Issue -- 346.36' RETAIN STORNI WATER RUiJOFF 9/16/21 ISSUED FOR PERMIT 66°38'30"W PURSUANT TO CHAPTER 236 �' I �� n E,;' 2/2&/22 REV I A5 PER T05 XIST. GONG MONUMENT / OF THE TOWN CODE, � � [N 4/8/22 REV 2 A5 PER T05 EXIST. END. PIPE � \ 4/25/22 REV 3 A5 PER OWNER � xx Drawn By: ter... Toltvrv' ` PLOT PLAN INFORMATION N TAKEN FROM SURVEY BY, i NATHAN TAFT GORWIM III '4� WO/F � DATED, JULY 8, 2020 �� DALE A. STANLEY {p Project# ZONE, "R-40" RE5IDENGE d 5CTM#: 1000-144-04-005 {006O `moo �0 Scale � AS NOTED Date a s - - - - - - - - - - - - PLOT FLAN a/1,420 ROCHELLE PLACE Sheet# 50ALE: 1"=20' 0 D 0 ,x 0 N O s J i 3 GENERAL NOTES TABLE R602.30) FASTENING SCHEDULE ��F-GR ado 1.) THE MEGHANI GAL 5Y5TEM SHALL BE I N5TALLED ITEM DESCRIPTION OF BUILDING ELEMENTS NJMBER AND TYPEOF SPACING AND LOCATION FASTENER` IN AGGORDANGE WITH CHAPTERS 12-24 OF THE 2020 RGNYS. (7" 10 �v a 8d Dox 2'7"x 0.113 ata Z I M z 8lockrng between Ceiling joists or rapers to 8d common(2't,x 13.131'y, 4 3 1 top plate or3 lad box(3"x Too nag O 0 128");or3 3"x°.131'nail; 2.) THE PLUMBING SYSTEM SHALL BE INSTALLED +9d Dox n(x`x 0.1131;ora 8d common(2'/,".1131;1 i �C �0 1 \ W 1 TH CHAPTERS 25-33 OF THE 2 Ceiling joists to top plate ora 194 Dox(3"x N ACCORDANCE Per joist,toe nag c� G 0128"};0x33"x0131"nags 2020 RGNYS. 4 lad box(3"x 0.128');or t Ceiling joie not attached b parallel rafter, 3 lapsovor pangions(sea 3 16d common(3'1a'x Face nag =' Sections P�.}�31 Rra�3 2and 0.162");or Q ti Table P.y]2 5 1 9. 3.) ELECTRICAL EQUIPMENT AND WIRING SHALL BE a 3" 9131"nails W w 0 Coiling joist attached to parahal rafter(hesel O F- V Q ]-. O W W INSTALLED IN AGGORDANGE WITH GHAPTERSjoint) I—. LL a F"' w o t� a Sections Ryil`3+and P90.1 3 2'and Table P93.5 1l9r Face nag Q C� > LL () J S = Table F�:l_-1"_] f1] O W O W W Iw Q I.- 34- 43 OF THE 2020 RGNYS. L Z N o �- a.iaLL = >- m0 _< EiO d box(3"x 9.129"};or W U O W a FE W Z 0 Z ~ Collar to to rafter,face nailor 1'!:x 20 ga. 3 194 common(3"x 9.148'}; W W Z O Q W LU W ~ N LU 4.) ALL GLAZING 15 TO COMPLY WITH SECT I ON 8308. 5 r dge strap t6 rahar or Fare nag each rafter UJ 43'x 0 131"nails O W W WOO. W = Z 3 16d box nags(3'/,"> O a a p z N O 0 m 0 U TABLE R301 .2. 1 .2 WOOD STRUCTURAL PANELS W I TH A TH I CKNE55 OF 5.) IN AGGORDANGE WITH SECTIONS 83033 AND 8303.8 O iLs(3 or3 198 common Of4 la Z � w J W I- O w U < 6 Raper or roof truss t6 plata naps');x 0 1487;oro rod 2 too nails on ono sire and 1 toe merlon V D W m S r) Z 0 I_ Z Q WIND-BORNE DEBRIS PROTECTION FASTENING NOT LE55 THAN �i(b INGH (ll MM) AND A SPAN OF ' oox(3ftails "r°x43"x °pposgesde6teachrahero"uss (y I- I- w W O m w ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE 9131"nags 0 V - m 0 z p I- _ 0 SCHEDULE FOR WOOD STRUCTURAL PANELS NOT MORE THAN 8 FEET (2438 MM) SHALL BE 4,6common( 12w"013. U) IL Z Q Q W M W W PROP I DED WITH A MEANS TO I LLUM I NATE THE STAIRS tOd common(3'l,"x fl 148); cit W 0 (y1 LL abs d PERMITTED FOR OPENING PROTEGTI ON. PANELS ' 314 194 box(3"x°,297; Toe nail = cit Q O Z m -1 O D. FASTENER SPACING(INCHES)")' INGLUDING LANDINGS AND TREADS. 7 Roofraherstoridge.vallayorhiprattetsoi 0x43",0131"mals = — = — = J roof rafter to minimum 2' 3 16d box 3'/,"x 0 135"); F- I- H Q SHALL BE PRECUT AND ATTAGHED TO THE or2 s6d common(3V,`x End nailrklge beam FASTENER TYPE PANEL SPAN 4 FEET 6 FEET 9162'g ora lad box(3` <4 FEET <PANEL SPAN <PANEL SPAN FRAMING SURROUND I N6 THE OPENING GONTA I N I NG 6.) IN AGGORDANGE WITH SECTION 880-1.I BU I LD I NGS WITH 9.128'7,ora 3'x 0 131"nags <6 FEET <8 FEET THE PRODUCT WITH THE GLAZED OPENING. PANELS wall N COMBUSTIBLE GE I L I NG OR ROOF GONSTRUGTI ON SHALL 16d common(37,">0.162") 24.0 C.face nail N C4 8 WOOD SGRE W SHALL BE PREDRILLED AS REQU I RED FOR THE 8 Stud to stud(not at braced wag panels) 19d box(3"x 9.1287;ora"x 16"o c.taco malt ti BASED ANGHO : ANCHORAGE METHOD AND SHALL BE SECURED HAVE AN ATTIC ACCESS OPENING TO ATTI G AREAS THAT 9.131"nails ui I TH 2" 16 10 8 ng 12'o c face nail HAVE A VERTICAL HEIGHT OF 30 I NGHES (762 MM) OR Stud to stud and abutting studs at t£d Dox(rails 0 135");6x3" CO CV M C1 EMBEDMENT WITH THE ATTACHMENT HARDWARE PROVIDED. 9 panels)' wagoorners (at Draped wag x d common 131'nails } s GREATER OVER AN AREA OF NOT LE55 THAN 30 SQUARE panels} 164 common(311,•x 9 162'} 16•o c face nail ul z N C? 116- LENOTH ATTACHMENTS SHALL BE DESIGNED TO RESIST Built up hoadet(2-to 2-header with'!,' 16d common(3'/,"x 0 162) 16"o.c.each edge face nag > LLj r- ti Q THE COMPONENT AND GLADD I NG LOADS FEET (2.8 M2). THE ROUGH—FRAMED OP=N I NG SHALL NOT '° pace[) 16d bay(3'1," 0.135") 12"a.c.each edge face nag Q V CV C4 10 WOOD SGRf.W p ;:- BASED ANCHOR BE LE55 THAN 22"X30" AND SHALL BE LOCATED INA 5.94 Dax(2',a" 91137;bra. 0 Q � @ DETERMINED I N AGGORDANGE WITH EITHER TABLE ii Continuous header to stud 8d common(2'7,"x 0 tally. Toe nail O Ch M I TH 2" I6 12 or+.10d Day(3'x 91281 1 MBEDMENT R301.2(2) OR ASGE 7, WITH THE PERMANENT HALLWAY OR OTHER LOCATION WITH READY AGGESS. 9.162 w Ld a `o i6dcommon(3'l,'x ") 16'6.c.facenail J I" 12 Top Plato to top Plato 19d box(3'x 0 1281;ora"x IL i a ENGTH 12"o c.1a°s nail Q J ku LAG SGREw GOR8051 ON—RESISTANT ATTACHMENT HARDWARE 7.) IN ALL WALL, FLOOR AND ROOF/GE I L I NG 0 13,•nags V PROVIDED AND ANCHORS PERMANENTLY 8164 mammon[3'/,•x Cn _ ASED ANCHOR °.162'7,or1216d box(3'12 ASSEMBLIES I N THE BUILDING THERMAL ENVELOPE Double tap plate spay for SDCn A O2' °135'g 0x12 10d Dox(3'x NNOTH EMBEDMENT 16 I6 I6 INSTALLED ON THE BUILDING. ATTACHMENT I N sansmG braced wag l nit spacing<25' on of SHALL COMPLY WITH THE VAPOR RETARDER 13 9 128"g ar123"x°.131" F4'IaP$l hoo lon stl a,,hsd pmt(minimumnails 24"lapspk°epngthoachsideofandjoint} ACCORDANCE WITH TABLE 8301.2.1.2 15 and ble topPlatcodwall Ilnespacingx,D 1216d(3'/=x 0.,35') Double top plate splr>a SDCs De.D,.or Oa; PERMITTED FOR BU I LD I NGS WITH A MEAN ROOF REQUIREMENTS OF SECTION 8702.7. toil common(37,'x fl 162") 15"6 c.faro nail FOR 51: 1 INGH=25.4mm,I FOOT=504.9,rnm,I POUNT=4.448N,I MILE PER HOUR=0.44'Im/S 14 Bottom Plato to at gist.d ll joist. end joist of ifid box(3'l:"x 9 135");or3" • a.THIS TABLE IS BASED ON 190 MPH ULTIMATE DESIGN WIND SPEEDS Vult ANDA 45-POOR HEIGHT OF 45 FEET (13 728 MM) OR LE55 WHERE 8•) WALL AND GE I L I NG FINISHES SHALL HAVE A FLAME x 0 131"nails 12"o C.face nail ® U MEAN ROOF HEIGHT THE ULTIMATE DE51 GN WIND SPEED \/ULT I5 180 ( } b.FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS POF THE WOOD STRl1GTURAL PANEL. 3 166 box 3v,•x°.135"; • 15 Bottom plate to'un,rim ist,band'joist of or2 toil common 3! 3 each ifi"o c.face nail`each 16'0 c feta FASTENERS SHALL BE LOCATED NOT LESS THAN I INCH FROM THE EDGE OF THE PANEL. MPH (2�IO KPH) OR LESS. ' SPREAD CLASSI F I GATI ON OF NOT GREATER THAN blocking(at braced wall panel) 0 162•);oro 3'x 0 131°nags nark oath,6"o c face nail C.ANCHORS SHALL PENETRATE ESS THAN THE EXTERIOR WALL COVERING WITH. 200 AND A SMOKE—DEVELOPED INDEX OF NOTIm EMBEDMENT LENGTH OF NOT LESS THAN 2 INCHES INTO THE BUILDING FRAME. a.8d biz(2v,"x 0 1,37;gra •` FASTENERS SHALL BE LOCATED NOT LESS THAN 212 INCHES FROM THE EDGE OF 16d box(Tft"x 9.135");or4. d.PANELS A ATTACHED O MANSONER OR MASONRY/STi1000 SHALL 13E ATTAGi IIN6 U51N6 TABLE R301 .7 GREATER THAN 450 I N AGGORDANGE WITH SECTION ON 8d common(2',;x 9.131"y Too nail • ♦♦ 014,9d bax(3•x 9.128"?; A U VIBRATION-REANGHOR5 HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT 8302 A. 16 Top or bottom plate to stud or43"x 9 13,•na,t; LE55 THAN 1500 POjND5. ALLOWABLE DEFLECTION OF 316dbox(3'1,'x13 135'); ar216d common STRUCTURAL MEMBERS 9 162");or3 19d Dox(3•x b� End nail q") INSULATION MATERIALS SHALL EXHIBIT A FLAME °128");or33"x°.131"nags 3 tad Dox(3'x 0 128");or2. STRUCTURAL MEMBER ALLOWABLE SPREAD INDEX NOT TO EXCEED 25 AND A SMOKE— 17 Topplatas.lapsatoornersand'ntorsenbns 10Xn(3'!,-x0162"); Face nag °x33">,x 0°131'nails DEFLECTION 3 8d Dox(2'l:'x°.1137 W. o DEVELOPED INDEX NOT TO EXCEED 450 WHERE 9d common(2'/;x 0 131'); jrhiliirrra �0y 18 1'braos to each stud and Plato or2 19d box(3"x 0.1281;or2 Face nag TABLE R30 1 .5 RAFTERS HAVING SLOPES GREATER THAN TESTED IN AGGORDANGE WITH ASTM E54 OR UL staples 1%, 3:12 WITH FINISHED CEILING NOT L/loo723 IN AGGORDANGE WITH SECTION R302.10. 39dboy(2'/,•x9i131;6r2. o2oiMtViMUM UNIFORMLY ATTACHED TO RAFTERS ad (3 ° 8, boy 'k 0 21;or2 Face nag DISTUBUTED LIVE LOADS INTERIOR WALLS AND PARTITIONS H/180 staples,1'sown,toga, 10.) INTERIOR WALL GOVERI NG SHALL BE i NSTALLED I N i3 Ed ll a long (IN POUNDS PER SQUARE FOOT) 9dcommon(2'/,'Oxi13131)3 FLOORS 1_/360 ACCORDANCE WITH SECTION 8702 AND EXTERIOR 613 lad box(3"x 0A281:013 staplas,1"crown,16 ga. USE LIVE LOAD WALL GOVERIN6 SHALL BE INSTALLED IN ACCORDANCE lalalong • z UNINHABITABLE ATTIGSb 10 GEILINGS WITH BRITTLE FINISHES 1_/360 20 rx8"and wider sheathing to each boating Woof thani'x8"4 Ad box Face nail Ed WITHOUT STORAGE (I NGLUDI NG PLASTER AND STUGGO WITH SEGTI ON R703. (2'/a"x 9.113']0x 131 common(211,"x 9 131");or3 lad Dox(3"x 0 1281;ora UNINHABITABLE ATTICS WITHb-9 20 GEILINGS WITH FLEXIBLE FINISHES 1tapb�1"crown,16 ga., 0 LIMITED STORAGE (INGLUDING GYPSUM BOARD) 1_/240 I i.) ASPHALT SHINGLES SHALL BE INSTALLED IN Floor NAGGORDANGE WITH SECTION RC105.2. 4 E Dox(2'/,'x 0 1131;ata. HABITABLE ATTIGS AND ATTIGS 30 Edonmmon(2'/,`x0.131' N SERVED WITH FIXED STAIRS ALL OTHER STRUCTURAL MEMBERS L/240 2, Joist to sill.top plaeorg der ); Too nail ora 194 box(3"x 0 1281; or33"x 0.131*nails BALGONIES (EXTERIOR) AND DECKS[ 40 EXTERIOR WALLS - WIND LOADEq WITH 12) IN AGGORDANCE WITH SECTION R31CI, APPROVED Edbox(2'1,'x0113') 4'a.ctoo nall H/36 22 0 Rim joist,band pistor blocking to sillor top 8d common(2'/,'x 0 131•); O FIRE ESCAPES 40 PLASTER OR STUGGO FINISH NUMBERS OR ADDRESSES SHALL BE PROV I DED FOR plate(toot applications also) of1Od box(3'x 0 128');or3" 6•o c too nag lu lu I� ALL NEN BUILDINGS IN SUCH A POSITION AS TO BE x9,3f`nags d h q Ed38dbox(2/21 (2 x 9.1,31;or2 IL GUARDS AND HANDRAILS 200 EXTERIOR WALLS - WIND LOADS WITH H/240 PLAINLY VISIBLE AND LEGIBLE FROM THE STREET 23 1'>i lass to each joist 013cladbox(3!x`0 28yoi2 Face nail u jZ GUARD IN-FILL GOMPONENTS f 50h OTHER BRITTLE FINISHES 'tapasl9"crown,16 ga.. tuV �L PASSENGER VEHICLE GARAGES 50a OR ROAD FRONTING THE PROPERTY. EXTERIOR WALLS - WIND LOADS WITH I I/120 3,6d Da Flo l,"x 9 135"); (n W in ROOMS OTHER: THAN SLEEPI NO ROOMS 40 FLEXIBLE FINISHES 13.) 5TA I RWAY5 SHALL BE INSTALLED I N AGGORDANCE 2+ 2"arbfVo6r to jo[st of girder 0.16 6d common(3'1,"x Ehnd and tate nail w = WITH 5ECTI ON 8311.7 AND HANDRAILS SHALL BE o(2 Ifd x common x 0.,35); -z � SLEEPING ROOMS 30 LINTELS SUPPORTING MASONRY VENEER 25 2•planks(plankaDeam_taor9roof) or216doommon(3'l,"x At eachDaaring,faeenaif �_ J STAIRS 40` WALLS[ 1_/boo PROVIDED IN ACCORDANCE WITH 5EGTION 8311.7.8. 0tfidc rV/�' 3162common((3" i*i Z X FOR SUBNOTE5 REFER TO THE 2020 RGNYS FOR 5UBNOTE5 REFER TO THE 2020 RGNYS 014.3'4 4 Dox(3"x z w `l 26 Band or rim joist to joist 0,128'),or4 X x 0 131"nails; End nail m43"x 14 ga staples,oils' �j crown TABLER301 .20) 20dcommon(4'x0192"gar Nail each layer as follows-32"o.c.attop and M CLIMATIC AND GEOGRAPHIC DESIGN CRITERIAbottom and staggered. Built up gliders and teams.2 inch lumber 19d Dox j3"x 0 128);or3"x 24"0 c.face nail at top and bottomstaggorod ,V1 11 27 layers 0.131"na,is 6noppasnasides GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE AIR MEAN 0.192 r. ,,`mmon[a"x m W d Olt''( - SPECIAL D- FLOOD 9.192'gor319d Dox(3•x FaoanagatendsandateachspGce IJ.J w SNOWd SPEED DESIGN a FROST LINE c DESIGN BARRIER HAZARDS FREEZING ANNUAL 0.128");or3 3"x 0 131'nags M N 1 LOAD RAIPHIC WIND DEBRIS CATEGORY WEATHERING b TERMITE TEMP REQUIRED INDEX TEMPS 4i6dbox(3/,•x9135"); Y.1 (MPH) EFFECTS. REGION[ , ON M DEPTH 29 lodger snpsupportmg jotsts6l rahors or3,6d common(3'l,"x At each joist or rafter,face nag IV- 0 V 0.162");ora,Od box(3'x I MILE GALL 0:129',;or4.3'x913,'nags 113 FROM BOF 3 FT. MODERATE SEE PLANS 29 Bridging to joist 2-10d(3'x°.128') Each end.too nag 0 U a 20 sf 130 VULT NO NO B SEVERE YES 59a 51 V REM DESCRIPTIONOF BUILDING ELEMENTS FASTENEFr Fdgos{Inchesl` krtormoAlatosupporte Q COAST BFG TO HEAVY BELOW XAMINER f�UMBERANDTYPEOF AND FI OFFICE 'finches) MANUAL J DESIGN CRITERIA Wood structural panel s,subtlocr,roofand Interior wall sheathing toframingatdah particleboardwalloathlrgto framing(soeTablerA, 3i3l for wood structural panel a,rioriorwa/lsheathlgtowall framing] Q INDOOR DESIGN HEATING fidoomman(2'x0.113')nail E WINTER SUMMER ALTITUDE 30 '/a'-'/," [suDflooi.wah)!Sdcommon 6 12, N ELEVATION LATITUDE DESIGN TEMPERATURE TEMPERATURE [21 I,'A 0.131`)nail(roof) Z HEATING COOLING CORRECTION FACTOR TEMP COOLING DIFFERENCE 31 8d common nag(211,'N 6 121 0N 15 0F 86 0 0 0F 55 0 otOd common(3"x 0 14.9) 3 108 FT 41 F I.00 70 F 75 F o a COOLING WIND WIND OiNCIDENT WINTER SUMMER 32 t'r_1v; naA;or8d(21la x°.131') 6 12 TEMPERATURE VELOCI VELOCITY DAILY RANGE deformed nailDate Revision/Issue DIFFERENCE HEATING COOLING WET BULB HUMIDI HUMIDITY Otherwallsheathlncf 33 '/t'structuraloallulosi.fiba tnard 1'/,•gaMan'12ed looting 3 b II°F 15 MPH -1.5 MPH 12°F MEDIUM (M 40% 32 OR @ 50% RH sheathing nail, 1,4,beaddMmeter,of1* FOR 51: 1 POUND PER SQUARE FOOR=0.049TkP0,I MILE PER HOUR=0.44'Im/5 '1/1(2/21 ISSUED FOR PERMIT FOR SUBNOTES REFER TO THE 2020 RGNYS TABLE R402.2 Ion,g taploifiga.i'/: 2/28/22 REV I A5 PER TOS long MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE iia'gaNboaddiamolg 3a asheathruduralceMubsr. fitwrtward nail,T/,:head6ga.,er.or1' 3 6 4/QJ/22 REV 2 A5 PER TOS MINIMUM SPECIFIED COMPRESSIVE STRENGTH (FPC) sheathing crown staple 16 ga.,14." 11/,•gatianizad tooting nail 4/25/22 REV 3 A5 PER OWNER TYPE OR LOCATIONS OF b 35 %"gypsum shoathinge stapla gal,ran¢ad.W,'long; 7 7 16 CONCRETE CONSTRUCTION WEATHERING POTENTIAL 1'l.'acrows.Type W ar S 11/a"galvanlzod roofing nark Drawn By: NEGLIGIBLE MODERATE SEVERE 3s 'a"gypsum sheathing• staple,gatranued.ls/{long; 7 7 a 0 11/r"screws.Typo W 6r S Wood structural panels,combination subtloor underlaymont to framing BASEMENT WALLS, FOUNDATIONS AND OTHER 2,500 2,500 2,500` 6d deformed(2"x 91291 m GR: GONETE NOT EXPOSED TO THE WEATHER 37 %and less nail;or8d common(2'12"x 6 Q 0.131"}nail Project# El 8d oommon(27j x 0.131") m BASEMENT SLABS AND INTERIOR SLABS ON 2500 2500 2,500` 38 /s--," °12o"}naalt°tmed [2,,,'x 6 12 0_0 1 GRADE, EXCEPT GARAGE FLOOR SLABS , z 10d Common(3'x 914,9') 1 BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR 39 ,'r:_,',a" nail; dofarmed12'12"x s 12 Scale 0.120')n"}nail WALLS AND OTHER VERTICAL GONGRETE WORK 2,500 3,000d 3,0004 AS NOTED G EXPOSED TO WEATHER FI. SC I Inch out 25A trim,I foot=30d 8 xor in,de 1 mrik per hour=0447 hen 1 ksi=6895 MPa g 0 1. aNailt ax smash-camnnn,box or detomted shanks[zee where otherwise mated.Nails aced for framin and sheathing connections � shat have minimum awragee berd,rlg yield strengths as slnwn:80 ksi for shank diameter of 0 142 inch I'M common rill),90 ksi for (V thank diameten larger than 0 142 inch but not larger thin 0.171 inch,and 100 ksi for shank diameters of 0.142 inch or less. Date N PORCHES, CARPORT SLABS AND STEPS EXPOSED 2,500 3,0004elf 3,500delf 3. Nal&tAall be paced at not more thin 6 inches on enteratgar wine and haw a minimum Y,inchor,dall suprctoit width port Wwhcrc spans are 49 inches a greater. TO THE WEATHER, AND GARAGE FLOOR SLABS q/I7/2O d. d Foanfoot W&foot coil-foot by 4foot Darels ah.tl be aDDlied xttieally. S. a Spacing offasteners int included in this table still be basedon Table F_9?: 2J. N FOR 51: I POUND PER �C2UARE INCH = 6895 kPa 6. f Where the shimate design wind speed is 130 mph or kss,nails for attaching wood struerual panel roof sheathing to gable erd wall framing shall be spaced 6 inches on center.Where the ultimate design wind speed is greater than 130 mph,rails forattaching panel roof m sheathingtoimermedtaw supports shill be spaced 6 inches onoemerfor tninimvrn4l inchd,stanceend walls; Sheet# N AT and 4 itches on center to gable cool wall framrlg B SEE TABLE ABLE R301.20)FOR WEATHERING POTENTIAL.DAYS 7. g Gypsuh msathirg shillcoMormto ASTM C 1396 and shall be installed inaccodaree withGA 253 Fiberboard sheathing shallconmmfo B.SE G.CONCRETE IN THESE:LOCATIONS THAT MAYBE SM-ECT TO FREEZING AND THAWING DURING CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN bASTM C208. AGGORDANGE WITH FOOTNOTE D. 8. h Spacing of fasteners on floor sheathing panel edges applies w panel ed s sa I Fe pfrnted try framing members aM required blocking and at L D.CONCRETE SHALL BE AIR ENTRAINED.TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRETE)SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN lleolperimte kinnly Spacing l or serenonr artel,deesppancl perpendges dicular applies framing memedgeers need rot Ramingrrem cepsers at required blocking Blocking W xwf or floor sheathing panel eQfes perpendicular b the framing member reed rot be pmvrded except as required _ p 'I PERCENT. by otter provisions of this code Floorperimetersralibesuppomdbyframirgmembersmwlidbloekirg ® £ E.SEE SECTION R402.2 FOR MAXIMUM CEMENTITIOU9 MATERIAL CONTENT. 9. iwherearafter is fastened man aCjaeem parallel telling forst in ueo donee with this sc hednk.pronde two"rails ort one,oside of the p F.FOR 6ARA6E FLOORS WITH A STEEL TROWELED FINISH,REDUCTION OF THE TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRETE)TO NOT LESS rafter and ae wails from the ceiling joist to top plate in wcoulance with th s schedule.T he we rarl on the opposite$ide of the ratter shall x THAN 5 PERCENT 15 PERMITTED IF THE SPECIFIED COMPRESSIVE 5TRENOTH OF THE CONCRETE IS INCREASED TO NOT LESS THAN 4,000 PSI. rot be req[ited m O ry Qi t U s_ g NAILING AND STRAPPING HOLD DOWN CONNECTIONS ANCHOR BOLT SPECIFICATION (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) (REQUIRED AT EACH BUILDING CORNER&D.H. GARAGE DOOR JAMBS) (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) V e� NOTE: RIDGE (SEE FLOOR PLANS FOR LOCATIONS) ALL STRAPPING TO BE 11/4"X20 GAUGE STEEL OR BOARD SECOND FLOOR ATTACHMENTNOTETYPICAL TYPICAL W ¢o Mo SEE TABLE R501.2(I) SHT. N-I, ,; 'y1° O 'S1MP5ON' EQUIVALENT - G520 (COILED STRAP) ROOF 0 ALL COIL STRAPPING TO HAVE MINIMUM 12" BEARING ON WALL STUDS (REQUIRED FOR ALL NEW CONSTRUCTION SPACING CORNERS (�V_J'b�y0 RAFTER AND SECOND FLOOR ADDITIONS) FOR WIND SPEED (ALL STRAPPING SHALL BE INSTALLED A5 PER MANUF. 25" (8' END ZONE) 6" MIN. S/ SPECIFICATIO1,15) ALL STRAPPING TO BE SPACED AT 16" O.G. 30" (INTERIOR ZONE) 12" MAX. `�� S ALL GONNEGTORS IN CONTACT W/ P.T. WOOD SHALL BE FINISHED IN 'ZMAX POT HOT-DP GALVANIZED OR 5TAINLE55 STEEL COLLAR TIE @ 32" O.G. MAX. — — — — — WHEN RIDGE IS STRAPPED. z Q W ui a wo z AT RAFTER TO RIDGE CONNECTION G.T. @16" O.G. WHEN NO "SIMPSON" HHDQII-SD52.5 OR a a `-' = � ° w w FOR RIDGE STRAP - 3-8d COMMON NAILS OR STRAPPING IS USED. "SIMPSON" HDQB-5D53 - ° ' N W Z W o � = � o a � LL 3-IOd BOX NAILS IN EA. 2-16d COMMON END OF STRAP. PLAN U j U 0 W W a ° a Z = z v NAILS 6" O.G. aF' LLW0zx � F- ot-- � FOR FULL LENGTH [Y W I— M < w w w l_ w w FOR ALT. COLLAR TIE - 10-I0d COMMON NAILS OR ROOF BLOCKING OF STUD (z 2 a � N z wOa 5-12d BOX NAILS IN EA. RAFTER ENDWALL END. � 9wIL mm2vzo ~ za °o . I E- � u. � � ww2 ) mw • ` � � J I I ; 3" 50. x 1/4" WASHERS z 0 Uj z m z z ~ moo = — — — — — — 4 END NUT SETUP � p m U) 2 U. [LCe 3 CEILING � LU 3: Uj = z = Qo DOUBLE SILL PLATE ON 1— J015T COPPER TERMITESHIELD u�l AT RAFTER TO TOP PLATE "SIMPSON" HH0011-5052.5 OR w/ SILL INSULATION "SIMPSON" H005-SD53 DIA. ANCHOR TO STUD CONNECTION I-I/4"x20 GA. 5/8" N HS BY "SIMPSON 5-I0d COMMON NAILS STL. STRAP OR BOLTS (TYP.) • ui _ E El I AT EA. END OF STRAP "SIMPSON" GS-20 ALL STRAPPING, ANCHORS, HOLD DOWNS, FIRST FLOOR ATTACHMENT POURED CONCRETE .01 ADHESIVES TO BE INSTALLED AS PER (REQUIRED FOR ALL NEW CONSTRUCTION FOUNDATION WALL uj Z NC? L AND FIRST FLOOR ADDITIONS) > w ti � m MANUFACTURES SPECIFICATIONS. Q V cV cN Z 0 � � � ~ SECTION I-' • - z "SIMPSON" HH0011-SD52.5 NOTE: a J m NOTE: (V - 1) USE 5/8" DIA. ANCHOR BOLTS W/ MINIMUM 7" EMBEDMENT INTO o CO) FOR CATHEDRAL CEILING AT SLOPING RAFTERS OR (2-STY. STRUCTURES) OR � 2-16d COMMON � SIMPSON HDQB-5053 CONCRETE W/ 3:: SQUARE x I/4 WASHERS AND END NUT SETUP. JOIST TO HEADER CONNECTIONS PROVIDE 51MP5ON (1-STY. STRUCTURES ONLY) NAILS @ 6" O.G. SHOE PL. 2) ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR OR REPLACED "L55U210" ADJUSTABLE HANGER. SUBFLR. FOR FULL LENGTH BY HOLD DOWNS FOR SHEARWALLS. L�DWALL OF STUD 3� ONE ANCHOR BOLT IS TO BE LOCATED BETWEEN 6" MINIMUM TO RIM JOIST FLOOR @ AT STUD TO FLOOR ASSEMBLY JOIST i� 12" MAXIMUM FROM ENDS AND CORNERS. o TO STUD CONNECTION ' (ONLY APPLICABLE FOR TWO-STORY CONFIGURATIONS) TOP PL. 11 a A. SPLICING OF TOP PLATE ll d Q FOR STRAP - 4-5d COMMON NAILS "SIMPSON" z d (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) AT EACH END OF STRAP MTS 16 N '. U 7/8" DIA. THREADED ROD (I" DIA. FOR HHDGII) dd 1•-+ FOR ALTERNATE - 14-I0d NAILS AT EA. STRAP, EMBEDDED 12-1/2" INTO GONGRETE W/ 'SIMPSON' • "° "SIMPSON" MT5 16 A5 PER MANUPR5 REQ'T5. ET (HIGH STRENGTH EPDXY ADHESIVE) $ FOR TOP PLATE SPLICE TOP PLATE SPLICE 2Z (TWO STRAPS TOTAL) TEMPERATURES (0 DEG. TO 40 DEG F) USE REQUIREMENTS REQUIREMENTS 0 U (MEETS OR EXCEEDS UPLIFT I-I/4 x20 GA.STL. STRAP OR 000 'SIMPSON' AT (HIGH STRENGTH ACRYLIC ADHESIVE) ONE STORY SLAB ON GRADE ALL OTHER CASES FOR SECOND - STRAPPING TO OVERLAP "SIMPSON" GS-20 12 1,2 FLR. ADDITIO145 FIRST B SECOND FLOOR - z BUILDING MINIMUM BUILDING MINIMUM STUDS BY MIN. 12" DIMENSION(FT.) SPLICE LENGTH DIMENSION (FT.) SPLICE LENGTH � � SHOE PL. 121-0- 3'-O" 12F-Off 2'-0" NOTE: SUBFLR. 16,-o" 4'-0" 16'-O" 3'-0" ALL CLIPS 4 STRAPS CAN BE MOUNTED RIM JOIST FLOOR 20'-0" 5'-0" 20,-O" 4'-0" FROM EITHER ALL EXTERIOR OR ALL JOIST TYPICAL EXTERIOR WALL GONST. 24 p &I-oil 24 O 4-O INTERIOR, BUT NOT A COMBINATION OF BOTH. '� " STUDS � WALL TO SEE FLOOR PLANS SILL PL. ALIGN w/ F.J. 3/4" SUB FLOOR GLUED 4 NAILED 28'-O" 7'-O" 28'-O" 5'-0" AT STUD TO FLOOR ASSEMBLY 2x FL. JTS SEE PLANS TO SILL PLATE CONNECTION ad BLOCKING 32'-o" 8'-0" 321-011 6'-0" INSUL. AS PER PLANS 36 O C11-011 36 O -71-011 G !, T' , t i A. • _ .a •. FOR STRAP - 4-Sd COMMON NAILS d STRAPPING: 40T.p" I I'-O" 40'-O" AT EACH END OF STRAP WRAP STRAPPING UNDER SIL PLATE 1 d 4-IOd COMMON NAILS 501-0- 13'-O" 501.011 10'-O" @ EA. END OF STRAP 601.p" 16'-0" 60'-O" 12'-O" � w I U 70,-01' la'-O" 70'-O" 14'-0" < Z I-I/4x20 GA. N 12 SOFFIT MATERIAL AS PER ELEVATIONS 80 -0 22-O 80 -O 16-0 W w LU 16 STL. STRAP OR MIN. 0 Z — TOP PLATE lu AT STUD T 4-10d COMMON NAILS a EA. END OF STRAP'O FLOOR ASSEMBLY "SIMPSON" GS-20 "oN z STRAPPING: SPLICE LENGTH � � } � OR MT512 CONNECTOR BY "SIMPSON" IJ TABULATED SPLICE LENGTHS ASSUME TOP < Z TO SILL PLATE CONNECTION NAILED AS PER MANUF'RS RE075. PLATE-TO-TOP PLATE CONNECTION USING 2-16d NAILS a (SLAB ON GRADE AND/OR GARAGE WALL APPLICATIONS) • R FOOT.FOR SHORTER SPLICE LENGTHS,THE NAIL ° TYPICAL EXTERIOR WALL GONST. SPACING SMALL BE REDUCED IN ORDER TO PROVIDE < FOR STRAP - 4-5d COMMON NAI d SEE FLOOR PLANS AN EQUIVALENT NUMBER OF NAILS. ,^ m AT EACH END OF STRAP ° ,a. a d 2)TABULATED SPLICE LENGTHS ASSUME A MEAN ROOF — WRAP STRAPPING UNDER 51L PLATE _ 4 ,' HEIGHT OF 33 FEET.FOR MEAN ROOF HEIGHTS OF 15 Z e FEET OR LESS,THE TABULATED VALUES SHALL BE J •: CANTILEVER DETAIL CTYP) PERMITTED TO BE MULTIPLED BY 080. OL i,i ry 8 1� d YX END VIEW SECTION ° U a NAILING & STRAPPING AT E FLOOR & R:OOFINSTALL #lOx2�" O� BEAMTOTPLYWOOD FROM E0TOM EXTERIOR WINDOW I DOOR HEADERS 'ILENGTH STRONG-DRIVE® SD FASTENER (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) 3 0- DIAPHRAGM B RACING SCREWS TO SIDE OF OF L°WEST o a. (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) THE BEAM SHOWNNAILING SCHEDULE 'B' : (2018 W.F.C.M.) RATIO LIMITS = H/L < 3 1/2 BEAM AND ROUGH OPENING REQUIREMENTS FOR WINDOW OPENINGS A PLYWOOD NOT SHOWN Date Revision/Issue RIDGE COLU N R MN BY NOTATION FOR CLARITY a/16/21 ISSUED FOR PERMIT (GOORD. w/ ROUGH A B C D E F 17- SOLID BLOGKING @ 2/28/22 REV I AS PER TOS FLOOR PLANS) OPENING BLOCKING 2 BAYS 2'-O" 2 (1) 2x4 I I I I A - W SEAMS 4/8/22 REV 2 AS PER TOS BACK 48 o.c. MINIMUM 3 Y4 D = 4/25/22 REV 5 A5 PER OWNER n INSIDE COLUMN 4'-O" 4 (1) 2x4 2 2 2 2 ATTIC DIAMETER 6'-O" 6 (2) 2x4 OR (I) 2x6 3 3 3 3 Q I I I I I Drawn By: n z 8.O X PLYWOOD SHEATHING 8 (2) 2x4 OR (1) 2x6 3 3 3 3 E B DB iu C (SEE NAILING SCHEDULE) GMST STRAP 1 O'-O" 10 (2) 2x6 4 4 4 4 V2" MIN. I II I I Project# H03B HOLDOWN ® 12'-0" 12 (2) 2x6 5 5 5 5 m MINIMUM EDGE NOTATIONS: HOLD DOWN SEE 20-Ocf-T FIRST SECOND Fes. DISTANCE TO ANCHOR, DETAILS THIS SHEET m AS PER MANUFACTURER A. NUMBER OF 8d NAILS AT EA. END OF STRAPPING A Scale B. NUMBER OF SILL STUDS ON FLAT (DOES NOT APPLY TO F AS NOTED G' DOORS) Q C. NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF o a NOTE: Date � BLOGKING 2 BAYS MIN. EDGE DISTANCE TO HEADER o I. SHEATHING AS PART OF SHEARWALL SEGMENT WHERE NOTED ON FLOOR PLAN, N3 BAGK @ 48" o.c. ANCHOR, AS PER D. NUMBER OF Ibd NAILS END-NAILED THROUGH ADJACENT SHALL BE CONTINUOUS FROM SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT JOINTS. MANUFACTURER KING STUD TO END OF HEADER AT EACH SIDE 2. HOLD DOWNS REQUIRED AT ALL CORNERS OF STRUCTURE SEE DETAILS THIS SHEET. -" EXCEPTION: E. NUMBER OF JACK STUDS AT EACH END OF HEADERS 3. REFER TO NAILING AND STRAPPING DETAILS THIS SHEET TO FOR A CONTINUOUS LOAD Sheet# U WHEN AN ATTIC FLOOR OR CEILING DIAPHRAGM IS USED TO BRACE (ASSUME DOUBLE HEADERS) NOTE: PATH. THE 6ABLE BLOCKING IS NDOITALL OR REQUIRED.EN AHIP ROOF SYSTEM 15 USED, HOLLOW COLUMN DETAIL F. NUMBER OF 16d NAILS END-NAILED THROUGH ADJACENT ALL STRAPPING TO BE 1 1/4"X20 6AUGE SHEARWALL SEG. DETAIL (TYP) JACK STUDS TO END OF SILLS) AT EACH SIDE (DOES NOT STEEL OR 'S1MP50M EQUIVALENT APPLY TO DOORS 0520 (COILED STRAP) a o N O s J L 3 GENERAL NOTES DIVISION 1-COAL REOL>13BvENTS 2. Other species may be used provided substituted species shag meet or exceed requirements noted above. c. Bottom Chord Plane: Provide continuous 2 x 4 braces on top of the bottom chord of al roof trusses. Three rows 3. Moisture content: Ag lumber 4' and deeper shall have moisture content not greater than 19 %, air dried lumber is minimum are required located at the V4 points of the truss span. Securely nal these braces to al members that it o ti 1. Work performed shat comply with the following: `, z desired but not necessary. Lumber may be kiln dried, however drying process must be slow and regulated to cause a crosses. rY W nil" a LL O a. These general notes unless otherwise noted on plans or specifications. O F- 0 O � - p b. Building Code as specified on the architectural drawings. minimum amount of checking, comparable with al dried stock. S. Wood Floor Trusses: U. V � LL V W • V J = _ 4. All exterior lumber and lumber in contact with masonry or concrete shag be pressure preservative treated in t Floor trusses to be manufactured and installed in strict accordance with manufacturers recommeMations. Al O W H c. AI applicable local and state codes, ordinances and regulations. accordance with AF&PA standards and stamped 'Ground Contact 0.40 bs/cubic foot'. sans, W w r- D F- p Q LL d. h areas where the drawings do not address methodically, the contractor shag be bound to perform in strict p joist depth and spacing to be verified by manufacturer's. Shop drawings indicating calculations, loading, load W z do m O T S O 5. Grade stamps shag appear on all lumber. test data and any other information required shag be sealed by a professional engineer registered in the jurisdiction Q F- LL = z - compliance with manufacturers specifications and/or recommendations. a v _ O H 2. On-site verification of all dimensions and conditions shall be the responsibility of the general contractor and 6. Store al lumber above grade and protect from exposure to weather. where construction is taking place. Truss manufacturer shall verify all spans, dimensions, bearing points spacing, etc. W W O0 uui Q < Z w W w u B. Fitch Beams: Fabricator must submit two sets of complete shop drawings and truss layout plan, each sealed by a professional n. n z O O a cn r- his subcontractors O W m W z _ 1 Fitch beams shall have a minimum fb = 15000, E=11.4 with 1/2' bolts located not closer than 2' from the top and engineer registered in the jurisdiction where the construction is taking place, to Architect prior to fabrication, one for a a r- do _ 3. Noted dimensions take precedence over scale. Never scale directly from drawings. Contractor should (7 E a O V a O consult Architect in case of question. bottom edge unless otherwise noted There shall be a bolt top and bottom 2'from each end (see typical flitch plate Architect's records and one to be returned to contractor after review. z v � W OJ W H z O W V 4. The general notes and typical details apply throughout the job unless otherwise noted or shown bolt pattern detail). 2. Store trusses above grade on wood sticking to prevent contact with bare each Cover with tarpaulins to prevent � H m w O m W Q 5. Discrepancies: The contractor shall compare and coordinate all drawings; when in the opinion of the C. Joist Hanaers: exposure to the elements. Always store upright, especially if stacking. - do Q p W n H N - contractor, a discrepancy exists he shat promptly notify the Architect, in writing, before proceeding with the t AN purgns, joists and beams not framed over supporting members shag be supported p w z 0 Z Z 9 O wok or he shall be responsible for the same and any indirect results of his action. 2 Joist hangers shag be prime quality steel which conforms to ASTM-A653,min.22 gauge. Products acceptable DIVISION Y 7- � AND MOISTURE PRO?F('Tx111 do a z Q Q a °- 6. Omissions: Architectural drawings and specifications shall be considered as part of the conditions for the shag be Simpson, Kant-Sag, or equivalent. do Q � LL W LL a work. In the event that certain features of the construction are not fully shown on the drawings, current D. Bolts in Wood Framing: A. Roofing: �" LU 0 z � Q O t Al bolts in wood framing shag be standard machine bolts with standard malleable iron washers or steel plate 1. Fiberglass Shingles: THIRTY(30) year self sealing shingles over 1 layer of 30# asphalt saturated felt undedayment national, state and local codes, ordinances, regulations or agreements as well as current acceptable building unless otherwise noted. install according to manufacturer's instructions. practices shall govern, and their construction shall be of the same character as for similar conditions that are washers. 2. Steel plate washer sizes shag be as follows: 2. Cedar Shakes: #2 grade red-label cedar shakes (18' 1 x .45'T) over one layer 30# a.s.f. undedayment. Install with 4 shown or noted 1/2' weather exposure. 7. The Architect will not be responsible for and will not have control over construction means, methods, a. 1/2' and 5/8'Diam. bolts - 2-1/4' sq. x 5/16' p Apply an 18' wide strip of 30# a.s.f. over each course of shakes, 9' from bottom edge of shake c techniques, sequences a procedures, or for safety precautions and programs in connection with the work, and LO b. 3/4' Dia. bolts-2-5/8' sq. x 5/16'. extending over top of shake and onto sheathing. N will not be responsible for the failure of the Client or his contractors, subcontractors, or anyone performing 3. Each bolt hole in wood shag be drilled 1/16' larger than diameter of bolt. 3. Eave Flashing: See note B-4, below. LLI � E any of the wok, to carry out the work in accordance with the approved contract documents. 4. For sfl anchors, see typical details on architectural drawings. B. Flashing: F" r div M v 8. Any and all drawings and specifications for sitework, plumbing supply or waste, electrical circuitry, and E Lag Bolts: 1. All flashing, canter flashing, and co when of metal shag be of not less than no. 26 U.S. a N } _ ping gauge corrosion-resistant o i metal. LLi Z N do 1. Sinal be of structural grade steel. ti r• heating, ventilating, fabricated trusses, and air conditioning systems are not a part of the professional services 2. Flash al exterior openings and all building corners with approved material to extend at least 4' behind wall covering. > L ti ti Q 2. Washers shag be placed under the head of lag bolts bearing on wood. Length of lag bolts shat be minimum 2/3 °� g g g Q m provided to the Client by the Architect unless included under their agreement. Any discrepancies with these depth of members being bolted together. Cover al exposed plywood at building comers with waterproof building paper. Z Q 04 0 D documents by any of the above listed services as shown in documents prepared by others should be indicated F. Altering Structural Members: 3. Step flash at all roof to wag conditions. Flash and caulk wood beams and other projections through exterior walls or O W in writing to the Architect immediately. F. surfaces. F w CID v 9. Prior to application for building permits, the Contractor will furnish the Architect with two sets of shop 1 No structural member shall be ornitted, notched, cut, blocked out or relocated without prior approval by the 4. Eave flashing shat consist of two layers of 15# a.s.f. cemented together in addition to required nailing from the edge J H p drawings of all prefabricated components, one set to be retained by Architect, the other set to be returned to Architect. Do not alter sizes of members noted without approval of Architect. d u: _ contractor after review. Items requiring strop drawings include but are not limited to roof trusses, floor G. Bult-Ly Beams: of the eave up the roof to overlay a point 24 inches inside the interior wag line of the building. CL m C. Attic Ventilation: V J I- 1. Bunt-up beams a joists famed by a multiple of 2 x members shall be interconnected as follows: 1. Enclosed attic truss spaces and enclosed roof rafters shall have cross ventilation for separate space with screened o - trusses, stairs, cabinets, vanities, eta Should the design or configurations of any prefabricated component be N modified during construction from previously approved shop drawings, the Architect shag be furnished, prior a. Members 9-1/4' and less in depth- glue and internal w/2 rows 16D nals at IT o.c. staggered. to fabrication, with revised shop drawings incorporating the revision. If the Architect is not provided with the b. Members greater than 9-1/4' in depth or multiple 3 x members through bolt with 1/2' diameter machine bolts at ventilating openings protected against the entrance of moisture and rah in accordance with the WFCM, and RCNYS 24' o.c. staggered. latest edition (as applicable) and all state and local codes and ordinances. See details on architectural plans for above information, the client shall defend, indemnify, and hold harmless the Architect from any claim or suite locations and details. whatsoever, including but not limited to, all payments, expenses or costs included, arising or alleged to have H. Cutting of Beams. Joist and Rafters: arisen from prefabricated items. 1. Cutting of wood beams, joists and rafters shag be limited to cuts and bored holes not deeper than 1/6 the depth of DIVISION 8 -DOORS AND yyFD WS / 10. The conditions and assumptions stated in these specifications shall be verified by the contractor for the member and shag not be located in the middle of 1/3 of the span. Notch depth of the ends at the member shag not µ, • A. conformance to local codes and conditions. In the event of a discrepancy between these specifications and exceed 1/4 the depth of the member. Holes bored or out into joist shag not be closer than 2 inches to the tip or bottom General O r 1 local codes or conditions, the contractor shag notify the Architect in writing of the discrepancy and special of the joists and the diameter of the hole shag not exceed 1/3 the depth of the joist. The tension side of beams, joists t Windows h boldines located h wind-borne debris m win (bon mph wind zone or with-in one mile of the ocean. bay • engineeringrequirements shat be lied to insure the building's structural integrity. and sound) shag have glazed openings protected from wind-bone debris or the building shall be designed as a partially orN applied 9r Y• and rafters of 4 inches or greater nominal thickness shag not be notched,except at ends of members. enclosed building in accordance with the 2020 RCNYS_ Glazed opening protection for wind-borne debris shall meet the MM 11. These requirements may be superseded by more stringent information contained within I Pies in Stud bearing Nags or Shear Nals: W the drawings. The more stringent shag be folowed. requirements of the Large Missile Test of ASTM E 1996 and of ASTM E 1886. �9t Notches or bored holes to studs of bearing wags or partitions shag not be rnae than V3 the depth of the stud. Exception: 12. Soil conditions shag conform to or exceed the following conditions: J. Bridging and Blocking: Wood structural panels with a minimum thickness of 7/16 inch (11.1 mm) and a maximum span of not more than 8 feet A U Bearing Capacity. Mn 2000 psf. field verified under all footings and reinforced slabs. 1 There shag be not less than one line of bridging in every eight feet of span in floor, attic and roof framing. The (2438 mm) shag be permitted for opening protection. Panels shag be precut and attached to the framing surrounding Water Table: Mn. 2'-0'below bottom of all concrete slabs and footings. Footings, foundations, wags, and bridging shag consist of not less than one by three inch lumber double nailed at each end or of equivalent metal the opening containing the product with the lazed opening. Panels shag be predrilled as r w slabs shall not be placed on or in Marine Clay,Peat and other organic materials. P 9 9 Pr 9 P ng• P squired for the anchorage L Pie Ybracing of equal rigidity. Ividspan bridging is not required for attic or roof naming where joist depth does not method and shat be secured with the attachment hardware provided. Attachments shat be designed to resist the 13. Live Loads: Roof: 20psf. Floor. 40psf (except sleeping rooms: 30psf). Exterior Balconies: 40psf. Stairs: exceed twelve inches nominal. Block solid at all bearing supports where adequate lateral support is not otherwise component and cladding loads determined in accordance with either Table R301.2(2) or ASCE 7, with the permanent 40psf. Wind Load: 15psf. Garage: 50psf. Maximun foundation lateral pressure: 40psf. Dead Loads: 10psf. provided. Block all stud wags at maximum intervals of eight feet with minimum of 2 x solid material with tight joints. corrosion-resistant attachment hardware provided and anchors permanently installed on the bolding. Attachment in Decks: 40psf. Attics without storage 10psf. Attics with storage 20psf. Guardrails & Handrails 200psf. Provide 2 x firestops at mid-point vertically of stud wall. Bridging as required by floor truss manufacturer's printed accordance with Table R3012.1.2 is permitted for buildings with a mean roof height of 45 feet (13 728 mm) or less U U 14. Bottom of footings shag extend below frost ine of the locality and minimum 3'-0' below existing grade to instructions. where the ultimate design wind speed, Vult, is 180 mph (290 kph) or less. �•�r undisturbed sol or soil compacted to 95% dry density having a bad carrying capacity as specified in Note 12, 2. All windows shag have insulating glass, or single glass with storm windows or equal. Sizes hdicated on plans are L as verified by a sols engineer licensed in the locality where project is being built. K. Lintel Schedule: nominal only. Builder to consult with window manufacturer to determine exact sizes, rough opening, etc. At least one 15. All foundation wag backfill under slabs where distance from edge of wag to edge of undisturbed soil t Unless otherwise shown, provide 1 lintel with 6' minimum bearing for each 4'of wall thickness. window from each bedroom area shall have a net clear opening area of 5.7 Sq. Ft. (grade floor/below grade floor 5.0 exceeds 16', but less than 4'-0', shall consist of clean,porous, sol compacted in 6' layers to 95% dry density 2. Lintel Schedule: Sq. Ft.) with a net dear height of 24', a net clear opening width of 20', and a sill height of 44' or less above the floor or provide #4 rebar at 2'-0'o.c., T-0' beyond edge of undisturbed soil and l'-0' into foundation wag. Span: Size of Member for egress purposes. Glazing in doors and fixed glazed panels immediately adjacent to doors or within 18' of the floor, 16. Free draining granular backf g (SM or better) shall be used against foundation wags consistent with the Up to 4'-0' 3 1/2 x 3 V2 x 1/2 or 2-2x6 architectural plans and related details. Equivalent fluid pressure of bac kfll not to exceed 4 f (pounds or which may n subject to frequent and recurrent accidental tnuman impact shag be tempered as per WFCW and RCNYS P � P � P� P 4'-T to 5'-0' 4 x 3 1/2 x 5/16 or 2-2x8 cubic foot). If backfill pressures exceed 40pcf, then wags must be designed for actual pressures by a F-1' to 6'-0' 5 x 3 1/2 x 5/16 or 2-2x10 and state and local codes and ordinances. registered Professional Engineer licensed in the locality whore project is being built 6'-1' to 8'-0' 6 x 3 1/2 x 3/8 or 2-2x12 DVISION 9-FINISHES 17. Unbalanced fill not to exceed T-0' unless otherwise noted and substantiated by engineering calculations. A. General Backfill shag not be placed against walls until slabs-on-grade and framed floors are in place and have reached L. Plywood: 1. All wood shall be D fir ore a1 It shag be manufactured and aced in accordance with 1. Ag gypsum wallboard shall be unstaged in accordance with the provisions of the WFCM, RCNYS and state and local their design strength. Proper precautions shag be taken to brace foundation wags when backfilling. Where plywood Doug equal. 9r codes and ordinances (as applicable). backfill is required on both sides, backfill both sides simultaneously. U.S. Product Standard PS 1-09 Structural Plywood 2. Gypsum wallboard shall not be installed until weather protection for the installation is provided Storage should be in 2 Each plywood sheet shall bear the 'APA' trademark accordance with manufacturer's instructions. DIVISION 3-OHMM 3. AN end joints shag be staggered and shag butt along the center Ines of framing members A. General: 4. The face grain of the plywood shag be laid at right angles to the joists and trusses and parallel to the studs. 3. AI edges and ends of gypsum wallboard shag occur on the framing members except those edges which are 1 The concrete properties shag be as follows: 5. Nals shall be placed 3/8' minimum from the edge of the sheets. The minimum nag penetration into framing perpendicular to the framing members. AI edges of gypsum wallboard shat be h moderate contact except in concealed spaces whore f Item Min. Comp. Strength Min. Aggregate size Slump members shag be 11/2' for 8d nails and 13/8* for 10d nails. de resistive construction is not required. a The sizes and spacing of fasteners shag comply with WFCM, RCNYS and state and local codes and ordinances (as ® 28 Days (PSI) 6. Al floors shall be nailed as per naling schedule. Footings 3,000 1/2'-T 4' pplicable). 1' a Slab-on-Grade 2,500 1/2'-T 4' 1/2' M. Comer Bracing 5. Provide moisture resistant drywall cement board at tubs and showers as shown on details in architectural drawings. Walls 3,000 1/2'-1' 4' V2' t Unless otherwise noted, brace exterior comers of building with 1 x 4 diagonals,let into studs, or with 4 x 8 6. Fre-resistive construction: Garage ceilings and wags when adjacent to a dwelling unit shag be of rated construction Garage Slabs & exterior slabs 3,500 1/2'-1' 4' 1' w/ 5% plywood sheet of thickness to match that of sheathing, or with metal strap devices installed in accordance with according to the UL Design specified on the drawings when units are designed under WFCM, and RCNYS standards as W air entrainment manufacturer's instructions (16 Ga. compression tension), or w/structural grade thermo-ply. indicated on the drawings. U 2. Concrete work shall conform to all requirements of ACI-318 specifications for structural concrete for buldmgs. 2. Lap plates at all corners. 3. Ag reinforcement, anchor bolts, pipe sleeves and other inserts shall be positively secured in place and N. Nalina: DIVM 15 _MECHANICAL Z vi located according to the appropriate architectural drawings and details 1 All nailing shall comply with nailing schedules in WFCM, and RCNYS (as applicable), latest edition and W in t B. Reinforcing Steel: A. Heating Ventilation and Air Conditioning all state and local building codes, or maufactuor's recommendations. � r1 z _ 1 Reinforcing steel shall be intermediate grade new billet deformed bars grade 60 conforming to ASTM & O. Fre Stopping 1. Ali work shag be in fug a accordance with all current codes and regulations of the governing agencies. - 615. Welded wire fabric shall conform to ASTM C-933. See architectural drawings for sizes and locations. t Fie stopping shag be provided to cut off all concealed draft openings (both vertical and horizontaD with 2' 2. Mechanical subcontractor to submit shop drawings indicating duct layouts, condenser location, duct sizes, etc. to O F 2. Detailing, fabricating and placing of reinforcement shall be in accordance with ACI-332 Residential Code nominal lumber or 2 thicknesses of T nominal lumber with broken lap joints or other approved material. Architect prior to installation. Mechanical subcontractor to review structural sop drawings and notify the Architect of any Requirements for Structural Concret P. Alignment: mechanical and structural and design intent conflicts prior to construction. Z WZ . work shagbe done in a neat workmanlike ma anwormane nner and so as to not needlessly hamper that portion of the work J 1. AI rafters and joists framing from opposite sides shag lap at least six(3) inches and be Haled together with 3AN k µ., v 3. Al reinforcing bars which intercept perpendicular elements shag terminate in hooks, placed two (2) inches min. (3) 10d face nails. performed by others. < < dear from outer face of element. 2. When framing end to end joists shag be secured together by metal straps. B. Plumbing: V m 4. The contractor shag notify the building official at least forty-eight (48) hours prior to each concrete pour. 0. Partitions: t AI work shall be in fug accordance with all current codes and regulations of governing agencies. luJ No concrete shag be poised into footings containing standing water or mud. Footings shag be dewatered t General: 2. Al work shall be done in a neat and workmanlike mariner and so as to not needlessly hamper that portion of the work Ztu r prior to placement of concrete. No concrete shall be placed until all reinforcing has been installed by the a. Provide solid blocking at 4'-0' o.c. between the joist and first interior parallel joist. performed by others. contractor and inspected b the building official or count approved licensed inspector. 3. AQst u subcontractor to review structural and mechanical drawings and notify the Architect of any plumbing, I LI Y 9 Y PP P b. Spices of the top and bottom portion of cable top plates must be staggered a minimum of 4'-O'. HVAC, structural and design intent conflicts nor to construction. � 5. Minimum protective cover for reinforcing steel shag be as follows: c. Spices shag occur only directly over studs. P a. Footings: 3' d. Structural variations are allowed if substantiated by engineering calculations. Stamped by professional engineer DIVISION 16-ELECTRICAL b. Beams and columns: T licensed to practice in the jurisdiction where construction is taking place. One .set of calculations to be provided to c. Slab: 3/4' (Wire mesh to be placed at mid-depth of slab) Architect for approval prior to construction 1. Ag work shall be in furl accordance with all current codes U d. Wags - 1 1/4'at interior face: 3' at exterior face. e. Lap top plates at comers and intersection& and shall comply with the requirements of the serving C. Foundation: 2. Bearing Walls supporting one floor or more: power and telephone companies. I Footing depths are shown on the architectural drawings. Footings shag bear a mhirrnm of T-O' into2. Ag work shall be done in a neat and workmanlike manner Q a. Partitions must be constructed of minimum 2 x 4 studs spaced 16' o.c.of type lumber specified. � original undisturbed soil and a minimum of 3'-0' below finished grade. Where required, step footings to ratio b. If a double top plate of less than 2-2 x 6's or 3-2 x 4's is used, floor joists shall be and so as to not needlessly hamper that portion of the work performed of 2 horizontal to 1 vertical. porformed by others. centered directly over and below bearing wag studs with a tolerance of no more than 1' unless substantiated by E 2. Where conditions develop requiring changes in excavations, such changes shag be made as directed by the 3. Installation: da Architect. P P engineering calculations. a. Age equipment installed outdoor and exposed to weather a� z +, c. Bearing stud wags must be sheathed with a minimum 1/2' gypsum board fastened according to drywall c 3. All footing excavations shag be inspected by the bolding official or county approved inspector prior to the shag be weatherproof. placing of any concrete. Same shall be given forty-eight (48) hours notice for this observation manufacturer recommendation. b. Bottom of receptacles and switches shag be located 5' 'i; R. Wood Roof Trusses: above canter to unless otherwise noted on drawings.s 4. Sol investigation and report: AN earth wok, compaction and supervisions shall be done according to the P 9 • a I Timber trusses shat be designed in accordance with accepted engineering practices. Calculations, joint strength information c. Receptacles shag be installed vertical recommendations of the soil investigation report prepared by a licensed geotechnical engineer. Concrete slab p y at 12' above finish (allowable load per square inch or per nail, allowable edge distance, allowable end distances) load test data and other floor and 12'-0' o.c. horizontal) Ag receptacles and footing calculations are based on a 2,000 psf value. If on-site test boring indicate lesser values, notify y. p acles within information as necessary shall be submitted to local authorities for approval prior to fabrication. Each truss shag be 6'-0' horizontal of a sink lavatory or tub shall be wired to a Date Revision/Issue Architect, h writing,so that necessary structural modifications can be made. Y Y secured at bearing with one 'rafter tie metal type anchor at each end ground fault interrupted circuit. 5. Slab-on-grade shag be 4' thick reinforced with 6 x 6 Wl4 x W1.4 WWF and shag be placed on 6 ml. 9r �P vapor barrier on 4'crushed stone. 2. Scissor Trusses: Manufacturer to calculate horizontal thrust of trusses subjected to design loads and to include this d. Wal switches to be 48' above floor. 9/16/21 ISSUED FOR PERMIT 6. Slab-on-grade at porches shall be 4' thick unless otherwise noted information with shop drawings. Each truss to be secured at one end with a metal 'rafter tie' type anchor and a e. AI smoke detectors to be wired in a manner such that the scissors truss connector,'S' sailor roved equal, at the other end to tie down the truss while permitting the 2/28/22 REV I AS PER TOS 7. instal anchor straps as per mfg. recommendations: 12' from corners and intervals of not more than 16' o.c.. � aPP � P � activation of one by means of metal hangers.wig activate all. Minimum embedment for anchors shat be a minimum of T truss to move outward without deflecting the wag.into concrete. 3. Truss diagrams and truss layout plan show design intent only. Truss manufacturer shag verify all spans, 4/8/22 REV 2 X45 PER TOS 8. Beam pockets shag be formed into concrete wags to provide a continuous level flat solid bearing surface for al beams. dimensions, heel heights, pitches, etc. Fabricator must submit two sets of component shop drawings and truss layout 4/25/22 REV 3 AS PER OWNER plan, each sealed by a professional engineer registered in the jurisdiction where the construction is taking place, to DIVISION 6-WOOD Architect prior to fabrication, one for Architect's records and one to be retuned to contractor after review. u A. Lumber Grade: 4. Truss shop drawings indicating calculations, loading, load test data, horizontal thrust and any other information Drawn Bloading, ry 1 Al lumber shall be, unless otherwise noted,No. 2 grade. Douglas Fir-Larch with the following minimum structural values. required shag be sealed b a professional en lace and ry Grading shall comply with PS 20-05 ' American Softwood Lumber Standard ' and applicable Western Wood Products Y stiction where construction is taking p DB o be submitted to bolding officials prior to fabricineer registered in the cation. Association standards. 5. Store trusses above grade on wood sticking in such a way to prevent bending, warping or deflection of trusses. ry a. Extreme fber bending stress: Project# m 6. Roof Truss Bracing: instal permanent bracing for all wood roof trusses as specified below. Fellow all J Size Repetitive Member recommendations specified in Building Corrmonent Safety Information Guide to Good Practice for Handling. Installing. Restraining 2x12 1005 PSI & Bracing of Metal Plate Connected Wood Trusses BCSI-2013 published by the Structural Bolding Components Association 2O-01�1 2 x 10 1105 PSI a. Top Chord Plane: Properly installed plywood sheathing with staggered joints and correct nailing should W 2 x 6 310 PSI adequately brace the top chord plan. However, when gable end trusses are used, continuous 2 x 4 braces should be Scale 16� installed at a 45' angle to the truss framing. These braces should occur at 3 points on each gable end midspan b. Horizontal Shear. Fv = 75 PSI between roof center-ine and wag on each side of center-line and at center line of roof. A5 NOTED c. Compression perpendicular to grain: Fd_ = 405 PSI b. Web Member Plane: Provide continuous 2 x 4 braces at 45deg angle from the bottom chord of the truss. This brace o d. Compression parallel to grah: Fc = 875 PSI should cross at least 4 adjacent trusses and terminate at the truss ridge. Securely nal this brace to al members it ry e. Modulus of elasticity: E= 1600,000 PSI crosses. Instal this bracing at all gable or end wall conditions and at 14 foot minimum intervals throughout the truss Date f. Moisture content: 19 %maxinum system. CIA V20 ,Y Sheet# U s L c E • o x m m a O N O (V N J i g : / I P.T. WD, HANDRAIL ,`�,C, J/d, GENERAL DEMOLITION NOTES POST vO�pRt, I WALL LEGEND NEN LEDGER BOARD � � G.G. SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO DEGKING ASSEMBLY (SEE DETAIL, Qf. I' PROGEEDIN6 WITH THE WORK. ANY DISCREPANCY WHIGH 15 FOUND THIS SHEET) FLOOR SHEATHING NAILED p a ', ' Z NEW INTERIOR WALL5 2"x4" BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE "SIMPSON" DTT2Z ® 6" MAX. ON CENTER TO C o BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY. HOLD DOWN CONNECTOR 1/2" DIA. MACHINE JOIST WITH HOLD DOWN ry sb O NEW EXTERIOR WALLS 2"xb" RIM J015T HD6 THREADED �� 0 A� WOOD STUDS ® I6 O.G. 2. AND SET OF DMILIAR RAWINGSITH AND THEIR NTENTOJECT BEFORE PROGEEDING WITH N ROD WITH NUTS 4 FLOOR JOISTS s -� HORK• 1/2 DIA. MACHINE WA5HER5 EI • ` �': '` r 8" P.G. FOUND. WALL BOLTS OR - - (COORDINATE :: ;, ;;' ';'ti• :.;�.;. . ON ib"x8" P.G. FTG. N N WITH FLOOR PLAN) 3. WHERE ELECTRICAL OR PLUMBING LINES ARE TO BE ABANDONED, THREADED RODS o 6 " REMOVE ALL SUCH WORK. GAP OFF LINES LEGALLY AT FINAL �� 4 w a - � o O w w WORK TO BE REGESSEDINACCESSIBLE TIONS.BEHIND N SHWEpL URFINAGG ELECTRICAL o v M o w N w = J PROVIDE SOLID WD. a o w = ~_ a ~ -'{-'�--- 2� MIN. P.T. D.J. (COORDINATE a V O w v a = a � o H BLOCKING BEHIND RIM WITH FLOOR PLAN) w o: z = z w a o w JOIST AS REQUIRED maz w0a. 2F-- ww aouix � � mF- BEAM (2) �" DIAMETER PROVIDE 2x P.T. WD. BLOCKING �� w � � � � z DEMOLITION PERFORMANCE DISCLAIMER _ THROUGH-BOLTS As REQUIRED, SECURED TO P.T. SIMPsoN DTT2Z °. .. a " z IL D a zw _ SIMPSON DTT2Z z a 2 a. o 0 W v v D.J. AS PER MANUF' SPECS, HOLD DOWN CONNECTOR I1' : HOLD DOWN CONNECTOR § 2 � x m n o z o E z a WITH ` BLOCKING TO RUN PARALLEL (or) 9 5 y w ' o - m w � ° PROVIDE 2x HP. owzz0zo ~ = o ~ GENERAL NOTES: THE ARCHITECT AND/OR HI5 CONSULTANTS ASSUME NO DECK PERPENDICULAR TO P.T. D.J. "-. Cn Z a a _ 0. Uj U_ „ „ POST NOTCH POST PROVIDE DBL. P.T. D.J. ® a AS REQUIRED, SECURED TO F.J. T a E U. a w '+- a 1.) PROVIDE SIMPSON B SERIES JOIST HANGERS RESPONSIBILITY FOR THE MEANS BY WHIGH THE DEMOLITION 15 HDR., POST 4 PIER ASSEMBLY HOLD DOWN LOCATION AS PER MANUF' SPECS, BLOCKING w cn o z N o s - x - xa PERFORMED. THE CONTRACTOR AND HIS SUBCONTRACTORS SHALL (COORDINATE WITH FLOOR TO RUN PARALLEL (or) AT ALL APS LIGABLE LOCATIONS. REMOVE AND/OR PERFORM THE ITEMS NOTED AS SUGH ON THESE PLAN) PERPENDICULAR TO F.J. DRAWINGS IN A PROFE55IONAL MANNER IN ACCORDANCE WITH a : ° 2.) ALL BUILT UP LVL HEADERS TO BE "GOOD GENERAL PRACTICES". SHOULD IN THE EVENT ANY D � HANDRAILSTRUCTURAL DAMAGE OCCUR WHILE IN5TITUTIN6 DEMOLITION NOTCHED a DECK HOLD N Lo BOLTED OR. NAILED A5 PER PROCEDURES, THE CONTRACTOR 15 TO TEMPORARILY STABILIZE ' " „ t-� 'OST DETAIL ° DOl�l1� DETAIL #1 N N MANUFACTURER S REQUIREMENTS. THE STRUCTURE To SAFE CONDITION AND NOTIFY THE P05T l.� T ARCHITECT AND/OR ENGINEER IMMEDIATELY FOR RECTIFICATION. >: 3.) DOUBLE ALL FLOOR JOISTS UNDER N.T.S. INSTALL AS PER MANUF' SPECS' N.T.S. INSTALL AS PER MANUF' SPEGS' N.T.S. ui Z � to a m PARALLEL J�IALL5. 3 z g N g ;:- 0M FOUNDATION NOTE #I: w w `�° to 4.) ALL HEADERS NOT I ND I GATED TO BE MIN. BOTTOM OF NEW FOUNDATION � a LL: s 11 �� ASSEMBLY TD BEAR ON q5% (2) 2 x8 DOUG. FIR. LARGH # 2. COMPACTED FILL OR I TON PAVER PATIO ON 0- (2) m 5'-0„ I N �- (2p00 PSE), SOIL BEARING � — � GRADE 5.) DOUBLE ALL JO I STS AROUND ALL STA I R , FLOOR, GE I L I NO CAPACITY. G.G. TO VERIFY r — — (SEE DETAIL, SHEET A-4) 4 ROOF OPENINGS. (TYP.) SOIL CONDITIONS PRIOR TO I 64'-2" POURING NEW FOUND. 4 TO I W CONTACT ARCHITECT IF 6.) ALL WOOD POSTS TO REGEIVE SOLID WOOD BLOGKING POOR 501L CONDITIONS ARE DOWN TO FOUNDATION OR GIRDER BELOW DISCOVERED. I O V PROV'D 2" R-10 RIGID INSUL. 5 I j TO INTERIOR OF CRAWL SPACE .) ALL NEW RAILING TO BE 3'-0" HIGH RAILING AS PER P.T. LUMBER NOTES: - I WALLS. GRAWL SPACE TO BE i Q -ALL WD. JOISTS IN CONTACT I PASSIVELY CONDITIONED BY N.Y.S. GODS. ( O.G. SPACING AS TO NOT ALLOW PASSAGE N CENTRAL AG SYSTEM AS PER OFA 4" OR: GREATER SPHERE.) COLOR AND STYLE TO WITH GONG. SHALL - I I (n W BE PRESSURE TREATED, I SECTION 8408.3 OF THE BE SELEGTED BY OWNER PROVIDE P.T. JOISTS I 2020 R.G.N.Y.s. I .� (AND/OR) P.T. BLOCKING AS I SECURE NEW HOLD DOWN REQUIRED (TYP. ® ALL FROM ABOVE TO FW. (TYP) 8.) ALL NEW LEDGER BOARDS TO BE SECURED TO LOCATIONS) I 01 AS PER DETAIL SHEET N-2 I I x STRUGTURE W//2" DIA. GALV. MTL. EXPANSION BOLTS OR _per CONNECTORS / PROVIDE 2"x10" P.T. RIM 21-211 2-10 LAO. 5GREW5 ® 16 O.G. (STAGGEREDTOP $ BOTTOM) JOIST AROUND DECK - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- CONNECTIONS IN CONTACT w/ - L LJ . y.. AGO (P.T) LUMBER MUST BE PI-p`TFD 2'-I q.) ALL CATHEDRAL GE I L I NGS TO REGE I VE b-1/4" R-30G APPROVED BY MANUF', 2"x8" P.T. D.J. -- BATT INSUL. W/ "RAFT-R-MATE" BY OWENS CORNING AND MUST HAVE A FINISH a I6" O.G. II PROVIDE 2"x8" P.T. LEDGER " oU D O U ATI ' I EXTRA CORROSION W TH :� :: = BOARD, SECURED TO STRUG. W.P. FROM ABOVE TO SIT TO ALLOW FOR ADEQUATE VENTING. RESISTANCE OF EITHER PROVIDE SIMPSON H8 TIE _ II cHALL ON lb x8 CONTINUOUS' ® EACH P.T. DECK J015T ( fY I (SEE GEN. NOTE #8 4 LEDGER DIRECTLY ATOP NEW STAINLESS STEEL, HOT-DIP Q A- D DETAIL, THIS SHEET) POURED CONCRETE FOOTING ._. (P.T. DECK JOIST TO HDR. II 2"x4" END. ASSEMBLY. �� 6ALVANIZED(HD& OR ZMAX i- 1= _ = WITH CONTINUOUS 2x4 KEYWAY PROVIDE SOLID WD. (2) 2"xb" P.T. SILL PLATE ON 10.) ALL EXTERIOR COLUMNS TO BE 8 SQUARE PLAIN PERMAGAST CONNECTION) II �� DECK ' ND (3) #5 REINFORCING BAR•* COPPER TERMITE SHIELD w/ SILL PROTECTION. �'` BLOCKING As REQUIRED COLUMNS BY "HB4G" OR EQUAL w/ TUSCAN CAPITAL 4 BASE 14" DIA. POURED GONG. II cv p I HORIZONTAL CONTINUOUS ON 95% COMPACTED" INSULATION. SECURE w/ 5/e" DIA. x 12" - HOLD DOWN. LLL. v FILL OR I TON VIR61N SOIL. LONG "J" ANCHOR BOLTS ® MAX. = 4 COLOR STYLE TO BE SELECTED BY OWNER. PIER MIN. 3'-0" BELOW II D _ p 2'-6" O.G. (MAX. 12" FROM CORNERS) SEE DETAIL, 3-1/2" DIA. 5GH. 40 5TL. PROVIDE 1/2" GYP. BD. �y GRADE. (TYP) - THIS SHEET _ �� GENFR,41 BUILDING NOTES: 4"x4" P.T. WD. POST WITH x — COL. w/ TOP 4 BTM. 5TL. ON THE UNDERSIDE OF NEW F.J. II.) ALL FLOOR FRAMING TO BE AT 12 O.G. - - „ :� I NEW 24"AW MIN. � � BEARING PLATES ON IN ACCORDANCE WITH SECTION PROVIDE NEW BEAM I. ALL WOOD CONNECTIONS SIMPSON ABA44Z PIER POCKET (4" MIN. UNDER ALL BATHS / KITCHEN AREAS. TO BE STRAPPED TI PER CONNECTOR d 44Z PIER L CRAWL SPACE GO x . FTC-7" DP. POURED 8302.13 OF THE 2020 R.G.N.Y.S. (TYP) BEARING) ST. SHIM SHEET N-I 4 N-2. E302-2/4Z POST GAP 6„ I ACCESS PANEL GONG. FTG. W/ #5 REBAR CONNECTOR, INSTALL AS W/ KEY LOOK ® A 6"x6" 6RID, TOP AS REOV. (TYP. ® I N W NOTE: 2. ALL LUMBER TO BE PER MANUF' SPEGS' (TYP. X2) AND BOTTOM (TYP) ALL LOCATIONS) ALL WINDOWS TO BE HIGH PERFORMANCE INSULATING V DOUGLAS FIR LARCH # 2. (TYP. FOR 2) - 8'-O" 7'-II" 6'-6" — q'-0" 7'-q" GLASS WINDOWS AS MANUFACTURED BY ANDERSEN OR =� EQUAL. DP30 A SERIES. - ,'¢ r ' -1 (2)I-3/4"x11-1/4" G Ll DROP HDR. -1 W (� 111 NEW GONG. STOOP — - - — - - - - - - - - - - ,._ - - - - — � — I Q(SEE TYPICAL GONG. — � -1 -1 N Q W — ABBREVIAI�IONS LEGEND LEGEND: STOOP CONSTRUCTION o -DENOTES _ NOTES, THIS SHEET) ,r,, . �� I p p p in I •r I z W < z AFF. - ABOVE FINISHED FLOOR OLD DOWN5PHELLINASHPER AVG. _ AN/ERA6E DETAIL 5HT. N-2 m 1 _ I I CRAWL SPACE I I 10 I o - m z U1 m u I I I LL I � I I _O - 2" 5GREED GOAT I I O 1r CANT' CANTILEVER H .J G.B. - COLLAR BEAM GEILIN& JOIST FOUNDATION NOTES _ I L�U1 �•a J L 0 OVER 6 MIL. J J J W .� CENTER LINE " -7 _ _-' I POLYETHYLENE _ _ FL � � I N 5/8 DIA FOUNDATION ANCHOR - -..; IL v d VAPOR BARRIER d �t cV �1Z �� Z 1z 171 CT1 T Q GLG - CEILING BOLTS ®��2'-6" O.G. MAX. AND - N _ - C.M.U. - CONCRETE MASONRY UNIT _ \ x -+-' \ - Z CONT' - CONTINUOUS MAXI -0FROM CORNERS. 3,_6„ I x I x X W.P. FROM ABOVE TO SIT x X x x li v I I 0 G.T. - COLLAR TIE -KvI I -c^v - I DIRECTLY ATOP NEW I IIt I ^ I ^ N O U- COLLAR DBL. - DOUBLE � � ® I m I m HDR. ASSEMBLY. I m I c; I m I m 8055 HATCH DIA. - DIAMETER LEND: I INDICATES LOAD ^ ® a DECK JOIST ---, r .. PROVIDE SOLID WD. �� -DENOTES DECK > I m d BLOCKING AS REQUIRED N m BEARING WALL D.W. - D I5HWA5HER HOLD DOWNS (SEE L---J ABOVE (TYP) E EA. _ EACH DETAIL, THIS SHEET) I `;': — — - -1 (2)I-3/4"x11-1/4" G�T. Ll L DROP HDR. I rn ? E.E. EACH END --1: `ra..':,:,.'r :: 'r1.:. - - - - - - - - - - - - E.P. - EL.EGTRIG PANEL — — — ♦ -�- -� r� ;. r: ;.: .. - _ L_ .J 3 d EXT. - EXTERIOR 8'-4" 7�7" L- -� 6'_6" I- -1 q,-0„ L- _J 7'-q„ I- F.J. - FL.00R JOIST v F.P. - FIREPLACE WEATHER TYP. GONG. STOOP CONST: I I !L p — — — — — — — — — — — — FIRE RATED SELF CLOSING RE515TIVE _ I I = EXTERIOR SHEATHING TIE SLAB TO FOUND. WALL 4 ' t. ':.'' E•=, :y,:J': ':-";' 1r`� - ::'F; ' i:- Date Revision/Issue F.R.S.G. FTG' - FOOTING BARRIER „ :.; x- __ __ — — u� 6ALV. - &ALVANIZED BUIL.DIN& PAPER w/ 14" LONG #5 REBARS ® 24 D.G. USING NON-SHRINKr- - - - - - - - - - - - I I I q/16/21 ISSUED FOR PERMIT GI=NERAL CONTRACTOR PROVIDE GAP SIDING GROUT HDR. HEADER FOR DRAINAGE — — — — — — — — — — I 1 I S PER TO5 <_ „ =~.: r r. r, �.7 ;.•.r. - 4/8/22 REV 2 A5 PER T05 - PROVIDE 1/2 THICK CONT 'l. ty 1 :t' •1 #. I I r-rr. :1` .I;' �I. r;r,-� INSUL. INSULATION SEE FLOOR PLAN FOR ....: . ,... :. ;r: . :r> SLAB ON .�; :,1I- #'.:;<: '. .;. MANUF. - MANUFAGTURER DEGKING MATERIAL METAL FLASHING PRE-MOULDED FILLER — — - ( I - -+- --+ — 1— T -+ — 1— I 4/25/22 REV 3 A5 PER OWNER MEGH. - MEGHAN I GAL (51 ZE AND TYPE) BUILDING PAPER - - - - - - - - - - - - - - - - -j GRADE - - - - - -- - - - --- M.O. - MASONRY OPENING W/ DRIP EDGE HAUNCH GONG. SLAB - - - - - - - - - m AS REQUIRED FOR NEW Drawn By: O.G. _ O#�l CENTER O.H. OVERHANe 2" MIN. SLAB TO EXIST. EDN. I I I I Q DB o POURED CONCRETE P.T. FLOOR JOIST Ij" MIN. ASSEMBLY CONNECTION. n „ N PRESSURE TREATED SEE FRAMING PLAN FOR SIZE 2 MIN. 4 POURED LONG. SLAB N P.T. - r c :4 oe t y .. .... :. ARD W ITH 6 xb 10 10 WW a: RIDGE BO /R --j .B. - s RIDGE BEAM SEALANT ON 6" COMPACTED — — — — — — — — — — — — — — — — — — — — — — — — — R.BM. -- - - -- -- -- -- - - - - - - -- -- - 20-O�I� 2 X P.T. LEDGER BOARD II > (�Q' - REQUIRED a GRANULAR MATERIAL ON NEW P.G. CHEEK WALL FOR NEW 14'-0" a RF. - ROOF SECURED TO DWELLING WITH PROVIDE 51MP50N II : SPACER BEHIND g5% COMPACTED FILL STEPS ABOVE (TYP. FOR EA. SIDE) — — — — — — — — — — — — — — — — — — — — —— — Scale � s; MIN. 1/2"DIA. X4-1/2" LONG TECO JOIST R.R. - ROOF RAFTER ° alL a LEDGER BOARD OR VIRGIN SOIL. — — — — — — — — — — — — — — — — — — — — — — m R.T. - RAFTER TIE &ALV. LAG SCREWS ® I6 HANGERS (TYPJ P.G. STEPS TO GRADE - - - -- -- -- -- - - - - - - -- -- - A5 NOTED SPEGS' - SPECIFICATIONS O.G. STA&&ERED 4. a 4 A5 PER N.Y.S. GODS. (MAX T.M.E. - TO MATCH EXI5TIN6 METAL FI-p`SHING 825 RISER) • „ 7 TYP. - TYPICAL 47'-(�„ Date U.S. - UNDERSIDE 4 MIN. THICK POURED GONG. STEPS Q/1"1/20 V.I.F. - VE=RIFY IN FIELD W/6x6, 10/10 W.W.M. ON q5% GOMPAGTED WD. _ HOOD D POST GLEDOER FILL. PROI/'D #4 REBAR ® EA. STEP w/ U a MIN. 1-1/2" COVER Sheet# W.M. - WATER METER e A E.M. - ELECTRIC METER BOARD DETA I L ° ° FOUNDATION PLAN,6.M. - GAS METERA-5 N.T.5. SCALE: 1/4"=V-0" _ 'o - N ry0 U1 t U Qs_ 7 -1 -_-_ ••, DIRECT VENT OILER / FIREPLACE NOTES: UTILITY ROOM NOTES: BSTAIR NOTES: ��'r✓T �+ �c� WALL LEGEND GENERAL DEMOLITION NOTES -INSTALL DIRECT VENT 13011 -(xi7) TOTAL RISE ® ER 4 -PROVIDE I LAYER 5/8" FIRE RATED TYPE "x" EMER&ENGY ESCAPE AND RESCUE SMOKE ALARMS NOTES: t7.7q OPENINGS NOTE: PRE-FAB DIRECT VENT GA5 FIREPLACE GYP. BO. ON ALL WALLS 4 CEILINGS WITH-IN 7.,1 TM EA. (8.25 MAX. RISE) w/ 4, I G.G. SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO AS PER MANUFACTURER SPECIFICATIONS BOILER ROOM 4 1 LAYER 5/8" TYPE "X" GYP. IO"'TREADS SMOKE ALARMS � HEAT DETECTION Q z c; '�k- M Z PROCEEDING WITH THE WORK. ANY 015GREPANCY WHIGH IS FOUND MAINTAIN ALL MIN. CLEARANCES AS REQ'. BD. OPP. 510E ON ALL WALLS d CEILINGS EMERC-ENGY ESCAPE AND RESCUE SHALL BE INSTALLED IN ACCORDANCE G1 Q �`4G` NEW INTERIOR WALLS 21$x4" BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE ADJACENT TO LIVING SPACE A5 REQUIRED. OPENINGS SHALL BE PROVIDED IN WITH SECTION R314 OF THE 2020 W� s � a O :� BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY. -6.0. TO MAINTAIN MIN. be-all H. ACCORDANCE WITH SECTION R310 R.G.N.Y.5. CODE AND NFPA72. e - NEW EXTERIOR WALL5 2 xb -DIRECT VENT BOILER 4 PRE-FAB DIRECT HEADROOM 0 ALL LOCATIONS OF THE 2020 R.C.N.Y.S. ��( �0 1 �� WOOD 5TUD5 ® 161, O.G. 2. O.G. TO BE FAMILIAR WITH COMPLETE PROJECT VENT GA5 FIREPLACE TO BE SELECTED -PROVIDE NON COMB. MATERIAL 4AROUND NEW STAIRCASE S/ �P AND SET OF DRAWINGS AND THEIR INTENT BEFORE PROCEEDING WITH BY OWNER. CLEARANCES AROUND MECH. EQUIPMENT SMOKE ALARMS SHALL BE INSTALLED �� S 8310.2: EMER&ENGY ESCAPE AND IN THE LOCATIONS AS DETERMINED I� THE WORK. A5 PER R.G.N.Y.S. MANUF. REQ'T5. -NEW 3'-0" H. RAILING AS RESCUE OPENINGS. EMERGENGY PURSUANT TO SECTION 8314.3. iR 8 P.G. FOUND. WALL -PROVIDE IS NON COMBUSTIBLE HEARTH, ON 16 x8 P.G. FTG. 3. WHERE ELECTRICAL OR PLUMBING LINES ARE TO BE ABANDONED, AS INDICATED ON PLAN FOR FIREPLACE INDICATED ON PLAN (TVP. ESCAPE AND RESCUE OPENINGS .,,_ :,.4, ..,:. :.,,• ..:..;._ � -PROVIDE VENTING OF MECH ROOM A5 REMOVE ALL SUCH WORK. GAP OFF LINES LEGALLY AT FINAL AROUND NEW STAIR AND SHALL HAVE MINIMUM DIMENSIONS AS W w v ASSEMBLY PER N.Y.5. CODE 4 MANUF. RE075 FLOOR ASSEMBLY SPECIFIED IN THIS SECTION. CARBON MONOXIDE DETECTION o '' a o . 0 0 -- INACCESSIBLE PENETRATIONS. ALL NEW PLUMBING AND ELECTRICAL U. a - - F- Lu w WORK TO BE RECESSED BEHIND FINISHED SURFACES. ( w o W o w M �- -PROVIDE ADEQUATE VENTING OF -hIEW INTERIOR DOOR TO BE 3/4 SEE GEN. NOTE #7) SYSTEMS NOTES: o v w v w FIREPLACE / BOILER AREAS AS PER HOUR, FIRE RATED SELF CLOSING. 8310.2.1: MINIMUM OPENING AREA. � z y o D S O MANUFACTURER SPECIFICATIONS. - EMERGENCY AND ESCAPE NEW AND EXISTING RESIDENTIAL Qa v wo W v z = a f- p o� � RESCUE OPENINGS SHALL HAVE A BUILDIN65 AND COMMERCIAL w a a w w w w NET CLEAR OPENING OF NOT LESS BUILDINGS SHALL BE PROVIDED WITH °- w z THAN 5.7 SQUARE FEET. THE NET CARBON MONOXIDE DETECTION AND t9 w E n. o z o c� o o v DEMOLITION PERFORMANCE DISCLAIMER EXTERIOR WALL CONSTRUCTION NOTE: CLEAR OPENING DIMENSIONS NOTIFICATION IN ACCORDANCE WITH D = m uj � z o ul Z a REQUIRED BY THIS 5EGTION SHALL SECTION 915 OF THE 2020 FIRE CODE w F- w w o_ (nm w a. GENERAL NOTES: ALL EXTERIOR WALLS ARE DESIGNED AS "TYPE II" PERFORATED o E z z o z 0 BE OBTAINED BY THE NORMAL OF N.Y.S. THE PROVISIONS OF NFPA o w _ z cn z a o THE ARCHITECT AND/OR HIS CONSULTANTS ASSUME NO SHEARWALLS. SHEATHING TO BE MIN. I/2" WOOD STRUCTURAL Ix I.) PROVIDE "SIMPSON B SERIES" JOIST HANGERS RESPONSIBILITY FOR THE MEANS BY WHICH THE DEMOLITION IS PANELS ON EXTERIOR ATTACHED H/ SD COMMON NAILS ® 6" O.G. OPERATION OF THE EMERGENCY 720 AND THE MANUFACTURER'S i W a a C) W - w w a � „ ESCAPE AND RESCUE OPENING FROM INSTALLATION INSTRUCTION. = w �, o z �' � AT /ALL APPLICABLE LOCATIONS. AT PANEL EDGES AND 12 O.G. IN FIELD. EXTERIOR SHEATHING � x - x - = a PERFORMED. THE CONTRACTOR AND HIS SUBCONTRACTORS SHALL SHALL BE CONTINUOUS FROM BOTTOM PLATE TO THE UPPER TOP THE INSIDE. THE NET CLEAR HEIGHT REMOVE AND/OR PERFORM THE ITEMS NOTED AS SUCH ON THESE OPENING SHALL BE NOT LESS THAN CARBON MONOXIDE ALARMS SHALL DRAWINGS IN A PROFESSIONAL MANNER IN ACCORDANCE WITH PLATE, WITH ALL PANEL EDGES OVER FRAMING. HOLDOWNS ARE 24 INCHES AND THE NET CLEAR BE PROVIDED IN THE LOCATIONS 2.) ALL BUILT UP L\/L HEADERS TO BE "GOOD GENERAL PRACTICES". SHOULD IN THE EVENT ANY REQUIRED AT EACH END OF PERFORATED SHEAR WALL. WIDTH SHALL BE NOT LESS THAN 20 DETERMINED PURSUANT TO SECTION N BOLTED OR NAILED AS PER STRUCTURAL DAMAGE OCCUR WHILE INSTITUTING DEMOLITION INCHES. 915.3 OF THE 2020 FIRE CODE OF N in PROCEDURES, THE CONTRACTOR IS TO TEMPORARILY STABILIZE q N.Y.S. uj !�: E MANUFACTURER'S REQUIREMENTS. THE STRUCTURE TO A "SAFE" CONDITION AND NOTIFY THE N rN M ARCHITECT AND/OR ENGINEER IMMEDIATELY FOR RECTIFICATION. >: o i s 3.) DOUBLE ALL FLOOR JO I STS UNDER w Z N 3 au;� tim PARALLEL HALLS. -PAVER PATIO Z FOR POOL EQUIPMENT o M M GENERAL BUILDING NOTES: E- Er c° a� 4.) ALL HEADERS NOT I ND I GIFTED TO BE MIN. 1 TO BE HOOD CONNECTIONS AS PER � 5, a a a � m (2) 2 x8 DOUG. FIR. LARCH # 2. SHEET N-I 8 N-2. c N ~ 5.) DOUBLE ALL .JO I STS AROUND ALL STM R , FLOOR, GE I L I NC 2. ALL LUMBER TO BE P/� R �ATIOI DOUGLAS FIR LARCH # 2. m 5 DETAIL, SHE A-4 ROOF OPENINGS. (TVP.) PROVIDE 2"x12" P.T. RIM SECURE NEW HOLD DOWN 3 LLQ 3. I/2" GYP. BD. (TAPED m ! A JOIST AROUND DECK TO NEW (3)21$x4" CORNER m 2) 6.) ALL WOOD POSTS TO REGEIVE SOLID WOOD BLOGKING SPACKLED - 3 GOATS A-5 PLATFORM WOOD POST (TVP. MIN) ON ALL WALLS 8 12.0' BRAGS WALL REQURIED ® ALL LOCATIONS) O U DOWN TO FOUNDATION OR GIRDER BELOW CEILINGS o O TDOO 13.33' BRACE WALL PROVIDED ..� N KITCHEN �o I � .• -1 ) ALL NEW RAILING TO BE 3'-0" HIGH RAILING AS PER 4. NEW 3/4" PLYWD. SURFER. 12'-8" � NAILED 8 GLUED N.Y.S. GEODE. ( O.G. SPAGING AS TO NOT ALLOY PA55AOE _ Pos�D � - _ _ - _-__ - _ _ - - � � � OF l� 4 OR GREATER SPHERE.) GOLOR AND STYLE TO 5. PROVIDE P.T. LUMBER AT � � � _ 1 W ALL APPLICABLE 4' 4`'v II'-6" I6'-3" 17'-5" _ 41-41 BE SELEGTED BY OWNER LOCATIONS (SEE P.T. , I ATF3016 4 ABOVE 10 4 3-4 - 31-411 - 3 4 I �ATF3016 2 ABOVE i :_ :� ATF 016 LUMBER NOTES BELOW) ABOVE G�y,(Sp TF3016 ABOVE Gyp FWGDI 0611-4 GS- P II 4}S-WSP 2,_2, �� FwG 6061 I B VE 8) ALL NEW LEDGER BOI�RDS TO BE SECURED TO BW �'-2" AD 034 ADH3 34-2 6 TEP 1xrI I 6" TEP I i _ ADH 054 , gW 3 STRUGTURE w,/Y2" DIA. aALV. MTL. EXPANSION BOLTS OR 1-B 2)2"x8" HO (3) o R. 3)1-3/4"x11-1/4" LVL HDR. (3)2"x12" HDR. ( )2"x " HDR. I-B LING. SGREVS ® 16" O.G. (STAOeERED TOP 4 BOTTOM) P.T. LUMBER OT 75: " " dJ A/C m 8 0 3 2x6 2 x 54 10 3 2 xb 3 2 xb 2 2 xb > ' -ALL WD. JOISTS IN CONTACT .� O m cQ ALL GATHEDRAL GEILINGS TO REGEIVE &-1/4" R-50c WITH GONG. SHALL _ � PI�NTRY Llyt � 14'-2„ H.P. (E.E) 2O'-2" H.P. (E.E) WP. ��) 20'-6" H.P. (E.E) ? � o Q BE PRE55URE TREATED, p = - --A/C DECK _ IX C4 BATT INSUL. V/ "RAFT-R-MITE" BY OVENS GORNING PROVIDE P.T. JOISTS 1 4 „ „ 42 RANSE W/ HOOD = p� � 6 AS MANUF'D BY u.. DECK NEW 45" GAS BURNIN6 - r �} (2)2 xb I VENT HOOD m = u- O "BETTER HEADER" HORIZONTAL TO ALLOY FOR ADEQUATE VENTING. (AND/OR) P.T. BLOCKING AS _ FIREPLACE BY LENNOX - W.P. (E.E) TO EXTERIOR '� � tv= OR EQUAL, SEE to HOLD DOWN. ESTATE SERIES, REQUIRED (TVP. ® ALL A/C v J X DETAIL #I, SHEET A-4 = SEE DETAIL, MODEL MPD-45 OR I <= 10.) ILL EXTERIOR COLUMNS TO BE 8" SOUI�RE PLAIN PERMA�GI�ST LOCATIONS) KITCHEN u O N ® X SHEET A-I 2'-0" 4'-8" 3' I - AS MANUF D BY u- V EQUAL (SEE FIREPLACE Q GOLUMNS BY "HB 4 G" OR EG2UAL w/ TUSCAN GAP I TAL BIOSE -ALL CONNECTORS / � F,71 _ m ,- ,� X� �JI � � m � _ � 3 > BETTER HEADER N O NOTES THIS SHEET) C ONNECTI ONS I N CONTACT w/ W•C• � - OR EQUAL, SEE X= COLOR STYLE TO BE SELECTED BY OWNER. _ _ E.F. -i _ cv ® _ w APPROVED g ERNMUST BE 3' 10 DETAIL #2, SHEET A-5 � ry� -� v_ _ O _ W w Q - (2 2"A21 FLUSH HDR. H/ (U I x 11 ST. F.P. v N Gq p I.) ALL FLOOR FRI�MING TO BE T 12" O.G. AND MUST HAVE A FINISH 3'-6° H �- x - _-x � a�- H - -H _ = o , QQ r� I WITH EXTRA CORROSION _ CS O UNDER ALL BIRTHS / KITGHEN AREAS. � � cv ® � � � I(fj � GREI�T N�� \ � �} RESISTANCE OF EITHER 0 LAV. t^ (N CROSS HATCH X_ , _ w ROOM N ® (- STAINLESS STEEL, HOT-DIP m X - INDICATES LOAD !L -� U NOTE: &ALVANIZED(HD& OR ZMAX i tL - _ ALL WINDOWS TO BE HIGH PERFORMANCE INSULATING PROTECTION. dJ BENGH W/ w - - - (2)2"x12" FLUSH HDR. cV BEARING WALL 10'-O" GLC' HT. _ ti GLASS WINDOWS AS ��l MANUFACTURED BY "ANDERSEN" OR :� . STOR. B LOW ;, -, X ' EQUAL. DP30 A SERIES. (4 13/4 I-I/4 LVL FLUSH D _ _ - - - - - - - - - - - - - ABOVE (TVP) _ -� m V N W � w j ��` N �- - ly LEC-ELAlu -DENOTES - 5R CL 5' O WALL OVEN v - - II m - - - - „ „ z D of 0 z DWELLING HOLD L_J = DN.':' w s ° I I 41$x8" SOLID MIGROWAVE 1� !� O - - PEN TO �, m } I' (2)2 xb , O Q A- 1- ° COMBO - Ll - ABOVE W.P. (E.E) U� ABBREVIATIONS LEGEND DOWNS AS PER `� (2)2°x6° I I wD. POST x= - - -� ,� I �z �� a, L� �Z� - x o o o z m 48 _ W.P. (E.E AFF. - ABOVE FINISHED FLOOR DETAIL SHT. N-2 - - I I HD. P SOLID m (3)2"x4" " (2)2„x41$ (2)2"x8' HDR. ® - SEES STAIR NOTES, 4"x8" SOLID W.P. (E.E) - sQ�- < v AVG. - AVERAGE = Q- - S a ELEG. VAC. m u- - TH15 SHEET NO. POST I W.P. :, „ O 3 m p CANT - CANTILEVER LEGEND: T + x8 H , G.B. - COLLAR BEAM -DENOTES DECK Q -----� M. �- 4)I-3/4"XII-1/4" LVL FLUSH HDR. ' 3'-0" H. RAILING; F b o V __ ,,j 1' G.J. _ GEILIN& JOIST HOLD DOWNS (SEE -acv O �6 ?p + BIRTH Ho - LLI d G.L. CENTER LINE DETAIL, SHEET A-1) ►n ►u C' vUT1 (4)2 xb SEE GEN. NOTE (4)21$x4" 80 Q N � (Trp) W P• + BEDROOM +60 _ GL6' - CEILING -�� LLi p_ p 0 v 0 D 4"x8" SOLID W.P. �� O lJ v r-7i O G.M.U. - CONCRETE MASONRY UNIT w i HO. POST (3)I-3/4"x11-1/4" LVL FLUSH HDR. O J O CONT' - CONTINUOUS � � �� - - r� � lY t� � _ - E.F. i N G.T. - GOIJ_AR TIE BRACED WALL CALCULATIONS x - VENT DRYER O = m ,: A-5 PROVIDE "slr•IPsoN" DT`72z GENERAL DEMOLITION NOTES HOLDDOWN o EA. HANDRAIL ��\O��RE .I �Oy WALL LEGEND PROVIDE WINDOW FALL 12-8 POST. (SEE DETAIL, SHEET A-I) G.G. SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO PROTECTION AS REQ'D. 5/4"xb" Q m 1' PROCEEDING WITH THE WORK. ANY DISCREPANCY WHICH IS FOUND P.T. yyp, 3'-0" H. WIRE RAILING; a ' (SEE WINDOW NOTE, p Z M NEW INTERIOR WALLS 2"x4"�1 BROUGHT TO THE ATTENTION OF THE ARCE PLANS AND ACTUAL FIFI HITECT ITIONS IMMEDIATELY. BE _ #I (TMSEE �. NOTENEW EXTERIOR WALLS 2 xb = THIS SHEET) 47_6 DECKING NEW CANZ:4 WOOD STUDS ® 16" O.G. 2. ANDETBEF DMILIAR HITH AND THEIR E PROJECTENT BEFORE PROCEEDING WITH = 2'-0" _6 9 4 ADH 054 a 4 21-011 DH 05 21-011 O AAN 020 11 a-O11 J. THE WORK. BW S-W5 ADH3054- (E6 55) (E6 E55) S-WS (EG ESS 5-W5 FW G 60611 S_ 8" P.G. FOUND. WALL - - - - - - (TEMP RED) E2 TEP ON 16 x5" P.G. FTG. 3. WHERE ELECTRICAL OR PLUMBING LINES ARE TO BE ABANDONED, I (2)2"A2" HDR. / ( 2x8 HD O2 xa HD (2)2 xl2 HDR. 2_G c _ � z REMOVE ALL SUCH WORK. GAP OFF LINES LEGALLY AT FINAL I I -- - - - - - _ _ _ I TUB I I'-10" m Ui w a: 0 1- - - -- -- - - - -- - r i n i u i u ® I O 0 .O' - 0 -- INACCESSIBLE PENETRATIONS. ALL NEW PLUMBING AND ELECTRICAL I I I'-10" 2' " 12-O 2 5-0 w - I w a - I•- w w LWu WORK TO BE RECESSED BEHIND FINISHED SURFACES. i I _ I (3)2"xb" I I I (2)2"x4" I o (3)2"x6" I I w o W o F o a W.P. (E.E) I tY I W.P. (E.EJ I W.P. (E.E) v I z m � _ >. _m o Dm U0- LU I I I I I I (D I V� I I W00WW < 0Wz = z0 � `j �' -- -- - - � I WWI- Q- < Wm _ wl_• ulw �I I BEDROOM I 4 E.F. W.0 - - - -- - - tY I I� 0PROVIDE NEW I I N GI . crl v0 I x I PROVIDE NEW � O I I c�� a � Om � z = DEMOLITION PERFORMANCE DISCLAIMER I I o "GOR-A-VENT" = I J - m O q�-O" TRAY L, I B/�TH MASTER "GOR-A-VENT"o= I I z a = w ° W 1- 0000C.) x - V-300 DONT _ BEDROOM I o I -7- I `` BEDROOM V-300 CONT x I I uv-. w w o m w 1= O v x I x GAG' HT. I ' m a I N ® RIDGE VENT I I O I I iv ® I - moo f- - � GENERAL NOTES:_ THE ARCHITECT AND/OR HIS CONSULTANTS ASSUME NO I (SEE DETAIL, ! (2)2"x4" • (CATH. GLC') _ RIDGE VENT iv ® ! I w z z cn z o x = ! %v I o= ct'-0" TRAY x - I W P. (E E) 0+� - (SEE DETAIL, I.) PROVIDE "SIMPSON B SERIES" JOIST HANGERS RESPONSIBILITY FOR THE MEANS BY WHIGH THE DEMOLITION IS I I SHEET A-4) I N ® G�6 f�T.- yz I /-- - - - _ - - -•_ - II'-6" GLC' HT. SHEET A-4) I = w o z co O AT ALL APPLICABLE LOCATIONS. PERFORMED. THE CONTRACTOR AND HIS SUBCONTRACTORS SHALL I I O I \ \ +6e\ lL V. `REMOVE AND/OR PERFORM THE ITEMS NOTED A5 SUCH ON THESEDRAWINGS IN A PROFESSIONAL MANNER IN ACCORDANCE WITH I NEW5TAIRGA51E I 1� llx11 3'-0" H. RAILING;I (2)2 xa HDR2)2 xa H R. = O „ SEE GEN. NOTE 2.) ALL BUILT UP L\/L HEADERS TO BE GOOD GENERAL PRACTICES". SHOULD IN THE EVENT ANY I SEE STAIR NOTES, - 251-211 • O= N STRUCTURAL DAMAGE OCCUR WHILE INSTITUTING DEMOLITION 1 v v I THI5 SHEET + • ? v (2)2"x4" co (TYPJ x V I I c N BOLTED OR NAILED AS PER o 1. „ - - -- - - - - - 6e 0 o a'-o"_GL6' HT. b+ _ ® " 11 O I N �, _ I PROCEDURES, THE CONTRACTOR IS TO TEMPORARILY STABILIZE I _ I-3/4 xl4 �� \ 17R = W.P. (E.E) rL N I-3/4 xl4 _ I ui � E MANUFAGTUR .R S REQUIREMENTS. THE STRUCTURE TOA SAFE CONDITION AND NOTIFY THE 1 \0� LVL R.B. 2 2 xa HDR. DN O�p -- - - - - -- - - - LVL R B. I (j T N M 0 ARCHITECT AND/OR ENGINEER IMMEDIATELY FOR RECTIFICATION. 11 iv tOx b e = x I >: G ; s I I 2x6 P. 14'-016 = w �? w _ ivy I I uizN (o 2 3.) DOUBLE ALL FLOOR JO I STS UNDER _ 3'-4" 3' 6" _ (221-3/4"x16" LVL UPSET FLUSH HDR. m (2)2"x4" I I a w I*- ~ CO PARALLEL WALLS. I I ? v u+ 0 = - - - - - - - -- - - - -, z IK N it _ z c, N N �' W.P. (E.E) p v I GENERAL BUILDING NOTES: I iv - OBATH (4)2" 4" I�� f ° �' �' C)LAV. I p OPEN TO IY 2 • „ „1O0� � cV W.P. E.E I= w - La 2 2 xa HDR. w w v4.) ALL HEADER_i NOT INDIGATED TO BE MIN. I. ALL WOOD CONNECTIONS I x _ BELOW 0- u =I =_ I I -J ,- a LL 2 IIa TO BE STRAPPED AS PER - = u (2)2 x4 ° I „ " I ? - - - - -(2) 2x8 DOUG. FIR. LARCH # 2. SHEET N-I N-2. ( 1 cY 3 WP• (EE PROVIDE 2 AO" ° QI� �I v � � 61 O " 6 e 5 !L P.T. LEDGER ( O - cD m 2. ALL LUMBER TO BE I= _ x6 P. z 1= BOARD, SECURED u_1 I W.I.G. \& v v I _ O 5.) DOUBLE ALL JOISTS AROUND ALL STAIR , FLOOR, GE I L I NG t o I 13 - I x- I x x o l o O x - (2)2"x&" Q I- TO STRUG. (5EE GEN. OI - ROOF OPENINGS. (TVP.) DOUGLAS FIR LARCH # 2. I I ® HDR I I-x NOTE #a) xl ® I N N O I x I 1- - - --- - -- -- ` �� i (3)2"xb" iv I x I i 3. 1/2 GYP. BD. (TAPED 4 I PROV'D R-3b ATTIC b+ 20-10 nl © e SPAGK-ED - 3 GOATS I I STAIR INSULATION GO I�' x IW.P. (EE �I I • 6.) ALL WOOD POSTS TO REGEI\/E SOLID WOOD BLOGKING I NEW ROOF - 2 2"x12" HDR. 5'-2" 4 38 4 - ,_O„ NEW ROOF MIN) ON All WALLS 1,-0„ I I I AIR SEALING KIT BY I 2x6 P.D. (SEE ROOF GOV. DOWN TO FOUNDATION OR GIRDER BELOW CEILINGS (SEE ROOF COV. I "THE ENERGY GUARDIAN" I �. II I L RAKE NOTES, THI5 SHEET) I OR EQUAL �/ / I BW DH O- B I (2)2"xa" HDR. NOTES, THIS SHEET) I I RAKE „ ° II'-b" GLC' HT. J 4. NEW 3/4" PLYWD. SUBFLR. _ _ _ _ _ _ Q (3)2 xb (3) xb \,,2-IB -- - - - A �1.) ALL NEW RAILING TO BE 3 -O HIGH RAILING AS PER L _ _- - - - - - �- = iI w.c. I N.Y.S. CODE. ( O.G. SPACING AS TO NOT ALLOW PASSAGE NAILED GLUED o 1 BEDROOM Hp. ( . I I _b„ w.P• W 2'- I MASTER �P. ( -- -- - - - - � W.P. (E.E) I w G -WS s- P LAV. (E.E) OF A 4" OR GREATER SPHERE.) COLOR AND STYLE TO 5. PROVIDE P.T. LUMBER AT - -I cl'_O" TRAY I _p I '-ci" a'- _ I BATH r. ALL APPLIGABLE CATH. CEILING NOTE: O= I G1 , I-TT-. - -� I 4.q RAGE LL REQ IED O �O I LI-i I 36x50 O? BE SELECTED BY OWNER LOCATIONS (SEE P.T. _ PROVIDE 2 xl0 (n _ I® 2"xa" G.J. E.F. SHO ! O „ (3)2"x6" I 4 _ _ _ _ _ _ _ _ _ _ _ _ dJ ® I6 O.G. - PROVIDE 2 xl0 0 U PROVIDE NEW WD. FURRING �� O I 5.0 BRAGS L PROM ED dJ O LUMBER NOTES BELOW) STRIPS ® I6" O.G. A5 REQ' BOARD SECURED I W.P. (E.E) 2"x10" G.J. I I - - - - _ _ _ - _ _ - _ (L ! I P.T. LEDGER 8.) ALL NEW LEDGER BOARDS TO BE SECURED TO TO ALIGN FIN15HED CATH. PR D 2 xb iY PROVIDE I I BOARD, SECURED STRUCTURE w/Y211 DIA. GAL\/. MTL. EXPANSION BOLTS OR CEILING ABOVE TO 5TT?UG. (SEE ® 16 O.G. I „ tLl TO E #5) (SEE GEN. �� II GEN. NOTE #8) - - - ,r - - - - :, _ E NEW � W.P. (E.E)� � NOTE #b) LAG. SCREWS © 16 O.G. (STAGGERED TOP � BOTTOM) P.T. LUMBER NOTES: ZB \ 2 K WALL O "GOR-A-VENT" -ALL NO. JOISTS IN CONTACT Byy 2 2 xI2 HDR BW ON AS REQ'D x X-5 AS REQ'D BW II WITH GONG. SHALL STAIR NOTES: - - (SEE DETAIL - q.) ALL CATHEDRAL CEILINGS TO RECEIVE 8-I/4 R-30c -(xl7) TOTAL RISE ® t�:iq" 2-A 4- - 2_ NEW ROOF 2_ - 4- 2-A BE PRESSURE TREATED, 2 6" 2- SHEET A-4) 6" 2'-6" ROOF COVERING NOTES: BATT INSUL. W/ "RAFT-R-MATE" BY OWENS GORNING PROVIDE P.T. JOISTS EA., (a.25 MAX. RISE) w/ GS W5P (EG 55) GS- P SRi�HEFT) WSP (TEMP RED) GS-WSP -ROOF SLOPE (>4:12 4 UP): TO ALLOW FOR ADEQUATE \/ENTING. (AND/OR) P.T. BLOCKING AS 10 �`�' �- -6 NOTES, 7'- 7'-6" 30 YR. ASPHALT ROOF 0 2"xa" R.R. 2"xa" R.R. W O SHINGLES ATOP 30# BLDG. REQUIRED (TYP. 0 ALL -6.G. TO MAINTAIN MIN. 6'-&" H. I'-o" _ - - I'-o" FELT, ATOP PLYWD. AS LOCATIONS) 'L- d)� ® I6 O.G. ® I6 O.G. d��p - 10.) ALL EXTERIOR COLUMNS TO BE 8" SQUARE PLAIN PERMAGAST HEADROOM 0 ALL LOCATIONS RAKE x - COL. BELOW x RAKE INDICATED ON SECTION. AROUND NEW 5TAIRGASE 6 N HDR. BELOW r HDR. BELOW - COLUMNS BY "HB$G" OR EQUAL w/ TUSCAN CAPITAL $ BASE -ALL CONNECTORS / - J - _ - - - _ - - - - - - _ - - - - - - - - - - (n'PICA� - - - - - - - -ROOF SLOPE LT - 4:12): 30 YR. ASPHALT ROOF CONNECTIONS IN CONTACT w/ LIEN 3'-0" H. RAILING AS 5HINOLE-5 ATOP (2) LAYERS COLOR STYLE TO BE SELECTED BY OWNER. AGO (P.T) LUMBER MUST BE INDICATED ON PLAN (TYP. _ APPROVED BY MANUF', 7 - OF 30# BLDG. FELT w/ I: AROUND NEW STAIR AND O= 211-211 _ O= OVERLAPPED SEAMS, ATOP Q I I.) ALL FLOOR FRAMING TO BE AT 12 O.G. AND MUST HAVE A FINISH FLOOR ASSEMBLY ' O PROVIDE NEW TOTAL (2)2"xa" O PLYWD. A5 INDICATED ON WITH EXTRA CORROSION ILS UNDER ALL BATHS / KITCHEN AREAS. (5EE GEN. NOTE �1) 4.ci5' BRACE WALL REQURIED ROOF LEDGER BOARDS 2" e," - 4.c[5' BRACE WALL REQURIED SECTION. W RESISTANCE OF EITHER 5.0' BRAGS WALL PROVIDED END OF THE BEARING EDGE OF 5.0' BRACE WALL PROVIDED -ROOF OPE 0.5:12 - 2:12 : In STAINLESS STEEL, HOT-DIP -"LIBERTY" SELF ADHERING NOTE: GALVANIZED(HDG OR ZMAX /'� THE NEW R.R. "LAY ON FLAT" A (� ALL WINDOWS TO BE HIGH PERFORMANCE INSULATING PROTECTION. 5EVOND FLOOR FLAN LOW SLOPING ROOF 5�Y5TEM GLASS WINDOWS AS MANUFACTURED BY "ANDERSEN" OR A-5 BY "OAF", INSTALL AS, PER Z ry EQUAL. DP50 A 5ER:IE5. DENOTES HARD WIRED INTERCONNECTED SCALE: I/4"=1'-O" MANUF' SPEG'S. ATOP 'PLYWD. to LEGEND: O SMOKE 4 CARBON MONOXIDE DETECTOR A5 INDICATED ON SECTION p -DENOTES - w/ BATTERY BACKUP A z - L-J -COLOR d STYLE TO BE � � } Z DWELLING HOLD �,'I DENOTES 80 G.F.M. EXHAUST FAN SELECTED BY OWNER N ABBREVIATIONS LEGEND DOWNS A5 PER E.F. VENT TO EXTERIOR 4It VTR DETAIL 5HT. N-2 AFF. - ABOVE FINISHED FLOOR � a � V AVG. - AVERAGE 2x3 INC ROOF LINE z CANT' - CANTILEVER _ m G.B. - COLLAR BEAM EXTERIOR WALL CONSTRUCTION NOTE: �� --T-"- - 2" G.J. - CEILING JOIST ALL EXTERIOR WALLS ARE DESIGNED AS TYPE I i PERFORATED _-__ ----I- I --T --j---_ _ w �1-- SHEARWALL5. SHEATHING TO BE MIN. 1/2" WOOD STRUCTURAL T I I 1- - C.L. - CENTER LINE - N GLC' - CEILING PANELS ON EXTERIOR ATTACHED W/ aD COMMON NAILS 0 6" O.G. r-1/2" 11-1/2" II-1/2" i1-1/2" II-1/2" 11-1/2" 11-1/2" 11-1/211 11-1/2" 11-1/2" 11-1/2" 11-1/2" 0 � � G.M.U. - CONCRETE MASONRY UNIT AT PANEL EDGES AND 12" O.G. IN FIELD. EXTERIOR SHEATHING 1 CONT' - CONTINUOUS BRACED WALL CALCULATIONS SHALL BE CONTINUOUS FROM BOTTOM PLATE TO THE UPPER TOP �, G.T. - COLLAR TIE PLATE, WITH ALL PANEL EDGES OVER FRAMING. HOEDOWNS ARE �' DBL. - DOUBLE REQUIRED AT EACH END OF PERFORATED SHEAR WALL. 1 I I 1 1 1 !Y 1 ( I 1 (Y Q DIA. - DIAMETER SECOND FLOOR 1 I I I I u� Z a D.J. - DECK JOIST I LAV ( LAV LAV 1 O I ( 1 LAV LAV I 30 D.W. - DISHWASHER TUB I I TUB W E EA. - EAC14 BRACED WALL LINE 2-A 2-5 2-G WG WG WG E.E. - EACH END VENTS NOTE, TABLE P3201 .7 1 1 N z SIZE OF TRAPS FOR PLUMBING FIXTURES I E.P. - ELECTRIC, PANEL R602.10.3 RQUIRED LENGTH OF BRAGING FLOOR LINE •a EXT. - EXTERIOR VENT 5YST EM5 SHALL BE PROVIDED I I E L F.J. - FLOOR JOIST IN ACCORDANCE WITH CHAPTER 31 OF TRAP SIZE 3" 1-1/2" 2" 1-1/2" 1-1/2" 3" 211 I I 211 1-1/2" 1-1/2" 3" 211 o F.P. - FIREPLACE R602.10.3(I) 4.0' 4.0' 4.0' THE 2020 R.G.N.Y.S. PLUMBING FIXTURE MINIMUM F.R.5.G. - FIRE RATED SELF CLOSING Date Revision/Issue (INCHES) GO I I FTG' - FOOTING P3101.1: GENERAL. GO 1{/16/21 ISSUED FOR PERMIT 6ALV. - GALVANIZED R602.10.3(2) - THI5 CHAPTER SHALL GOVERN BATHTUB (WITH OR WITHOUT SHOWER HEAD 411 @ 1/4" PER/FT I I 4" ® 1/411 j�ER/FT G.G. - GENERAL CONTRACTOR THE SELECTION AND INSTALLATION AND/OR WHIRLPOOL ATTACHMENTS) 1-1!2 2/28/22 REV I AS PER T05 HDR. - HEADER OF PIPING, TUBING AND FITTINGS FOR 1 I NOTE: I. EXPOSURE CATEGORY 1.00 1.00 1.00 „ 4/8/22 REV 2 A5 PER TOS INSUL. - INSULATION VENT 5Y5TEM5. THIS CHAPTER SHALL Z NEW FIXTURES TO COMPLY W/ NEW YORK MANUF. - MANUFACTURER CONTROL THE MINIMUM DIAMETER OF BIDET I-I!4 2"_ __ J L- __ -r- 1 STATE D.E.G. REQUIREMENTS FOR 4/25/22 REV 3 AS PER OWNER MECH. - ME014ANIGAL 2. ROOF SAVE TO RIDGE HEIGHT 1.00 1.00 1.00 VENT PIPES, CIRCUIT VENTS, BRANCH CLOTHES WASHER STANDPIPE 2 _-- ---'-�'- I 1 CERTIFIED WATER SAVING PLUMBING M.O. - MA50NRY OPENING VENTS AND INDIVIDUAL VENTS, AND -- - ( FIXTURES Drawn By: _ 4) O.G. - ON CENTER THE SIZE AND LENGTH OF VENTS AND DISHWASHER (ON SEPARATE TRAP) 1-IQ r-1/216 " �1-1/2" 1-1/2" 11-1/2" 11-1/211 II-1/2" 11-1/2" 11-1/2" ry O.H. - OVERHANG 3. STORY HEIGHT OA5 OA5 O.cI5 VARIOUS ASPECTS OF VENT STACK5 FLOOR DRAIN 2 i i i 1 ALL DRAINAGE � VENT PIPING SHALL DB ry P.G. - POURED CONCRETE AND STACK VENTS. ADDITIONALLY, COMPLY WITH ALL LOGAL BUILDING P.T. - PRESSURE TREATED THIS CHAPTER REGULATES VENT KITCHEN SINK (ONE OR TWO TRAPS, WITH I ( I 1 1 ( I GODES. DOMESTIC WATER PIPING Project# 4. NUMBER OF BRACED WALL LINES 1.30 1.00 t.00 R.B. - RIDGE BOARD GRADES AND CONNECTIONS, HEIGHT OR WITHOUT DISHWASHER AND FOOD I-I!2 I I SHALL BE TYPE "L" COPPER, TYPE 3 RBM. - RIDGE BEAM ABOVE FIXTURES AND RELIEF VENTS WASTE DISPOSER) UTDOO LAY ( LAY KITCHEN DW "K" WHEN BELOW GRADE. DRAINAGE 20-Og7 a REQ' _ ��Jlp 5. ADDITIONAL a00 POUND HOLD-DOWN FOR STACKS AND FIXTURE TRAPS, SINK I SINK 3" ' NA NA NA LAUNDRY TUBS (ONE OR MORE WASTE, VENT ABOVE GRADE F.A.I. �, �, - ROOF DEVICE AND THE VENTING OF SUMPS AND I-I!2 WASH R.R. - ROOF RAFTER 5EWER5.P3103.2: FROST CLOSURE. COMPARTMENTS) WG 1•,1G SHALL BE SCHEDULE 40 P.V.G. OR Scale GREATER. ` R.T. - RAFTER TIE 6. INTERIOR GYPSUM BOARD NA NA NA - IN CLIMATES WHERE THE LAVATORY I-I!4 A5 NOTED G 5PEG5' - SPECIFICATIONS c".5-PERGENT VALUE FOR OUT5IDE FLOOR LINE o T.M.E. - TO MATCH EXISTING DESIGN TEMPERATURE IS O°F (-180G) SHOWER (BASED ON THE TOTAL FLOW 1-1/2" I-I/2" 3" 2" 211 I-I/2" 3" 1-1/21' Date 7 1. GYPSUM BOARD FASTENING NA RATE THROUGH SHOWERHEADS AND TYR - TYPICAL OR LE55 (A5HRAE cr.5-PERCENT U.5. - UNDERSIDE COLUMN, WINTER, SEE CHAPTER 3), BODY5PRAY5) q 17/20 Y.I.F. - VERIFY IN FIELD b. HORIZONTAL BLOCKING NA NA NA VENT PIPES INSTALLED ON THE H.P. - WOOD P05T EXTERIOR OF THE STRUCTURE SHALL 5.FLOW RATE: GO 4" i/4" PER/FT TO NEW Sheet# WOOD BE PROTECTED AGAINST FREEZING M GPM AND LE55 I-1,2 W.M. - WATER METER REQUIRED LENGTH OF BRACING 4AW 4A5' 4.c15' MORE THAN 5.7 GPM UP TO 12.3 GPM 2SEPTIC SYSTEM E.M. - ELECTRIC, METER BY INSULATION, HEAT OR BOTH. VENT MORE THAN 12.3 GPM UP TO 25.5 CPM 3 5ANITAR)'00 ) SE DIA. 3 G.M. - GAS METER TERMINALS SHALL BE PROTECTED MORE THAN 25.5 GPM UP TO 55.6 GPM 4 8602.10.5 MINIMUM LENGTH OF BRACED " FROM FROST CLOSURE IN WALL PANEL 24 24 24 ACCORDANCE WITH SECTION P3103.2. FOR 51: 1 INCH=25.4 mm,16ALLON PER MINUTE=3.7&5L/m. SCALE: N.T.S. ° 'o N O 7 ° s U i 3 SGT � GENERAL DEMOLITION NOTES WALL LEGEND 1 G.G. SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO $ "°�00 PROGEEDINO WITH THE WORK. ANY P15GREPANCY WHIGH IS FOUND z d M Z NEW INTERIOR WALLS 2"x4" BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE ww - = A �: i1 BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY. I'-2" Y O " A-5 —. NEW EXTERIOR WALLS 2 x6 pyo WOOD STUDS ® I6" O.G. 2. G.G. TO BE FAMILIAR WITH COMPLETE PROJECT -0" I6'-8" sj� AND SET OF DRAWINGS AND THEIR INTENT BEFORE PROCEEDING WITH THE WORK. `=�:• : - ,.: .;.: 8" P.G. FOUND. WALL �' - - -- -- - _-_ti-- -- - -Y- - -- - y'�- - - - - — — — — —— — — — — — — — -- - — — — — — —— — - - - - - - - - .� ,.. � _ _ ON 16"x8" P.G. FTG. 3. WHERE El FGTRIGAL OR PLUMBING LINES ARE TO BE ABANDONED, " " _ 2" " - - - - - - - - - - - - - - - - - - - - - - - - - - I I- 2 xl0 R.R. ® _ 2 xl0 R.R. 2 xl0 R.R. 2 xl0 R.R. w w a z REMOVE ALL SUGH WORK. GAP OFF LINES LEGALLY AT FINAL ® 16" O.G. @ 16" O.G. -47 ® I b" O.G. @ I6" O.G. I I o F- o INAG-GE551BLE PENETRATIONS. ALL NEW PLUMBING AND ELECTRIGAL _ _ w w o y = _ WORK TO BE RECESSED BEHIND FINISHED SURFACES. I I I � � <i m I I wcWowM�WaarF- e: zmo � � o tY . � II W00W � a0n�. Z = z ~ 1 m i dv NEW ROOF m> I I a � zoaIx � Ww ~ NW (SEE ROOF COV. I I � Novoo = O 0 NOTES, THIS SHEET) z a D w 00 -0 W U Ce DEMOLITION PERFORMANCE DISCLAIMER I { \/' X ® I I LL m W W o o m W Q NERAL NOTES: { I (V PROVIDE NEW GOR-A-VENT ' i Ca a - a o o 0 y 'x GE _ THE ARCHITECT AND/OR HIS CONSULTANTS A55UME NO I I V-300 CONT' RIDGE VENT n w z z a E a w LL 0: E 1.) PROVIDE "SIMPSON B SERIES" JOIST HANGERS RESPONSIBILITY FOR THE MEANS BY WHIGH THE DEMOLITION IS NEW ROOF I I (SEE DETAIL, TH15 SHEET) Cn a 2 u. a � NEW ROOF SWM oz _ _ o AT ALL APPLICABLE LOCATIONS. PERFORMED. THE CONTRACTOR AND HIS SUBCONTRACTORS SHALL BELOW I I PROVIDE NEW, TOTAL (2)2"X10" PROVIDE NEW, TOTAL (2)2"X10" I BELOW a REMOVE AND/OR PERFORM THE ITEMS NOTED AS SUCH E THESE (SEE 2ND FLOOR I I ROOF LEDGER BOARDS (1) ® EA. ROOF LEDGER BOARDS (1) ® EA. I I (SEE 2ND FLOOR DRAWINGS INA PROFESSIONAL MANNER IN ACCORDANCE WITH PLAN, SHEET A-3) I I END OF THE BEARING EDGE OF F-; �j END OF THE BEARING EDGE OF v I ( PLAN, SHEET A-3) 2.) ALL BUILT UP LVL HEADERS TO BE GOOD GENERAL PRACTICES . SHOULD IN THE EVENT ANY I I THE NEW R.R. "LAY ON FLAT" v O :� THE NEW R.R. "LAY ON FLAT" v O N STRUCTURAL DAMAGE OCCUR WHILE INSTITUTING DEMOLITION 1-3/4 x14 LVL R.B. I I BOLTED OR NAILED AS PER �_ 00 N ti PROCEDURES, THE CONTRACTOR 15 TO TEMPORARILY STABILIZE MANUFACTURER'S REQUIREMENTS. THE STRUGTURE TO A "SAFE" CONDITION AND NOTIFY THE I I cV ® � � N ® I I P � N M V ARCHITECT AND/OR ENGINEER IMMEDIATELY FOR RECTIFICATION. I I O PROV'D 2"x4" 11 r N 3.) DOUBLE ALL FLOOR JO 1 STS UNDER I I � � x- KNEE WALL { { > Z a` I (Y ® - - - -- - - - BELOW AS REO V Q V N N m PARALLEL 1^1ALL5. I { o O r = _ - - -- - - -- - - -, I 1 I o < M M GENERAL BUILDING NOTES: ROOF COVERING NOTES: I I x I I ../') w w `v�° CD 4.) ALL HEADERS NOT INDICATED TO BE MIN. I. ALL WOOD CONNECTIONS -ROOF SLOPE (>4:12 4 UP): 2'-O�� { �`I ® d v I I I I I 2' v" _j � a 2 „ „ TO BE STRAPPED AS PER 30 YR. ASPHALT ROOF RAKE I I _ O I I I I I I RAKE v a m (2) 2 x8 DOUG. FIR. LARCH # 2. SHEET N-I N-2. SHINGLES ATOP 30# BLDG. FELT, ATOP PLYWD. AS I { x - I v I I I to 2. ALL LUMBER TO BE I a p I I 5.) DOUBLE ALL JOISTS AROUND ALL STAIR , FLOOR, GEILING INDICATED ON SECTION. a-1 -1/2 DOU6LA5 FIR LARCH # 2. -ROOF SLOPE (2:12 - 4:12): I - O ROOF OPENINGS. (TVP.) I I I X - PL. T. .FI 30 YR. ASPHALT ROOF 3. PROVIDE P.T. LUMBER AT SHINGLES ATOP (2) LAYERS I I 6.) ALL WOOD POSTS TO REGE I VE SOLID WOOD BLOGK I NG ALL APPLICABLE OF 30# BLD6. FELT w/ I I I I I • LOCATIONS (SEE P.T. DOWN TO FOUNDATION OR GIRDER BELOW LUMBER NOTES BELOW) OVERLAPPED SEAMS, ATOP I I 2"xb' G.T. L - - - - - - - - - - - - - - PLYWD. AS I ND I GATED ON (�- - - � 2"xb' G.T. Q" SECTION. I I ® I6' O.G. ( I { i - PROVIDE NEWS I 12 I" i 01610.0. 7J ALL NEW RAILING TO BE 3'-0" HIGH RAILING A5 PER . 2 - I I 1 I PROVIDE NEW N.Y.S. CODE. ( O.G. SPACING AS TO NOT ALLOW PASSAGE P.T. LUMBER NOTES: -"LIBERTY" SELF ADHERING I I = GOR A VENT I = i _ " " Q LOW SLOPING ROOF SYSTEM { = I GOR-A-VENT „ -ALL NO. JOISTS IN CONTACT �� I I '�' g V-300 CONT I O I '�'� V-300 CONT ( I � w OF A 4 OR GREATER SPHERE) COLOR AND STYLE TO WITH GONG. SHALL BY GAF , INSTALL AS PER I I x lY RIDGE VENT { I = p I I x W RIDGE VENT BE SELECTED BY OWNER BE PRESSURE TREATED, MANUF' SPEG'S. ATOP PLYWD. I I J (SEE DETAIL, I I I I J (SEE DETAIL, AS INDICATED ON SECTION m> m> u PROVIDE P.T. JOISTS THIS SHEET) I I I I � J THIS SHEET) I (AND/OR) P.T. BLOGKIN6 A5 2-O 11 2'-0" 2'-0" 11 O.H." 0 8.) ALL NEW LEDGER BOARDS TO BE SECURED TO REQUIRED (TYP ® ALL -DOLOR 8 STYLE TO BE O.H. *--F- O.H. O.H. STRUCTURE w/Y2" DIA. GALV. MTL. EXPANSION BOLTS OR LOCATIONS) SELECTED BY OWNER 2x6" R.R. 2 161 R.R. I I 2x10 R.R. 2 x10 R.R. " O.G. STAGGERED TOP � BOTTOM i I ® I b° O.G. ® 16° O.C. I I I I ® 16° O.C. ® 16° o.C. LAG. SGREWS ® 16 ( ) J I I L -ALL CONNECTORS / I L — -- CONNECTIONS INCONTACT w/ BUILDING NOTE: - - -- -- - - - - - - - - _ -_ J L_ � _ _- - -_ __ _- - q.) ALL CATHEDRAL GEILIN05 TO RECEIVE &-1/4" R-30c AGO (P.T) LUMBER MUST BE MAINTAIN UPLIFT CONNECTIONS BATT INSUL. W/ "RAFT-R-MATE" BY OWENS GORNING APPROVED BY MANUF', ® RAFTER ENDS AT NAILING TO ALLOW FOR ADEQUATE VENTING. AND MUST HAVE A FINISH PAD. TYP. FOR ALL FALSE NEW ROOF WW 2 WITH EXTRA CORROSION VALLEY CONNECTIONS. AL5O Q Y RE515TANGE OF EITHER MAINTAIN VENTILATION - BELOW = 10.) ALL EXTERIOR COLUMNS TO BE S" SQUARE PLAIN PERMAGAST STAINLESS STEEL, HOT-DIP (SEE 2ND FLOOR 6ALVANIZED(HDG OR ZMAX A COLUMNS BY "HB$G" OR EQUAL w/ TUSCAN CAPITAL BASE PROTECTION. PLAN, SHEET A-3) A-5 COLOR 4 STYLE TO BE SELECTED BY OWNER. :: PF5 FASTENIN6 SYSTEM, I I.) ALL FLOOR 1=RAMING TO BE AT 12 O.G. BRICK PAVERS, INSTALL AS MANUFACTURED ¢ ¢ ROOF FLAN AS PER Nr,> BE SPEG'S - UNDER ALL BATHS / KITCHEN AREAS. BY BETTER HEADER 4" Ib" I6° I-I/2" SAND BED OR EQUAL, STAGGERED NOTE: TOP $ BOTTOM 0 I6" O.G. w ALL WINDOWS TO BE HI&H PERFORMANCE INSULATING (COORDINATE w/ MANUF') - - SCALE: 1/4"=1'-O" &LASS WINDOWS AS MANUFACTURED BY "ANDERSEN" OR _ 'n FINISHED GRADE N EQUAL. DP3O A SERIES. - �- 0.0' III J :� lU try � �' }' ABBREVIATIONS LEGEND (3)2"xi2" - I- z AFF. - ABOVE FINISHED FLOOR FLUSH HDR. - _ o SHEATHING DETAIL '''' < U) CD v AVG. AVERAGE " PAVER i./ETA I L I CANT - CANTILEVER WEATHER RESISTANT G.B. - COLLAR BEAM BARRIER I" x 11" STEEL PLATE- PFS FASTENING SYSTEM, 5 ITEM UR IL BASE COURSE � � 1- G.J. - CEILING JOIST •• LATH FULL LENGTH WITH 4 MIN. AS MANUFACTURED 6" GRANULAR MATERIAL N.T.S. Q W G.L. - CE14TER LINE BEARING (NO SPLICES) DLG' - GE I L I NG .o BY BETTER HEADER (BANK RUN SAND d GRAVEL) O � G.M.U. - CONCRETE MASONRY UNIT MORTAR SETTING BED TYPICAL OF TWO SECTION ELEVATION OR EQUAL, STAGGERED m CONT' - CONTINUOUS CULTURED STONE TOP d BOTTOM ® 16" O.G. G.T. - COLLAR TIE MORTAR JOINT (GOORDINATE w/ MANUF') U DBL. - DOUBLE M DIA. - DIAMETER .. VALLEY GENTERLINE a DECK JO15T STEEL FLITCH FLATS DETAIL # Ca _ NO FASTENERS WITHIN 6 OF GENTERLINE D.W. DI5HWASHER .° .. .............. 2x6 WD. STUD WALL GOR-A-VENT X-5 (1/2 PIEGE) EACH ............ EA. .... EXTRA FASTENER I N END OF SHINGLE NC LE z EACH END SCALE: N.T.S. :: ::.:. ;.::; ... SIDING ROOF TO WALL APPLICATION w E.E. - SHINGLE ROOF APPL I GAT i ON _ .. ...........: EAST EYOND E.P. - ELE_GTRIG PANEL EXTEND SHINGLE ATL 12" B 3 o ca 0 VALLEY ENTER L EXT. EXTERIOR 5TONE LL G LINE0aGU TUi�ED F.J. - FLOOR JOIST L ...;. GL I PPED GORNER SET IN ROOF GEMENT F.P. - FIR:EPLAGE -::: SHEATHING F.R.S.G. - FIRE RATED SELF CLOSING ON ND. STUD NALL ............ ... GARRY UNDERLAYMENT AGROSS VALLEY Date Revision/Issue FTG' - FOOTING ..... ° .... .... ........ ............... GENTER FULL WIDTH ROLL OF WEATHER WATGH 1/16/21 155UED EOR PERMIT 6ALV. - GALVANIZED N.T.S. I GAP GOR-A-VENT ° ° FLASHING SHINGLE RIDGE WATERPROOF UNDERLAYMENT OR MINIMUM G.G. - GENERAL CONTRACTOR / V-300 RIDGE VENT # 2/28/22 REV I A5 PER TOS HDR. - HEADER 55 MINERALIZED ROLL ROOFING I N VALLEY ° SHINGLE GAP 4/8/22 REV 2 A5 PER T05 MANUF. - MANUFACTURER ROOF SHEATHING �N�vro� ° - = UNDERLAYMENT WALL -A VENT 4/25/22 REV 3 AS PER OWNER � MECH. - MECHANICAL a� .aa. � MORTAR SETTING BED SHINGLES X-5 (12 PG) M.O. - MASONRY OPENING FELT PAPER ° O.G. - ON CENTER Drawn By: � u, O.H. - OVERHANG 7/8 °° DB P.C. - POURED CONCRETE o 94 a 1/2" MAXIMUM OVERHANG P.T. - PRESSURE TREATED CULTURED STONE ° R B• - RIDGE BOARD RAFTER A� ON GAP " Project# '" RBM. - RIDGE BEAM �' I" SL �� SHINGLES REQ' - REQUIRED MORTAR JOINT RIDGE BOARD SHINGLES TRIMMED 2 BACK FROM GAULKI 20-0�I7 RF. - ROOF VALLEY GENTERLINE Scale � a R.R. - ROOF RAFTER a 0 �` R.T. - RAFTER TIE \� SHEAT G SPECS' - SPECIFICATIONS P.G. PIER A55EMBLY \ FELT PAPE A5 NOTED 4 T.M.E. - TO MATCH EXISTING RAFTER DETAIL 0 TYR - TYPICAL Date U.S. - UNDERSIDE Y.I.F. - VERIFY IN FIELD CULTURED 5TONEx/17/20 H.P. - WOOD POST RAFTS y,{p• - WOOD OR TRUSS Sheet# W.M. - WATER METER 01� F.Co. NALL _ _ _ fm% E.M. - ELECTRIC METER GOi� �I/ 1�T V X00 TYfi�. DTL. GL05ED OUT VALLEY GON5TRUGTI ON - - X-5GM - GAS METER N.T.S. GOi� V1�T DETAIL N.T.S. N. 0 T.S. N.T.S. 0 ry 0 7 U L g I GENERAL NOTES_ TABLE N 1 '102.4, 1 . 1 (R402.4.1 1) CT I.) PROVIDE "SIMPSON B SERIES" JOIST HANGERS ABBREVIATIONS LEGEND GENERAL DEMOLITION NOTES -EMPE HATER TUURE MANTENAN CIRCULATION AND AIR BARRIER AND INSULATION INSTALLATIONa �• ORE '� 0 AT ALL APPLICABLE LOGATIONS. SYSTEMS (MANDATORY) y AFF. - ABOVE FINISHED FLOOR G.G. SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO 4� - I °o AVG. - AVERAGE 1' PROGEEDIN& WITH THE WORK. ANY DISCREPANCY WHIGH IS FOUND COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA Q z M K, Z HEATED WATER CIRCULATION 2.) ALL BUILT UP L\/L HEADERS TO BE CANT - CANTILEVER BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE o o � a �`� � r,, � G.B. - COLLAR BEAM BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY. 5Y5TEM5 SHALL BE IN ACCORDANCE W� O BOLTED OR NAILED A5 PER G.J. - CEILING J015T WITH SECTION N1103.5.1.1. (R403.5.1.1) A CONTINUOUS AIR BARRIER SHALL BE MANUFACTURER'S REQUIREMENTS. G.L. - CENTER LINE 2. G.G. TO BE FAMILIAR WITH COMPLETE PROJECT HEAT TRACE TEMPERATURE INSTALLED IN THE BUILDING ENVELOPE. GLC' - CEILING AND SET OF DRAWINGS AND THEIR INTENT BEFORE PROGEEDIN& WITH MAINTENANCE 5Y5TEM5 SHALL BE IN AIR-PERMEABLE INSULATION SHALL NOT G.M.U. - CONCRETE MASONRY UNIT THE WORK. ACCORDANCE WITH SECTION GENERAL REQUIREMENTS THE EXTERIOR THERMAL ENVELOPE BE USED AS A SEALING MATERIAL. 3.) DOUBLE ,ALL FLOOR JOISTS UNDER _ N1103.5.1.2. (R403.5.LZ AUTOMATIC CONTAINS A CONTINUOUS AIR BARRIER. CONT CONTINUOUS PARALLEL WALL5. G.T. - COLLAR TIE 3. WHERE ELECTRICAL OR PLUMBING LINES ARE TO BE ABANDONED, CONTROLS, TEMPERATURE SENSORS BREAKS OR JOINTS IN THE AIR BARRIER DBL. - DOUBLE REMOVE ALL SUCH WORK. GAP OFF LINES LEGALLY AT FINAL AND PUMPS SHALL BE ACCESSIBLE. SHALL BE SEALED. m w ui a: LL ; p DIA. - DIAMETER INACCESSIBLE PENETRATIONS. ALL NEW PLUMBING AND ELECTRICAL MANUAL CONTROLS SHALL BE 2 <' 2 2 t.o f- o w w WORK TO BE RECESSED BEHIND FINISHED SURFACES. > t 8 w J x x 4.) ALL HEADER! NOT INDICATED TO BE MIN. D.J. - DECK JOIST READILY ACCESSIBLE. o - W p w m w F- (2) 2"x8" DOUG. FIR. LARGH # 2. D.W. - DISHWASHER THE AIR BARRIER IN ANY DROPPED Wt .3 m P =11= 0 y 5 0 EA. - EACH CEILING / SOFFIT SHALL BE ALIGNED WITH a - � _ >- m o _ 5 o E.E. - EACH END DEMAND REGIRGULATION SYSTEMS ME INSULATION AND ANY GAPS IN THE AIR THE INSULATION IN ANY DROPPED a. -- u-ti w Uzi!oa z z z v BARRIER SHALL BE SEALED. GE I L I NG/SOFFIT SHALL BE ALIGNED WITH m a z o a o m m ~ m 5.) DOUBLE ALL JOISTS AROUND ALL STAIR , FLOOR, CEILING E.P. - ELECTRIC PANEL NOTE: CEILING / ATTIC THE AIR BARRIER. o w "� z - RooF OPENINGS. (TVP.) EXT. - EXTERIOR DEMOLITION PERFORMANCE DISCLAIMER ACCESS OPENINGS, DROP DOWN STAIRS z o. � a O z - 0 0 0 0 F.J. - FLOOR JOIST IN ACCOSDANGE WITH SECTION OR KNEE WALL DOORS TO UNCONDITIONED � q w m m m p z o E z Q F.P. - FIREPLACE N1103.5.2 (R403.5.2) OF THE 2020 ATTIG SPAGES SHALL BE SEALED. 9 Z5 Z o 0 a , o 5- _ W 6.) ALL WOOD POSTS TO RECEIVE SOLID WOOD BLOGKING F.R.5.G. - FIRE RATED SELF GL05145 THE ARCHITECT AND/OR HIS CONSULTANTS A55UME NO R.G.N.Y.5., DEMAND RECIRCULATION N a z z m z a g LL 2 2 FT&' - FOOTING RESPONSIBILITY FOR THE MEANS BY WHIGH THE DEMOLITION IS WATER 5Y5TEM5 SHALL HAVE CAVITIES WITHIN CORNERS AND HEADERS m a 2 � c- DOWN TO FOUNDATION OR GIRDER BELOW &ALV. - GALVANIZED PERFORMED. THE CONTRACTOR AND HI5 SUBGONTRAGTORS SHALL CONTROLS THAT COMPLY WITH BOTH OF FRAME WALLS SHALL BE INSULATED s ( = z CO J o &.C. - GENERAL CONTRACTOR REMOVE AND/OR PERFORM THE ITEMS NOTED AS SUCH ON THESE OF THE FOLLOWING: THE JUNCTION OF THE FOUNDATION AND a SILL PLATE SHALL BE SEALED. BY COMPLETELY FILLING THE CAVITY -1.) ALL NEW RAILING TO BE 3'-0" HIGH RAILING AS PER HDR. - HEADER DRAWINGS IN A PROFESSIONAL MANNER IN ACCORDANCE WITH WALLS WITH A MATERIAL HAVING A THERMAL N.Y.S. GORE. ( O.G. SPACING AS TO NOT ALLOW PASSAGE ISL• - INSULATION "GOOD GENERAL PRACTICES". SHOULD IN THE EVENT ANY 1. THE CONTROLS SHALL START THE THE JUNCTION OF THE TOP PLATE AND THE RESISTANCE OF R-3 PER INCH MINIMUM. MANUF. - MANUFACTURER STRUCTURAL DAMAGE OCCUR WHILE INSTITUTING DEMOLITION PUMP UPON RECEIVING A 51&NAL TOP OF EXTERIOR WALLS SHALL BE EXTERIOR THERMAL ENVELOPE OF A 4" OR GREATER SPHERE.) COLOR ,AND STYLE TO MECH. - MECHANICAL PROCEDURES, THE CONTRACTOR 15 TO TEMPORARILY STABILIZE FROM THE ACTION OF A USER OF A SEALED. N Rn M.O. - MASONRY OPENING THE STRUCTURE TO A "SAFE" CONDITION AND NOTIFY THE FIXTURE OR APPLIANCE, SENSING INSULATION FOR FRAMED WALLS SHALL ui BE SELECTED BY OWNER KNEE WALLS SHALL BE SEALED. BE INSTALLED IN SUBSTANTIAL CONTACT N M O.G. - ON CENTER ARCHITECT AND/OR ENGINEER IMMEDIATELY FOR RECTIFICATION. THE PRESENCE OF A USER OF cn N O.H. - OVERHANG FIXTURE OR SENSING THE FLOW OF AND CONTINUOUS ALIGNMENT WITH THE >; o 'W t 8.) ALL NEW LEDGER BOARDS TO BE SECURED TO P.G. - POURED CONCRETE HOT OR TEMPERED WATER TO AIR BARRIER. w z ti a > Wr- P.T. - PRESSURE TREATED FIXTURE FITTING OR APPLIANCE. a U N N STRUCTURE w/y2" DIA. GALS/. MTL. EXPANSION BOLTS OR R.B. - RIDGE BOARD THE SPACE BETWEEN FRAMING AND z Q WINDOWS, SKYLIGHTS AND O W LAG. SGREWS @ 16" O.G. (STAGGERED TOP $ BOTTOM) R.BM. - RIDGE BEAM ROOF COVERING NOTES: 2• THE CONTROLS SHALL LIMIT THE DOORS SKYLIGHTS, AND THE JAMBS OF WINDOWS F- co (b REQ: _ REQUIRED P.T. LUMBER NOTES: TEMPERATURE OF THE WATER AND DOORS SHALL BE SEALED. � W RF, - ROOF -ALL WD. JOISTS IN CONTACT -ROOF SLOPE (>4:12 8 UP): ENTERING THE GOLD WATER PIPING a C. W m q.) ALL GATHEDI�AL CEILINGS TO RECEIVE 8-I/4" R-30G R.R. - ROOF RAFTER WITH GONG. SHALL 30 YR. ASPHALT ROOF TO NOT GREATER THAN 104°F v 5 BATT INSUL. Irl/ "RAFT-R-MATS" BY OWENS CORNING - RAFTER TIE BE PRESSURE TREATED, SHINGLES ATOP 30# BLDG. ° o co R.T. (q.0 G)L RIM JOISTS SHALL INCLUDE THE AIR RIM JOISTS SHALL BE INSULATED. SPECS' - SPECIFICATIONS PROVIDE P.T. JOISTS FELT, ATOP PLYWD. AS RIM JOISTS BARRIER. TO ALLOW FOR ADEQUATE VENTING. T.M.E. - TO MATCH EX15TINO (AND/OR) P.T. BLOCKING AS INDICATED ON SECTION. Tyr. - TYPICAL REQUIRED (TYP. ® ALL -ROOF SLOPE (2:12 - 4:12): AIR LEAKAGE NOTE (MANDATORY): U.S. - UNDERSIDE LOCATIONS) 30 YR. ASPHALT ROOF FLOOR FRAMING CAVITY INSULATION lo.) ALL EXTERIOR COLUMNS TO BE 8" SQUARE PLAIN PERMAGAST SHINGLES ATOP (2) LAYERS SHALL BE INSTALLED TO MAINTAIN COLUMNS BY "HB$G" OR EQUAL w/ TUSCAN CAPITAL I$ BASE V.I.F. _ VERIFY IN FIELD OF 30# BLDG. FELT w/ N1102.4 - THE BUILDING THERMAL PERMANENT CONTACT WITH THE • yy,P, WOOD POST -ALL CONNECTORS / U COLOR STYLE TO BE SELECTED BY OWNER. WD. - WOOD CONNECTIONS IN CONTACT w/ OVERLAPPED SEAMS, ATOP ENVELOPE SHALL BE CONSTRUCTED UNDERSIDE OF SUBFLOOR DECKING. O TO LIMIT AIR LEAKAGE IN ALTERNATIVELY FLOOR FRAMING CAVITY J N.M. - WATER METER PLYWD. AS INDICATED ON FLOORS INCLUDING AGO (P.T) LUMBER MUST BE ACCORDANCE WITH THE THE AIR BARRIER SHALL BE INSTALLED INSULATION SHALL BE IN CONTACT WITH E.M. - ELECTRIC METER SECTION. GANTILEVERED FLOORS AND „ APPROVED BY MANUF, REQUIREMENTS OF SECTIONS NI102.4.1 AT ANY EXPOSED EDGE OF INSULATION. THE TOP SIDE OF SHEATHING OR II.) ALL FLOOR FRAMING TO BE AT 12 O.G. G,M, - &A5 METER AND MUST HAVE A FINISH - 5` - 2:12): (R402.4.1) THROUGH N1102.4.6 FLOORS ABOVE GARAGES. CONTINUOUS INSULATION INSTALLED ON UNDER ALL BATHS / KITGHEN AREAS. WITH EXTRA CORROSION -"LIBERTY" SELF ADHERING (R402.4b) OF THE 2020 R.G.N.Y.5. THE UNDERSIDE OF FLOOR FRAMING; AND Q U FOUNDATION NOTES RESISTANCE OF EITHER LOW SLOPING ROOF SYSTEM W BY "GAF", INSTALL AS PER EXTENDING FROM THE BOTTOM TO THE 5/8" DIA FOUNDATION ANCHOR STAINLESS STEEL, HOT-DIP t NOTE:- &ALVANIZED(HD& OR ZMAX MANUF' 5PEG'S. ATOP PLYWD. TOP E ALL PERIMETER FLOOR FRAMING '� ALL WINDOWS TO BE HIGH PERFORMANCE INSULATING BOLT5 ® 2'-6" O.G. MAX. AND PROTECTION. AS INDICATED ON SECTION HOT WATER PIPES NOTE: MEMBERS GLASS WINDOW5 AS MANUFACTURED BY "ANDERSEN" OR MAX 1'-0" FROM CORNERS. U EQUAL. OP30 A SERIES. -COLOR 4 STYLE TO BEHOT WATER PIPES SHALL BE EXPOSED EARTH IN UNVENTED GRAWL GRAWL SPACE INSULATION, WHERE SPACES SHALL BE COVERED WITH A PROVIDED INSTEAD OF FLOOR BUILDING NOTE: FOUNDATION NOTE #I: .[ a' -' SELECTED BY OWNER INSULATED IN ACCORDANCE WITH THE GRAWL SPACE WALLS GLASS I VAPOR RETARDER WITH INSULATION, SHALL BE PERMANENTLY MAINTAIN UPLIFT CONNECTIONS BOTTOM OF NEW FOUNDATION REQUIREMENTS OF SECTION NI103.5.3 OVERLAPPING JOINTS TAPED. ATTACHED TO THE WALLS. NOTE: GENERAL BUILDING NOTES: ASSEMBLY TO BEAR ON g5% (R403.5.3) OF THE 2020 R.G.Y.5. SEE SHT. N-2 FOR RAFTER I. ALL WOOD CONNECTIONS ® RAFTER ENDS AT NAILING COMPACTED FILL OR I TON DUCT SHAFTS, UTILITY PENETRATIONS, TO PLATE TO STUD TO BE STRAPPED AS PER PAD. TVP. FOR ALL FALSE VALLEY CONNECTIONS. AL50 (2,000 P5F), 501L BEARING AND FLUE SHAFTS OPENING TO CONNECTION INFO. (TYP) SHEET N-I 8 N-2. CAPACITY. 6.G. TO VERIFY SHAFTS, PENETRATIONS EXTERIOR OR UNCONDITIONED SPAGE MAINTAIN VENTILATION SOIL CONDITIONS PRIOR TO LIGHTING NOTE: SHALL BE SEALED. • 2. ALL LUMBER TPOURING NEW FOUND. 4 TO TYF. ROOF GONSTRUGTION: DOUGLAS FIR LARCH # 2. CONTACT ARCHITECT IF NEW LIGHTING SYSTEMS THAT ARE BATTS IN NARROW CAVITIES SHALL BE PROVIDE NEW "GOR-A-VENT" POUR 501L CONDITIONS ARE 30 YEAR ASPHALT ROOF SHINGLES PART OF THE ALTERATION SHALL GUT TO FIT OR NARROW CAVITIES T.O. ROOF 3. 1/2" GYP. BD. (TAPED 8 V-300 CONT' RIDGE VENT DISCOVERED, (SEE ROOF COVERING NOTES, TH15 SHEET) COMPLY WITH SECTION N1104.1 (R404.1) NARROW CAVITIES SHALL BE FILLED BY INSULATION THAT 5PAGKLED - 3 GOATS (SEE DETAIL, SHEET A-4) MINA ON ALL WALLS � 5/8" EXTERIOR GRADE PLYWOOD GDX IN ACCORDANCE WITH THE ON INSTALLATION READILY CONFORMS CEILINGS 1-314"A4" LVL R.B. 2"x10" R.R. ® Ib" O.G. REQUIREMENTS OF SECTION NIIOg.1.4 TO THE AVAILABLE CAVITY SPACE. PROVIDE ICE SHIELD (8503.1.4) OF THE 2020 R.G.N.Y.S. AIR SEALING SHALL BE PROVIDED 4. NEW 3/4" PLYWD. 5UBFLR. UNDERLAYMENT AS PER GARAGE SEPARATION BETWEEN THE GARAGE AND NAILED 4 GLUED 12 SECTION Rg05.1.2 OF THE CONDITIONED SPACES. 10� 2020 R.G.N.Y.5. (TYP. ® THERMOSTAT NOTE: RECESSED LIGHT FIXTURES INSTALLED RECESSED LIGHT FIXTURES INSTALLED IN 5. PROVIDE P.T. LUMBER AT 2"xb" G.T. ALL LOGATIONS) CONTROLS (MANDATORY) RECESSED LIGHTING -1 W IN THE BUILDING THERMAL ENVELOPE THE BUILDING THERMAL ENVELOPE SHALL 1 ALL APPLICABLE 016110.0. MIN. I" AIR SPACE AS AT LEAST ONE THERMOSTAT SHALL SHALL BE SEALED TO THE SURFACE. BE AIR TIGHT AND IG RATED. O LOCATIONS (5EE P.T. _ REQ' FOR ADEQUATE BE PROVIDED AND INSTALLED FOR V 8-I/4" R-30c 3'-O" 1- LUMBER NOTES BELOW) BATT. IN5UL. VENTILATION (TYP) EACH SEPARATE HEATING 4 GOOLIN& IN EXTERIOR WALLS, BATT INSULATION 111 Z N ' SYSTEM IN ACCORDANCE WITH THE SHALL BE GUT NEATLY TO FIT AROUND Q � 111-011 N. 2) PROVIDE NEW 'nATTIC LAP PL ��IIGE ��2"xb" CONT' TOP PLATE PLUMBING AND WIRING REQUIREMENTS OF SECTION NI103.1 WIRING AND PLUMBING OR INSULATION � D w - GOR-A-VENT AZEK BEAD BOARD SOFFIT w/ GOVT. VENT STRIP (R403.1) OF THE 2020 R.C.N.Y.5._ THAT ON INSTALLATION, READILY Z l Z X-5 AS REQ'D _ T.O. PLATE (5EE DETAIL, S SHEET A-4) STYLE TO BEK" FA501 D BOARD, COLOR t CONFORMS TO AVAILABLE SPACE, SHALL O EXTEND BEHIND PIPING AND WIRING. T.O. WINDOW PROVIDE 2"x10" 2"x10" G.J. 5" 5EAMLE-55 ALUMINUM HOT WATER BOILER OUTDOOR THE AIR BARRIER INSTALLED AT EXTERIOR V V P.T. LEDGER (3)I-3/4"Ab" LVL ® I6" O.G. &UTTERS AND LEADERS TEMPERATURE SETBACK NOTE: SHOWER / TUB ON EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS EXTERIOR WALLS ADJACENT TO NLQ BOARD, SECURED 2'-0:: UPSET FLUSH HDR. HOT WATER BOILERS THAT SUPPLY WALL SHALL SEPARATE THEM FROM THE SHOWERS AND TUBS SHALL BE INSULATED. to TO 5TRUG. (SEE 11-0:: HEAT TO THE BUILDING THROUGH ONE- SHOWERS OR TUB. 0 ...f N 2"x8" R.R. ® 16" O.G. GEN. NOTE #8) - OR TWO-PIPE HEATING 5Y5TEM5 THE AIR BARRIER SHALL BE INSTALLED - W (N < TYP. WALL GONST: SHALL HAVE AN OUTDOOR SETBACK ELECTRICAL / PHONE BOX ON 0 � 0 PROVIDE TGE SHIELD BATH 4 EXTERIOR WALLS BEHIND ELECTRICAL AND COMMUNICATION J PROVIDE &ALV. CONTROL THAT LOWERS THE BOILER i dJ HORIZONTAL CLAPBOARD SIDING BOXES. ALTERNATIVELY, AIR-SEALED N r UNDERLAYMENT AS PER RAFTER (2)2"x12" FLUSH HDR. "TYVEK" BUILDING WRAP WATER TEMPERATURE BASED ON THE BOXES SHALL BE INSTALLED. N N SECTION Rg05.1.2 OF THE HANGER (TVP) PROVIDE 6ALV. 5/8" EXTERIOR PLYWOOD GDX OUTDOOR TEMPERATURE IN ( V m 2020 R.C.N.Y.5. (TYP. ® ACCORDANCE WITH THE 2"xb" WD STUDS ® 16" O.G. HVAC SUPPLY AND RETURN REGISTER -a 12 MTL. J015T 2"x12" F.J. REQUIREMENTS OF SECTION N1103.2 ALL LOCATIONS) 3t- HANGER (TYP) W/ HORIZONTAL BLOCKING HVAC REGISTER BOOTS BOOTS THAT PENETRATE BUILDING T'.0. FLOOR 2'-O"'� Z ® 16" O.G. (8403.2) OF THE 2020 R.C.N.Y.5. THERMAL ENVELOPE SHALL BE SEALED TO Ca - 5-I/2" R-21 BATT INSUL. THE SUBFLOOR, WALL COVERING OR E T.O. PLATE � - w/ 1/2" R-3 RIGID INSUL. E LVL FLUSH HDR. GE I L I N& PENETRATED BY THE BOOT. z 2"xb" GONT' SOLE PLATE u PROV'D 2"xb° 'D BY (2)2"x12" FLUSH HDR. WHEN REQUIRED TO BE SEALED, �, 2"x8" G.J. KNEE WALL DUCTS NOTE: CONGEALED FIRE SPRINKLERS SHALL o "BETTER HEADER" W/ (I)I"x11 ST. F.P. 2"x12" CONT' RIM JOIST (TYP) DUCTS AND AIR HANDLERS SHALL BE o a` BELOW AS REQ'D ONLY BE SEALED IN A MANNER THAT IS PROVIDE &ALV. OR EQUAL, SEE IN ACCORDANCE WITH THE T.O. WINDOW PROVIDE 2"x8" P.T. LEDGER DETAIL #2, THI5 SHEET GREAT ROOM REQUIREMENTS OF SECTIONS N1103.3.1 CONGEALED SPRINKLERS RECOMMENDED OTHER THE MANUFACTURER. JOIST BOARD, SECURED TO STRUG. 3 CAULKING OR OTHER ADHESIVE SEALANTS Date Revision/Issue HANGER (TYP) (R403.3.1) THROUGH N1103.3.5 SHALL NOT BE USED TO FILL VOIDS N - (5EE GEN. NOTE #8) (2) 2"xb" P.T. SILL PLATE ON = (2)2 A2 DROP -K�1 p (8403.35) OF THE 2020 R.G.N.Y.S. BETWEEN FIRE SPRINKLER COVER PLATES q/16/21 ISSUED POR PERMIT HDR. Q HAUNCH GONG. SLAB COPPER TERMITE SHIELD w/ SILL AND WALLS OR CEILINGS. O A5 REQUIRED FOR NEW FOYER INSULATION. SECURE w/ %,ll DIA. x 12" 2/28/22 REV I AS PER T05 8" SQUARE - SLAB TO EXIST. FOR LONG "J" ANCHOR BOLTS ® MAX. PROVIDE 1/2" THICK GONT' a. IN ADDITION, INSPECTION OF LOG WALLS SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF IGG-400. 4/8/22 REV 2 AS PER TOS r' PERMAGAST ASSEMBLY CONNECTION. 2'-6" O.G. (MAX. 12" FROM CORNERS) PRE-MOULDED FILLER MECHANICAL VENTILATION PF5 FASTENING SYSTEM, COLUMN PROVIDE 1/2" I'-O" MIN. - '� I'-O" MIN. (MANDATORY) NOTE: 4/25/22 REV 3 AS PER OWNER (TVP 4X) (SEE THICK GOVT' AS MANUFACTURED LAP SPLICE LAP SPLICE " " _ PAVER PATIO ON GRAD THE BUILDING SHALL BE PROVIDED BY BETTER HEADER �: :: 8 i/4 R-30c 2 xi2 F.J. 4 I6 I6 GEN, NOTE #g) PRE-MOULDED BATT. INSUL. ® I6" O.G. � (5EE DETAIL, SHEET A-4) WITH VENTILATION THAT MEETS THE OR EQUAL, 5TA&&ERED Drawn By: ry FILLER REQUIREMENTS OF SECTION M1505 OF T.O. FLOOR TOP � BOTTOM ® I6 O.G. D� THE 2020 R.G.N.Y.S. OR WITH OTHER (COORDINATE w/ MANUF) o - - -_ - - N - 1 i�Nt- '-=III " IIII 1 IIIli IIIII=i • I 1=. 1 1=1 1=1 1=1 1-1 1=1 -I 1 1 11=.1 1=1 1 1 I APPROVED MEANS OF VENTILATION. i-n dl- - ---®- Project#TIE SLAB TO OUTDOOR AIR INTAKES AND EXHAUSTSGRL 5 G FOUND. HALL SHALL HAVE AUTOMATIC OR GRAVITY GRADE 2) -3/4"x -1/4" GONT. 2 0 w42 - / x -/ T. DAMPERS THAT CLOSE HHEN THE LVL DROP LVL DROPHDREBARVENTILATION SYSTEM 15 NOT:: . � NEW GONG. STOOP IIIIIII_i SII O.G. USING NON-11=III II_III ll�l�lllllkl OPERATIN& IN AGGORDANGE WITH Scale SHRINK GR =III-111=1 _ _i -III-111= (2)2"x12" EE TYPIC GONG. 1=1 = 1_ I_ _ - _ =I I1=I I1=I = _ = iT � _rn i= i - -ri-IT-i i- - - 1- r_ri iT-fi-n-i i- - 1=ri-iii-7i -r =. =111=1 SECTION NI103b (R403b) OF THE AS NOTED (S AL = _ _ _ _ _ _ _ _ _ _ _ - - _ - _ _ _ = -11- -1 =1 -11-1 =11-III=11-11 I-111=1111 I I=111=111=III III 11=111=111=111=1111 -111_ -111= FLUSH HDR. '�= '�_ - III_ III-111_111 I_III_III_III_III II _III_III_III_III_III_III_III_III II III II _ 2020 R.C.N.Y.5. 4 STOOP CON5TRUGTION I I I=1I -1 -1 -1 -1 -1 I-1 -1 -1 -1 1-1 1=1 1=1 1=1 1=1 1=1 11=1I=1 1=1 1-1 I-1 -1 I-1 III-1 -1 -1 I-1 -1 I-1 I-1 -1 -1 -1 -1 -1 I I I- I-1 I o - -III-III= -III__-III-I I__ -III-111-IIIIII-III-11=III= i= -,-1 "'- iii=1 1-1 III I I _II I I I I i l l l l I I III Ill 111 I1 11 111 1_1 II I'' 111-1 I I-1 -1 -1 I-1 11=1 11-1 I-1 I I-III=iii=- ;ill l l l l l l l Date NOTES, THIS SHEET) I, I ,I t=11�_ M. POURED GONG. FOUNDATION 3-1/2" DIA. 50H. 40 57L. PROVIDE 1/2" GYP. BD. ON THE 2" 5GREED GOAT PROVIDE SOLID NO. OV'D 2" R-10 RIGID INSUL. TO INTERIOR OF q/I7/20 WALL ON I6"x8" CONTINUOUS COL. w/ TOP 4 BTM. 5TL. UNDERSIDE OF NEW F.J. IN OVER 6 MIL. BLOCKING AS REQ' GRAWL 5PAGE WALLS. GRAWL SPACE TO BE HEATING NOTE: I" x II" STEEL PLATE- PF5 FASTENING 5Y5TEM POURED CONCRETE FOOTING BEARING PLATES ON ACCORDANCE WITH SECTION POLYETHYLENE (8'-O" O.G. MAX. PASSIVELY CONDITIONED BY CENTRAL AG SYSTEM FULL LENGTH WITH 4" MIN. A5 MANUFACTURED " HEATING SYSTEM SHALL BE BEARING (NO SPLICES) Sheet# WITH CONTINUOUS :? x4 KEYWAY 24 x24 xl2 DP. POURED 8302.13 OF THE 2020 R.G.N.Y.S. (TYP) VAPOR BARRIER SPACING) AS PER SECTION 8408.3 OF THE 2020 R.G.N.Y.S. BY BETTER HEADER AND (3) #5 REINFORCING BAR GONG. FTC-7. W/ #5 REBAR PROVIDED IN ACCORDANCE WITH CONTINUOUS ON c15% COMPACTED a A 6"x6" GRID, TOP BUILC> 1NO 5ECTION CHAPTER 14 OF THE 2020 R.G.N.Y.5. SECTION ELEVATION OR EQUAL, STAGGERED i FILL OR I TON VIRaSIN SOIL. AND BOTTOM (TYP) STEEL FLITCH PLATE DETAIL #2 Top 4 INATE w/ MAN°') -... o . o SCALE: 1/4"=V-0" SCALE: N.T.S. 'o ry O 7 J i g 7 00 T.O. ROOF T 14-4 A:,' -70, 0 d 6 z d) a UJ Wa�LOL L) -12— 12= 5LL Lr- W UJI W =1 LU . D 10 10 co yc F >- co0 U Q LiU < E 0 F: a- of - WO LQZ U LL, il-c zW 0 W I- -T.O. PLATE man2wb % � = ZE 2FE W T.O. PLATE 00 .00 c_nCa UJ gniz pw — zCnz0gx: 0E T.O. WINDOW OF UJ q a 0 0 z W N C4 CD 10 C4 Ln ui E d) 12 T >: Cq u! W T.O. FLOOR > T.O. FLOOR < U ICI-1 'Cl-4 Coo Z T.O. PLATE 1:2 LJ— 1 11 11 11 11 11 0 0: M ;; @ -J I-- a: LL .2 T.O. WINDOW C, co 14 L11 1L L I Q, d 16 J -4 T.O. FLOOR GRADE ————— —— — — — — — — — — — — — — — — — — — — — —— -L — —— — — —— — — — — —— —— — — — ———— —— — — — — — —— —— — — — — — — — —— —— — — —— —— — — — — — — —— - -- -- - - -- - - -- - - -- - - - - -- -- - - -- - - -- - - -- - - - - — —- - - -- - - -- - - - - -- - - - - - —— — — —— — — — — —— — — — — — — — —— —— — — — — FRONT ELEVATION SCALE: I/4"=I'-0" ELEVATION LEGEND -T.O. ROOF 2 I GOR-A-VENT V-500 RIDGE VENT (SEE DETAIL, SHEET A-4) 50 YEAR ASPHALT ROOF SHINGLE 12 2 COLOR AND STYLE TO BE SELECTED BY OWNER. 10 (SEE ROOF COVERING NOTES, SHEET A-3, A-4, A-5) VALLEY FLASHING AT ALL ROOF/ROOF INTERSECTIONS. tu W LU U) (b =) W (SEE DETAIL, SHEET A-4) C) z lu tu CONGEALED ALUMINUM STEP FLASHING < z 40' AT ALL ROOF/WALL INTERSECTIONS. 17 NEW STANDING SEAM METAL ROOFING, z < COLOR 4 STYLE TO BE SELECTED BY OWNER U) in T.O. ATE PL 5/4"x8" "AZEK" FA6GIA BOARD, COLOR 4 > W T.O. WINDOW 12 STYLE TO BE SELECTED BY OWNER 10 AZEK" BEAD BOARD SOFFIT tq/ CONT. VENT STRIP U) U 5" SEAMLESS ALUMINUM GUTTERS AND LEADERS DOWN TO NEW CONCRETE SPLASH BLOCKS AT GRADE. (NOT SHOWN FOR CLARITY) tv d) BOARD 4 BATTEN 51DIN& BY "GERTAINTEED" E "or COLOR 4 STYLE TO BE 5ELEGTED BY OWNER co z .E /Ilk 'Ilk T.O. FLOOR 10 3 10 HORIZONTAL CLAPBOARD 51DINO, COLOR AND 0 T.O. PLATE I I STYLE TO BE SELECTED BY OWNER Date Revision Issue 5/4"xb"xb" ",A%ZEK" CORNER BOARD a/16/21 ISSUED FOR PERMIT T.O. WINDOW 14 HIGH PERFORMANCE IN5ULATIN6 WINDOWS 4 rvLA55 2/28/22 REV I AS PER TOS DOORS AS MANUFACTURED BY "ANDERSEN" OR EQUAL. DP30 4005ERIE5 418122 REV 2 AS PER T05 15 3 13 5—y2" HIDE WINDOW 4 DOOR TRIM CASING4/25/22 REV 5 AS FM OWNER COLOR AND STYLE TO BE5ELECTED BY OHNER. CJDrawn By: 16 NEW OUTDOOR KITCHEN—] &" SQUARE PLAIN PERMAGA5T COLUMNS, BY "H64a" t- COUNTER BEYOND OR EQUAL. TUSCAN CAPITAL 4 BASE, COLOR TO BE5EI EGTED DB o BY OWNER 117 V-O" HIGH RAILING A5 PER N.Y.5. CODE. (O.C. SPAGIN& AS Project# TO NOT OH PA55AC-7E OF A 4" OR C-7REATERSPHERE)T.O. FLOOR COLOR ANDALLSTYLE TO BE SELECTED BY OWNER > NEW CULTURED STONE (DOLOR 4 STYLE TO BE SELECTED BY Scale 16 OWNED, INSTALL AS PER MANUF. SPECS (SEE DETAIL, SHEET ILI f// A-4) AS GRADE NOTED O 18 I 17 STEP TO GRADE AS PER Date RETAINING HALL BY OTHERS N.Y.5. CODE. (MAX 5.25" RISER) To BE INTALLED 0 PERIMETER CIA-1/20 - - -- - - - - - - -- - - - - -- - - - - ---- - - - - --- - - OF PAVER PATIO. TW IIh/BH -716 FLUE / VENT FROM DIRECT VENT BOILER/FIREPLACE, INSTALL AS PER PLOT PLAN BY NELSON 4 AS PER MANUFACTURER SPECIFICATIONS. Sheet# M. POPE DATED 51166121 a 515117E ELEVATION mm E SCALE: 1/411=1 93 am 93 O 2 2 Q 0 T.O. ROOF ,( 0 �P -- b -7 S — fe W d LL z i ~ WOw0wm F-- F- O (aj > LLVw0 (~jU) = = _ waw F_ � h � aFLL Wo WR 0az = zb �0WIxW nW = o Z = IL Oz — OU U _ T.O. PLATE 4 Z 3 -LLW � � 00 W w O N MW a T.O. WINDOW W Z(n z - 0 10 = wa OU.C)0 Ky = I I N NC4 - - -- - _ N M V 0% o ti t W Z N IuO Lo AL T.O. FLOOR - – - -- _ 13 a U N N m T.O. PLATE OWc H co Wm � co W W i QaaLim T.O. WINDOW 15 N ~ N 16 � 0 0 10 NEN OUTVOOR KITCHEN 't% " Im COUNTER BEYOND Q T.O. FLOOR W ir,!/i — '41. v,i r/ — s i v,i// — s ir,i/, — s 6 v,r r i s i a,i r i — s, ! — s< v,!r, — a,r// — s 4 n,i r i — i v,r/i s; lr,i/i — s G a,!r/ — s 4 ir,!r i — t 4 v,r/i s S ri,i r i s; v,r r i s S ir,i r i 'g/' v,r GRADE RETAINING WALL BY OTHERS TO BE INTALLED a PERIMETER — — — -- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — OF PAVER PATIO. TW Ilb/BW �b AS PER PLOT PLAN BYNELSON � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - P D D /I6 21 REAR ELEVATION, . . SCALE: 1/4"=I'-O" I 2 - ELEVATION LEGEND T.O. ROOF — I GOR-A-VENT V300 RIDGE VENT 3 (SEE DETAIL, SHEET A-4) 30 YEAR ASPHALT ROOF SHINGLE Ili 12 4 2 (SEE ROOLOR ND STYLE TO F COVERING NOTE5,55HEA 3, A-CTED BY 4 A-5) Q U z 10� 3 VALLEY FLASHING AT ALL ROOF/ROOF INTERSECTIONS. W j T __ _ __ — 6 (SEE DETAIL, SHEET A-4) W Q W = p CONGEALED ALUMINUM STEP FLASHING > Z AT ALL ROOF/WALL INTERSECTIONS. WCL < z N NEW STANDING SEAM METAL ROOFING, z S COLOR d STYLE TO BE SELECTED BY OWNER U) m 10 6 5/4"x8" "AZEK" FASCIA BOARD, COLOR 4 } J T .O .PLATE — STYLE TO BE 5ELEGTED BY OWNER ja N < 12 T.O. WINDOW AW 10 I I "AZEK" BEAD BOARD SOFFIT w/ DONT. VENT STRIP N V N C1 5" 5EAMLE-55 ALUMINUM GUTTERS AND LEADERS c 5 N 8 DOWN TO NEW CONCRETE SPLASH BLOCKS Q 0 AT GRADE. (NOT SHOWN FOR CLARITY) BOARD 4 BATTEN SIDING BY "GERTAINTEED" E 12 COLOR 4 STYLE TO BE SELECTED BY OWNER rn z m 12 HORIZONTAL GLAPBOARD SIDING, COLOR AND 16- T.O. T.O. FLOOR I STYLE TO BE SELECTED BY OWNER 000 T.O. PLATE Date Revision/Issue I4 I I 5/4"xb"xb" "AZEK" CORNER BOARD 9/16/21 ISSUED FOR PERMIT HIGH PERFORMANCE INSULATING WINDOWS 8 GLASS I2 DOORS AS MANUFACTURED BY "ANDERSEN" OR EQUAL. 2/28/22 REV I A5 PER T05 I5 T.O. WINDOW DOORS 400 SERIES 4/8/22 REV 2 A5 PER T05 N I3 3 f'2" WIDE WINDOW 4 DOOR TRIM CA51NG 4/25/22 REV 3 A5 PER OWNER I6 — COLOR AND STYLE TO BE 5ELEGTED BY OWNER. Q Drawn By: i 8" 5G2UARE PLAIN PERMACA5T COLUMNS, BY "HB 4 G" OR EQUAL. TUSCAN CAPITAL 4 BASE, COLOR TO BE SELECTED DB COUNTER ® — BY OWNER 3'-0" HIGH RAILING AS PER N.Y.S. CODE. (O.G. 5PAGIN6 AS Project# TO NOT ALLOW PASSAGE OF A 4" OR GREATER SPHERE) 20-OCI-I COLOR AND STYLE TO BE SELEGTED BY OWNER > _ T.O. FLOOR NEW CULTURED STONE (COLOR 4 STYLE TO BE SELECTED BY - Scale \ I6 OWNER), INSTALL AS PER MANUF. SPEG'S (SEE DETAIL, SHEET ' ASS NOTED 4 GRADE STEP TO GRADE AS PER Date 7 17 N.Y.S. CODE. (MAX 8.25" RISER) RETAINING WALL BY OTHERS I I I I I I I I I CIA-1/20 TO BE INTALLED ® PERIMETER L— ———— —— ———i ____ _ _ __ _ ___ _ _ _ _ FLUE / VENT FROM DIRECT VENT BOILER/FIREPLACE, INSTALL I—— —— —— ——I i—— ——— — — — IS AS PER MANUFACTURER SPECIFICATIONS. Sheet# GF PAVER PATIO. TWIIbBW �b �- - ---- - - -L —�-- - - -� - - -- -- -- - - -I - - -- - -� - - - - - - -� - - - - - � - - � AS PER PLOT PLAN BY NELSON 4 POPE DATED 8/16/21 51DIE ELE\Y ATION i SCALE: I/4"=I'-O" ° 0 N O Z U i 3 INSULATED EXTERIOR PROVIDE BLOCKING AT STUD WALL INSTALL 1"RIGID INSULATION CUT TO STUD CAVITY AT SHOWER TILE SURROUND FINISH FIT BETWEEN THE RAFTERS.FOAM1"RIGID INSULATION INTERIOR CONDITIONED AT EXTERIOR WALL (2)LAYERS RIGID ��` ODOR �y SEAL BOTH SIDES ALONG RAFTER NSULATION ROUGH CUT AROUND SPACE CONTINUOUS BEAD OF � MANUFACTURED THIN- ROOM ABOVE GARAGE m WITH EXPANDING FOAM SEALANT. VENTILATION CHUTE VENTILATION CHUTE CAVITY INSULATIO SEALANT CEMENT BACKER BOARD Q MAINTAIN EQUAL VENT SPACE FOR -AIR SEAL PERIMETER PROFILE ATTIC VENTED AIRSPACE a zM Z ATTIC INSULATION VENTILATION BAFFLE p � M LL LENGTH OF RIGID INSULATION == _ WOOD FLOOR TRUSS WITH EXPANDING �! o O VENTED AIRSPACE (FULL WIDTH) ATTIC INSULATION =_ _ FOAM SEALANT = = ASSEMBLY INSTALL 1"RIGID ATTIC INSULATION __ INSULATION VERTICALLY CAVITY INSULATION � �� 1"RIGID INSULATION �S/� S�Q' TO CONNECT __ . 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