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�o�Os�FFUI�-lpGy Town of Southold 11/29/2023 P.O.Box 1179 o _ :1 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44782 Date: 11/29/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1025 W Cove Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 111.-3-15 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/7/2022 pursuant to which Building Permit No. 47929 dated 6/7/2022 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 finished basement, covered front entry, front and rear second floor balconies and attached garage as applied for. The certificate is issued to 910 Glenn LLC I of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-20-2070 8/15/2023 ELECTRICAL CERTIFICATE NO. 47929 7/3/2023 PLUMBERS CERTIFICATION DATED 7/14/2023 nNI,f ugdin Au 49 o ize gnature TOWN OF SOUTHOLD �S�OSUfFQI,�� BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy�• �o� `� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47929 Date: 6/7/2022 Permission is hereby granted to: Daversa, Raniero 26 Reed Dr Roslyn, NY 11576 To: Construct new single family dwelling on vacant land as applied for with SCHD approvals. Additional certification may be required. At premises located at: 1025 W Cove Rd, Cutchogue SCTM #473889 Sec/Block/Lot# 111.-3-15 Pursuant to application dated 2/2/2022 and approved by the Building Inspector. To expire on 121712023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,200.80 CO-NEW DWELLING $50.00 Total: $3,250.80 Building Inspector SO�T�QI 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devline-town.southold.ny.us Southold,NY 11971-0959 Q�yCOUNTV,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: 910 Glenn LLC Address: 1025 W Cove Rd city:Cutchogue st: NY zip: 11935 Building Permit#: 47929 Section: 1 1 1 Block: 3 Lot: 15 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Triangle Electric License No: 4468ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 108 Ceiling Fixtures 14 Bath Exhaust Fan 6 Service 3 ph Hot Water Gas GFCI Recpt 9 Wall Fixtures 1$ Smoke Detectors Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 76 CO2 Detectors Sub Panel 100A A/C Blower 2 Range Recpt Gas Ceiling Fan 1 Combo Smoke/CO 8 Transfer Switch UC Lights $' Dryer Recpt G8SX2 Emergency Strobe Heat Detectors 1 Disconnect Switches 77 4'LED Exit Fixtures Sump Pump Other Equipment: Fridge, Oven, DW, Micro, Hood, Sump, Garbage Disp., 200A Panel 40 139 Used, 100A Sub 20 Circuit, Gas FP, Floor Heat, Mini Fridge -2 , W/D -2 Notes: Two Story w/ Finished Basement Inspector Signature: � Date: July 3, 2023 S.Devlin-Cert Electrical Compliance Form O��o�SOUr�o Town Hall Annex ' Telephone(631)765-1802 54375 Main Road c� Fax(631)765-9502 P.O.Box 1179 0' Southold,NY 11971-0959 O ' BUILDING DEPARTMENT I I I Di TOWN OF SOUTHOLD j ,_! J lJ L 1 4 2023 ' -'' BUILDING DEPT. CERTIFICATION I a Date: I I I Building Permit No. �7 f Owner: L L 6 yi Z 5 s ,l�i (Please print) I i�Qn I 1 Plumber: LLA 6(/, <ln (Pledie print) I I certify that the solder used in the water supply system contains I4ss than 2/10 of 1% lead. (Plumpers Signature) Sworn to before me this '1 y day of k 20 a 3 I I Notary Public, County DIANNE C VIEIRA NOTARY PUBLIC,STATE OF NEW YORK Registration No.01VI6442i57 Qualified in Suffolk,,County Commission Expires October 11 2026 ' i OF SOUly�lo # TOWN OF SOUTHOLD BUILDING DEPT. `IOU 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: (0���4t-z y\ 1AGAan DATE 'L�/ INSPECTOR Vw D�� k, OF SOl/Th°� 1 # * TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 INSPEC TMN [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAP [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: fv o 6" �n Vm�i rn �Ulr 02 L�YqA DATE Il 'Y INSPECTOR \ - rAF SOUIy°�o t Z� I d �✓ �J V # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: -tw 6,2,4 C DATE Z INSPECTOR ` V"• ' OF SOUTh°�c # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE �l I - INSPECTOR OF SOUIyO� H 1 11- to 2-5� # TOWN OF SOUTHOLD BUILDING U G D EPT. courm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ] CODE VIOLATION ] PRE CIO/ [ ] RENTAL REMARKS: DATE INSPECTOR r OF SOGIyOIo # # D TOWN OF SOUTHOL BUILDING DEPT. COUNiV 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLBG. FOUNDATION 2ND INSULATION/CAULKING 6s�n [ ] [ [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR 50UTyolo Y 7 � 2 ��� # * TOWN[[[ OFIOUTHO/LD BUILDING DEPT. °ycou 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: —t--V& ZV `Ft-ML' DATE 2 INSPECTOR l j� 0f 50(lT�°lo # # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL � [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL EMARKS: t►✓� y Jvffivt AAAh.Vl1A*- NC46� Lo� - 40 Q✓1 l;0VV-k IV7 A 1, 'C,"� Ve , • ICVI DATE �O Zl INSPECTORY4L/ wk4 Of 50UTyolo * # TOWN OF SOUTHOLD BUILDING DEPT. `ycou 631-765-1802 -INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ULATION/CAfULLKING [ ] FRAMING /STRAPPING [ FINAL.l [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARK htS w / z6v-., y W,r� uam � , fivyk swoufm0 -�� �ha�f CUR DATE Y INSPECTOR q/qwkl U E s d 305 p Originally Issued: 03/21/20 > iiR /0 12023 Valid Through: 03/31/2024 NO-BURN® INC. Dl �ccordance rfac e-buming characteristics and interior finish in ' with Section 3.2 of this report. 1392 High Street ,J U L 1 3 2023 2:'Alternative thermal barrier assemblies in accordance Wadsworth, Ohio 44281 with Section 3.3 of this report. (800) 989-8577 3. Alternative ignition barrier assemblies in accordance www.noburn.com �`,�1s1 DING� ,. with Section 3.44 of this report. 4. Fire resistance performance in accordance with Section NO-BURN®PLUS,PLUS THB,PL'FgXD;PLV$11,71: t 3.5 and 3.6 of this report. q MIH,ORIGINAL,ORIGINAL MIII,WOOD 5. Use in Types I-IV Construction in accordance with GARD AND WOOD GARD MIH. Section 3.8 of this report. CSI Division: 3.0 PRODUCT DESCRIPTION 09 00 00 FINISHES CSI Section: 3.1 Product Information 09 96 46 Intumescent Paints 09 96 43 Fire-Retardant Coatings 3.1.1 No-Burn®Original,No-Burn®Original Mih,No-Burn® 1.0 SCOPE OF EVALUATION Wood Gard and No-Burn®Wood Gard Mih are transparent, water-based liquids,packaged in 5-gallon(18.9 L) pails and 1.1 Compliance to the following codes& regulations: 55-gallon (208 L) drums. The coatings have a shelf life of • 2021 2018 2015, 2012, and 2009 International two years when stored in unopened containers between 40°F Building Code®(IBC) and 90°F(4.4°C and 32.2'C).No-Burn®Original,No-Burn® • 2021, 2018, 2015, 2012, .and and 2009 International Original Mih, No-Burn Wood Gard and No-Bum Wood ® Gard Mih shall be mixed with a power mixing wand or Residential Code equivalent at or between 500-900 RPM for a mixing time of • 2021, 2018, 20155,, 2012, and 2009 International 5 minutes per container. Existing Building Code®(IEBC) • 2021, 2018, 2015, 2012, and 2009 International 3.1.2 No-Burn® Plus, No-Burn® Plus ThB, No-Burn® Plus Mechanical Code®(IMC) XD, and No-Burn® Plus Mih are white, water-based latex 1.2 Evaluated in accordance with: liquids,which exhibit intumescent properties when exposed to elevated temperatures and flame, packaged in 5-gallon • IAPMO UES EC017, Evaluation Criteria for Field- (18.9 L)pails and 55-gallon(208 L)drums.No-Burn®Plus, Applied Fire Protective Coatings No-Burn®Plus XD,and No-Bum®Plus Mih have a shelf life • ICC-ES AC377, Acceptance Criteria for Spray- of two years when stored in unopened containers between Applied Foam Plastic Insulation 40°F and 90°F(4.4°C and 32.2°C).No-Bum8 Plus ThB has • ICC-ES AC456 Acceptance Criteria for Fire-Protective a shelf life of 1 year when stored in unopened containers Coatings Applied to Spray-Applied Foam Plastic between 40°F and 90°F(4.4°C and 32.2°C).No-Burn®Plus, Insulation Installed Without a Code-Prescribed No-Burn®Plus XD, and No-Burn®Plus Mih shall be mixed Thermal Barrier with a power mixing wand or equivalent at or between • IAPMO ES1000 Standard for Building Code 500-1500 RPM for a mixing time of 5 minutes per container. Compliance of Spray-Applied Polyurethane Foam No-Burn® Plus ThB shall be mixed with a power mixing • ICC 1100 Standard for Spray-applied Polyurethane wand or equivalent at or between 800-1200 RPM for a mixing Foam Plastic Insulation time of 5 minutes per container. 1.3 Properties assessed: 3.2 Surface-Burning Characteristics: As shown in Table 1 of this report,No-Burn®Plus,No-Burn®Plus ThB,No-Burn® • Surface-buming characteristics Plus Mih, No-Burn® Original, No-Burn® Original Mih, • Interior finishes No-Burn® Wood Gard and No-Burn® Wood Gard Mih • Alternative thermal barrier assemblies provide a Class A interior finish when applied to the specified • Alternative ignition barrier assemblies substrates.When tested in accordance with ASTM E84 or UL • Fire resistance 723, the listed coatings provide flame spread indices complying with ranges set forth for interior finishes in IBC® 2.0 PRODUCT USE Section 803.1 of the 2021,2018,2015,2012,and 2009 IBC®, No-Burn®coatings comply with the IBC®,IRC®,IEBC®and Section R302.9 ofthe 2021,2018,2015,2012 and 2009 IRC® IMCW for use in new and existing buildings. Applied to the and Section 602.2.1 of the 2021,2018,2015,2012 and 2009 substrates listed in Tables 1 through 6 of this report, IMC11. No-Burn®coatings provide the following attributes: The product described in this Uniform Evaluation Service(UES)Repoli has been evaluated as an alternative material,design or method of construction in osier to satisfy and comply with the intent of the provision of the code,as noted in this report,and for at least equivalence to that prescribed in the code in quality,strength,effectiveness,tire resistance,durability and safety, A�A� as applicable,in accordance with IBC Section 104.11.This document shall only be reproduced in its entirety. Copyright©2023 by international Association of Plumbing and Mechanical Officials.All rights reserved.Printed in the United States. Ph:1-877-0IESRPT•Fax:909.472.4171 web:www.uniform-es.org•4755 East Philadelphia Street Ontario,California 91761-2816—USA F Page 1 of 12 "- UEsEVALUATION REPORT NU [ 305 ® Originally Issued: 03/21/2014 Revised: 04/04/2023 Valid Through: 03/31/2024 3.3 Alternative Thermal Barrier Assemblies: No-Burn® a Entry to the attic or crawl space is only to repair,, Plus ThB when applied to spray-applied polyurethane foam maintain, and service utilities and no storage are insulation listed in Table 2 of this report may be installed permitted. without a prescriptive 15-minute thermal barrier in • There are no interconnected attic or crawl space areas. accordance with Section 2603.9 of the 2021,2018 and 2015 • Air,in the attic or crawl space is not circulated to other IBC®,Section 2603.10 of the 26 12 IBC®,and Section 2603.4 parts of the building. of the 2009 IBC®, Section R316.6 of the 2021, 2618, 2015 • Attic ventilation is provided when required by Section and 2012 IRC®,and Section R316.4 of the 2009 IRC®. 1202.2 of the 2021 and 2018 IBC® and 1203.2 of the 2015, 2012, and 2009 IBC® or Section R806 of the The assemblies noted in Table 2 of this report meet the wall 2021, 2018, 2015, 2012 and 2009 IRC®,except when and ceiling finish requirements of Sections 803.1 and 803.4 air,impermeable insulation is permitted in unvented of the 2021, 2018, 2015, 2012 and 2009 IBC®, Sections attics in accordance with Section R806.5 of the 2021, R302.9 and R302.10.1 of the 2021, 2018, 2015, 2012 and 2018,2015 and 2012 IRC®, and Section R806.4 of the 2009 IRC®. Also, as shown in Table 2 of this report, No- 2009 IRC®, Under-floor (crawl space) ventilation is Burn®Plus provides an alternative thermal barrier assembly provided,when required,by Section 1202.4 ofthe 2021 for walls and ceilings when applied to Structural Insulated and 2018 IBC®and 1203.4 of the 2015 IBC®, Section Panels(SIPS)with a maximum combined thickness of 12 3/8 1203.3 of the 2012 and 2009 IBC®or Section R408.1 of inches(314 mm),consisting of a composite of nominal 11 '/z the 2021,2018,2015,2012 and 2009,as applicable. inches (292 mm) thick expanded polystyrene foam plastic • The foam plastic insulation is limited to the maximum core,(1.0 pcf[16 kg/m3],density)sandwiched between two thickness and density tested, shown in Table 3 of this 7/16-inch-thick(II mm)oriented strand board(OSB)sheets report. in accordance with Section 2603.9 of the 2021, 2018 and • Combustion air is provided in accordance with Section 2015 IBC®, Section 2603.10 of the 2012 IBC®, Section 701 of the 2021,2018,2015,2012 and 20.09 IMC®. 2603.4 of the 2009 and Section R316.6 of the 2021, 2018, 2015 and 2012 IRC®,and Section R316.4 of the 2009 IRC®. 3.5 Fire Resistance (Table 4): As shown in Table 4 of this report,No-Burn®Plus provides fire resistance to engineered 3.4 Alternative Ignition Barrier Assemblies:No-Burn®Plus, wood framing members or components when applied to both No-Burn®Plus XD and No-Burn®Plus ThB when applied to sides of the web and top and bottom flanges and the interior the spray applied polyurethane foam insulations listed in facing side of the subfloor,once the components are installed, Table 3 of this report may be installed in an attic or crawl as an alternative to the 2-by-10 dimension lumber prescribed space without a prescriptive ignition barrier in accordance in Section R302.13,Exception 4 of the 2021,2018 and 2015 with Sections 2603.4.1.6 of the 2021,2018,2015,2012,and IRC®and Section R501.3,Exception 4 of the 2012 IRC®.At 2009 IBC®and Sections R316.5.3 and R316.5.4 of the 2021, a minimum, the assembly shall be constructed with the 2018, 2015,2012, and 2009 IRC®.As shown in Table 3 of framing members or components in accordance with Table 4 this report,No-Burn®Plus XD and ZIP System®R-Sheathing of this report affixed to the rim board with 16d common or may be installed in an attic or crawl space without a 10d box nails or fasteners in accordance with Table prescriptive ignition barrier. ZIP System® R-Sheathing R602.3(1) of the 2021, 2018 and 2015 IRC® or 8d nails or (Insulating Sheathing), consists of 1/16-inch-thick(11 mm) fasteners in accordance with the 2012 and 2009 IRC®,23/32" ZIP System®Wall Sheathing with a layer of maximum 1 inch tongue and groove oriented strand board subfloor affixed thick (25.4 mm) rigid polyisocyanurate foam plastic board with 8d common nails or fasteners in accordance with Table laminated to its interior face using PVA adhesive. The ZIP R602.3(1). System®Wall Sheathing is OSB complying with U.S. DOC PS 2 for wood structural panels as Exposure 1 with a 24/0, 3.6 Fire',Resistance (Table 5): As shown in Table 5 of this 24/16, or Wall 24 span rating and is overlaid on the exterior report,No-Burn®Plus provides fire resistance to engineered side with a Grade D water-resistive barrier.The foam plastic wood framing members or components when applied to both insulation boards have a nominal density of 2.0 pcf (32 sides of the web and top and bottom flanges, once the kg/m3),compressive strengths of 22 psi(152 kPa)and 20 psi components are installed, as an alternative to the 2-by-10 (138 kPa), respectively, vapor permeance of less than 1.1 dimension lumber prescribed in Section R302.13,Exception perm, flame-spread-indices of 75 or less and smoke- 4 of the 2021, 2018 and 2015 IRC® and Section R501.3, developed indices of 450 or -less. The ZIP System® Exception 4 of the 2012 IRC®. R=Sheathing panels are nominally 4 feet(1219 mm)wide by 8,9, 10, 11 or 12 feet(2438,2743;3048,3353,or 3658 mm) 3.7 Foam Plastic in Plenums as Interior Finish or Interior long and have square-finished-edge or machined-edge Trim(Table 2):No-Burn®Plus ThB when applied to spray- profile. applied polyurethane foam insulation listed in Table 2 of this report may be installed as an interior finish or interior trim in No-Burn®Plus,No-Burn®Plus XD and No-Bum'Plus ThB plenums as required by Section 2603.7 of the 2021, 2018, may be installed in an attic or crawl space without a 2015, 2012 and 2009 IBC®, Section 602.2.1.6 of the 2021, prescriptive ignition barrier when all of the following 2018, 2015 IMC®, and Section 602.2.1.5 of the 2012 and conditions are met: 2009 IMC®. Page 2of12 ce ' ' © � 305 Originally Issued: 03/21/2014 Revised: 04/04/2023 Valid Through: 03/31/2024 3.8 Exterior Walls in Types I,II,III and IV Construction 4.2 Design: No-Burn®Plus,No-Burn®Plus ThB,No-Burn® (Table 6): No-Burn® Plus ThB when applied to spray- Plus XD,No-Burn®Plus Mih,No-Burn®Original,No-Burn® applied polyurethane foam insulation listed in Table 6 may Original,Mih, No-Burn®Wood Gard and No-Burn®Wood be installed in or on exterior walls of buildings of Type I,II, Gard Mih shall be applied in one coat and may be overcoated III and IV construction complying with Section 2603.5 of the with latex paint per manufacturer's instructions. 2021, 2018, 2015, 2012 and 2009 IBC® and as described in this section. The maximum thickness of the foam plastic 5.0 LIMITATIONS installed on the exterior of the sheathing or installed in stud cavities must be as described in Table 6. The No-Burn coatings described in this report comply with, or are suitable alternatives to what is specified in,those codes 4.0 DESIGN AND INSTALLATION listed in Section 1.0 of this report, subject to the following 4.1 General:The coatings shall be field-applied to substrates conditions: in accordance with this report and the No-Burn®, Inc. 5.1 The,coatings shall be applied in accordance with this published processes. When coatings are applied in report,-the manufacturer's instructions and the applicable accordance with Section 3.5 or Section 3.6 for Fire code. In the event of a conflict between the manufacturer's Resistance,the applicator shall be certified by No-Burn®,Inc. instructions and this report,the more restrictive shall prevail. Copies ofthis report and the No-Burn®,Inc.instructions shall 5.2 Application is limited to the substrates listed in Tables 1 be available at the jobsite. Where conflicts occur,the more pp restrictive shall govern. Before and during coating through 6 of this report. application, substrate surfaces shall be dry, clean and free 5.3 When coatings are applied in accordance with Section 3.5 from loose debris, dirt, grease, oil and all prior coating or Section 3.6 of this report for Fire Resistance,the coatings materials such as paint,stains and sealers.The substrate shall shall be applied prior to installation of mechanical,electrical not have, nor have been exposed to, treatments, chemicals, and plumbing components. coatings, etc. Visual observation of the applied coatings varies. Opaque coatings will result in a distinctive white 5.4 When coatings are applied in accordance with Section3.5 color. Transparent coatings may result in a distinctive color or Section 3.6 ofthis report for Fire Resistance,the No-Burn® dye on the substrate. For verification of the wet applied qualified,applicator shall affix a No-Burn®,Inc.issued label, thickness, a standard painter's thickness gauge shall be used shown in Figure 1 of this report,to the substrate where the during the application.The finished dry mil thickness will be coating has been applied;at a minimum,one No-Burn®, Inc. 0.40-0.70 times the wet mil thickness. When verification of issued label shall be affixed every 10,000 feee(929.03 m2)of transparent coatings is required by the building official,field floor area. testing shall be conducted as follows: flame from a propane- fueled torch shall be applied to the coated area and to a 5.5 When coatings are applied in accordance with Section 3.5 sample of uncoated substrate for a minimum of 10 seconds. or Section 3.6 of this report for Fire Resistance, an The presence of the coating shall be observable through the installation certificate as shown in Figure 2 of this report shall comparison of the reactions of the coated and uncoated be completed by the certified applicator and submitted to the substrates to the flame. building'official and No-Burn®,Inc. The coatings shall be applied only to the specific substrates 5.6 No-Burn®coatings shall be applied to areas within the listed in Tables 1 through 6 of this report.Immediately before weatherproofing membrane or surfaces not exposed to placing the coatings,the applicator shall verify the moisture weather,'where the substrate's in-service dry-use moisture content of the substrates, as applicable, in accordance with content conditions are expected to be at or less than the Table 1,Table 2(SIPs only),Table 4 or Table 5 ofthis report. recommended levels in accordance with Table 1, Table 2 Substrates shall be in their final position in the building, (SIPS only),'Table 4 or Table 5 of this report. directly exposed to the interior,protected from the weather, in conditioned and unconditioned locations. Surface and 5.7 Other inspections may be required when determinedto be ambient temperatures before and during application shall be necessary by the building official in accordance with Section 40°F (4.4°C) minimum. Surface temperatures shall not R109.1.5 of the 2021, 2018, 2015, 2012 and 2009 IRC®. exceed 100°F (37.7°C) during application. Cure time is 24 Special inspection shall be required when determined to be hours minimum. necessary by the building official in accordance with Section The coatings shall be applied at an application rate set forth 1705.1.1 i of the 2021,2018,2015 and 2012 IBC®or Section in Table 1,Table 2,Table 3,Table 4, Table 5,or Table 6 of 1704.15 of the 2009 IBC®. A statement of special inspection this report by spraying, roller or brush. When coatings are in accordance with Section 1704.2.3 of the 2021,2018,2015 applied in accordance with Section 3.5 and Table 4 or Section and 2012 IBC®or 1705 of the 2009 shall be submitted. 3.6 and Table 5, the frequency of thickness measurements with a wet film thickness gauge during the application of each 5.8 The coatings are manufactured in Sandusky,Ohio. coat shall be at a minimum,measured once every 100 ftz(9.29 in 2)of surface area. Page 3 of 12 V E SEVALUATION ' 305 ® Originally Issued: 03/21/2014 Revised: 04/04/2023 Valid Through: 03/31/2024 6.0 SUBSTANTIATING DATA 8.0 STATEMENT OF RECOGNITION 6.1 Data in accordance with the IAPMO UES Evaluation This evaluation report describes the results of research Criteria for Field-Applied Fire Protective Coatings(EC017) completed by IAPMO Uniform Evaluation Service on No- adopted February 2014(editorially revised October 2019). Burn® Plus, No-Burn® Plus ThB, No-Burn®Plus XD, No- Burn®Plus Mih,No-Burn®Original,No-Burn®Original Mih, 6.2 Data in accordance with ICC-ES AC377 Acceptance No-Bum' Wood Gard and No-Burn® Wood Gard Mih,to Criteria for Spray-Applied Foam Plastic Insulation, dated assess conformance to the codes shown in Section 1.0 of this April 2020, (editorially revised July 2020) including test report and serves as documentation of the product reports in accordance with Appendix X of AC377. certification. Coatings are produced at locations noted in Section 5.8 of this report under a quality control program with 6.3,Data in accordance with ICC-ES AC456 Acceptance periodic'inspection under the supervision of IAPMO UES. Criteria for Fire-Protective Coatings Applied to Spray- Applied Foam Plastic Insulation Installed Without a Code- For additional information about this evaluation report please visit Prescribed Thermal Barrier,dated October 2015,(editorially www.uniform-es.org or email us at info6a,uniform-es.ore revised January 2021). 6.4 Date in accordance with IAPMO ES1000 Standard for Building Code Compliance of Spray-Applied Polyurethane Foam,published August 2020. 6.5 Date in accordance with ICC 1100-18 Standard for Spray- applied Polyurethane Foam Plastic Insulation. 6.6 Reports of fire tests conducted in accordance with ASTM E84,ASTM El 19,NFPA 285,NFPA 286(AC377,Appendix X),UL 723,and UL 1715. 6.7 Third-party engineering analysis for extension of NFPA 285 results. 6.8 Test Reports are from laboratories in compliance with ISO/IEC 17025. 7.0 IDENTIFICATION Containers of the coatings are identified by a label affixed on product packaging.The label shall include the No Burn®,Inc., name and address, product name, batch number, expiration 1 date,application instructions,name or logo of the inspection agency, and the Evaluation Report Number (ER-305) to identify the products recognized in this report. A die-stamp label may also substitute for the label. Either Mark of Conformity may also be used as shown below: 1ApM0 or UES ES 0 IAPMO UES ER-305 Page 4 of 12 ca 305 0 Originally Issued: 03/21/2014 Revised: 04/04/2023 Valid Through: 03/31/2024 NO-BURN®INSTALLATION LABEL 0 Product Name: 1 Certified Applicator Number: X0000000014130000 IAPMO UES ER 305 1-BURN 'N www.noburn.com FIGURE 1 TABLE 1-CLASS A INTERIOR FINISH MAX SUBSTRATE MOISTURE NO-BURN®PRODUCT NAME CONTENT Plu82 Plus ThB Plus Mih Original Original Mih Wood Gard Wood Gard Mih Douglas Fir 19% 6milswet(4milsdry) NR 6milswet(4milsdry) 5milswet(2milsdry) NR 5milswet(3milsdry) 5milswet(3milsdry) 275 sq.ft.pergallon 275 sq.ft:per gallon 300 sq.ft.p er gallon 300 sq.ft.pe r gallon 300 sq.ft.p er gallon Red Oak 19% 6milswet(4milsdry) NR NR NR NR NR NR 275 sq.ft.pergallon Oriented Strand 16% 8milswet(5milsdry) 8milswet(5milsdry) NR 5milswet(2milsdry) NR NR 5milswet(3milsdry) Board 200 sq.ft.pergallon 200 sq.ft.pergallon 300 sq.ft.pergallon 300 sq.ft.pergallon Southern Yellow 19% NR NR NR NR 5milswet(2milsdry) NR NR Pine 300 sq.ft.pergallon Hardboard 16% 8milswet(5milsdry) NR NR NR NR NR NR Masonite 200sq.ft.pergallon 'NR=Not Recognized 2Coating may be overcoated with up to seven coats of latex paint with a pH of 7 to 8 Page 5 of 12 ve ' ' © 305 Originally Issued: 03/21/2014 Revised: 0410412023' Valid Through: 03/31/2024 TABLE 2-ALTERNATIVE THERMAL BARRIER ASSEMBLIES MAXIMUM � APPLICATION OF NO-BURN®COATING MAXIMUM THICKNESS(in) THICKNESS(in) Ceilings, MINIMUM INSTALLED THEORETICAL NO-BURN® Walls Underside of THICKNESS mils APPLICATION RATE Evaluation DUCT NAME Report 1.4 SUBSTRATE &Vertical Roof Surfaces SheathinglRafter Square Feet Gallons Per s&Floors Wet Film Dry Film Per Gallon 100 Square Feet AMBIT Ambi-Tite 201(245fa)Closed Cell Spray Foam Plus ThB2 8 12 14 9 115 0.87 ESR-4426 AMBIT Ambi-Tice 204 HFO Closed Cell Spray Foam Plus ThB2 8 12 14 9 115 0.87 ESR-4427 AMD Diamondback Closed Cell Spray Foam Plus ThB2 6.5 9.5 16 11 100 1.0 ESR-4438 BASF Enertite G Open Cell Spray Foam Plus ThB2 8 114 14 9 115 0.87 CCRR-1032 BASF Enertite Max Open Cell Spray Foam Plus ThB2 8 14 14 9 115 0.87 CCRR-1032 BASF Spraytite SP Closed Cell Spray Foam Plus ThB2 6 8 14 9 115 0.87 CCRR-1031 BASF Spraytite 158 Closed Cell Spray Foam Plus ThB2 6 8 14 9 115 0.87 CCRRA 031 BASF Spraytite 178 Closed Cell Spray Foam Plus ThB2 6 8 17 11 94 1.06 CCRR-1031 BASF Spraytite 81206 Closed Cell Spray Foam Plus ThB2 6 8 17 11 94 1.06 CCRR-1031 BASF Walltite US Closed Cell Spray Foam Plus ThB2 6 8 17 11 94 1 1.06 CCRR-1031 BASF Spraytite Comfort Closed Cell Spray Foam Plus ThB2 6 8 14 9 115 0.87 CCRR-0374 BASF Spraytfte Comfort XL Closed Cell Spray Foam Plus ThB2 6 8 14 9 115 0.87 CCRR-0374 BASF Spraytite LWP-L Closed Cell Spray Foam Plus ThB2 6 8 14 9 115 0.87 CCRR-0374 BASF Walltite LWP Closed Cell Spray Foam Plus ThB2 6 8 14 9 115 0.87 CCRR-0374 BASF Walltite Plus Closed Cell Spray Foam Plus ThB2 6 8 14 9 115 0.87 CCRR-0374 Carlisle SealTite Pro Open Cell Spray Foam Plus ThB2 8.5 14 14 9 115 0.87 ER-624 Carlisle Foamsulate 50 HY Open Cell Spray Foam Plus ThB2 8.5 14 14 9 115 0.87 ER-540 Carlisle SealTite Pro High Yield Open Cell Spray Foam Plus ThB2 8.5 14 14 9 115 0.87 ER-623 Carlisle Foamsulate 50 Open Cell Spray Foam Plus ThB2 8.5 14 14 9 115 0.87 ER-351 Carlisle SealTite Pro No Mix Open Cell Spray Foam Plus ThB2 8.5 14 14 .9 115 0.87 ER-616 Carlilse SealTite Pro Closed Cell Spray Foam Plus ThB2 6.5 9.5 14 9 115 0.87 ER-621 Carlisle Foamsulate Closed Cell Spray Foam Plus ThB2 6.5 9.5 14 9 115 0.87 ER-626 Carlisle SealTite Pro HFO Closed Cell Spray Foam Plus ThB2 8.5 14 14 9 115 0.87 ER-720 Carlisle Foamsulate HFO 2.0 Closed Cell Spray Foam Plus ThB2 8.5 14 14 9 115 0.87 ER-841 Carlisle SealTite Pro One Zero Closed Cell Spray Foam Plus ThB2 6.5 9.5 14 9 115 0.87 ER-640 Carlisle Foamsulate HFO Closed Cell Spray Foam Plus ThB2 6.5 9.5 14 9 115 0.87 ER-650 Energy One America EOA 500 Open Cell Spray Foam Plus ThB2 9 14 14 9 115 0.87 ESR-3686 Energy One America EOA 2000 Closed Cell Spray Foam Plus ThB2 6 9.5 14 9 115 0.87 ER-443 Foam Supplies genfoamTa Open Cell Spray Foam Plus ThB2 8.5 14 I 14 9 115 0.87 CCRR-0389 Foam Supplies genXra Open Cell Spray Foam Plus ThB2. 8.5 14 14 9 115 0.87 CCRR-0390 Foam Supplies ecostarTM Closed Cell Spray foam Plus ThB2 6.5 9.5 14 9 115 0.87 CCRR-0388 Gaco Western EZSpray F4500 Open Cell Spray Foam Plus ThB2 12 16 14 9 115 0.87 CCRR-1107 Gaco Western 183M Closed Cell Spray Foam Plus ThB2 6.5 9 14 9 115 0.87 CCRR-1002 Gaco Western OnePass F1850 Closed Cell Spray Foam Plus ThB2 6.5 9.5 14 9 115. 0.87 CCRR-1043 Gaco Western OnePass HFO F1860 Closed Cell Spray Foam Plus ThB2 6 9.5 14 9 115 0.87 ER-859 Gaco Western OnePass Low GWP F1880 Closed Cell Spray Foam Plus ThB2 9 12.5 14 9 115 0.87 CCRR-1106 General Coatings Ultra-Thane 050 Open Cell Spray Foam Plus ThB2 8.5 14 14 9 115 0.87 CCRR-0358 General Coatings Ultra-Thane 050 Max Open Cell Spray Foam Plus ThB2 8.5 14 14 9 115 0.87 CCRR-0358' General Coatings Ultra-Thane 050 Max Pro Open Cell Spray Foam Plus ThB2 8.5 14 14 9 115 0.87 CCRR-0358 General Coatings Ultra-Thane 05OX Open Cell Spray Foam Plus ThB2 8.5 14 14 9 115 0.87 CCRR-0362 General Coatings Ultra-Thane 170 Closed Cell Spray Foam Plus ThB2 6.5 9.5 14 9 115 0.87 CCRR-0345 General Coatings Ultra-Thane 202 Closed Cell Spray Foam Plus ThB2 6.5 9.5 14 9 115 0.87 CCRR-0345 General Coatings Ultra-Thane 202 High-Lift Closed Cell Spray Foam Plus ThB2 6.5 9.5 14 9 115 0.87 CCRR-0345 General Coatings Ultra-Thane 205 HFO Closed Cell Spray Foam Plus ThB2 8 12 14 9 115 0.87 CCRR-0375 General Coatings Ultra-Thane 205 HFO High Lift Closed Cell Spray Foam Plus ThB2 8 12 14 9 115 0.87 CCRR-0375 Page 6 of 12 IU E SEVALUATION REPORT P ' R 305 0 Originally Issued: 03/21/2014 Revised: 04/04/2023', Valid Through: 03/31/2024 TABLE 2 continued-ALTERNATIVE THERMAL BARRIER ASSEMBLIES MAXIMUM MAXIMUM THICKNESS APPLICATION OF NO-BURN®COATING NO-BURN® THICKNESS(in)(in)Ceilings,Underside MINIMUM INSTALLED THEORETICAL SUBSTRATE PRODUCT Walls of Roof THICKNESS mils APPLICATION RATE Evaluation NAME ✓£Vertical SheathinglRafters✓t ' re Fe -lions Per Report 1.4 Surfaces Floors Wet Film Dry Film Pei Ga lo0 100 Square Huntsman(Demilec)Sealection 500 Open Cell Spray Foam Plus ThB2 8 14 16 11 100 1.0 CCRR-1063 Huntsman(Demilec)Sealection NM Open Cell Spray Foam Plus ThB2 8 14 16 11 100 1.0 ESR-2668 Huntsman(Demilec)Agribalance Open Cell Spray Foam Plus ThB2 8 14 16 11 100 1.0 ESR-2600 Huntsman(Demilec)APX 1.2 Open Cell Spray Foam Plus ThB2 8 14 16 11 100 1.0 ESR-3470 Huntsman(Demilec)Heatlok HFO High Lift Closed Cell Spray Foam Plus ThB2 6.5 9.5 16 11 100 1.0 ESR 4073 Huntsman(Demilec)Heatlok HFO Pro Closed Cell Spray Foam Plus ThB2 6.5 9.5 16 11 100 1.0 ER-565 Huntsman(Demilec)Heatlok XT-s Closed Cell Spray Foam Plus ThB2 6.5 9.5 16 11 100 1.0 ESR-3824 Huntsman(Demilec)Heatlok XT-w Closed Cell Spray Foam Plus ThB2 6.5 9.5 16 11 100 11.0 ESR-3883 Huntsman(Demilec)Heatlok ECO Closed Cell Spray Foam Plus ThB2 6.5 9.5 16 11 100 1.0 ESR-3198 Huntsman(Icynene)Classic Open Cell Spray Foam Plus ThB2 6 14 16 11 100 1.0 ESR-1826 Huntsman(Icynene)Classic Ultra Open Cell Spray Foam Plus ThB2 6 14 16 11 100 1.0 ESR-1826 Huntsman(Icynene)Classic Ultra Select Open Cell.Spray Foam Plus ThB2 6 14 16 11 100 1.0 ESR-1826 Huntsman(Icynene)Classic Plus Open Cell Spray Foam Plus ThB2 6 14 16 11 100 1.0 ESR-1826 Huntsman(Icynene)Prime Gold Open Cell Spray Foam Plus ThB2 6 14 16 11 100 1.0 ESR-4323 Huntsman(Icynene)No Mix Open Cell Spray Foam Plus ThB2 8'/z 14 14 9 115 0.87 CCRR-1123 Huntsman(Icynene)ProSeal Closed Cell Foam Plus ThB2 4 8 14 9 115 d.87 ESR-3500 Huntsman(Icynene)ProSeal LE Closed Cell Foam Plus ThB2 4 8 14 9 115 0.87 ESR-3500 Huntsman(Icynene)ProSeal Eco Closed Cell Foam Plus ThB2 4 8 14 9 115 0.87 ESR-3493 Huntsman(Icynene)ProSeal HFO Closed Cell Foam Plus ThB2 4 8 14 9 115 0.87 CCRR-1108 Huntsman(Icynene)ProSeal HFO CW Closed Cell Foam Plus ThB2 4 8 14 9 115 0.87 CCRR-1108 Huntsman(Icynene)MD-C-200 Closed Cell Foam Plus ThB2 4 8 14 9 115 0.87 ESR-3199 Huntsman(Lapolla)Foam-Lok FL 450 Open Cell Spray Foam Plus ThI32 6 14 16 11 100 1.0 ESR-4242 Huntsman(Lapolla)Foam-Lok FL 500 Open Cell Spray Foam Plus ThB2 8% 14 14 9 115 0.87 CCRR-1091 Huntsman(Lapolla)Foam-Lok FL 750 Open Cell Spray Foam Plus ThB2 6 14 16 11 100 1.0 ESR4322 Huntsman(Lapolla)Foam-Lok FL 2000-3G Closed Cell Spray Foam Plus ThB2 6 9 14 9 115 0.87 ESR-3198 Huntmsan(Lapolla)Foam-Lok FL 20004G Closed Cell Spray Foam Plus ThB2 6 9 14 9 115 0.87 CCRR-1025 Huntmsan(Lapolla)Foam-Lok FL 2000 Closed Cell Spray Foam Plus ThB2 6 9 14 9 115 0.87 ESR-2629 ICP Handi-Foam HVLP LD Open Cell Spray Foam Plus ThB2 8 14 14 9 115 0.87 CCRR-1124 ICP Handi-Foam HVLP MD Closed Cell Spray Foam Plus ThB2 12 14 14 9 115 0.87 ER-728 Johns Manville JM Corbond Open Cell Spray Foam Plus ThB2 8 14 14 9 115 0.87 CCRR-1079 Johns Manville JM Corbond HY Open Cell Spray Foam Plus ThB2 8 14 14 9 115 0.87 CCRR-1079 Johns Manville JM Corbond OCX Open Cell Spray Foam Plus ThB2 8 14 14 9 115 0.87 ER-372 Johns Manville JM Corbond III Closed Cell Spray Foam Plus ThB2 6 8 14 9 115 0.87 ER-146 Johns Manville JM Corbond IV Closed CeII Spray Foam Plus ThB2 6 8 14 9 115 0.87 ER-146 Johns Manville JM GEN IV Closed Cell Spray Foam Plus ThB2 6.5 9.5 14 9 115 0.87 ER-700 Johns Manville JM Corbond MCS Closed Cell Spray Foam Plus ThI32 6 8 14 9 115 0.87 ESR-3159 Natural Polymers Natural-Therm 2.0 Closed Cell Spray Foam Plus ThB2 12 14 14 9 115 0.87 ER-714 NCFI InsulStar Light 12-008 Open Cell Spray Foam Plus ThB2 8.5 14 14 9 115 0.87 CCRR-0323 NCFI InsulStar Light 12-075 Open Cell Spray Foam Plus ThB2 8.5 14 14 9 115 0.87 CCRR-0323 NCFI InsulStar 11-036 Closed Cell Spray Foam Plus ThB2 8.5 14 14 9 115 0.87 ER-340 NCFI InsulBloc 11-037 Closed Cell Spray Foam Plus ThB2 8.5 14 14 9 115 0.87 ER-340 PSI Staycell 505 Open Cell Spray Foam Plus ThB2 8.5 14 14 9 115 0.87 QAI B1020 PSI Staycell 508 Open Cell Spray Foam Plus ThB2 8.5 14 14 9 115 0.87 QAI B1020 PSI Staycell 504-2 Closed Cell Spray Foam Plus ThB2 8.5 14 14 9 115 0.87 QAI 91020 SES EasySeal 0.5 Open Cell Spray Foam Plus Th92 10 14 14 9 115 0.87 ER-492 SES SucraSeal 0.5 Open Cell Spray Foam Plus ThB2 9 14 14 9 115 0.87 ESR-3375 SES Nexseal 2.0 Closed Cell Spray Foam Plus Th82 6 9.5 14 9 115 0.87 ER-374 Page 7 of 12 V E SE"LUATION REPORT D - 305 o Originally Issued: 03/21/2014 Revised: 04/04/2023 Valid Through: 0313l/2024 TABLE 2 continued-ALTERNATIVE THERMAL BARRIER ASSEMBLIES MAXIMUM MAXIMUM THICKNESS APPLICATION OF NO-BURN®COATING NO-BURN® THICKNESS(in) (in)Ceilings,Underside MINIMUM INSTALLED THEORETICAL SUBSTRATE PRODUCT Walls of of THICKNESS mils APPLICATION RATE Evaluation NAME &Vertical Sheathing/Rafters& Gallons Per Report 1. Surfaces Floors Wet Film Dry Film p Square Gallon 100 Square Feet , SES Nexseal 2.0 LE Closed Cell Spray Foam Plus ThB2 6 9.5 14 9 115 0.87 ER-374 SWD QuikShield 108 Open Cell Spray Foam Plus ThB2 8 14 14 9 115 0.87 CCRR-1051 SWD QuikShield 108YM Open Cell Spray Foam Plus ThB2 8 14 14 9 115 1 0.87 CCRR-1051 SWD QuikShield 112XC Closed Cell Spray Foam Plus ThB2 5 8 14 9 115 0.87 CCRR-1011 SWD QuikShield 118 Closed Cell Spray Foam Plus ThB2 5 8 14 9 115 0.87 CCRR-1093 SWD Quik-Shield 133 Closed Cell Spray Foam Plus ThB2 9 12.5 14 9 115 0.87 CCRR-0368 SWD QuikShield 144 Closed Cell Spray Foam Plus ThB2 5 8 14 9 115 0.87 CCRR-0391 SWD Quik-Shield YETI Closed Cell Spray Foam Plus ThB2 5 8 14 9 115 0.87 CCRR-0478 TherrnoSeal OCX Open Cell Spray Foam Plus ThB2 8 14 16 11 100 1.0 CCRR-1095 ThennoSeal CCX Closed Cell Spray Foam Plus ThS2 6.5 9.5 16 11 100 1.0 ESR-4137 TherrnoSeal 2000/200OW Closed Cell Spray Foam Plus ThB2 6.5 9.5 14 9 115 0.87 ER-581 UPC 500 Open Cell Spray Foam Plus ThB2 8.5 14 14 9 115 0.87 CCRR-0358 UPC 500 Max Open Cell Spray Foam Plus ThB2 8.5 14 14 9 115 0.87 CCRR-0358 UPC 500 Max Pro Open Cell Spray Foam Plus ThB2 8.5 14 14 9 115 0.87 CCRR-0358 UPC 500 OCX Open Cell Spray Foam Plus ThB2 8.5 14 14 9 115 0.87 CCRR-0362 UPC 1.7 Closed Cell Spray Foam Plus ThB2 6.5 9.5 14 9 115 0.87 CCRR-0345 UPC 2.0 Closed Cell Spray Foam Plus ThB2 6.5 9.5 14 9 115 0.87 CCRR-0345 UPC 2.0 HL Closed Cell Spray Foam Plus ThB2 6.5 9.5 14 9 115 0.87 CCRR-0345 UPC 2.0 MAX Closed Cell Spray Foam Plus ThB2 6.5 9.5 1 14 9 115 0.87 CCRR-0345 UPC 2.0 HFO Closed Cell Spray Foam Plus ThB2 8 12 14 9 115 0.87 CCRR-0375 UPC 2.0 HFO High Lift Closed Cell Spray Foam Plus ThB2 8 12 14 9 115 0.87 CCRR-0375 Victory Polymers VPC-50 Open Cell Spray Foam Plus ThB2 8.5 14 14 9 115 0.87 ER-674 Victory Polymers VPC-CC SuperLift Closed Cell Foam Plus ThB2 6.5 9.5 16 11 100 1.0 ESR-4334 Victory Polymers VPC-CC SuperYield Closed Cell Foam Plus ThB2 6.5 9.5 16 11 100 1.0 ESR-4334 Xtremeseal 0.4 LX Shield Open Cell Spray Foam Plus ThB2 8.0 14 14 9 115 0.87 CCRR-1112 Xtremeseal 0.5 LX Open Cell Spray Foam Plus ThB2 10 14 14 9 115 0.87 ER-538 Xtremeseal 2.0 LE Closed Cell Spray Foam Plus ThB2 6 9.5 14 9 115 0.87 ER537 Structural Insulated Panel(SIPs)3 PIus2 N/A N/A 12 7 134 0.75 NIA For SI:1 mil=0.0254 mm,1 inch=25.4 mm,1 gal=3.79 L 'Use of No-Bume Plus ThB for use with any insulation product listed herein is conditional upon that insulation product's compliance to AC377 in an evaluation report by an approved evaluation entity.Users shall independently verify the current validity of any evaluation report referenced herein. ER-Evaluation Reports from IAPMO Uniform Evaluation Service,CCRR-Code Compliance Research Reports from Intertek,and ESR-Evaluation Service Reports from ICC-ES. 2No-Bum®Plus ThB or Plus may be overcoated or undercoated with latex paint with a pH of 7 to 8 3The maximum moisture content is limited to 16%. °Approval of the use of Plus ThB for use over any insulation product listed in Table 2 is subject to the insulation meeting the requirements in the appropriate evaluation report. 5 When coatings are applied in accordance with Table 2,the Spray Polyurethane Foam Insulation Certificate(SPFA-148),or a spray polyurethane foam insulation manufacturer insulation certificate, , may be completed by the intumescent coating installer and submitted upon request Page 8 of 12 vS ' ' © - a 305 Originally Issued:03/21/2014 Revised: 04104120231 Valid Through: 03/31/2024 TABLE 3-ALTERNATIVE IGNITION BARRIER ASSEMBLIES2 MAXIMUM MAXIMUM 1 APPLICATION OF NO-BURN®COATING THICKNESS 'THICKNESS MINIMUM INSTALLED THEORETICAL APPLICATION NO-BURN®PRODUCT (in)Walls, (in)Ceilings, THICKNESS mils RATE NAME' Vertical Underside of Roof SUBSTRATE Surfaces& SheathinglRafters& Square Feet Gallons Per Wet Film D Attic Floors Floors Dry Film Per Gallon 100 Square Feet BASF ENERTITE&G Open Cell Spray Foam Plus XO or Plus ThB 11% 16 6 4 267 0.37 BASF ENERTITE®Max Open Cell Spray Foam Plus XO or Plus ThB 11% 16 6 4 267 0.37 BASF SPRAYTITE&158 Closed Cell Spray Foam Plus XD or Plus ThB 8 8 6 4 267 0.37 BASF SPRAYTITE&SP Closed Cell Spray Foam Plus XO or Plus ThB 8 8 6 4 267 0.37 BASF Spraytite Comfort Closed Cell Spray Foam Plus XD or Plus ThB 8 8 6 4 267 0.37 BASF Spraytite Comfort XL Closed Cell Spray Foam Plus XD or Plus ThB 8 8 6 4 267 0.37 BASF Spraytite LWP-L Closed Cell Spray Foam Plus XD or Plus ThB 8 8 1 6 4 267 0.37 BASF SPRAYTITE&178 and 81206 Closed Cell Spray Foam Plus,Plus XD or Plus ThB 9114 11'% 12 7 134 0.75 BASF WALLTITE&US Closed Cell Spray Foam Plus,Plus XD or Plus ThB 91/4 11'/4 12 7 134 0.75 BASF Walltite®LWP Closed Cell Spray Foam Plus,Plus XD or Plus ThB 8 8 6 4 267 0.37 BASF Walltite®Plus Closed Cell Spray Foam Plus,Plus XD or Plus ThB 8 8 6 4 267 0.37 Carlisle SealTite Pro Open Cell Spray Foam Plus XD or Plus ThB 11% 16 6 4 267 0.37 Carlisle Foamsulate 50 HY Open Cell Spray Foam Plus XO or Plus ThB 11% 16 6 4 267 0.37 Carisle SealTite Pro High Yield Open Cell Spray Foam Plus XD or Plus ThB 11%4 16 6 4 267 0.37 Carlisle Foamsulate 50 Open Cell Spray Foam• Plus XD or Plus ThB 11 Y4 16 6 4 267 0.37 Carlisle SealTite Pro No Mix Open Cell Spray Foam Plus XD or Plus ThB 11'% 16 6 4 267 0.37 Convenience Touch'n Seale 2.0 PCF Closed Cell Spray Foam Plus XD or Plus ThB 2 2 8 5 200 0.5 Creative Polymer Accufoam Open Cell Spray Foam Plus XD or Plus ThB 8 14 6 4 267 0.37 DAP Touch N'Seal Class I FR Closed Cell Spray Foam Plus XO or Plus ThB 2 2 8 5 200 0.5 Franklin Titebond Weathennaster Superfoam Closed Cell Spray Plus XD or Plus ThB 2 2 10 6 160 0.63 Foam Gaco Western EZ Spray F4500 Open Cell Spray Foam Plus ThB 12 16 6 4 267 0.37 Holcim EasySeal ULD Plus ThB 10 16 6 4 267 0.37 Huber ZIP Systems R-Sheathing Panel(R-3&R-6) Plus XD or Plus ThB N/A N/A 10 6 160 0.63 Huntsman(Demilec)SEALECTION&500 Open Cell Spray Foam Plus XD or Plus ThB 9114 11'/4 6 4 267 0.37 Huntsman(Demilec)Sealection NM Open Cell Spray Foam Plus XD or Plus ThB 9114 11'/. 6 4 267 0.37_ Huntsman(Demilec)Agribalance&Open Cell Spray Foam Plus XD or Plus ThB 9112 11 4h 10 6 160 0.63 Huntsman(Icynene)Classic Open Cell Spray Foam Plus XD or Plus ThS 51/2 14 6 4 267 0.37 Huntsman(Icynene)Classic Ultra Open Cell Spray Foam Plus XD or Plus ThS 51/2 14 6 4 267 0.37 Huntsman(Icynene)Classic Ultra Select Open Cell Spray Foam Plus XD or Plus ThB 5112 14 6 4 267 0.37 Huntsman(Icynene)Classic Plus Open Cell Spray Foam Plus XD or Plus ThB 8 14 6 4 267 0.37 Huntsman(Icynene)Prime Gold Open Cell Spray Foam Plus XD or Plus ThB 51/2 14 6 4 267 0.37 Huntsman(Icynene)ProSeal Eco Closed Cell Spray Foam Plus XD or Plus ThB 7 V4 9% 5 3 320 0.31 Huntsman(Icynene)MD-C-200 Closed Cell Spray Foam Plus,Plus XD or Plus ThB 11 1/4 11 114 16 10 100 1.0 Huntsman(Lapolla)FL 450 Open Cell Spray Foam Plus XD or Plus ThB 5 V2 14 6 4 267 0.37 Huntsman(Lapolla)FL 750 Open Cell Spray Foam Plus XD or Plus ThB 8 14 6 4 267 0.37 - ICP Handi-Foam HVLP LD Open Cell Spay Foam Plus XD or Plus ThB 11%. 16 6 4 267 0.37 ICP Handi-Foam®E-84 Class 1(A)Closed Cell Spray Foam Plus XD or Plus ThB 2 2 10 6 160 0.63 Johns Manville JM Corbond HY Open Cell Spray Foam Plus ThB 8 12 6 4 267 0.37 SWD QuikShield 106 Open Cell Spray Foam Plus ThB 8 14 6 4 267 0.37 TherrnoSeal OCX-Open Cell Spray Foam Plus XD or Plus ThB 9112 11%. 6 4 267 . 0.37 Tiger Foam&E-84 Fire Rated SPF Class 1 Spray Foam Plus XD or Plus ThB 2 2 10 6 160 0.63 Victory Polymers VPC-50.Open Cell Spray Foam Plus XD or Plus ThB 11114 16 6 4 267 0.37 For SI:1 mil=0.0254 mm,1 inch=25.4 mm,1 gal=3.79 L 'No-Bum&Plus,Plus XD or Plus ThB may be overcoated with latex paint with a pH of 7 to 8 2 When coatings are applied in accordance with Table 3,the Spray Polyurethane Foam Insulation Certificate(SPFA-148),or a spray polyurethane foam insulation manufacturer insulation certificate,may be completed by the intumescent coating installer and submitted upon request Page 9 of 12 go ' ' 305 e -Originally Issued: 03/21/2014 Revised: 04/04/2023', Valid Through: 03/31/2024 TABLE 4-FIRE RESISTANCE(See Section 3.5) MINIMUM DESIGN MAX SUBSTRATE MOISTURE Minimum Web Flange Depth Moment El x 106 NO•BURN®PLUS CONTENT Depth(in) Thickness x Width(in) (ft-Ibs) (in2•lbs) Vertical Shear(Ibs) in) Ijoist:solid sawn flange 16% 9+% 31s 1.5x2 2725 170 1475 15milswet(9milsdry) 107 sq.ft.per gallon ]-joist:structural 16% 9+/z 3/8 1.125x2 2725 170 1475 15milswet(9milsdry) composite lumber flange 107 sq.ft.per gallon Ijoiststructural 16% 117/8 31a 1.125x1.75 3025 260 1625 15milswet(9milsdry) composite lumber flange 107 sq.ft.per gallon For SI:1 mil=0.0254 mm,1 inch=25.4 mm,1 gal=3.79 L,1 lb=0.45 kg 'No-Bum®Plus may be overcoated with latex paint with a pH of 7 to 8 TABLE 5-"FIRE RESISTANCE(See Section 3.6) MINIMUM DESIGN MAX NO-BURN®PLUS' SUBSTRATE MOISTURE Minimum Thick ess Flange Depth Moment El x 106 Vertical Shear(Ibs) CONTENT Depth(in) (in) x Width(in) (ft (inz-Ibs) Ijoist:solid sawn flange 16% 9Y2 3/8 1.5x2.5 2800 198 1185 23milswet(14-mils dry) 70 sq.ft.per gallon 1-joist:structural 31 Mmilswet(14milsdry) composite lumber flange 16% 117/8 s 1.125x1.75 3025 260 1625 70 sq.ft.per gallon For Sh 1 mil=0.0254 mm,1 inch=25.4 mm,1 gal=3.79 L,1 lb=0.45 kg 'No-Bum®Plus may be overcoated with latex paint with a pH of 7 to 8 1 Page 10 of 12 I � gUE ,S- E"LUATION REPORT Nulj�r__3015_ Originally Issued: 03/21/2014 Revised: 04/04/2023 Valid Through: 03/31/2024 TABLE 6—NFPA 285 COMPLYING EXTERIOR WALL ASSEMBLIES(See Section 3.8) Wall Component Allowable Substitutions 1) Cast Concrete Walls Base Wall 2) Concrete Masonry Units(CMU) Use any Item 1,2,3 or 4 3) Min.20 GA,1.5 in.x 3 518 in.deep or 6-inch deep steel with 5/8-inch Type X Gypsum Wallboard interior with long dimension perpendicular to the steel studs 4) FRT wood studs spaced 24 inches OC(max.)with 5/8-inch Type X Gypsum Wallboard interior Floor Line Firesto m Minimum 4-inch-thick,4 pcf mineral fiber(wool)safing insulation in each framing cavity(thickness to match framing depth),at each Pp g floorline. 1) None 2) Any noncombustible insulation per ASTM El36 for Base Wall 3,or 4 3) Any Mineral Fiber(Board type Class A ASTM E84 faced or unfaced)for Base Wall 3 or 4 4) Any Fiberglass Batt Insulation(Class A Faced or Unfaced)for Base Wall 3 or 4. 5) BASF WALLTITE US and SPRAYTITE COMFORT(35/3-inch maximum thickness)—cavity may be partially or fully filled,leaving a Cavity or Interior Insulation maximum 4-inch air cavity between the polyurethane foam insulation and the 5/8-inch Type X Gypsum Wallboard for Base Wall 3 or Use any Item 1-7 4.Use minimum 5/e-inch exterior sheathing for base wall 6) BASF Enertite G-up to full stud cavity depth thickness for Base Wall 3 or 4 7) BASF WallTite LWP up to 51/2 inches thick with up to 6-inch-deep studs. Note:For Cavity Insulations 5,6,and 7,must use fire stopping at floor lines and 5/8-inch exterior gypsum sheathing except Item 7 may use inch exterior gypsum sheathing..SPF is applied to the interior face of exterior gypsum sheathing of base wall or 4 as the substrate and covering the cavity's width and the inside of the wall stud framing flange. Exterior Sheathing ''%-inch-thick fiberglass mat,exterior gypsum board with long dimension perpendicular to the Base Wall studs. WRB over Sheathing 1) None Use any Item 1 or 2 2) BASF MasterSeal AWB 660 or equivalent WRB with lower heat release rate when tested to ASTM El354 Z Girts 1) Vertical or Horizontal metallic Z Use Item 1,2,or 3 for claddings_ 2) Horizontal Smart Ci-GreenGirt requiring girts. 3) Horizontal Armatherm FRR Z Girt Note:Girt spacing shall be able to comply with required wind load per manufacturer's instructions. WRB over Exterior Insulation None Max.3%-inch BASF WALLTITE LWP or WALLTITE US directly on the Exterior Sheathing coated with No-Burn Plus ThB(15 wet mils)+ Behr Premium Plus Exterior Paint(6 wet mils)or equivalent exterior paint. Z-girts1.5 may be oriented vertically or horizontally. Use Z-girts made,of 20 GA galvanized steel with 4-inch web and 2-inch legs. Vertical Exterior Insulation Z-girts shall be installed on the Exterior Sheathing spaced 24 inches o.c. A horizontal Z-girt,with the outer leg oriented downward,shall be installed on the Exterior Sheathing at the top and bottom of the wall,and at each floorline as a through wall flashing. Closures2,5 made of a minimum 20 GA aluminum with 3-inch web by 3-inch leg by 2-inch leg. Closures shall be installed over the Exterior Wall System around the perimeter of wall at floorlines and around window openings.At the floorlines,J-trim and Z-flashings are utilized to finish the cut ends. 1) Max.20 GA aluminum or steel cladding oriented vertically or horizontally' 2) Natural Stone Veneer—minimum 2 inches thick 3) Brick—Nominal 4-inch clay brick with maximum 2-inch air gap between exterior insulation and brick. Standard brick ties/anchors installed 24 inches o.c.vertically on each stud. Exterior Cladding 4) Cast Artificial Stone,such as Cultured Stone and Masonry,mini 1'1%inches thick complying with AC51 Use any Item 1-9 5) Uninsulated Fiber Cement siding minimum.%inches thick. 6) Stucco%mch minimum exterior cement plaster and lath. 7) Limestone 2-inch minimum using standard non-open joint installation 8) Terra Cotta Cladding 1%-inch minimum using standard installation technique 9) Autoclaved-aerated-concrete_(AAC)panels(minimum 11/2 inches thick) Combining the Exterior Cladding'and Hat ChannelS3 create an air cavity that allows for an overall max.air cavity of 3 inches Window Perimeter, Aluminum flashing,at a min.,0.040 For SI:1 mil=0.0254 mm,1 inch=25.4 mm Notes to table on next page. 'Use drip caps made of min.20 GA aluminum.The drip caps shall be installed horizontally,at the top of the wall assembly,at the bottom of the wall assembly,and at openings using one min.Type-S,#8 by%in.long self-tapping pan-head screw on both the upper and lower flange of the Hat Channel. When installed horizontally,the 3 in.leg is fastened to the Z-girts using one min.Type-S,#8 by%a"long self-tapping pan-head screw at each Z-girt location.When installed vertically,the 3 in.leg is fastened to the Z-girts using min.Type-S#8 by%in.long self-tapping pan-head screws spaced 12 in.OC. zVertical or horizontal cladding shall have no opening between adjacent cladding. Once installed vertically or horizontally fastened on one edge with the opposite edge interlocked to the adjacent cladding edge. Cladding fasteners are a min.Type-S#8 by 3/4 in.long self-tapping pan-head screw. 3Use Hat Channels made of 18 GA galvanized steel.Hat Channels may be vented or unvented. Hat Channels may be installed vertically or horizontally over the Exterior Wall System spaced with max.24"OC and fastened at each Z-girt location across the span of Hat Channel using one min.Type-S,#8 by%in.long self-tapping pan-head screw on both the upper and lower flange of.the Hat Channel. 4Sealant is silicone-based and installed as a bead in typical locations(for moisture control)along all the interfaces between the Closures,Exterior Cladding,Drip Cap,etc. Weep hole openings in the sealant are permitted.Where sealing of vertical joints between adjacent Exterior Cladding panels is required,only use 100%silicone sealant. Page 11 of 12 ce �. �.Originally Issued: 03/21/2014 Revised: 04/04/2023', Valid Through: 03/31/2024 NO-BURN®PRODUCT APPLICATIONI CERTIFICATE LOCATION OF BUILDING: Address Lot'# City State Zip DESCRIPTION AND USE OF BUILDING: Certified Applicator Name Company Certified Applicator Number Moisture Meter Size of 1-joist Q Temp Area (Series,depth Reading Product (Wetfilm Date (Max% Reading Describe Area Treated Treated Applied sandpacing) total gallonsand Applied Noted In (°F) (Footprint applied) Tables SgFt) 4 or, Certified Applicator Signature Date of Service FIGURE 2 i Page 12 of 12 q I azq Energy. Testing Servsces FCEVE JUL 1 3 2023 BUILDING DEFT. �"0Y N-t -'I 01�T1. July 13th,2023 Town of Southold Building Department 54375 Route 25 P.O. Box 1179 Southold, NY 11971 a Re, Burt Dorfman 1025'West Cove Road Cutchogue, NY 1935 As requested by the Town of Southold, Energy Testing Services was retained by Burt Dorfrran to perform the Blower Door Test at the above-mentioned address.Michael Caruso(HERS Rater#7960376) conducted the Blower Door Test and found the results to be calculated at 1163 CFM @ 50 Pa or 1.20 ACH @ 50 Pa.These results are below the maximum air infiltration rate(3 ACH @ 50 Pa)set by the 2020 ECCC of NYS. Please feel free to give us a call if you'have any questions or regwire further info-mation. Thank you. Michael Caruso President Energy Testing Services 1648 Locust Avenue Suite E,Bohemia,NY 11716 Office: (631)244-2627/Cell:(631)405-9890 mcaruso@energytestingservic--s.com www.energytestingservices.com Retrotec rCloud Quality suranc Report Single Directio Iti Point 'Igwer Door Test PASS Your R It: 1.20 ACH50 2.66 CRAM * 60/58212 W) Target (1 3 ACH50 / Test Information \"'�VFV Pr Test Name 1025 W. Cove Rd Test Date 2023-07-13 09:56 AM (UTC-4) Export id VXH3RIKLV Company Name Energy Testing Services Technician Name Michael Caruso Technician Email michael@hygradecorp.com Building Information Address 1025 W Cove Rd City Cutchogue State NY Zip/postal Code 11935 Country United States Year Constructed 2023 Elevation 56 ft Address Verified? Yes Building Latitude, Longitude 41.006214, -72.452476 GPS validation i atitude/Longitude•41 00G982 -72 45�603 F ccyrary 33 ft Estimated Distance From Address 69 ft Test Equipment Fan Model Retrotec 5000 Fan Serial Number 5FN103130 Pressure Gauge Model Retrotec DM32 10A Gauge Serial Number 412397 Environmental Conditions Pre-test Indoor Temperature 7 OF Pre-test Outdoor Temperature 81 OF Wind Speed 8 MPH Average Barometric Pressure 101.4 kPa Test Dimensions Conditioned Floor Area 6468 ft2 Envelope Area 7 ftz Volume 58212 ft3 1 i Retrotec rCloud Test Results Summary Test Type Single Direction Multi Point Blower Door Test Flow Reference Pressure 50 Pa Time Averaging 10 secondr, Corrected Flow 1162.66 C=M @ 50 Pa Air Changes Per Hour 1.198 Percent Uncertainty 3.4% Correlation 0.996 Intercept 74.819 Slope 0.701 Test Results Test Data Set 1 Flow Direction Depressurze Gauge Location Inside Baseline Pressure; Initial Pa -0.7 -0.9 -1:1 -1.3 -1.5 -1.7 -1.9 -1.8 -1.5 -1.2 Baseline Duration 13 seconc:s Average baseline -1.36 Pa Measured Pressure(Pa) -15.61 -22.74 -29.87 -38.71 Fan Pressure[5000-B4](Pa) 49.09 87.45 132.0E 181.03 Fan Pressure[5000-68] (Pa) Flow.(CFM), 432.49 603.44 757.1 884.92 Measured Pressure(Pa) -46.88 -52.95 -61.13 Fan Pressure[5000-B4] (Pa) Fan Pressure[5000-B81(Pa) 55.5 64.34 78.23 Flow CFM 1002.72 1085.48 1205.53 Baseline Pressure, Final Pa -1.2 -1.3 -1.4 -1.4 -1.3 -1.4 -1.4 -1.3 -1.3 -1.2 Baseline Duration 14 seconds Average baseline -1.32 Pa 2 Retrotec rCloud Test Notes No notes entered. Flow Equation Parameters - Retrotec Calibrated Flow Parameters Certificate Number: 202011300816-5FN103130 Fan Last Calibrated: 2020-11-33 Fan Model . Retrotec 5D00 Fan Serial Number 5FN103130 Fan Last Calibrated: 2020-11-�1 Units Used For Flow Parameters in Equation CFM Fan pressure(FP) is the measured fan pressure when using a self-referenced fan or when the room pressure is negative. If using a fan which is not self-referenced, and the room pressure is positive, fan pressure is calculated by subtracting the measured room pressure from the absolute value of the fan pressure. If PrA is greater than 0 or fan is self-referencing: FP = jPrBj -PrA If PrA is less than 0 or fan is self-referencing: FP= PrB Flow calculations are not valid if fan pressure is less than either MF cr(K2 x JR131) FP--.fan pressure,.RP=room pressure Range N K K1 K2 K3 K4 MF Open 0.4936 571.2871 0.0000 0.3000 0.0000 1 10 A 0.4963 303.6204 0.0000 0.4000 0.0000 1 20 138 0.5366 116.1857 0.0000 0.7000 0.0000 1 40 flow= (FP-RPxK1 ^x K+ K3x FP)xK4 Range A B C D F G K2 MF B4 0.0000269955 -0.01959863 6.8216 127.49 0.41 50 0.8000 40 B2 0.0000212130 -0.01424981 4.2559 -43.96 0.50 50 1.0000 50 B1 0.0000067829 -0.00499017 1.7517 -1.36 0.12 50 1.0000 30 B74 0.0000007960 -0.00095010 0.5900 18.00 0.15 25 0.8000 35 I B47 0.0000002690 -0.00035905 0.2435 12.05 0.09 25 1.0000 50 B29 0.0000001110 -0.00014900 0.0920 4.40 -0.02 25 0.6000 50 flow=.AxFP3 + BxFP2 + Cx FP)+ D +((G- RP)xF 3 New York ECCC 2020 UA Compliances Property Organization Inspection Status E C E U E 1025 West Cove Rd Energy Testing Services Results are projected Cutchogue, NY 11935 Michael Fauci 631-244-2627. PEAR 2 17022 910 Glenn, LLC- 1.025 West Cove . Rd;Cutcho ue, NY 11935 Builder. BUILDING DEPT.. . g 'OWN OF SOUTHOLD Initial House Design 910 Glenn, LLC. . This report is based on a proposed design and does not confirm field enforcement of design elements. Building UA Elements IECC Reference. As Designed Ceilings 67.4 72.8 Above-Grade Walls 184.8 170.4 Windows, Doors and Skylights 229.5 214.4 Slab Floor: 0.0. 0.0 Framed Floors 119.5 89.9 Foundation Walls 0.0 0.0 Rini Joists 7.0 5.8 Overall UA(Design must be equal or lower): 608.2 553.3 Requirements ® 402.1.5 Total UA alternative compliance passes by 9.0%. ® 402.3.2 Average SHGC:0.30 Max SHGC:0.40 R402.4.1.2 Air Leakage Testing A post construction blower door testis required to verity the air leakage meets the requirement. ® R402.5 Area-weighted average fenestration SHGC ® R402.5 Area-weighted average fenestration U-Factor ® .R404.1 Lighting Equipment Efficiency ® R403.6.1 Mechanical Ventilation Efficacy ® Mandatory Checklist Mandatory code requirements that are not checked by Ekotrope must be met._ ® R403.6 Mechanical Ventilation Rate ® R403.3.4 Duct Leakage , ® R403.5.3 Hot water pipe insulation Design'exceeds requirements for New York ECCC 2020 Prescriptive compliance by 9%. Name:. Michael Fauci Signature: Af cAczel Faud Organization: Energy Testing Services •Digitally signed: 3/7/22.at 12:19 PM Ekotrope RATER-Version 4.0.1.2847 New York ECCC 2026 Prescriptive compliance results calculated using Ekotrope RATER's energy and code compliance algorithm,including appropriate amendments. Ekotrope RATER is a,RESNET Accredited HERS Rating Tool.All results are based on data entered by Ekotrope users. Ekotrope disclaims all liability for the information shown on this report.. \ 1 Energy Code Inspection Checklist Property Organization , Inspection Status 1.025 West Cove Rd Energy Testing Services Results are projected Cutchogue, NY 11935 Michael Fauci 631=244-2627 910 Glenn, LLC- 102.5 West Cove Rd;Cutchogue,.NY 11935. 'Builder. Initial House Design. 910 Glenn, LLC. . General Building.Information Conditioned Area(sq ft) Conditioned Volume(cubic ft) 37,827 Insulated Shell Area(sq ft) 9,083 The building energy model in Ekotrope reflects the building assemblies and energy features listed below.Sometimes energy features will change in the field from what has been modeled.The inspection process.should"identify any changes and ensure that the home continues to meet the applicable energy code. Slab None Present Framed Floor- Name: Floor to Basement(2,177 s.f:) R-0 continuous insulation,;R-30 cavity insulation- Insulation Grade: Name: Garage (365 s.f.) R-0 continuous.insulation; R-30 cavity.insulation Insulation Grade: 1, Foundation Wall None Present Above Grade Wall Name:AGW(3,492 s.f.) R=0 continuous insulation, R-21.cavity insulation . Insulation Grade: Name:AGGW-(306 s.f:) . - R-0 continuous insulation, R-21 cavity-insulation. Insulation Grade: I . Rim Joist 1 FName: Rim Joist Ambient(118 s.f-) R:21.00 -T J. Energy Code Inspection Checklist Property Organization Inspection Status . 1.025 West Cove Rd 'Energy Testing Services Results are projected Cutchogue, NY 11935. Michael Fauci 631-244-2627 910 Glenn, LLC-1025 West Cove Rd, Cutchogue,.NY 11935_ Builder Initial House Design 910 Glenn,.LLC. Name: Rim Joist Garage(34 s.f.) R:21.00 Ceiling ! Ro.of . Name:Ambient Ceiling (565 s.f.) R-0 continuous insulation, R-30 cavity insulation Insulation Grade: I. Name: Flat Ceiling (2,026 sJ.) R-11 continuous insulation, R-30 cavity insulation Insulation Grade: Opaque Door Name: Front'Door(24.s:f.) R:5.00 ElName:Garage Door(24 s.f.) R:5.00 Name.Side Door(24.s:f.) R:5.00 Glazing Name:ff 2 s(Front)(28 s.f:), U:0.310, SHGC:0.31 Orientation:SOUTH Name:.ff 1.s.(14.s.f.), U: 0.310, SHGC:0.3, Orientation: SOUTH Name:ff 2 s(20.8 s.f.),. U:0.310, SHGC: 0.3, Orientation:SOUTH, Name:sf 2 s(23 s.f.); U:0.310, SHGC:0.3, Orientation:SOUTH Name:sf 1 s(11.5 s.f.), U:0.310, SHGC:0.3, . Orientation:SOUTH -Name:sf 1 s(22 s.f.), U:0.310; _.SHGC:0.3, Orientation:SOUTH 2 Energy Code Inspection Checklist Property Otganizatiori Inspection Status 1025 West Cove Rd Energy Testing Services Results are projected Cutchogue, NY 11935 Michael Fauci 631-244-2627 910 Glenn, LLC 1025 West Cove Rd, Cutchogue, NY 11935 Builder. Initial House Design 910 Glenn, LLC. Name:sf 2 s(23 s.f.), U: 0.310, SHGC: 0.3, . Orientation: SOUTH Name:sf 1 s(30.5 s.f.), U: 0.310; SHGC:0.3, Orientation: SOUTH Name:ff 6 n.(Rear)(120.9 s.f.), U:0.310, SHGC:0.3, Orientation: NORTH. Name:ff 4 n (97.2 s.f.), U: 0.310, SHGC: 0.3, Orientation: NORTH Name:ff 1 n (14 s.f.), U: 0.310, SHGC:0.3, Orientation: NORTH Name: sf 2 n (70 s.f.), U: 0.310, SHGC:0.3, Orientation: NORTH j Name:sf 1 n(14 s.f.), U.:0.310, SHGC: 0.3, Orientation: NORTH Name:ff 2 w(Left)(33.4 s.f.), U:0.310, SHGC: 0.3, 'Orientation:WEST Name:ff 2 w(33.2 s.f.), U: 0.310, SHGC:0.3, Orientation:WEST Name:ff 2 w(29.6 s.f.), U;0.310, SHGC: 0.3, Orientation:WEST Name:sf 1 w(16.6 s.f.), U:0.310, SHGC:0.3, Orientation:WEST. Name: sf 1 w(13.9 s.f.), U: 0.310, SHGC:0.3, Orientation:WEST Name:sf 2 w(29.6 s.f.), U: 0.310, SHGC:0.3, Orientation:WEST Skylight None Present Mechanical Ventilation Mechanical ventilation system rated for, and capable of, providing continuous ventilation. System shall include automatic timing controls. System type:-Exhaust Only, 18.5 hrs/day, 23.2 Watts 3 Mechanical Equipment Energy Code Inspection Checklist Property Organization Inspection Status 1025 West Cove Rd Energy Testing Services Results are projected Cutchogue, NY 11935 Michael Fauci 631=244-2627 910 Glenn,LLC- 1025 West Cove . . Rd, Cutchogue, NY 11935 Builder- Initial House Design- 910 Glenn, LLC. Heating System 1 •Propane•50% Heating Load @ 92 AFUE Cooling System 1 •Electric 50%Cooling Load @ 16 SEER Heating System 2-'Propane•50% Heating Load @ 92 AFUE Cooling System 2•Electric•50%Cooling.Load @ 16 SEER Water Heating•Propane• 100% Hot Water Load @ 0.72 Energy Factor Air Leakage Control Test Status:To be blower-door tested House is air-sealed as to achieve 1,891.CFM50(3.00'ACH50)or less at final blower-door test. Infiltration Requirements for.IECC in Climate Zone 4 2009 IECC:Infiltration limit for the design home is 7 ACH50: 2012 IECC Infiltration limit for the design home is 3 ACH50., 20151ECC Infiltration limit for the design home is 3 ACH50. 20.18'IECC Infiltration limit for the design home is 3 ACH50.. 2021 IECC Infiltration limit.for the design home is 5 ACH50. Duct Leakage Duct System 1 NOT entirely within conditioned space,testing required Leakage to Outside specified as:87 CFM @ 25Pa(4/100 ft�) Total Leakage specified as:87 CFM @ 25Pa.(Post-Construction) Duct System 2 NOT entirely within conditioned space,testing.required Leakage to Outside specified as:81 CFM @ 25Pa(4/100 ft2) Total Leakage specified as:87 CFM @ 25Pa(Post-Construction) 4 Energy Code Inspection Checklist Property Organization Inspection Status 1025 West Cove Rd Energy Testing Services Results are projected Cutchogue, NY 11935 Michael Fauci 631-244-2627 910 Glenn, LLC-1025 West Cove .Rd;.Cutchogue,.NY 11935 Builder Initial House Design 910 Glenn, LLC. . Duct Leakage Code Requirements for IECC 2009 IECC: Postconstruction Leakage Test: Duct Leakage to-Outdoors<=8 CFM25/100 sq ft CFA. Rough in Test with AHU:Total Duct Leakage<=6 CFM25/100 sq ft CFA. Rough.in Test without AHU:Total Duct.Leakage<=4 CFM25./100 sq ft CFA. 2012 IECC Mandatory,2015 and 20,1&IECC Prescriptive Paths: Postconstruction Leakage Test:Total Duct'Leakage<=4 CFM25/100 sq ft CFA. Rough in Test with AHU:Total.Duct Leakage<=4 CFM25/100 sq ft CFA. Rough in Test without AHU:Total Duct Leakage<=.3 CFM25/.100 sq ft CFA. 2015 and 2018 IECC Performance Paths-(Cost Compliance): Leakage testing is required UNLESS all ducts and air handlers are located entirely within the thermal envelope. There is no pass/fail threshold for duct leakage on the performance path. Project Notes 5. Building Summary Property Organization Inspection Status 1025 West Cove Rd Energy Testing Services Results are projected Cutchogue,NY 11935 Michael Fauci 631-244-2627... 916 Glenn,LLC-1025 West Cove Rd,Cutchogue, NY 11935 Builder Initial House Design 910 Glenn,LLC. General Building IIT rma#ion Number Of Bedroorns Number Of Floors - - - 2 Conditioned Floor Area[sq.ft]--- " : 4203_- -'-"_--Has Electric Vehicle Ready Space _ No Unconditioned,attached garage? _ - -_-- ---Yes - - - --- Conditioned Volume[cu_ft.] 37,827 - TotafUnits iri Building__- "--- - Residence Type Single family detached Floor Nulriber Model Comrnumiy - — ----- ------- ---- -- -_-_, RESNET/IECC 2006 Climate Zone 4A Foundation Wall None Present Foundation Wall Library List None Present Slab None Present Slab Library List None Present Framed Floor Name Library type Carpet R Floor Grade Surface Area Location, Floor to Basement 30(16/11.5)1(9.5)H 1 Above Grade 2,M.OfF Uninsulated Unconditioned Basement- Garage 30(16111.5)1(9.5)H 1 Above Grade .365.0 tt' Unconditioned,attached With Sheetrock garage Building: Summary Property -Organization_ Inspection Status 1025 West Cove Rd Energy Testing Services Results are projected Cutchogue,NY 11935 Michael Fauci 631=244-2627. 910 Glenn,LLC-1025 West Cove Rd,Cutchogue, NY 11935 Builder , Initial House Design .9.1o'Gienn,L-C. Framed Fioor Library List Name Effective R-value 30(16/11.5)1(9.5)H 28.111 30(16/11.5)1(9.5)H 29.407 With Sheetrock Rim .Joist Name Library Type Surface Area Location Rim Joist Ambient R 21.0 118.0 ft! Exposed Exterior Rtm.Joist Garage R 21.0 34.0 W Unconditioned,attached garage Rim Joist Library List Name Effective Insulation R-value R 21.0 21.00- Wall Name Library.Type Surface.Color Surface Area Location' AGGW 21(1615.5)1(:5) Medium 306.0 ft' Unconditioned;attached garage AGW 21(1615.5)1(.5). Medium. 3,492.0 ft2. _ Exposed Exterior . Wall Library List Name Effective R-value i 21(1615.5)1(.5) 18.083 I� 2 Buildings Summary Property Organization Inspection Status 1025 West Cove Rd Energy Testing Services Results are projected Cutchogue,NY 11935- Michael Fauci 631-244-2627 . 910 Glenn,LLC-1025 West Cove Rd,Cutchogue, NY 11935 Builder Initial House Design 910 Glenn,LLC. Glazing Name Library type Wall Foundation . Is Operable Overhang Overhang Ft To Overhang'Ft.To Orientation Surface Area Assignment Waif Depth Top Bottom Assignment. If 1 n 3130 AGW Yes 0 0 0 North 14.0 ft= ff.1.s 3130 AGW Yes 0 0 0 South 14.0 ft' 4f 2 s 3130 AGW Yes• 0 0 0 South 20.8112 ff 2 s(Front) 3130 AGW Yes 0 0 0 South 26.0 ft' ff 2 w 3130. AGW Yes 0 0 0. West 33.2 ft' ff 2 w 3130 AGW Yes 0 0 0 West' 29.6 ft' ff 2 w(Left). 3130 AGW' Yes 0- 0 0 West 33.41' ff 4 n 3130 AGW Yes 0 0 0' North 97.2 ft' ff 6 n(Rear) 3130 AGW Yes 0 0 0 North 120.9 IF sf 1 n 3130 AGW, Yes 1 2 5.7 North 14.0 R' sf 1 s 3130 AGW Yes 1 2 6.5 South 11.5 R' I sf 1 s 3130. AGW Yes 1 .2 5 South 22.0 ft' sf 1 s 3130 AGW Yes 1 2 9 South 30.5112 sf.1 w 31 30 AGW Yes 1 2 7.5 West 16.6IF sf 1 w, 31 30. AGW Yes 1 2 7.5 West 13.9 R' sf 2 n 3130 AGW Yes 1._ 2 9 North 70.0 ft' sf 2 s 3130 AGW Yes 1 2 6.5 South 23.0IF sf 2 s 3130 AGW Yes 1 2 6.5 South 23.0 R' sf 2 w 3130 AGW Yes 1 2 7:5 West 29.6 W }Glazingg Library List Name Shgc U-factor 3130 0.3 0.310 ' 3 Building Summary. Property Organization Inspection Status 1025 West Cove Rd Energy Testing Services, Results are projected Cutchogue,NY 11935 Michael Fauci 631-244-_2627- 910 Glenn„LLC-1025 West Cove Rd,Cutchogue,- NY 11935 Builder Initial House Design 910'Glenn,LLC_ Slrylight None Present . . Skylight Library List None Present. Opaque Door Name7assD ssignment Foundation.Wall Emittance Solar Surface Color. Surface Area Location Assignment Absorptance Front Door AGW 0.9 0.75 Medium. 24.0 ft- Exposed Exterior Garage DoorAGGW 0.9 0.75 Medium 24.0 ft' Unconditioned, attached garage Side Door AGW 0.9 0.75 Medium 24.0 ft' 'Exposed Exterior Opaque Door Library List Name Effective R-value Fiberglass Door 5.00. Steel Door 5.00 Roof Insulation Name Library Type Attic Exterior Area[ft'] Clay or Concrete Roof Surface Color Surface Area Location Tiles Ambient Ceiling A30(1619.5)(1)FBEXT 565' No Medium 565.0ft' Vaulted.Roof OSB' Flat Ceiling A30+11(16l11.5)(1)FB 2,456 No Medium 2,026.01`1:' Attic 4 Building Summary Property._ Organization Inspection Status 1025 West Cove Rd Energy Testing Services Results are.projected Cutchogue,NY 11935 Michael Fauci 631-244-2627. 910 Glenn,LLC-1025 West Cove Rd,Cutchogue, NY 11935 Builder Initial House Design 910.Glenn,LLC. Roof Insulation Library List Name Has Radiant Barrier Effective R-value A30(16/9.5)(1)FB EM No 26.992 OSB A30+11(16/11.5)(1)FB No. 39.068 Whole �jnfIltration Infiltration Measurement type Shelter Class 3 ACH at 50 Pa To be blower-door tested 4 Mechanical Ventilation Ventilation..ype Ventilation Rate[ft' Operational hours Fan Watts Runs once every Energy Recovery Model Number _ Manufacturer /Minutej per day', three hours Percent Exhaust Only 120 CFM 18.5 23.2 Watts Yes 0 Lighting %Interior Fluorescent %Interior LED Lighting %Exterior Fluorescent q Exterior LED Lighting %Garage Fluorescent' %Garage LED Lighting Lighting Lighting Lighting 0 100 0 100 0 100 Onsite Generation None Present. Onsite Generation Library List None Present 5 Building Summary Property Organization• Inspection,Status 1025 West Cove Rd Energy Testing Services Results are projected Cutchogue.NY 11935 Michael Fauci 631-244-2627, 910 Glenn,LLC-1025 West Cove Rd,Cutchogue, NY 11935- Builder. Initial House Design 910 Glenn,LLC_. Solar Generation None Present, Dehumidifier None Present Dehumi• i ier d f Libra List None.Present Conditioning Equipment Name" Library Type Serial Number Heating Percent Load Cooling Percent Load Hot Water Percent Location Load . Cooling,System T 16 SEER 24k 9178274 0% 56% 0% Unconditioned Basement/Crawlspace .,Cooling System 2 16 SEER 24k 9178274 0% 50% 0%. Attic Heating System 1 R92TA0401317MSA 50% 0% 0% Unconditioned Propane Basement/Crawlspace HeatingSystem2 R92TA0401317MSA. 50% " 0% 0% Attic Propane Water Heating Standard Water Heater 0% 0% 100% Unconditioned 0.72(LP) Basement I CravAspace u m qR=Wype- Equ-ipffie"n't Type _ - - Air Conditioner Fuel Type. _ Electric _ 'Distrit W16n Type... —- FOrced AtF -- - - _ — — -- - Mo1. Type _. ECM(VanatileSpeedj-- 16-SEER' Cooling_Capacity[k9t'd/h] - 23.4 - i• 6' Building. Summary Property Organization Inspection Status 1025 West Cove Rd Energy Testing Services Results are.projected Cutchogue,.NY 11935 Michael Fauci 631-244-2627 916 Glenn,LLC-1025 West Cove Rd,Cutchogue, NY 11935 Builder Initial House Design 910 Glenn,LLC. tyEquipment Type-4041 AO4O1317MSA Propane 'E ui -prrl y -- - -e--------: q- ent T-p e ". -" Furnac Fuel Type Propane Distiitiution Type Motor Type PSC`(Single Speedj _ . .. Heating Efficiency - - :-- 92-AFUE-- - - -- - -= - Heating Capacity[kBtu/tt] 41 _ Use-default EAE - - No —-- - EAE.[kWh] 331 - IEquipment�Type:{Standard Water Heater 0.72 (iLP) Equipment Type - Residential Water Heater Fuel Type - Propane Distribution Type --_-' _ - --- - " -°' -_----HydronicDeliJeiy(Radiant)---------' _ Hot Water Efficiency 0-72 Energy Factor Tank-Capacity(gal.) - 50 - -- - - --- I I. 7 Building. Summary Property Organization Inspection.Status. 1025 West Cove Rd Energy Testing Services Results are.projected Cutchogue,,NY 11935 Michael Fauci ; 631-244-2627 910 Glenn,LLC-1025 West Cove Rd,Cutchogue, NY 11935 Builder Initial House Design 9.10 Glenn,LLC. Distr,�6ution System Distntiution Type`-'--_'-- � --_ ._ a_.__ _..FoFcedAir_ _.. Heatirig-Equipment. Heating System 1 . Cooling Equipment -` - - Cooling Sysiem 1 ` - - - Sq.FeefServed -2,177 ` _.... - - Supply Duct R Value Retum•Ducf-RUalue_ _----__--_- _ Supply Duct Area[ft2] 587,79 Return Duct Area-[ft2] 108.85 - -- -- - - _....• - ; Leakage to Outdoors '87 CFM @ 25Pa(4 7100 fv) Total Leakage � -- -:-- --- -'--- -- �_--- '-87CFM25-- --_----•_ -; .- - , Total C6akage_Duct Test Conditions_ - Post-Construction. Use DefaulGFlow-Rate"---" � -" - ' " -� Yes . , Dud 1 DuclLocation" --""_--_ __- --" -Basemetirisulated n ( tiasernent ceiling) � . Percent Supply Area 100 . Percent Retum Area -100 __. _--._-.-•_., --_-. ... _-_ _--_._:_._--._..-� Duct 2 _ .. --DucfLocation-- - -- -- - ---------_ . Conditioned Space-- _ Percent Supply Area 0 Perce`nt Return Area - Duct3 --Conditioned Space Percent Supply Area. 0 - Percent Return Are -a "----- - -" - ----"`" 0- ------ ------ , _ - _ •-- _-Duct Location LL---_ -- _. -_--"' '-_• -_ ' -Conditioned S p-ace Percent Supply Area 0 Percent Return Area- - .0- Duct 5 -DuctLocabon -- " - "Conditioned'Space Percent Supply Area 0 " Percent Return Area- Duct 6 _ DuctLo`catioii- PercentSupply Area 0 PercenfRetumArea 8 Building Summary Property Organization Inspection Status 1025 West Cove Rd Energy Testing 5enrices Results are projected Cutchogue,,NY 11935 Michael Faucl 631=244-2627. . 910 Glenn,LLC-1025 West Cove Rd,Cutchogue, NY 11935 Builder Initial House Design 910 Glenn,LLC. :Distribution System a - s}'7 - _Distnbution Type `- -�_- - " -_�-_-_� �-- Forced Air" Heating_Equipment Heating System 2 Cooling Equipment'__'_ � - -_-- --" " --Cooling System'2` Sq:Feet Served -. 2,026 #Return Grilles- -- .- 1 - ---- -- - - - .Supply Duct R Value 8 _ Return Duct R Value - =- -- -8- Supply Duct Area[ftq 547.02 - -Retum Duct Area[ftg-- - - - 109:3---- _ Leakage to Outdoors 81 CFM @ 25Pa(41100 ft2) otal Ueakagb - _- - - - -_ - _- - ' -81 CFM25 '__._ - -- - Total leakage Duct Test.Conditions Post-Construction Use Default-Flow Rate - - Yes - ---- -- Duct 1 _ - - -- DuctLocation�- - --- _ - - :_ --"" - _Attic(well vented) - --_----- PercentSupplyAiea - 100 Percent Return Area_ _ -- - 100- Ducf2 Duct Location Conditioned-Space Percent SupplyArea.. 0 PercentRetumArea -- -- -- �- 0 Duct 3 -. DucfCocation - ` " Conditioned Space' _ `- - Percent Supply Area 0 Percent Retum Area 0 - - - - - Duct 4 - - Duct Location - `" Condi ioned Space " Percent Supply.Area - 0 -_ __ Percent Rett"Area - --- -0 - - - - Duct 5 _. p - ---- - - ---, DucfLocation- - - -�-- - - -_"_-_� - Coriditio_ried•S_ ace_ Percent Supply Area 0 Percent Return Area -0 Duct 6 - - - - Dudlocation - --- Coriditioned-Space - - Percent Supply Area 0 - - - - Pefcent Return Area--•--- -`- -" --- --"---- -0"- R Caeilin Fan. Has Ceiling Fan - - No Cfm Per Watt - 70.42253521 " Water Distribution WaW Fixture Type - - Standard-- Use Default"Hot Water Pipe Length No Hot Water Pipe Length[ft] - -97 - - - At Least R3 Pipe Insulation? Yes Hot Water Reciiculatiori System? -No Recirculation-System Pipe Loop Length[ftj 170 Drain Water Heat Recovery? - No ' 9 Building. Summary Property Organization Inspection Status, 1025 West Cove Rd Energy Testing Services Results are projected_ Cutchogue.NY 11935 Michael Fauci 631-244-2627 910 Glenn,LLC-1025 West Cove Rd,Cutchogue, NY 11935 Builder Initial House Design .910 Glenn,LLC Clothes Dryer - - - - - - Fuel Type . -- - Electric Field Utilization Timer Confrols-•" Is Outside Conditioned Space No -Clothes DryerA_vailatile -- -__`-�-_- Yes Defaults Type HERS Re-forence - Clothes Washer -Latiel Energy Rating - - - -400 kVVW ar "- Annual Gas Cost 27.00 Electric Rate_ — -- - -- Gas Rate Capacity - - ------- 3 -- - - - Imef 1 Defaults Type =-• -HERS Reference Load Type Front-loatl Loads Per Week -- - - 6- - --- —- - Is Outside Conditioned Space No Clothes WasherAvailable r washsher Efficiency --" 270 kWh`sher Size Standard-Gas Cost -_ __-._ .- $23-00"Rate $0-12/kWhte $1-09/Themiide Conditioned Space No - - i4ppliances an.=CAQh, rols Programmable thermostat? - -''Yes Range/Oven Fuel Electric Convection Ovens— ---_ - _ - ----- - No- Induction Range? No Range/Oven Outside Conditoned-Sp_ac_0-_- - -No Refrigerator Consumption 691 kW (fear . Refrigerator-Outside Conditioned-Space? No - Notes 10 Load Short Form Job:. MF272 Date: Mar 07,2022 F.rxJgrestMg System 1 By: Michael Fauci V Y-G5 Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com License:8619824 Project • • For: 910 Glenn, LLC. 1025 West Cove Rd, Cutchogue, NY 11935 Phone:845-664-5696 Design Information Htg Clg Infiltration Outside db(°F) 19 82 Method Blower door Ins ide db(°F) 70 75 Shielding/stories 3 (partial)/2 Design TD.ff) 52. 7 . Pressure/AVF 50 Pa/1799 cfm Daily range - L Inside humidity(%) 50 50 Moisture difference(gr/lb) 44 37 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Carrier Trade RHEEM Trade CARRIER Model R92TA0401317MSA Cond 24ACC624AO0800 AHRI ref 201712977 Coil FX4DNF025L AHRI.ref 9178274 Efficiency 92 AFUE Efficiency 13.0 EER, 16'SEER Heating input 42000 Btuh Sensible cooling 1.6380 Btuh Heating output 39000 Btuh Latent cooling 7020 Btuh Temperature rise 45 °F Total cooling- . 23400 Btuli Actual air flow' • . 780 cfm Actual air flow - 780 cfm Air flow factor 0.032 cfm/Btuh Air flow factor 0.046' cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Sunroom 272 4942 2726 158 126 Dining Room 308 6026 3265 193 151 Kitchen 389 2422 3773 77 174 Great Room 548 2316 3084 74 142 Study 376 6105' 3072 195 142 Study Bath 52 0 - 0 0 0 Foyer 176 2502 952 80 44 Powder 36 97 13 3 1 Calculations approved by ACCA to meet all requirements of Manual J.8th Ed. .�. wri-ghtsoft- 2022-Mar-07 12:21:03 �'L ,w.•,_ w.•-, Right-Suite®Universal 2022 22.0.01 RSU30008 Page 1 AC ► ,,,orfman 1025 West Cove Rd Cutchogue NY 11935.rup Calc=MA Front Door faces: S System 1 2156 24403 16885 780 . 780 Other equip loads 0 0 Equip. @ 0.87 RSM 14723 Latent cooling 3510 TOTALS 2156. I 24403. 'I 18233 i 780 i 780 Calculations approved by ACCA to meet all,requirements of Manual J 8th Ed. -��-wrightsoft" 2022-Mar-07 12:21:03 �, Right-Suite®Universal 2022 22.0.01 RSU30008 Page 2 J�C+C�1 ...orfman 1025'West Cove Rd Cutchogue NY 11935.rup Calc=MJ8 Front Door faces: S Load Short Form Job: . MF272 Date: Mar 07,2022 F.m�/SeafnR System 2 By: Michael Fauci 5avrrs_ ISC Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com License:8619824 Project • • For: 910 Glenn, LLC. 1025 West Cove Rd, Cutchogue, NY 11935 Phone:845-664-5696 Design Information Htg Clg Infiltration Outside db (°F) 19 82 Method Blower door Inside db(°F) 70 75' Shielding/stories 3(partial)/2 Design,TD (°F) 52 7 Pressure/AVF 50 Pa/1799 cfm Daily range - L Inside humidity(%) 50 50 Moisture difference (gr/lb) 44 37 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Carrier Trade RHEEM Trade CARRIER Model R92TA0401317MSA Cond 24ACC624AO0300 AHRI ref 201712977 Coil FX4DNF025L AHRI ref 9178274 Efficiency 92 AFUE Efficiency 13.0 EER, 16 SEER Heating input 42000 Btuh Sensible cooling 16380 Btuh Heating output 39000 Btuh Latent cooling 7020 Btuh Temperature rise 45 °F Total cooling 23400 Btuh Actual air flow 780 cfm Actual air flow 780 cfm Air flow factor 0.036 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.60 .in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.89 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Sitting Room 137 2859 1563 102 79 Bedroom 1 167 1629 1829 58 92 B1 Bath 54 770 232 28 12 M.WIC 42 71 60 3 3 Master Bath 103 1435 1152 51 58 Master Bedroom 465 6284 4275 225 216 Laundry 17 28 332 1 17 Hallway 110 . 187 156 7 8 Bedroom 2 ' 278 3466 2851 124 144 B2 Bathroom 54 556 139 20 7 B3 Bathroom 54 556 139 20 7 Bedroom 3 247 3978 2722 142 137 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Z * wrightsoft, 2022-Mar-0712:21:03 �. .�..•,. �r� Right-Suite@ Universal202222.0.01 RSU30008 Page 3 +� ...orfman 1025 West Cove Rd Cutchogue NY 11935.rup Calc=MJ8 Front Door faces: S System.2 1728 21820 15451 780 780 Other equip loads 0 0 Equip.@ 0.87 RSM 13473 Latent cooling 1887 TOTALS.' 1 1728 1 21820 1 15360 1 780 1 780 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t WPight soft- 2022-Mar-07 12:21:03 �' Right-Suite&Universal 2022 22.0.01 RSU30008 )ec& ...orfman 1025 West Cove Rd Cutchogue NY 11935.rup Calc=MJ8 Front Door faces: S Page Buildin Anal SIS Job: M g Y Date: Maarr 07,2022 System I By: Michael Fauci sauces Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@e6ergyteslingservices.com License:8619824 Project • • For: 910 Glenn, LLC. 1025 West Cove Rd, Cutchogue, NY 11935 Phone: 845-664-5696 . Design Conditions Location: Indoor: Heating Cooling Montauk AP, NY, US Indoor temperature ff) 70 75 Elevation: 7 ft Design TD ff) 52 7 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb). 43.6 37.0 Dry bulb(°F) 19 82 Infiltration: Dailyrange (°F) - 12 ( L ) Method Blower door Wet bulb(°F) - 72 . Shielding/'stories 3(partial)/2 Wind speed (mph) 15.0 7.5 Pressure/AVF 50 Pa/1799 cfm • Component Btuh/ftz Btuh %of load Walls 2.0 4082 16.7 WJls Glazing 16.0 6083. 24.9 Doors 14.9 1792 7.3 Ceilings 1.7 1161 4.8 Floors 0 0 0 Infiltration 3.2 5377 22.0 Ducts 5907 24.2 Piping 0 0 oaargi Humidification 0 0 Ventilation 0 0 Irfiltrdticn Adjustments 0 Total 24403 100.0 was Celings -Component Btuh/ft2 Btuh %of load Walls 0.4 904 5.4 WIS Glazing 14.6 5572 33.0 /IrterdGirs Doors 6.6 786 4.7 Ceilings 0.8 546 3.2 Floors 0 .0 0 Qaft Infiltration 0.2 337 2.0 Ducts 4289 26.4 Ventilation 0 0 internal gains 4450 26.4 Blower 0 0 WED-ds Adjustments 0 DIM, � Total 16885 100.0 rr Latent Cooling Load=3510 Btuh Overall U-value=0.047 Btuh/ft2°F Data entries checked. wrighttsoft 2022-Mar-07 12:21:03 •-•� Right-Suite®Universal 2022 22.0.01 RSU30008 Pagel orfman 1025 West Cove Rd Cutchogue NY 11935.rup Calc=MJ8 Front Door faces: S Building Analysis Job: MF272 y Date: Mar 07,2022 SWAM � System 2 By: Michael Fauci SMAIGS Energy Testing-Services . 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com License:8619824 Project • • For: 910 Glenn, LLC.. 1025 West Cove Rd, Cutchogue, NY 11935 Phone: 845-664-5696 Design Conditions Location: Indoor: Heating Cooling Montauk.AP, NY, US Indoor temperature (T)_ 70 75 Elevation: 7 ft Design TD (T) 52 7 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling_ Moisture difference(gr/lb) 43.6 37.0 Dry bulb(T) 19 82 Infiltration: . Dailyrange (T) - 12 ( L ) Method Blower door Wet bulb(T) - 72 . Shielding/stories 3(partial)/2 Wind speed(mph) 15.0 7.5 Pressure/AVF 50 Pa/1799 cfm • Component Btuh/ft? Btuh % of load Walls 2.8 4284 19.6 Glazing 16.0 2949 13.5 MIS n,ds Doors 14.9 2021 9.3 Ceilings 1.3 2224 . 10.2 Floors 0 0 0 Infiltration 3.2 5071 23.2 aaa Ducts 5270 . 24.2 Piping 0 0 Humidification 0 0 Ventilation 0 0 I Infiltration Adjustments 0 Total 21820 100.0 Cell gs Component Btuhfft2 Btuh %of load Walls 0.6 948 6.1 VWIs Glazing 17.4 3216 20.8 PDxIs. IrbTdGi s Doors 6.6 887 5.7 GaZiCeilings 1.2. 1991 12.9 Floors 0 0 0 Infiltration 0.2 318 2.1Ducts 3841 24.9 Ventilation 0 0 �sInternal.gains 4250 27.5 Blower 0 0 Adjustments 0 Cilirgs Total 15451 100.0 Irfiltrai Latent Cooling Load = 1887 Btuh Overall U-value=0.058 Btuh/ft2°F .Data entries checked. ... -?$I-wrlightsof - 2022-Mar-07 12:21:03 � , W Right-Suite®Universal 2022 22.0.01 RSU30008 Page 2 J ...orfman,1025 West Cove Rd Cutchogue NY 11935.rup Calc=MJ8 Front Door faces: S Project Job:' MF272 J Date: Mar 07,2622 .System. 1 By: Michael Fauci Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 1.1716 Phone:631-244-2627 Email:mfauci@energytestingservices.com License:8619824 Pro"ect Informat • For: 910 Glenn, LLC. . 1025 West Cove Rd, Cutchogue, NY 11935� Phone:845-664-5696 Notes: Desicin Information Weather: Montauk AP, NY, US Winter Design Conditions Summer Design Conditions Outside db 19 OF Outside db 82 OF Inside db 70 OF . Inside db 75 OF Design TD 52' OF Design TD 7 OF Daily range L Relative humidity 50 % Moisture difference_ 37 .gr/lb Heating Summary Sensible Cooling Equipment Load'Sizing Structure 18496 Btuh Structure 12595 Btuh Ducts 5907 Btuh Ducts 4289 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 .Btuh Humnone idification 0 Btuh Blower e) 0 Btuh Piping 0. Btuh Equipment load 24403 Btuh Use manufacturer's data n Rate/swing multiplier 0.87 Infiltration . Equipment sensible load 14723 Btuh Method Blower door. _ Latent Cooling Equipment Load Sizing. Shielding/stories 3 ( artial)/2 Pressure/AVF 50'Pa�1799 cfm Structure 2522 Btuh Ducts 987 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling .(none Area(ft2) 2156 2156 Equipment latent load 3510 Btuh Volume (ft3) 20422 20422 Air changes/hour 0.28 0.13 Equipment Total Load (Sen+Lat) 18233 Btuh Equiv.AVF(cfm) 95 43 Req.total capacity at 0.70 SHR 1.8 ton Heating Equipment Summary Cooling Equipment Summary Make Rheem Make Carrier . Trade RHEEM Trade CARRIER Model R92TA0401317MSA Cond 24ACC624AO0300 AHRI ref 201712977 Coil FX4DNF025L AHRI ref 9178274 Efficiency 92 AFUE Efficiency - 13.0 EER, 16 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 airflow 780 cfm Actual air flow 780 cfm Air flow factor 0.032 cfm/Btuh . Air flow factor 0.046 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 Calculations approved.by ACCA to meet all requirements of Manual J 8th Ed. wrigF�tsoft 2022-Mar-07 12:21:03 �+- ...•, Right-Suite®Universal 2022 22.0.01 RSU30008 Pagel +� ...orrman 1025 West Cove Rd Cutchogue NY 11935.rup Calc=MA Front Door faces: S Project Summary Job MF272 J y Date: Mar 07,2022 System 2 . By: Michael Fauci e� Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com License:8619824 Prooect Information For: 910 Glenn, LLC. 1025 West Cove Rd, Cbtchogue, NY 11935 Phone:845-664-5696 Notes: Design Information Weather: Montauk AP, NY, US. Winter Design Conditions Summer Design Conditions Outside db 19 °F. Outside db 82 °F Inside db 70 °F Inside db 75 °F Design TD 52 °F Design TD 7 °F Daily range L Relative humidity 50 % Moisture difference 37 gr/lb Heating Summary . Sensible Cooling.Equipment Load Sizing Structure 16549 Btuh Structure 11610 Btuh Ducts 5270 Btuh Ducts 3841 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 .Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 21820 Btuh Use manufacturer's data n Rate/swing multiplier 0.87 Infiltration Equipment sensible load 13473 Btuh Method Blower.door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/AVF 50 Pa�1799.cfm Structure - 1011 Btuh Ducts 876 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling, (none) Area(ft2) 1728 1728 Equipment latent load 1887 Btuh Volume(ft') 15549 15549 Air changes/hour 0.35. 0.15 Equipment Total Load(Sen+Lat) 15360 Btuh Equiv.AVF(cfm) 90 40 Req.total capacity at 0.70 SHR 1.6 ton Heating Equipment Summary Cooling Equipment Summary Make Rheem Make Carrier Trade RHEEM Trade CARRIER Model R92TA0401317MSA Cond 24ACC624AO0300 AHRI ref - 201712977 Coil FX4DNF025L AHRI ref 9178274 Efficiency 92.AFUE Efficiency. 13.0 EER, 16 SEER Heating input 42000 Btuh Sensible cooling 16380 Btuh Heating output 39000 Btuh Latent cooling 7020. Btuh Temperature rise 45 °F Total cooling 23400 Btuh Actual air flow 780 cfm Actual air flow 780 cfm Air flow factor 0.036 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.89 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2022-Mar-07 12:21:03 •� Right-Suite®Universal 2022 22.0.01 RSU30008 Ah" ...orfman 1025 West Cove Rd Cutchogue NY 11935.rup Calc=MJ8 Front Door faces: S Page 2 Manual S 'Compliance Report .lob: MF272 Date: Mar 07,2022 £uer{jy Tcons System 1 - By: Michael Faucl 5enrces Energy Testing.Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com License:8619824 Project • • For: . 910 Glenn, LLC: 1025 West Cove Rd, Cutchogue, NY.11935 Phone: 845-664-5696 Cooling Equipment Design Conditions Outdoor design DB: 82.2°F Sensible.gain: 16885 Btuh Entering coil DB: 76.7°F Outdoor design WB: 72.0°F Latent gain: 3510 Btuh Entering coil WB: 63.4°F . Indoor design DB: 75.0°F Total gain: 20394 Btuh Indoor RH: 50% Estimated airflow: 780 cfm Manufacturer's Performance Data.at Actual Design Conditions' Equipment type: Split AC Manufacturer: Carrier Model: 24ACC624A00300+FX4DNF025L . Actual airflow: 780 cfm Sensible capacity: 19121 Btuh 1131/o of load Latent capacity: 3919_ Btuh 1121/o of load Total capacity: 23040 - Btuh 113%of load SHR: 83% Heating Equipment Design Conditions Outdoor design DB: 18.5°F Heat loss: 24403 Btuh Entering coil DB: 68.4°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop furnace Manufacturer: Rheem. Model: R92TA0401317MSA Actual airfloW: 780 . cfm Output capacity: 39000 Btuh 160%of load Temp. rise: 50 .°F Meets all requirements of ACCA Manual S. 411-wrightsofe^ 2022-Mar-0712:21:03 Right-Suite@)Universal 2022 22.0.01 RSU300018 Page 1 +�'...orfman 1025'West Cove Rd_Cutchogue NY 1,1935.rup Calc=MA Front Door faces: S Manual S Compliance Report Job: MF272 � Date: Mar 07,2022 CINE TrCng System,2 - � � By: Michael Fauci .ces Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627,Email:mfauci@energytestingservices.com License:8619824 Project • • For: 910 Glenn, LLC.. - 1025 West Cove Rd, Cutchogue, NY 11935 Phone:845-664-5696 Cooling Equipment Design Conditions Outdoor design DB:. 82.2°F Sensible'gain: 15451 Btuh Entering coil DB: 76.6°F Outdoor design WB: 72.0°F Latent gain: 1887 Btuh Entering coil WB: 63.3°F Indoor design DB: 75.0°F Total gain: 17338 Btuh Indoor RH: 50% Estimated airflow:, 780 cfm Manufacturer's Performance Data at Actual.Design Conditions Equipment type: Split AC Manufacturer: Carrier Model:.24ACC624A00300+FX4DNF025L Actual airflow: 780 cfm Sensible capacity: 18666 . Btuh 121%of load Latent capacity: 3881 Btuh 206%of load Total capacity: 22546 Btuh 130%of load SHR: 83% Heating Equipment Design Conditions Outdoor design DB: 18.57 Heat loss: 21820 Btuh Entering coil DB: 68.5°F Indoor.design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop furnace Manufacturer: Rheem Model: R92TA0401317MSA Actual airfloW: 780.. cfm Output capacity: 39000 Btuh 179%of load Temp. rise: 50 .°F Meets all requirements of ACCA Manual S. Al— -wrightsofit 2022-Mar-07 12:21:03 � ..�,• _,�..�,. Right-Suite@ Universal 2022 22.0:01 RSU30008 Page ...orfman 1025 West Cove Rd Cutchogue NY 11935.rup Calc=MJ8 Front Door faces: S ResidentialPlansr _ � _ _ • Form �ICK, • • • . • • • — RIPER 1 M 15 II/lair 09 At Ca W��➢t�ta�kre dr�aks ..' Header Information Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Michael,Fauci Manual J1 Form(and supporting worksheets): Yes ❑ No'❑ Mechanical license: 8619824 or MJ1AE Form*(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision): 1025 West Cove Rd,System 1 HVAC LOAD CALCULATION ,0 Design-Conditions Building Constructionlnformatlon Winter Design Conditions Building Outdoor temperature: 19 °F Orientation: Front Door faces South Indoor temperature: 70 of North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 24403 Btuh Number of bedrooms: 0 Conditioned floor area: 2156 ftz Summer Design Conditions Number of occupants: 5 Outdoor temperature: 82 °F Indoor temperature: 75 °F Windows Root Grains difference: 37 gr/lb @50% RH Eave overhang depth: 1.0 ft Sensible heat gain: 19363 Btuh Internal shade: blinds v. Latent heat gain: 4025 Btuh Blinds,drapes,etc. 0 pth Window Total heat gain: 23388 Btuh Number of skylights: 0 EQUIPMENTHVAC • 41 Heating-quipmsnt-Data C-ooling-Equipment-Data Blower-Data Equipment type: Prop furnace Equipment type: Split AC Heating cfm: 780 urnace,Healpump,Boiler,etc. it conditio er,Heat pump,etc. Cooling cfm: 780 Model: Rheem Model: Carrier Static pressure: 0.60 in H2O R92TA0401317MSA 24ACC624A00300+FX4DNF025L Fan's rated external static pressure for design airflow Heating output capacity: 9000 Btuh Total cooling capacity: 23040 Btuh Heat pumps-capacity at winter design out. oor conditions Sensible cooling capacity: 19121 Btuh Aux.heating output capacity: 0- Btuh Latent cooling capacity: 3919 Btuh HVAC SUCT-DISTRIBUTION SYSTEM DESIGN (IRC M1601.1) Design airflow: 780 cfm Longest supply duct: 0 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 0 ft Trunk duct: Total device pressure losses: -0.3 in H2O Total effective length(TEL): 0 ft Available static pressure(ASP): 0.25 in H2O Friction rate: 0 in/100ft Branch duct: Sheet metal _Friction R ate=ASP+(T EL x 100) I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality or Authority having jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist 4Fwrigl'#soft, Right-Suite®Universal202222.0.01 RS00008 Residential Plans ExaminerReview- • Form for A Design (Loads, Ducts 75 Mar 09 /ur�9CaYFrtradkmta r: Header Information Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Michael Fauci Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: 8619824 or MJ1AE Form*(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No ❑ Duct distribution sketch: Yes ❑ No.❑ Home address(Street or Lot#,Block,Subdivision): 1025 West Cove Rd,System 2 HVAC LOAD CALCULATION ,0 Design-Conditions Building_Constr__uotkm-nfo.r_m.ation Winter Design Conditions Building Outdoor temperature: 19 °F Orientation: Front Door faces South Indoor temperature: 70 °F North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 21820 Btuh Number of bedrooms: 4 Conditioned floor area: 1728 ft2 Summer Design Conditions Number of occupants: 0 Outdoor temperature: 82 Indoor temperature: 75 °F Windows Root Grains difference: 37 gMb @50% RH Eave overhang depth: 1.0 ft _ Sensible heat gain:. 17719 Btuh Internal shade: blinds E. Latent heat gain: 2164 Btuh Blinds,drapes,etc. Depth 4Vlrxtow Total heat gain: 19883 Btuh Number of skylights: 0 EQUIPMENTHVAC • , • Heating-Equipment-Data Cooling_Equipment-Data Blower_Data Equipment tpe: Prop furnace Equipment type: Split AC Heating cfm: 780 urnace,Heatpump,Boiler,etc. it Conditioner,Heat pump,etc. Cooling cfm: 780 Model: Rheem Model: Carrier Static pressure: 0.60 in H2O R92TA0401317MSA 24ACC624A00300+FX4DNF025L Fan's rated external static pressure for design airflow Heating output capacity: �9000 Btuh Total cooling capacity: 22546 Btuh Heat pumps-capacity at winter design out oor conditions Sensible cooling capacity: 18666 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 3881 Btuh HVAC DUCT DISTRIBUTION SYSTEM DESIGN (IRC M1601.1) Design airflow: 780 cfm Longest supply duct: 0 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 0 ft Trunk duct: Total device pressure losses: _0.3 in H2O Total effective length(TEL): 0 ft Available static pressure(ASP): 0.25 in H2O Friction rate: 0 in/100ft Branch duct: Sheet metal Friction R ate=ASP+(T EL x 100) I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved - *Home qualifies for MJ1AE Form based on Abridged Edition Checklist -r-wrightsott- - --- Right-Suite@ Universal 2022 22.0.01 RSU30008 • � • • COMMENTS FOUNDATION (1ST) iii C' '^1 FOUNDATION (2ND) ROUGH FRAMING& PLUMBING INSULATION PER N.Y. r STATE ENERGY CODE lei • ,.��.. .a.L -AWL fff, MCA' v NOV_ � ► l ;.� COMMENTSADDITIONA • ti - u 0 0— e `1� I 110111 rim GAMMA �7 1_ i rWN1��� �7 I ' SlafFrOn,r =off2, TOWN OF SOUTHOLD—BUILDING DEPARTMENT N g Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy�0 ao� Telephone (631) 765-1802 Fax (631) 765-9502 litti)s:HNv'Al\v.soutlioldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT D C � � For Office Use Only FEB o 7 2022 ' PERMIT NO. Building Inspector: BUILDfIv� 4=r`o. Applications and forms must be filled out in their entirety.Incomplete TOWi11 OF SGUTht)LD FD applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:February 7, 2022 ` OWNER(S)OF PROPERTY: Name:910 Glenn LLC SCTM#1000-111-3-15 Project Address:1025 West Cove Road, Cutchogue, NY Phone#:8456645696 -T-Email:TAND11022@gmail.com Mailing Address:p.o. box 162, s. jamesport, ny 11970 CONTACT PERSON: Name:BETH DUBAS Mailing Address:4305 Rocky Point Road, East Marion, NY Phone#:8456645696 Email:TAND11022@gmail.com DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name:910 Glenn Ilc Mailing Address:po box 162, south jamesport, ny Phone#:8456645696 TiMT11..TAND11022@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION RNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated 6 Cost of Project: ❑Other $ 00,000 Will the lot be re-graded? RYes RNo Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property:vacant Ian Intended use of property:single family house Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to r40 this property? Dyes @ No IF YES, PROVIDE A COPY. @ Check•Box After Reading: The owner/contractor/design professional is responsible for.•all drainage and storm water issues as'provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees'to comply with all applicable laws,ordinances;building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. BETH DUBAS Application Submitted By(print name): []Authorized Agent @Owner Signature of Applicant: Date: February 7, 2022 STATE OF NEW YORK) SS: COUNTY OF SUtrOIK ) Beth Duba being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, Managing Member of 910 Glenn LLC (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 7th February 22 A day of ,20 Notary lic ROBERT A MAZZAFERRO NOTARY PUBLIC-STATE OF NEW YORK NO.01 MA6207376 PROPERTY OWNER AUTHORIZATION QUALIFIED IN SUFFOLK COUNTY (Where the applicant is not the owner) COMMISSION EXPIRES JUNE 15,.20 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 1 DEPARTMENT- Electrical Inspector �11M,UILDING TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 ® °�' „s°" Telephone 631 765-1802 - FAX 631 765-9502 rogerrasoutholdtownny.gov - seand@southoldtownny.gov APPLICATION FOR.ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: -r_ Company Name: Electrician's Name: d License No.: �-J L/ Elec. email: Elec. Phone No: &5) ,Z&5-G x4 Dilrequest an email copy of Certificate of Compliance Elec. Address.: 'Y e , GC> /r7�'b JOB SITE INFORMATION (All Information Required) Name: U U O in a L.t ( Address: 10 Z 5s 4-9e5 % C cal r A 66 P $ L(-1 � ►^ �` Cross Street: UK�ap �?, ® Phone No.: Bldg.Permit#: email: boll Joy c -C Tax Map District: 1000 Section: r Block: Ltd BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please rint Clearly): (�6-vt, 'Ll I _U Square Footage: Lf 7z> Circle All That Apply: Is job ready for inspection?: YES E NO Rough In Final Do you need a Temp Certificate?: YES®.NO Issued On Temp Information: (All information required) \ Service Size 1 Ph❑3 Ph Size: :-00 A # Meters ` Old Meter# Cg/New Service0 Fire Reconnect[]Flood ReconnectOService Reconnect Underground verhead # Underground Laterals 1 2 R H Frame M Pole Work done on Service? N Additional Information: PAYMENT DUE WITH APPLICATION --s"Yrice. 10 �� BUILDING DEPARTMENT- Electrical Inspector TOWN'OF SOUTHOLD 11r �,��� Town Hall`Annex - 54375 Main Road - PO Box 1179 ;;, .:,,• , : Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 :f�C,`sE?iy��7Sf?ulll;:7sd�,'._,':w(mil•f.;'"�:r.'I sea-id .:�';a.���a1`s-it:.�t;i� .�•.a_1 APPLICATION FOR ELECTRICAL INSPECTION . ELECTRICIAN INFORMATION (Ali information Required) Date: It ZZ Z Z Company Name: � f✓�. C,-ra I G Electrician's-Name: LA-t�,,z,,_J cA,�d , License No.:, LJ l Elec. email: �, c c zt vG ;,i ..c_p —.�. 4- Elec. Phone No: _3[k Di equest an email copy of Certificate of Compliance Elec. Address.: o , (3c 53'. cv7l CS ,10Y JOB SITE INFORMATION/ (All Information Required) Name: U l9 �d7 cq L( C Address: 10 2�S" IA-Y�,5 % C u>J r A 66 P `f%2 Pal Cross Street: �?,nko Phone No.: k, q S&,C(� Bldg.Permit#: email: Tax Map District: 1000 Section: 1[I, Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please rint Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: YES [3/NO ❑Rough In ❑ Final Do you need a Temp Certificate?: FYES NO Issued On Temp Information: (All information required) Service Size 1 Ph❑3 Ph Size: �VQ A # Meters Old Meter# New Service • Fire Reconnect Flood Reconnect❑Service Reconnect Underground verhead # Underground Laterals 1 2 H Frame Pole Work done on Service? FIN Additional Information: PAYMENT DUE WITH APPLICATION P Vt &A- PERMIT # Address: T7 Switches Outlets ,GFI's 1 Surface Sconces 1 HH's" ! �C UC Lts S Fans f Fridge HW Exhaust Oven ai� WAD cJi DW Mini-,,- Smokes &4- Generator Carbon Micro Combo � I Cooktop Transfer AC I AH Hood Service 111 A1posvqHa Used Special: Ay Comments �✓' 1 / / ^� FSt AMfQlC1 y FirstAmerican Wde February 23, 2022 Town of Southampton 116 Hampton Road Southampton, NY 11968 RE: Title No: SSA-486114-22 Tax Map Info: District 1000, Section 111.00, Block 03,.00 and Lot 015.000 Dear Sir or Madam: Please be advised that ADVANTAGE TITLE AGENCY, INC. is a duly constituted and authorized agent of First American Title Insurance Company. As such agent, said Company can act fully on our behalf and in our stead and has the authority to prepare and issue Certificate and Report of Titles, omit title exceptions, collect title insurance premiums and issue Title Insurance Policies and Endorsements thereto. If you have any questions in this regard, please feel free to call me at any time. Very truly yours, Patricia A. LaPorta, Esq. J F E B 2 8 2022 New York State Counsel Agency Division 31, DEIFTD ��•.•§."^. it T.' .94.s�i��!'cC .•2_. PAL/wvp cc: ADVANTAGE TITLE AGENCY, INC. 201 Old Country Road, Suite 200 Melville, NY 11747 Phone No. (631) 424-6100 666 Third Avenue,5th Floor,New York,NY 10017 TEL 212.381-6600 - FAX 212.922.0881 www.firstamny.com Advantage Title Agency Inc. hereby certifies to: THE TOWN OF SOUTHOLD That a search has been made for a chain of title of the premises in Parcel A (subject premises) and for a chain of title for each parcel adjacent to said Parcel A from April 1, 1957 to date. The purpose of this examination is to determine if any contiguous property was owned by an owner of the subject premises since the date of any previously applicable zoning ordinance as of April 1, 1957. This affidavit is made to assist the Town of Southold to reach any determination which requires as a basis therefore, the information set forth herein, and knowing full well that said Board will rely upon the truth thereof. The subject premises has not been held in single and separate ownership since April 1, 1957. The liability of the Company under this search is limited tottwenty-five thousand_($25_,000.00)�for any reason. First American Title Insurance Company (See letter annexed hereto.) F E B 2 8 2022 ADVANTAGE TITLE AGENCY, INC. TI- c...T r:` K thleen Marren Title Counsel U Sworn to before me this 1 day of a AT EGORMAN Notary Public Notary Public,State of New York No.01G06070980 Oualified in Suffolk Cour}tW Commission Expires March 11,20 Title No.: SSA-486114-22 Reference: 1025 West Cove Road Effective date: anuary 14, 2022 at 9 a.m: 631.424.6100 • advantagetitle.com 201 COUN ERTY PLAZA, MELVVILDLE, NY 1R47RD,STE 200 1 LIBNEW YORK,NY910006 RIVERHEAD, NY 1 00R ISTREET1901 EAST HAM TON, NY 11937 Page 2 of 16 SSA-486114-22 PARCEL"A" Subject Premises Lot 1 on "Revised Subdivision Property of Alonzo Jersey"filed April 28, 1930 as Map No. 763 District 1000,Section 111.00, Block 03.00 and Lot 015.000 DEED Louise S.Jersey Dated: December 18, 1956 Recorded: December 31, 1956 to Liber: 4236 Fred W.Jungbluth Page: 546 DEED Fred W.Jungbluth Dated: July 20, 1970 Recorded: July 21, 1970 to Liber: 6777 John Johnstone and Evelyn Johnstone, his wife Page: 168 First American Title Insurance Company (See letter annexed hereto.) ADVANTAGE TITLE AGENCY, INC. Kathleen Marren Title Counsel Sworn to before me this � l,y / day of 20.a3. E GORMADJ Notary Public Notary Public,State of New York No.01G06070980 Qualified in Suffolk CountlF Commission Expires March 11,20 Page 3 of 16 SSA-486114-22 PARCEL"A" Subject Premises Lot 1 on "Revised Subdivision Property of Alonzo Jersey"filed April 28, 1930 as Map No. 763 District 1000,Section 111.00, Block 03.00 and Lot 015.000 DEED John Johnstone and Evelyn Johnstone, his wife Dated: March 8, 1978 Recorded: March 13, 1978 to Liber: 8595 Irma Voigt Page: 73 DEED Irma Voigt Dated: July 20, 2007 Recorded: July 9, 2008 to Liber: 12557 Irma Voigt, Richard F.Voigt, and Emil Voigt,Jr., Page: 200 as joint tenants with right of survivorship NOTE: Company finds no proof of death in Surrogates Court Suffolk County for Irma VoigL. First American Title Insurance Company (See letter,annexed hereto.) ADVANTAGE TITLE AGENCY, INC. Kathleen Marren Title Counsel Sworn to before me this 0C day of 20 a:4 AmT=GORMAN Notary Public Notary Public,State of New York No.01G06070980 Qualified in Suffolk County �7nmmission Expires March 11,20 I Page 4 of 16 SSA-486114-22 PARCEL"A" Subject Premises Lot 1 on "Revised Subdivision Property of Alonzo Jersey"filed April 28, 1930 as Map No. 763 District 1000,Section 111.00, Block 03.00 and Lot 015.000 DEED Richard F.Voigt and Emil Voigt,Jr. Dated: August 8, 2008 Recorded: September 4, 2008 to Liber: 12563 Raniero Daversa and Lidia Daversa, husband and wife Page: 841 LAST DEED OF RECORD Raniero D'Aversa and Lidia D'Aversa Dated: July 23, 2021 Recorded: November 1, 2021 to Liber: 13127 910 Glenn LLC Page: 448 First American Title Insurance Company (See letter annexed hereto.) ADVANTAGE TITLE AGENCY, INC. haAL(kiL a" Kathleen Marren Title Counsel Sworn to before me this�day of 20MD, ALICE GORMAN Notary Public rlotaryNoo.01-G06070980 Yorle Qualified in Suffolk Count _ Commission Expires March 11,20 Page 5of16 SSA-486114-22 PARCEL"B" Premises adjacent to the North Lot 11 on "Revised Subdivision Property of Alonzo Jersey"filed April 28, 1930 as Map No. 763 District 1000,Section 111.00, Block 03.00 and Lot 006.000 DEED Louise S.Jersey Dated: February 2, 1956 Recorded: February 7, 1956 to Liber: 4066 Lawrence T. Nubel and Catherine R. Nubel, his wife Page: 468 NOTE: Company finds no proof of death in Suffolk County Surrogates Court for Lawrence T. Nubel. NOTE: Catherine R. Nubel died June 6, 1975, a resident of Suffolk County; Surrogates Court Suffolk County File No. 84-T-1976. DEED Vincent A. Nubel and Joan E. Foote, as sole Dated: July 17, 1976 distributees of Catherine R. Nubel, deceased, the latter having died in the County of Suffolk Recorded: August 30, 1976 on June 6, 1975 to Litter: 8095 Vincent A. Nubel Page: 429 First American Title Insurance Company (See letter annexed hereto.) ADVANTAGE TITLE AGENCY, INC. Kathleen Marren Title Counsel Sworn to before me this day of 20 OQ� OR 1\4AN Notary Publi4 Notary Public,State of New York No.01G060709BO Qualified in Suffolk cou Commission Expires March 11,10 Page 6 of 16 SSA-486114-22 PARCEL"B" Premises adjacent to the North Lot 11 on "Revised Subdivision Property of Alonzo Jersey"filed April 28, 1930 as Map No. 763 District 1000,Section 111.00, Block 03.00 and Lot 006.000 DEED Vincent A. Nubel Dated: August 10, 1981 Recorded: August 27, 1981 to Liber: 9060 John R. Dempsey, Inc. Page: 410 DEED John R. Dempsey, Inc. Dated: December 2, 1982 Recorded: December 7, 1982 to Liber: 9281 David F. Pascoe and Bonnie L. Pascoe, his wife Page: 279 First American Title Insurance Company (See letter annexed hereto.) ADVANTAGE TITLE AGENCY, INC. /�6t�LL'ft-' Kathleen Marren Title Counsel Sworn to before me this 0( A day of 202D,, _ RMAN Notary Public Notary Public,state of New York No.01G06070980 Qualified in Suffolk County/1� Commission Expires March 11 .-.20 -0- Page 7 of 16 SSA-486114-22 PARCEL"B" Premises adjacent to the North Lot 11 on "Revised Subdivision Property of Alonzo Jersey"filed April 28, 1930 as Map No. 763 District 1000,Section 111.00, Block 03.00 and Lot 006.000 LAST DEED OF RECORD David F. Pascoe and Bonnie L. Pascoe, his wife Dated: November 24, 2020 Recorded: December 16, 2020 to Liber: 13082 Eugene Rusu and Veronica Rusu, as husband and wife Page: 668 First American Title Insurance Company (See letter annexed hereto.) ADVANTAGE TITLE AGENCY, INC. Kathleen Marren Title Counsel 1-10.4 Sworn to before me this day of 202 :Z 1 CE GORMAi'1 Notary Publi Notary public,State of New York No.01GO6070980 Qualified in Suffolk Coupty Commission Expires March 11.20 Page 8 of 16 SSA-486114-22 PARCEL"C" Premises adjacent to the East Lot 2 on "Revised Subdivision Property of Alonzo Jersey"filed April 28, 1930 as Map No.763 District 1000,Section 111.00, Block 03.00 and Lot 014.000 DEED Louise S.Jersey Dated: June 5, 1953 Recorded: July 7, 1953 to Liber: 3542 John J.Johnstone Page: 126 DEED John J.Johnstone Dated: March 8, 1978 Recorded: March 15, 1979 to Liber: 8595 Emil Voigt and Irma Voigt, his wife Page: 67 NOTE: Emil Voigt died July 22, 1998, a resident of Suffolk County;Surrogates Court Suffolk County File No. 585-S-1998. First American Title Insurance Company (See letter annexed hereto.) ADVANTAGE TITLE AGENCY, INC. 6 L K thleen Marren Title Counsel Sworn to before me this day of Notary Pub Notary Public,State of New York No. 01G06070980 Qualified in Suffolk Court$ Commission Expires March 11.20 Page 9 of 16 SSA-486114-22 PARCEL"C" Premises adjacent to the East Lot 2 on "Revised Subdivision Property of Alonzo Jersey"filed April 28, 1930 as Map No. 763 District 1000,Section 111.00, Block 03.00 and Lot 014.000 LAST DEED OF RECORD a-Voigt,.;as_su_rviving.tenant�by�the�tirety Dated: November 3, 2007 Recorded: r" N'ovemberl6' 20°07 to Liber: 12530 Carl E.Juul-Nielsen and Patricia Cadavid, his wife Page: 556 First American Title Insurance Company (See letter annexed hereto.) ADVANTAGE TITLE AGENCY, INC. M&A Kathleen Marren Title Counsel Swor to before me this day of 20LCE GORMAN Notary Public Notary Public,State of New York No.01G06070980 Qualified in Suffolk CourU Commission Expires March 11.20.d—��-- Page 10 of 16 SSA-486114-22 PARCEL"D" Premises adjacent to the West Lots 17 and 18 on "Revised Subdivision Property of Alonzo Jersey"filed April 28, 1930 as Map No. 763 District 1000,Section 111.00, Block 03.00 and Lot 016.000 DEED Louise S.Jersey Dated: March 13, 1946 Recorded: March 20, 1946 to Liber: 2540 Herman L. Enselberg Page: 70 NOTE: Conveys Filed Map Lot 17. DEED Louise S.Jersey Dated: March 6, 1947 Recorded: March 22, 1947 to Liber: 2687 Herman L. Enselberg Page: 141 NOTE: Conveys Filed Map Lot 18. NOTE: Company finds no proof of death in Suffolk County Surrogates Court for Herman L. Enselberg. First American Title Insurance Company (See letter annexed hereto.) ADVANTAGE TITLE AGENCY, INC. Kathleen Marren Title Counsel Sworn to before me this. day of 20 NotaryPublic MAN Notary Public,State of New York No. 01G06070980 Qualified in Suffolk Cour� y Commission Expires March 11,20` Page 11 of 16 SSA-486114-22 PARCEL"ID" Premises adjacent to the West Lots 17 and 18 on "Revised Subdivision Property of Alonzo Jersey"filed April 28, JL930 as Map No.763 District 1000,Section 111.00, Block 03.00 and Lot 016.000 LAST DEED OF RECORD Mae Enselberg, as Executrix of the Last Will Dated: November, 1967 and Testament of Herman L. Enselberg Recorded: February 6, 1968 to Liber: 6300 Karl Enselberg Page: 423 First American Title Insurance Company (See letter annexed hereto.) ADVANTAGE TITLE AGENCY, INC. Kathleen Marren r-� Title Counsel Sworn to before me this day of 20 ICE GORMAN Notary Public Notary Public,State of New York No.01G06070980 Qualified in Suffolk County Commission Expires March 11,20 Page 12 of 16 SSA-486114-22 PARCEL"E" Premises adjacent to the West Lot 19 on "Revised Subdivision Property of Alonzo Jersey"filed April 28, 1930 as Map No. 763 District 1000,Section 111.00, Block 03.00 and Lot 017.000 DEED Georgia M.Jersey, Dated: May 7, 1945 being the devisee of Alonzo Jersey Recorded: June 4, 1945 to Litter: 2451 Louise S.Jersey Page: 284 NOTE: Covers premises and more. DEED Louise S.Jersey Dated: April 15, 1964 Recorded: May 11, 1964 to Litter: 5540 Nicke T. Kroslow Page: 493 First American Title Insurance Company (See letter annexed hereto.) ADVANTAGE TITLE AGENCY, INC. Kathleen Marren Title Counsel Sworn to before me this I day of 20 At --E E3eRMAN Public,State of New York Notary Public Notary No. 01G06070980 Qualified in Suffolk Cou Commission Expires March 11,20 Page 13 of 16 SSA-486114-22 PARCEL°E° Premises adjacent to the West Lot 19 on "Revised Subdivision Property of Alonzo Jersey"filed April 28, 1930 as Map No. 763 District 1000,Section 111.00, Block 03.00 and Lot 017.000 DEED Nicke T. Kroslow Dated: As of September 16, 1998 Recorded: September 29, 1998 to Liber: 11919 Richard Johansen and Unni Johansen, his wife Page: 837 LAST DEED OF RECORD Richard Johansen and Unni Johansen, Dated: October 27, 2003 husband and wife Recorded: October 29, 2003 to Liber: 12280 David Renard Thiel and Eleanor T.Thiel, Page: 760 husband and wife First American Title Insurance Company (See letter annexed hereto.) ADVANTAGE TITLE AGENCY, INC. Kathleen Marren Title Counsel Sworn to before me this day of 20SQ�- LL�'� GORMAN Notary Public Notary Public,State of New York No.01G06070980 Qualified in Suffolk County, Commission Expires March 11,20 Page 14 of 16 SSA-486114-22 PARCEL"F" Premises adjacent to the West Lot 20 on "Revised Subdivision Property of Alonzo Jersey"filed April 28, 1930 as Map No. 763 District 1000,Section 111.00, Block 03.00 and Lot 018.000 DEED Louise S.Jersey Dated: April 9, 1956 Recorded: April 17, 1956 to Lib'er: 4099 Howard Robert Meinke and Margaret A. Meinke, Page: 148 his wife DEED Howard Robert Meinke and Margaret A. Meinke, Dated: January 25, 1999 his wife Recorded: February 5, 1999 to Liber: 11944 Robert James Barry,Jr. and Joyce Noel Barry, Page: 33 his wife First American Title Insurance Company (See letter annexed hereto.) ADVANTAGE TITLE AGENCY, INC. Kathleen Marren Title Counsel Sworn to before me this day of e-��-J4 ALICE GORMAN Notary Public Notary Public,State of New York No.01G06070980 Qualified in Suffolk county commission Expires March 11,20 Page 15 of 16 SSA-483497-21 PARCEL"F" Premises adjacent to the West Lot 20 on "Revised Subdivision Property of Alonzo Jersey"filed April 28, 1930 as Map No. 763 District 1000,Section 111.00, Block 03.00 and Lot 018.000 DEED Robert James Barry,Jr. and Joyce Noel Barry Dated: November 10, 2008 Recorded: November 25, 2008 to Liber: 12572 Ross Mongiardo and Donna Mongiardo, Page: 868 as husband and wife LAST DEED OF RECORD Donna Mongiardo and Ross Mongiardo Dated: December 14, 2016 Recorded: January 27, 2017 to Llber: 12898 Donna Mongiardo Page: 233 First American Title Insurance Company (See letter annexed hereto.) ADVANTAGE TITLE AGENCY, INC. Kathleen Marren Title Counsel Sworn to before me this Y day of c Notary Public AJLICE GORMAN Notary Public,State of New York.; No.01G06070980 Qualified in Suffolk Cou Commission Expires March 11,20 Page 16 of 16 SSA-486114-22 PARCEL"G" Premises adjacent to the South West Cove Road West Cove Road is a street. First American Title Insurance Company (See letter annexed hereto.) ADVANTAGE TITLE AGENCY, INC. Kathleen Marren Title Counsel Sworn to before me this. day of 20_J�_ "(;L� '" GORMAN Notary Public Notary Public,state of New York No.01G06070980 Qualified in suffolk Coury Commission Expires March 11,20 REQUEST FOR AMENDED BUILDING PERMIT #45960 1025 WEST COVE ROAD, CUTCHOGUE 111.-3-15 OWNER-910 GLENN LLC P.O.BOX 162, S. JAMESPORT, NY CONTACT BURT DORFMAN 8456645696 ENCLOSED 3 copies of revised health department approval 1/27/22 3 copies of survey 3 copies of amended plan Application for electrical inspection Copy of deed I(IIIII)IIII IIIII IIIII'IIII IIIII IIII IIIII IIIII IIII III 11111111111111111111 IN SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEED Recorded: 11/1/2021 Number of Pages: 4 At: 9:29:37 PM Receipt Number: 21-0188729 *ELECTRONICALLY RECORDED* Transfer Tax Number: 21-10879 LIBER: D00013127 PAGE: 448 District: Section: Block: Lot: 1000 111.00 03.00 015.000 EXAMINED AND CHARGED AS FOLLOWS Deed Amount $525,000.00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $20.00 NO Handling $20.00 NO COE $5.00 NO NYS SRCHG $15.00 NO Notation $0.00 NO Cert.Copies $0.00 NO RPT $200.00 NO Mansion Tax $0.00 NO EA-CTY $5.00 NO EA-STATE $250.00 NO TP-584 $5.00 NO Comm.Pres $9,000.00 NO Transfer Tax $2,100.00 NO Transfer Tax Number: 21-10879 Fees Paid $11,620.00 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL Judith A. Pascale County Clerk, Suffolk County RECORDED Number of pages 4 11/1/2021 9:29:37 PM JUDITH A. PASCALE CLERK OF This document will be public SUFFOLK COUNTY record. Please remove all L D00013127 Social Security Numbers P 448 prior to recording. 21-10879 Deed/Mortgage Instrument Deed!Mortgage Tax Stamp Recording/Filing Stamps 31 FEES Page/Filing Fee 20.00 Mortgage Amt. 1. Basic Tax _ Handling 20• 00 2. Additional Tax — TP-584 5.00 Sub Total Notation — 0,00 SpecJAssit. or EA-5217(County) 5.00 Sub Total 50.00 Spec./Add- — EA 5217(State) 250.00 TOT.MTG.TAX R.PT.S.A. 200.00 Dual Town Dual County— Held for Appointment Comm.of Ed. 5. 00 Transfer Tax 2,100.00 Affidavit 4. Mansion Tax 0.00 �' — The property covered by this mortgage is Certified Copy 0.00 or will be improved by a one or two NYS Surcharge 15. 00 470.00 family dwelling only. Sub Total YES or NO Other 520.00 Grand Total If NO,see appropriate tax clause on page# of this instrument. 4 Dist. Section Block Lot 5 Community Preservation Fund 21052432 1000-111.00-03.00-016.000 Real Property. Consideration Amount$525,0 0 0_0 0 Tax Service P T s Agency 9129120211 CPF Tax Due $ 9,000.00 Verification Improved 6 Satisfactions/Discharges/Releases List Property Owners Mailing Address RECORD&RETURN TO: Vacant Land x Abstracts Incorporated TD 10 100 GardPn City Plaza Ste. 201 Garden City NY 11530 TD TD Mail to:Judith A. Pascale, Suffolk County Clerk 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 Co Name www.suffolkcountyny.gov/clerk Title# s Suffolk Countl Recording & Endorsement Page This page forms part of the attached DEBD made by: (SPECIFY TYPE OF INSTRUMENT) The premises herein is situated in SUFFOLK COUNTY,NEW YORK. TO In the TOWN of SO><1'1tHOI.D In the VILLAGE or HAMLET of BOXES 6 THRU S MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. ix-rna�iaysyx over If the document you've just recorded is your SATISFACTION OF MORTGAGE, please be aware of the following: If a portion of your monthly mortgage payment included your property taxes, *you will now need to contact your local Town Tax Receiver so that you may be billed directly for all future property tax statements. Local property taxes are payable twice a year: on or before January 10th and on or before May 31It. Failure to make payments in a timely fashion could result in a penalty. Please contact your local Town Tax Receiver with any questions regarding property tax payment. Babylon Town Receiver of Taxes Riverhead Town Receiver of Taxes 200 East Sunrise Highway 200 Howell Avenue North Lindenhurst, N.Y. 11757 Riverhead, N.Y. 11901 (631) 957-3004 (631) 727-3200 Brookhaven Town Receiver of Taxes Shelter Island Town Receiver of Taxes One Independence Hill Shelter Island Town Hall Farmingville, N.Y. 11738 Shelter Island, N.Y. 11964 (631) 451-9009 (631) 749-3338 East Hampton Town Receiver of Taxes Smithtown Town Receiver of Taxes 300 Pantigo Place 99 West Main Street East Hampton, N.Y. 11937 Smithtown, N.Y. 11787 (631) 324-2770 (631) 360-7610 Huntington Town Receiver of Taxes Southampton Town Receiver of Taxes 100 Main Street 116 Hampton Road Huntington, N.Y. 11743 Southampton, N.Y. 11968 (631) 351-3217 (631) 283-6514 Islip Town Receiver of Taxes Southold Town Receiver of Taxes 40 Nassau Avenue 53095 Main Street Islip, N.Y. 11751 Southold, N.Y. 11971 (631) 224-5580 (631) 765-1803 Sincerely, Judith A. Pascale Suffolk County Clerk 1%4104..06J06Ud X1*3 P� CONSULTYOUR LAWYER BBFOAESINIMTH6 EM NS7RUM -THSMMUMENrSHOIADBEUSEDBYLAWYERSONLY D A?M rf W e✓") 8-11,5'AS 0" THIS INDENTURE,made the �-� day of July 2021 "y1 BETWEEN as RANIERO D'AVERSA&LIDIA D'AVERSA a 26 Reed Drive, Roslyn, NY 11576 party of the first part,and 910 GLENN LLC I IZ Greeft sue ; P.O. Box 162,S.Jamesport, NY 11970 party of the second part, WITNESSETH,that the party of the first part,in consideration of ten dollars($10.00) paid by the party of the second part,does hereby grant and release unto the party of the second part,the neus or successors and assigns of the party of the second part forever, ALL that certain plot, piece or parcel of land,with the buildings and improvements thereon erected, situate, lying and being in the SEE SCHEDULE"A"ANNEXED HERETO AND MADE A PART HEREOF is s� The grantors herein being the same party as the grantees and the premises same as 1090 described in deed recorded in Liber 12563 Page 841. l`1`0,r D 3 00 V° va �a o ' SUMAddress: 1025 WEST COVE ROAD,CUTCHOGUE,NEW YORK Tax Map No.: 1000-tiiA0-03.00-015.000 TOGETHER with all right,tiffe and interest,if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof;TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises; TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the party of the first part,In compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word 'party"shall be construed as if it read "parties'when ever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above written. IN PRESENCE OF. ,p RANIERO D'AVERSA LIDIA D'AVERSA Standard N.Y.B.T.U.Foos 8002-Bargain and Sale Deed,with Covenant against Grantors Ads—Uniform Acknowledgment Form 3290 OnO,�a.ES3'S-FRAO-17S. INCORR0RA7EQ*` Flesiclenrial M6 Commarciai Titles Inmuranoe mince 1 S84 as agmtfor First American Title Insurance Company SCHEDULE A DESCRIPTION Title Number:363-&15345 Page: 1 ALL that certain plot piece or parcel of land, situate, lying and being in the at Nassau Point, in the Town of Southold, County of Suffolk and State of New York, known and designated as and by the Lot No. 1 on a certain map entitled, "Revised Subdivision Property of Alonzo Jersey, being Plot 282, Nassau Point Club Properties, Inc., at Peconic, New York", made and completed April 21, 1930, by Otto W. Van Tuyl, Professional Engineer and Land Surveyor, filed in the Office of the County Clerk, Suffolk County, New York, April 28, 1930, File Number 763, and which map superseded Subdivision made May 9, 1923 and filed in said County Clerk's Office in File Number 640, being more particularly bounded and described as follows: BEGINNING at a point on the northerly side of West Cove Road (North West Loop) distant 407 feet, more or less, from the comer formed by the intersection of the northerly side of West Cove Road and the westerly side of Vanston Road; RUNNING THENCE along the northerly side of West Cove Road the following two courses and distances: 1) North 71 degrees 38 minutes 00 seconds West 22.97 feet; 2) South 79 degrees 58 minutes 20 seconds West 68.76 feet to a monument; THENCE North 17 degrees 52 minutes 10 seconds East 364.75 feet to a monument; THENCE South 62 degrees 58 minutes 20 seconds East 90.00 feet to a monument and the division line between Lot 1 and Lot 2 as shown on said aforementioned map; THENCE along said division line South 18 degrees 47 minutes 30 seconds West 318.48 feet to the northerly side of West Cove Road and the point or place of BEGINNING. TOGETHER with all rights and privileges, if any, to the party of the first part to use the 10 feet roadway extending westerly from the Northwest Loop to the bay, as shown on said Map, as a right of way to the beach.. ACKNOWLEDGEMENT TAKEN IN NEW YORK STATE ACKNOWLEDGEMENT TAKEN IN NEW YORK STATE State of New York,County of Kam ,ss: State of New York County of '�((�� >ss: on the�day of July in the year 2021 On the��day of July in the year 2d21, before me,the undersigned,personally appeared before me,the undersigned,personally appeared RANIERO D'AVERSA UDIA D'AVERSA personally known to me or proved to me on the basis ofsatisfaclory personally!mown to me or proved to me on the basis of satisfactory evidence to be the individual(s)whose name(s)is(are)subscribed to the evidence to be the individual(s)whose name(s)is(are)subscribed to the within instrument and acknowledged to me that hc/sheflhey executed the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(es�and that by hidher/their signature(s) same in bis/herflheir eapacity(ies),and that by his/her/their signature(s) on the instrument,the individual(s),or the person upon behalf of which on the instrument,the individual(s),or the person upon behalf of which the individual(s)acted,execute a instruments. the individual(s)acted,executed th instrument. x� Notary signature: Notary signature: Notary stamp: W� mm Nt3M1TH Notary stamp: T"MY N NESMITH Ntate of New York Notary public-State of New York WWW 6403400 N0.01NEfi403900 assau County Qualified in Nassau County My pires Feb 10.2024 My Commission Expires Feb 10,2024 ACKNOWLEDGEMENTBYG WITNES TAKEN ACKNOWLEDGEMEN TAKEN OUTSD)E NEW YORK IN NEW YORK STATE STATE State ofNew York,County of , ss: 'State of ,County of , ss: OM insert District ofCotumtda,Territory.Possesfon opFmdpt County) On the day of in the year , before me,the undersigned,a Notary Public in and for said State, On the day of in the year , personally appeared before mc,the undersigned personally appeared the subscribing witness to the foregoing instrument,with whom I am personally acquainted,who,being by me duly sworn,did depose and say Personally known to me or proved to me on the basis of satisfactory that halshe/they reside(s)in evidence to be the individual(s)whose name(s)is(are)subscribed to the within instrument and acknowledged to me that helshe/Ihey executed the same in hisibedtheir capacity(ics),that by his/her/their signaturc(s)an (if nc�piaeo of midenw Is in a city,Include Mc saaot and snort manb r wany>tdaeo0; the instrument,the individual(s)or the person upon behalf of which the that he/she/they know(s) individual(s)acted,executed the instrument,and that such individual make such appearance before the undersigned in the to be the individual described in and who executed the foregoing instrument;that said subscribing witness was present and saw said (add the city or political subdivision and the state or country or other execute the same:and that said witness at the same time subscribed place the acknowledgement was taken). his/her/their name(s)as a witness thereto SECnON: 111.00 Title N . aio 03.00 cx: D'AVERSA LOT. 015.000 COUNTYORTOWN: Suffolk County Town of Southold TO 910 GLENN L.LC RETURN BY MAIL TO: Matthew Blank,Esq. Joseph J.Haspel,PLLC 39 Casimer Road Middletown,NY 10941 S.C.T.M. N0. DISTRICT: 1000 SECTION: 111 BLOCK: 3 LOT(S): 15 #R-20-2070 TYPICAL SILT SCREEN SECTION DWELLING W/PUBLIC WATER GEOTEME FABRIC \ LOT 12/ �nDWELLING SUPPO DWELLING RT POSTS \ Wjr UBLIC WATER WOOD OR METAL LOT 16 LOT 11 LIC W \ / FLOW DIRECTION W/PUBUD WATER EXCAVATED AND 62 0 RACKFlLIED TRENCH -- ONI" S 8'2p"E 0.4 , ,� LOT 10 EXISTING GROUND 0.2' N yp Op DWELLING / I T. �! W/PUBLIC WATER t• 2'MMVAIM DWELLING —J- LOT 17 267' SILT FEN i °p PR OS LIMB OF DI RBANCE/ 0 23,00 S.F. f h ; htiNLP 8' / i i TYPICAL DRYWELL CROSS SECTION QW�LUNG �* I 2 I (CONIC. PRECAST COMPONENTS) W WATER '- ;glop Rgpo0 501E I I LOT 18 K PI1 LE AR ' I PROPOSED a•SJB Fran R BAraND w ` .6'E // 5 BmROOM SYSTEM naEr p rwsr IRON FRAl1E AND MPNOVED OUTUET PIPE 1500 GAL S.T. U•*-mt torte To ORADE To" (1)8'x16'DEEP L.P. 11 Prm¢n T/e/T PRCNm T/s*/i —� ® 0 ❑❑ _ fjQ ��yew / S.T. /bti 00 ❑0 — —MON. ' '� GRADING 'PROPOSED (64 DECK / LOT 2 , (62.0) C.O.(62) ELING Q I Lo +f;+i:::i:e:i'i i;i ii;i 4i0e;.i0ri:e:i:'eeiiii+r:i+;ic•:;:'y 0' W/PWBUC WATER LSMIN. WLLWTER' COLLARBACK FILL MATERIAL TO BE CLEAN SAND AND GRAVEL \ LOT 19 50'MIN. WELL °o, m Pb {:$e:4 BEDR00 SEDIMENT ON SITE FRAME DWELUIVG ;:;; HAY BAIL AND/OR Sa 0' s�';cE`;��( ), ci?: ;`•:\ ,-,SILT FENCING "?:::;s:::::..:...:..+„•::::.•:..:•.�T w \ b+;;ie:f:'er:; +ei 14.0'•.+:;r;tn�:fe;; 66 _ 1 t'. -Iy ` (60) Ile N MO 56) '''' I I CONCRETE WASH OUT AREA IN.• , Q . . .: Q �\ .• BED OF PROPOSED DRNEWAY. CONSTRUCTION ENTRANCE — FOUNDATION OF COMPACTED :3/4"STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.CA. FILL TO IS- (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. ` ; I s�GAS �,\ 00 W/PUI DWELLING Z \� i\ ss �{ I=i v� _ LOT 20 0 �1� �, ALE BROWN s� �� \\ ', PROPOSED SM NG AREA SILTY SAND \\ :"a� AND COSTAGINSTRUCTION I�' 0 (1ryr@ —3.0, SkT00�� i },&' ENTRANCE O f JAN 2 8 2022 P I G 407.0'f U BUILDING DEPT. BROWN �� ` � , 1 3 B 00'W FINE TO , TpVV[.OF 50U I HOLD SP MED. SAND NO WATER qs� g 17 \�� ': \ DRAINAGE CALCULATIONS: —17' S�9 �\I BEM 1,..._.._.._..- McDONALD GEOSCIENCE / OA yy r Of PA „�—' A) DWEDWELLING FOOTPRINT-2627 SQ.Fr. 09-19-2007 / EDGE 2627 x 0.166-436.08 < 437cf REQUIRED HYD �_,�..�• 0 (2) 8'DIA x 6' DEEP DRYWELL-507cf PROVIDED �.••1"� n V B) DRIVEWAY-1170 SQ.FT. NON—CONFORMING LOT (1) x o. 195cf J(, 1 8 5' 'DIA x DEEP DRYWELL- 211cf PROVIDED FRONT YARD: 40' MIN wP�R SIDE YARD: 15'MIN (35' TOTAL) -110 REAR YARD: 50'MIN � �If THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA:29,077.89 SQ.FT. or 0.67 ACRES ELEVA77ON DATUM: NAVD88 — UNAUTHORIZED AL7ERA77ON OR ADD177ON TO THIS SURVEY IS A VIOLA77ON OF SEC77ON 7209 OF 774E NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU71ON LISTED HEREON, AND TO 7HE ASSIGNEES OF THE LENDING INS77TU7ION, GUARANTEES ARE NOT TRANSFERABLE. 774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 774E STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 774EREFORE THEY ARE NOT INTENDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDIT70NAL STRUCTURES OR AND 0774ER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF:LOT 1 CERTIFIED TO: 910 GLENN LLC; MAP OF:NASSAU CLUB PROPERTIES, INC FILED:APRIL 28, 1930 No. 763 SITUATED AT:NASSAU POINT TOWN OR SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design �f P.O. Box 153 Aquebogue, New York 11931 PHONE (631)298-1588 FAX (631) 298-1588 FILE #221 -171 SCALE: 1"=40' DATE: 9-8-2021 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk S.C.T.M. NO. DISTRICT: 1000 SECTION: III BLOCK: 3 LOT(S): 15 #R-20-2070 TYPICAL SILT SCREEN SECTION DWELLING W/PUBUC WATER GEOTEXi1lE FABRIC LOT 121 DWELLING supm"POSTS ` W/PUBLIC WATER WOW OR NETAL LOT 16 \ ! LDT 11 WUB /[ DWELLING LOT t / FLOW DICTO /PUC WATER aAG DrA AATED ANDNCH ON:`0 •S 62°05820,.0.4 E EXISRNG GROUND 0.2' P h M 90.00- / LOT 10 N DWELLING W/PUBLIC WATER .I .l 1 4 I t t r F I -II ! II f J ' >IM,,u,M DWELLING � z LOT -177 "�---26/, r t SILT FEN t! PRO POS UMTP OF DI RBANCE� ho 23.00 S.F. LIN P 9' tt / I TYPICAL ORYWELL CROSS SECTION g (CONC. PRECAST COMPONENTS) W/Rcu WA1ER "- ,� ED SOIL J LOT 18 K PUE f j a•SLAB FOR NON-TRAFRC BfARI4G .6'E I PROPOSED s'SUB FOR mAFFX 998M I S 8MROOM SYSTEM IAI aaET PIPE C"00MIE AND APPROVED=Ut PIPE I TSOG GAL.S.T. WL 4"MIL eavA ID 1D �}e«pN /! j (t}e'x1dDEEP L.R PRCIlEQ t/B/f, C7❑ ❑❑ —MON. _ f CRAWNG PROPOSED (64 DECK LOT 2 eIE(6zo C.O. 62 o ( ) W UBUUCU WATER X MR. pWEklJNG 8. W WATER BACK FILL MATERIAL TO BE 2.0% ,' ;; ;; ':^•\\ SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES CLEAN SAND AND GRAVEL PERMIT FOR APPROVAL OF CONSTRUCTION FOR A LOT 19 SINGLE FAMILY RESIDENCE ONLY 50'MIN. •® m ?':;4PBEpR00 -••-.'?,' � S SEDIMENT ON SITE HAY BAIL ANO/OR gyp• f' =` '' DATE 1/14/2021 S. R�FbP NO. R-20-2070 SILT FENCING Se I O ., ° ;. , ;,.':w,�::. .::. APPROVED w - - - 56 -"`�-•+ FOR MAXIMUM F 5 BEDROOMS \Q,f� EXPIRES THREE EARS FROM DATE OF APPROVAL P O •/tS cv MID `56) .. _,• I CONCRETE WASH OUT AREA O ,• R Q� ` ( ` I I IN BED OF PROPOSED ORNEWAY. \'� ` tpr-J14' .CONSiRUCT10N ENTRANCE - FOUNDATION OF COMPACTED - o Q *Revised Plan Approved STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. t , l k FILL TO 18- (Min.) ABOVE EXISTING GRADE FOR DRAINAGE ` W � ' un I5 �0 1 /27/2022* DWELLING - sc, ,,.❑ , 0 GO W/PUBLIC WATER z \ � \ :• LOT 20 ELEY 52.0 PROPOSED ACE BROWNI� t \ at\ STAGING AREA SM SILTY SAND `s I \ �� \ .'•o• AND CONSTRUCTION -3.0' SgTO\` ; et. \� ENTRANCE p PALE I G 40T.0't V BROWN F \ram 4 '• t'3,DU,IV' SP MED. _ SAND NO WATER 4s� sT1 \�� .:\' \ DRAINAGE CALCULATIONS: 17' -19 i \ Mc00NALD GEOSCIENCE ON�v� E 0� PAS �.•-"' A}DWEIllNG FOOTPRINT-2627 SOFT. 09-t3-20O7 Ems' Z627 c 0 T.65-43s.08 <437Cf REQUIRED (2) 8'DIA x 6' DEEP ORYWELLa507cf PROVIDED B) DRIVEWAY-1170 SO-FT. .)--" , c�•+ ' C 7 1170 x 0.166- 195cf NON-CONFORMING LOT Np�N' JI��4,7� (1) VDTA x 5' DEEP DRrWELL- 211Cf PROVIDED FRONT YARD: 40' MIN J1� SIDE YARD: 15'MIN (35' TOTAL) �Pt� t t er REAR YARD: 50'MIN SIR THE {WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS AREA:29,077.89 SQ-FT. or 0.67 ACRES ELEVATION DATUM: _NAVD88 UNAUTHORIZED ALT7=RA7TON OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECT70N OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S77?UET'URES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF:LOT 1 0FNEy CERTIFIED TO: 910 GLENN LLC; MAP OF:NASSAU CLUB PROPERTIES, INC Q� �t{ M tla� ©,p FILED:APRIL 28, 1930 No. 763 SITUATED AT:NASSAU POINT * 41 O TOWN OR SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK %S1 OSOe �J Professional Land Surveying and Design P.Q. Box 153 Aquebogue, New York 11931 FILE #221 -171 SCALE: 1 "=40t DATE: 9-8-2021 PHONE (631)298-1588 FAX (631) .296-1588 N.Y.S. USC, NO, 050882 maintaining the records of Robert 1. Hennessy & Kenneth M. Aoychuk � 7q a9 S.C.T.M. NO. DISTRICT: 1000 SECTION: III BLOCK: 3 LOT(S): 15 #R-20-2070 ® E �'Lnn' AUG 12 2022 BUILDING DEPT ZypICILL SILT TOWN OFSOUTHOLO SCREEN SECTION DWELl8V0 A9IJC WATER CEOTEXME FAWC )W/PI wT 12/ OWEUM WAXNUC WATER WOOD R� LOT 16 / FLOW ardr ON DWEWNO W/PO�IC WATER / awai°�'u rm�t ._ S 62°58 Zp,,E MI NG GROMS.� 90.00, / LOT 10 DWELUM _ WAVBUC WATER DWEL1 • auiw.neLNIG Z -1 LOT 17 U J Or" WE`D----267' �+ �p m 2 yB• - - LF8 TYPICAL DRYWELL CROSS SECTION WTER (CONC. PRECAST COMPONENTS) PMROPOS DD SOIL LOT 18 PROPOSED B*SA R o.s'E s BEDROOM SVSM MW PFE N Wit+�AND ISM cAL S.T. U oaae m axuE m ErampR (1,'x1A'DEFP LP. Frtctm t/e'/t' ®�0�❑ � fall — — N. 11 LOT 2 '� W WATER mo tax 3'MN. �— 8 — W TER cows BACK FILL MATERIAL TO BE CLEAN SAND AND GRAVEL C.O. LOT 19 40•0 50'MAIN. WELL 16.7 SEDIMENT ON SITE 2.0' � 2.0' HAY BAIL AND/OR m u FOUNDATION SILT FENCING ~ §+; LOCATION AUG. 3, 2022 �w I 8.0. I 6.0 Mo i - CONCRETE WASH OUr AREA p •..' IN 00 OF PROPOSED DRIVEWAY. W M CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED w L /4-STONE BLEND OR N.Y. STATE D.O.T.APPROVED R.C.A. FlLL TO 18' (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. w l < I o rn o DWE1LING 1 ® o h et W/PUlXJC WATER S y O ELEV. 52.0 LOT 20 � g PROPP AREA ED � Sal ALE 1 MNG AR SILTY SAND ; A D RUCTION I PALE I 407.0'f V BROWN SP � i g` *V,122 94' ,W SAND i 68 O NO WATER cg' DRAINAGE CALCULATIONS: OF mdXX LD OEOSCIEME N. L FA` ✓ - -_ DWELLING FOOTPRINT 2627 SQ.FF. •�r 09-19-2007 / �,_•� 2627 x 0.166-438.08 < 437e1 REQUIRED Q g,O (2)B'DIA x 6'DEEP DRYWELL-4507a PROVIDED DWVEMY-1170 SQ.FT. 5---' T coo B) 1170 x 0.166- 19W NON—CONFORMING LOT (1) 6'DIA x s'DEEP DRYWELL=211of PROVIDED FRONT YARD: 40' MIN wga SIDE YARD: 15'MIN (35' TOTAL) 1 REAR YARD: 50'MIN +A 7HE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA71ONS SHOWN ARE FROM FIELD OSSERVA17ONS FND. LOC. 08-03-22 AND OR DATA OBTAINED FROM OTHERS AREA:29,077.89 SQ.FT. or 0.67 ACRES ELEVATION DATUM: NAVD88 UNAUTHORIZED AL7ERA770N OR ADD177ON TO 7HIS SURVEY IS A WOLA 77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA 71ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 774E SURVEY 1S PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS777U770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES TO 7HE S7RUC7URES ARE FOR A SPECIFIC PURPOSE AND USE 7HEREFORE THEY ARE NOT 1N7FNDED 70 MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC7701V OF FENCES, ADD177ONAL STRUCTURES OR AND 07HER IMPROVEMEN7S EASEMENTS AND/OR SUBSURFACE STRU&7URES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 774E PREMISES AT 774E 77ME OF SURVEY SURVEY OF-LOT 1 CERTIFIED TO: 910 GLENN LLC; MAP OR NASSAU CLUB PROPERTIES, INC FIL ED:APRIL 28, 1930 No. 763 SITUATED AT:NASSAU POINT TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE 1f 22 1—17 1 SCALE 1"-40' DATE: 9-06-20021 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. USC. NO. 05O882 the record. of Rob.A J. Iff..mV k &math IV. Wowhv& S.C.T.M. NO. DISTRICT: 1000 SECTION: 111 BLOCK: 3 LOT(S): 15 #R-20-2070 � iJ v � I I AUG 1 6 2023 D) LOT 12/ BUH DING DEFT. LOT 16 \ LOT 11It ON. S 62°S8'20,,E 0.2 90.00' LOT 10 0 z G LOT 1700 M x 267' Cn LOP. h� SANITARY LOCATION" LOT 18 o.s'e Powr"A' PGINrB' S.T. 70' 83' 1f" L.P. 131' 139' 6 BEDROOM SYSTEM W 9CZ 2000 GAL S.T. } L 0 (1)8'x16'DEEP L.P. �— Ni 0 C) Q d`` o cn cr — —MON. �P f`i::.:e c LLl t LL, LIJ Z SWIMMING;: 1-i- .[] ® 0) cf;_i:P00L:f:> 0 W U5 A W LOT 2 Ltd I CD m} �sLU m C) CY D - i it SLATE PATIO �, i- a '0' 0.C.D. co ia. W �,d IU LOT 19 ;:.:::;;:4os:;i:e..r:==:;-•. ^ in Z WELLSCY CELLAR m. is ENT. �- zs x4::p::.q. 'SjY FRAME:;ir':: LIT MO C Al CL ,Qj- i14° GARAGE: 0. .VE :`LF.20.4'•c 1e:18.0''f: �.! �? C6 Ap 2ND FLR. O SI1 �s ... i / I a � N LP tu � I o CfZ c Q U } � 3 Q m 3I00 o �Cn LOT 20 N t\ I z ° GUTTER 0.8' DRAIN 407.0'f 1.J'E i N 3 '00'W 6a,1� 22 44' o:+'SW O i MOH. S�9°5a� 04 o --------- FRONT NON-C�ARDR NFOM 4I0 G MINT /HYD I Ep�E ,•-•.,� ti' t0 A� SIDE YARD. 15'MIN (35' TOTAL) y,••-'"1'A���1 REAR YARD: 50'MINN'' FINAL SURVEY 07-10-23 REVISED 12-16-22 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL REVISED 11-21-22 LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS FND. LOC. 08-03-22 AND OR DATA OBTAINED FROM OTHERS AREA:29,077.89 SQ.FT. or 0.67 ACRES ELEVA77ON DATUM: NAVD88 - UNAUTHORIZED ALTERATION OR ADD177ON TO 774IS SURVEY IS A VIOLA71ON OF SEC77ON 7209 OF 774E NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 774E PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 7771.E COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO 774E ASSIGNEES OF THE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. 774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 774E STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 77-IEREFORE THEY ARE NOT INTENDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE 774E EREC77ON OF FENCES, ADD177ONAL S7RUC77JRES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUC-RJRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 774E PREMISES AT 7HE 71ME OF SURVEY SURVEY ORLOT 1 of NFL CERTIFIED TO: 910 GLENN LLC; MAP OF:NASSAU CLUB PROPERTIES, INC e=��� M- wog 10 FILED:APRIL 28, 1930 No. 763 r � SITUATED AT:NASSAU POINT 0 TOWN OF-SOUTHOLD �v KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK 0 050882 JR- Professional Land Surveying and Design N P.O. Box 153 Aquebogue, New York 11931 „ PHONE (631)298-1588 FAX (631) 298-1588 FILE #221-171 SCALE: 1 =40 DATE: 9-8-2021 N.Y.S. LISC. NO. 050882 maintaining the records of Robert L Hennessy rt Kenneth M. Aoychuk Generated by REScheck-Web Software Compliance Certificate Project Daversa Residence Energy Code: 2020 NYStretch - 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: Addition Climate zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1025 W.Cove Road John Stumpf Cutchogue, NY 11935 john a Stumpf R.A 220 main street hempstead, NY 11550 jsbpi@optonline.net ICompliance: Passes using UA trade-off Compliance: 15.7%Better Than Code Maximum UA: 394 Your UA: 332 Maximum SHGC: 0.40 Your SHGC: 0.40 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling: Flat Ceiling or Scissor Truss 1,500 30.0 30.0 0.017 26 Wall:Wood Frame, 16"o.c. 3,820 19.0 19.0 0.027 90 Front Door: Solid Door(under 50%glazing) 55 0.300 17 Back Door: Solid Door(under 50%glazing) 17 0.300 5 FWH5480APLR: Glass Door(over 50%glazing) 36 0.300 11 SHGC: 0.40 (2)TW30410: Wood Frame 40 0.300 12 SHGC: 0.40 TW30410(1): Wood Frame 16 0.300 5 SHGC: 0.40 TW30410 (2):Wood Frame 16 0.300 5 SHGC: 0.40 TW30410 (3):Wood Frame 16 0.300 5 SHGC: 0.40 TW3046(1):Wood Frame 15 0.300 5 SHGC: 0.40 TW3046(2): Wood Frame 15 0.300 5 SHGC: 0.40 TW3046(3):Wood Frame 15 0.300 5 SHGC: 0.40 TW3046 (4):Wood Frame 15 0.300 5 SHGC: 0.40 TW3046 (5):Wood Frame 15 0.300 5 SHGC: 0.40 Project Title: Daversa Residence Report date: 02/28/21 Data filename: Page 1 of10 } Gross-Area Assembly or Cavity Cont. U-Factor UA TW3046(6):Wood Frame 15 0.300 5 SHGC:0.40 (2)TW3046(1):Wood Frame 30 0.300 9 SHGC:0.40 (2)TW3046(2):Wood Frame 30 0.300 9 SHGC:0.40 (2)TW3046(3):Wood Frame 30 0.300 9 SHGC:0.40 P5530:Wood Frame 16 0.300 5 SHGC:0.40 TW24210(1):Wood Frame 8 0.300 2 SHGC:0.40 TW24210(2):Wood Frame 8 0.300 2 SHGC:0.40 TW24210(3):Wood Frame 8 0.300 2 SHGC:0.40 TW24210(4):Wood Frame 8 0.300 2 SHGC:0.40 SE5435:Wood Frame 26 0.300 8 SHGC:0.40 TW18210(1):Wood Frame 6 0.300 2 SHGC:0.40 TW18210(2):Wood Frame 6 0.300 2 SHGC:0.40 G32(1):Wood Frame 6 0.300 2 SHGC: 0.40 G32(2):Wood Frame 6 0.300 2 SHGC:0.40 Floor:All-Wood joist/Truss 665 10.0 10.0 0.043 29 slab: Slab-On-Grade(Unheated) 30 10.0 0.360 11 Insulation depth:4.0' Basement:Solid Concrete or Masonry 800 10:0 10:0 0.038 30 Wall height:8.0' Depth below grade: 8.0' Insulation depth:8.0' Compliance Statement., The proposed building design described here is con ' ilding plans,specifications,and other calculations submitted with the permit application.The proposed buildin eet the 2020 NYStretch-2018 1ECC requirements in REScheck V ion :REScheck-Web and to comply with s listed in the REScheck Inspection Checklist. �., e, 2 Name-Tie Signat Date ft }} �O. 02163� Project Title: Daversa Residence Report date: 02/28/21 Data filename: Page 2 of10 T REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2020 NYStretch - 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 Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and �❑Complies ; 103.2 documentation demonstrate ❑Does Not [PRJ]1 :energy code compliance for the 101 ;building envelope.Thermal ❑Not Observable ; :envelope represented on ❑Not Applicable ;construction documents. 103.1, ;Construction drawings and l ❑Complies 103.2, :documentation demonstrate ❑Does Not 403.7 ;energy code compliance for [PR3]1 ;lighting and mechanical systems. []Not Observable j :Systems serving multiple ❑Not Applicable ;dwelling units must demonstrate ;compliance with the IECC :Commercial Provisions. 302.1, ;Heating and cooling equipment is; Heating: Heating: ;OComplies 403.7 :sized per ACCA Manual S based : Btu/hr Btu/hr ❑Does Not [PR2]2 ;on loads calculated per ACCA : Cooling: Cooling: Manual J or other methods Btu/hr ; Btu/hr :❑Not Observable approved by the code official. ;❑Not Applicable : Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Daversa Residence Report date: 02/28/21 Data filename: Page 3 of10 Section Plans Verified Field Verified # Foundation Inspection Value Value Complies? Comments/Assumptions &Req.ID 402.1.2 ;Slab edge insulation R-value. ; R- R- ;❑Complies ;See the Envelope Assemblies 1 ;table for values. [FOl] ;❑ Unheated ❑ Unheated ;❑Does Not J ❑ Heated ❑ Heated UNot Observable ;❑Not Applicable ; 402.1.2 ;Slab edge insulation ft ; ft ;❑Complies ;See the Envelope Assemblies [F03]1 depth/length. ElDoes Not ;table for values. ❑Not Observable ❑Not Applicable 402.1.1 ;Conditioned basement wall R- R- ;❑Complies ;See the Envelope Assemblies [F04]1 insulation R-value.Where interior; R_ R_ ❑Does Not table for values. ;insulation is used,verification J ;❑Not Observable ;may need to occur during Insulation Inspection. Not ; ❑Not Applicable ;required in warm-humid locations; ; in Climate Zone 3. 303.2 ;Conditioned basement wall ❑Complies [F05]1 insulation installed per ❑Does Not manufacturer's instructions. _-]Not Observable 1❑Not Applicable 402.2.9 ;Conditioned basement wall ft ft ;❑Complies ;See the Envelope Assemblies [F06]1 :insulation depth of burial or ;❑Does Not table for values. distance from top of wall. Q) ❑Not Observable ; ❑Not Applicable 303.2.1 ;A protective covering is installed QComplies [FO11]2 ;to protect exposed exterior ;❑Does Not insulation and extends a 19 ;minimum of 6 in. below grade. ❑Not Observable ❑Not Applicable 403.9 ;Snow-and ice-melting system IE]Complies [FO12]2 controls installed. []Does Not Q hNot Observable I❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Daversa Residence Report date: 02/28/21 Data filename: Page 4 of10 Section Plans Verified Field Verified # Framing[Rough-In Inspection Value Value Complies? &Req.ID Comments/Assumptions 402.1.1, ;,Door U-factor. ; U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 :❑Does Not ;table for values. [FR111 ; 9 ;❑Not Observable ❑Not Applicable 402.1.1, ,Glazing U-factor(area-weighted ; U U- ;❑Complies ;see the Envelope Assemblies 402.3.1, 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 pare determined in accordance ❑Does Not :with the NFRC test procedure or ;taken from the default table. [-]Not Observable ❑Not Applicable 402.3.5 ;Fenestration in thermally isolated; U- ; U ❑Complies [FR8]1 Isunrooms in Climate Zones 2-8 Isolated ❑ Isolated ;❑Does Not have maximum U-0.45. ; Not Isolated ❑ Not Isolated ;❑Not Observable , ❑Not Applicable 402.3.5 ;Skylights in thermally isolated ; U- U- ;❑Complies [FR9]1 sunrooms in Climate Zones 2-8 Isolated ;❑ Isolated ;❑Does Not ;have a maximum skylight U- ; Not Isolated ❑ Not Isolated 101 ❑Not Observable ;factor of 0.70.All other sunroom skylights must meet code ;❑Not Applicable requirements. 402.4.1.1 ;Air barrier and thermal barrier ❑Complies [FR23]1 �installed per manufacturer's ❑Does Not instructions.An approved third ;party will inspect all components ❑Not Observable :and verify compliance. See ❑Not Applicable ;section details and guidance i ;from Table R402.4.1.1. j 402.4.3 ;Fenestration that is not site built ❑Complies [FR20]1 �is listed and labeled as meeting IE]Does Not AAMA/WDMA/CSA 101/L-S.-2/A440- ;or has infiltration rates per NFRC:or Observable 400 that do not exceed code ❑Not Applicable :limits. I 402.4.5 ;IC-rated recessed lighting fixtures ❑Complies ; [FR16]2 sealed at housing/interior finish ❑Does Not ;and labeled to indicate:52.0 cfm ;leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.3.1 ;Supply and return ducts in attics ❑Complies [FR12]1 insulated >= R-8 where duct is ❑Does Not U ;>= 3 inches in diameter and >_ ❑Not Observable ' R-6 where< 3 inches. Supply and return ducts in other portions of ❑Not Applicable :the building insulated >= R-6 for i ;diameter>=3 inches and R-4.2 :for< 3 inches in diameter. 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 ❑Not Observable International Residential Code,as ❑Not Applicable applicable. 403.3 ;,Duct system in new buildings and ❑Complies [FI32]1 additions are located in a ❑Does Not ;conditioned space in accordance ❑Not Observable ;with Sections R403.3.7 (1-2). ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Daversa Residence Report date: 02/28/21 Data filename: Page 5 of10 Section Plans Verified Field Verified # Framing/Rough-In Inspection&Req.ID Value Value Complies? Comments/Assumptions 403.3.8 ;Ducts are sized in accordance ❑Complies [FI33]1 with ACCA Manual D and sections ❑Does Not R403.7-8. ❑Not Observable ; (_ ❑Not Applicable 403.3.5 -;Building cavities are not used as ❑Complies [FI235]3 ;ducts or plenums. 1❑Does Not ❑Not Observable ❑Not Applicable 403.3.7_- :;Ducts declared to be within the ❑Complies [FR_28]3 .conditioned space are either 1) ❑Does Not J, ;completely within the continuous ;air barrier and within the building ❑Not Observable thermal envelope, 2) buried ❑Not Applicable ;within ceiling insulation in ':accordance with Section R403.3.6 and the air handler is ;located completely within the (continuous air barrier and within ;the building thermal envelope and the duct leakage is<= 1.5 ;cfm/100 square feet of ;conditioned floor area served by ;the duct system, or 3)the ceiling ?insulation R-value installed j ;against and above the insulated '.;duct>=to the proposed ceiling :;insulation R-value, less the R- value of the insulation on the 403.4 ;HVAC piping conveying fluids R- R- ;❑Complies [FR17]2 ;above 105°F or chilled fluids ❑Does Not ;below 55°F are insulated to>_R- 3. ;❑Not Observable ' ; ;❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies [FR24]1 :piping. ❑Does Not [-]Not Observable ❑Not Applicable 403.5.3 ;,Hot water pipes are insulated to ; R- ; R- ;❑Complies [FR18]2 >_R-3. ;❑Does Not ,a ;❑Not Observable ' ❑Not Applicable 403.5 Energy conservation measures R- R- ;❑Complies [FR29]2 ;for SWH systems follow ;❑Does Not 'guidelines in section R403.5.1-5. ❑Not Observable ❑Not Applicable 403.6 ;Automatic or gravity dampers are ElComplies ; [FR19]2 �installed on all outdoor air !{ ❑Does Not intakes and exhausts. IE]Not Observable J❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Daversa Residence Report date: 02/28/21 Data filename: Page 6 of10 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 ;All installed insulation is labeled ❑Complies [IN13]2 .or the installed R-values �E]Does Not provided. ❑Not Observable I ❑Not Applicable 402.1.1, ;Floor insulation R-value. ; R ; R- ;❑Complies ;See the Envelope Assemblies 402.2.E ;❑ Wood ',❑ Wood :❑Does Not ;table for values. [IN111 ❑ Steel ❑ Steel :❑Not Observable ; ❑Not Applicable ; 303.2, Floor insulation installed per ❑Complies 402.2.8 :manufacturer's instructions and ❑Does Not [IN2]1 Jn substantial contact with the p :underside of the subfloor,or floor ❑Not Observable framing cavity insulation is in ❑Not Applicable contact with the top 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 members. 402.1.1, :Wall insulation R-value. If this is a; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, :mass wall with at least 1/2 of the ❑ Wood ❑ Wood ;❑Does Not ;table for values. 402.2.E ;wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 ;exterior,the exterior insulation I :requirement applies(FR10). ;❑ Steel ❑ Steel ❑Not Applicable 303.2 ;Wall insulation is installed per ❑Complies [IN4]1 :manufacturer's instructions. ❑Does Not ❑Not Observable I i❑Not Applicable 303.2 ;Sunroom wall insulation installed ❑Complies [IN9]1 :per manufacturer's Instructions. ❑Does Not i IE]Not Observable I _ I❑Not Applicable 303.2 ;Sunroom ceiling insulation is ❑Complies [IN11]1 :installed per manufacturer's ❑Does Not instructions. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Daversa Residence Report date: 02/28/21 Data filename: Page 7 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 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 ;❑Not Observable 402.2.6 [FI1]l ;❑Not Applicable I I I 1 I I I I I I 303.1.1.1, ;Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [F[2]1 i lown insulation marked every ;300 ft2. ❑Not Observable ❑Not Applicable 402.2.3 ;Vented attics with air permeable ❑Complies [17I22]2 insulation include baffle adjacent ❑Does Not Ito 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 [F[17]1 ;ach in Climate Zones 1-2, and '❑1 1 Does Not I <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies [F127]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 I I 1 including the manufacturer's air - I handler enclosure. 403.3.4 ;Duct tightness test result of<=4 ; _cfm/100 ; cfm/100 ;❑Complies [F14]1 .cfm/100 ft2 across the system or ; ftz ft2 ;DDoes Not j<=3 cfm/100 ft2 without air ❑Not Observable I handler @ 25 Pa. For rough-in (tests,verification may need to ; ;❑Not Applicable I 1 occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated ( ❑Complies [F[24]1 ;by manufacturer at<=2%of ❑Does Not ;design airflow. ❑Not Observable ' ❑Not Applicable 403.1.1 ;Programmable thermostats ❑Complies [FI9]z installed for control of primary ❑Does Not ;heating and cooling systems and initially set by manufacturer to ❑Not Observable ;code specifications. ❑Not Applicable 403.1.2 ;Heat pump thermostat installed ❑Complies [FI10]z Ion heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.1 ;Circulating service hot water ❑Complies [FI11]z ;systems have automatic or ❑Does Not ;accessible manual controls. ❑Not Observable I❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Daversa Residence Report date: 02/28/21 Data filename: Page 8 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 403.6.1 ;All mechanical ventilation system I ❑Complies [F125]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits per Table ❑Not Observable R403.6.1. ❑Not Applicable 403.2 );Hot water boilers supplying heat ❑Complies [FI26]2 through one-or two-pipe heating ❑Does Not ;systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable :temperature. 403.5.1.1 ;Heated water circulation systems ❑Complies [FI28]2 have a circulation pump.The ❑Does Not ;system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe. Gravity and thermos- ❑Not Applicable ;syphon circulation systems are not present. Controls for ;circulating hot water system :pumps start the pump with signal i ;for hot water demand within the .occupancy.Controls automatically turn off the pump ;when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 ;,Electric heat trace systems ❑Complies [FI29]2 comply with IEEE 515.1 or UL ❑Does Not ;515. Controls automatically adjust the energy input to the ❑Not Observable ; 'heat tracing to maintain the ❑Not Applicable ;desired water temperature in the ;piping. 403.5.2 ;Demand recirculation water ❑Complies [F130]2 (systems have controls that € ❑Does Not ;manage operation of the pump and limit the temperature of the ❑Not Observable water entering the cold water ❑Not Applicable ;piping to <= 104°F. 403.5.4 ;Drain water heat recovery units ❑Complies [FI31]2 have>=40 percent efficiency if IE]Does Not ; installed for equal flow or>=52 ;percent efficiency if installed for ❑Not Observable ;unequal flow.Vertical drain water ❑Not Applicable ;heat recovery units comply with CSA B55.2 and tested and labeled in accordance with CSA B55.1.Sloped drain water heat recovery units may be used when approved by the department. Potable water-side pressure loss of drain water heat recovery units are< 3 psi for individual units connected to one or two ; ;showers. Potable water-side pressure loss of drain water heat ,recovery units are < 2 psi for individual units connected to 'three or more showers. 404.1 90%or more of permanent ❑Complies (FI6]1 fixtures have lamps with an ❑Does Not efficacy>= 64 lumans/watt or ;have a total luminaire efficacy ❑Not Observable >=45 lumens/watt. IE]Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Daversa Residence Report date: 02/28/21 Data filename: Page 9 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 404.2 ;Detached one and two-family f= S❑Complies ; [FI35]1 :dwellings and townhouses where i ❑Does Not :the conditioned space is> 1,400 i sf comply with the requirements ❑Not Observable ; :of Appendix RA. ❑Not Applicable 404.3 ;One or two-family dwellings and ❑Complies ; [F[36]1 (townhouses with parking area ❑Does Not provided on the building site shall have a 208/240V 40-amp outlet ❑Not Observable for each dwelling unit or panel ❑Not Applicable capacity and conduit for the ;future installation of such an outlet. See section details. ; 404.1.1 ;Fuel gas lighting systems have ❑Complies [FI23]3 ;no continuous pilot light. ❑Does Not ❑Not Observable , ❑Not Applicable 401.3 ;Compliance certificate posted. ❑Complies [FI7]2 I❑Does Not ❑Not Observable #❑Not Applicable 303.3 -;:Manufacturer manuals for ❑Complies ; [FI18]3 mechanical and water heating ❑Does Not ;systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Daversa Residence Report date: 02/28/21 Data filename: Page 10 of10 2020 NYStretch - 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 38.00 Below-Grade Wall 20.00 Floor 20.00 Ceiling / Roof 60.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.30 0.40 Door 0.30 0.40 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments REVISION REV. DESC Al REV. DATE REV. DESC 40'-0" GENERAL NOTE: ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CALCULATIONS, DETAILS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS DRAWING ARE THE PROPERTY OF & OWNED BY EVAN AKSELRAD - ARCHITECT-ENGINEER. WHETHER THE PROJECT FOR WHICH THEY ARE MADE 8'-0 2'-0" IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR USED BY 0 0 0 0 ANY PERSON, FIRM OR CORPORATION I FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF EVAN AKSELRAD - ARCHITECT-ENGINEER vja4l ISSUE !� FINISHED BASEMENT 1 112921 AMENDED BUILDING . . ALL WALLS TO BE SHEET ROCKED PLANS ` Qt'rL CEILING TO BE SHEETROCKED 2 3.24.22 Issued for Review LO AMENDED BUILDING N 6" SLAB ON GRADE 3 4.8.2022 UP REINFORCE WITH 66-1010 WWF PLANS SLAB TO REST ON 10 MIL POLYETHELINE VAPOR AMENDED BUILDING BARRIER OVER 6" CRUSHED STONE AND 4 5.3.2022 a; COMPACTED SOIL. PLANS 5 5.19.2022 AMENDED BUILDING PLANS AMENDED BUILDING 6 11.30.2022 PLANS Added Bathroom 0 0 � 3 002 _-- All, o 0 EGRESS 001 60 UP EVAN AKSELRAD CD MECHANICAL Roots architect + engineer N 860 UNITED NATIONS PLAZA NEW YORK, NY 10017 917.689.0301 (t) eakselrad@live.com 10 rDEC ttx 1d 20'-0" 11'-2" 18'-10" 0 2 2022 TO a�OFSOMOODEKLD 50'-0" Basement Plan 7 -"7' 2- SEAL&SIGNATURE DATE: 11.23.21 PRO,}_ T NO.: 21030 �• " DR II G BY: EA * CH CK BY: ZK 1 , O.: 00 BASEMENT PLAN - 1 /4" = 1 '-0" ■ 00 OF # 6. ALL DUCTS, SUPPLY AND/OR RETURN REGISTERS PASSING THROUGH FIRE-RATED WALL, FLOORS, GENERAL NOTES REVISION CEILINGS AND OTHER CONSTRUCTION SHALL BE FITTED WITH APPROVED FUSIBLE LINK CONTRACTOR REQUIREMENTS: ALL WORK SHALL CONFORM TO ALL FEDERAL, STATE OR LOCAL CODES DAMPERS.34.WINDOW FALL PROTECTION IS REQUIRED AT OPERABLE WINDOWS WITH SILLS LOWER THAN HAVING JURISDICTION OVER THE PROJECT. CONTRACTOR IS TO HAVE AVAILABLE TO AND FAMILIARIZE 24" ABOVE THE FINISHED FLOOR AND GREATER THAN 72" ABOVE THE GRADE OR OTHER SURFACE THEMSELVES WITH THE LATEST EDITIONS OF THESE CODES INCLUDING ALL SECTIONS, TABLES, �7REV. DATE REV. DESC UNIFORMLY DISTRIBUTED LOADS BELOW ON THE EXTERIOR OF THE BUILDING. ALL WINDOW GUARDS SHALL COMPLY WITH ALL SCHEDULES AND PROCEDURES WHETHER OR NOT THOSE SPECIFIC SECTIONS, TABLES, SCHEDULES OR s ez^58,20.M9000, APPLICABLE CODES. PROCEDURES ARE LISTED HERE. 1. THE WORK CONSISTS OF ALL LABOR, MATERIAL, TOOLS, EQUIPMENT AND SERVICES NECESSARY AND INSURANCE REQUIREMENTS INCIDENTAL TO THE COMPLETION OF THE PROJECT LOCATED AT 1025 WEST COVE ROAD LIVE DEAD 1. CONTRACTOR TO PROVIDE AT LEAST BUT NOT LIMITED TO THE FOLLOWING COVERAGE: CUTCHOGUE, NEW YORK. E GENERAL LIABILITY $1,000,000 EACH OCCURRENCE $5,000,000 IN THE AGGREGATE 2. ALL THE WORK MUST BE CONDUCTED IN SUCH SEQUENCE AS TO CAUSE NO DELAY FROM ONE US E LOAD LOAD PROPERTY DAMAGE $1,000,000 EACH OCCURRENCE $5,000,000 IN THE AGGREGATE TRADE TO ANOTHER. CONTRACTOR SHALL ORGANIZE AND MANAGE A COORDINATED WORK EFFORT AT 2. WORKMEN'S COMPENSATION AND EMPLOYER'S LIABILITY (AS REQUIRED BY LAW) THE SITE. 3. EXCESS LIABILITY $1,000,000 EACH OCCURRENCE $5,000,000 IN THE AGGREGATE OR AS 3. ALL WORK TO BE DCNE, INCLUDING BUT NOT LIMITED TO, MECHANICAL, ELECTRICAL, PLUMBING AND i SPECIFICALLY REQUIRED BY THE OWNER OR CONTRACT. ALL WORK SHALL BE CARRIED OUT BY SOLAR ENERGY SYSTEMS AND STRUCTURAL INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE i Uninhabitable attic without storage 1 0 1 0 LICENSED AND INSURED CONTRACTORS. CONTRACTOR TO SUBMIT TO THE OWNER, ARCHITECT AND 2020 RESIDENTIAL CODE OF NYS, THE 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NYS, ENGINEER ALL INSURANCE CERTIFICATES PROVIDING GENERAL LIABILITY COVERAGE NAMING THE THE 2020 BUILDING CODE OF NYS; PLUMBING CODE;FIRE CODE;MECHANICAL CODE;FUEL GAS CONTRACTOR, THE OWNER AND THE ARCHITECT/ENGINEER AS INSUREDS UNDER THE POLICY CODE;EXISTING BUILDING CODE;PROPERTY MAINTENANCE CODE. ALL CODES SHALL SUPERCEDE THE COVERAGE. DRAWINGS AND SHALL BE INCORPORATED WHETHER THEY ARE SHOWN ON THE DRAWINGS OR NOT. i Uninhabitable attic with limited storage 20 1 0 ALL MEP WORK SHALL BE IN ACCORDANCE WITH THE DRAWINGS PREPARED BY THE MEP ENGINEERS. STRUCTURAL NOTES ALL MEP SYSTEMS ARE TO BE DESIGNED AND SPECIFIED AND INSTALLED BY THE HVAC, ELECTRICAL GENERAL OR PLUMBING CONTRACTORS. 1. ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL AND MECHANICAL DRAWINGS MECHANICAL, ELECTRICAL AND PLUMBING CERTIFICATES TO BE PROVIDED BY THOSE TRADES. Habitable attic & attic served with fixed stair 30 10 AND SHALL CONFORM TO THE PROJECT SPECIFICATIONS, INCLUDING ALL GOVERNING STANDARDS: 4. ALL WORK TO COMPLY WITH LAWS GOVERNING ACCESS FOR PEOPLE WITH DISABILITIES. A. THE NYS BUILDING CODE AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. 5. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. B. A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR 6. ALL WORK SHALL BE CARRIED OUT BY LICENSED AND INSURED CONTRACTORS. ALL NECESSARY Balconies (exterior) and decks 40 10 BUILDINGS", LATEST EDITION. 7. CONTRACTOR TO SUBMIT N INSURANCE FORMS ARE IN BE SUBMITTED. GENERAL NOTE. WRITING A COMPLETE SCHEDULE OF CONSTRUCTION OPERATIONS, C. ACI "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318). INCLUDING THOSE OF EACH SUB-CONTRACTOR, START DATES, COMPLETION DATES, AND TIME D. THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION LATEST EDITION. ALLOTTED FOR EACH OPERATION.E. ALL DRAWINGS SPECIFICATIONS/] WALL BRACING: BUILDINGS SHALL BE BRACED IN ACCORDANCE WITH THE CONTINUOUS SHEATHING 8. CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES, LICENSES AND INSPECTIONS A5 , Fire escapes 40 20 METHOD AND ALL STATE AND LOCAL CODES. PROVIDE SEPARATE AND SPECIAL CARE FOR END REQUIRED BY ALL FEDERAL, STATE AND LOCAL AUTHORITIES, INCLUDING THOSE PERMITS REQUIRED PLANS, IDEAS, CALCULATIONS, DETAILS, CONDITIONS AS PER CODE. BRACED WALL PANELS SHALL COMPLY WITH CODE APPROVED NAILING TO BE OBTAINED IN THE NAME OF OR BY THE OWNER, PRIOR TO START OF WORK. EACH SPECIALTY SCHEDULES. WIND BRACING SHALL PROVIDE A CONTINUOUS LOAD PATH FOR ALL DOWNWARD, UPLIFT TRADE SHALL OBTAIN AND PAY FOR ITS OWN PERMITS, LICENSES AND FEES. ARRANGEMENTS AND DESIGNS /� AND LATERAL FORCES FROM THE ROOF ASSEMBLY TO THE FOUNDATION. 9. CONTRACTOR SHALL OBTAIN A CERTIFICATE OF OCCUPANCY UPON COMPLETION OF THE WORK. Guards and Handrails 200 2. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING AND MAKE SAFE ALL FLOORS, 10.CONTRACTOR SHALL 'OBTAIN SEPARATE PERMITS AS REQUIRED FOR ANY WORK BEYOND THE BUILDING REPRESENTED OR REFERRED TO IN ROOFS, WALLS AND ADJACENT PROPERTY AS PROJECT CONDITIONS REQUIRE. LINE. THIS DRAWING ARE THE PROPERTY OF 11.RECORD ARCHITECT AND ENGINEER AND ALL DESIGN CONSULTANTS ARE NOT RESPONSIBLE FOR THE FOUNDATIONS INSPECTION, SUPERVISION, OR ADMINISTRATION OF THIS CONSTRUCTION PROJECT. & OWNED BY EVAN AKSELRAD Guard in-fill components 50 1. BUILDING FOUNDATIONS SHALL REST ON UNDISTURBED SOIL OR ROCK OF MINIMUM BEARING CAPACITY:4,000 PSF. ADEQUACY OF BEARING STRATUM SHALL BE VERIFIED IN FIELD PRIOR TO STABILITY AND SITE MAINTENANCE ARCHITECT-ENGINEER. WHETHER THE POURING CONCRETE. SHOULD CONDITIONS VARY FROM THOSE ASSUMED, THE ARCHITECT SHALL BE 1. CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN THE STRUCTURAL AND MECHANICAL INTEGRITY OF Passenger vehicle garages 50 NOTIFIED BEFORE CONTINUATION OF WORK. FURTHER SOILS INVESTIGATION, BORINGS OR TEST PITS THE BUILDING DURING CONSTRUCTION PROJECT FOR WHICH THEY ARE MADE g g g SHALL BE PERFORMED BY A GEOTECHNICAL ENGINEER FOR ANY SOIL CAPACITY DEEMED TO BE LESS 2. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONDITIONS OF THE JOBSITE INCLUDING THE IS EXECUTED OR NOT. THEY WERE THAN 4000 PSF TO ESTABLISH THE RECOMMENDED ALLOWABLE BEARING CAPACITIES. SAFETY OF ALL PERSONS AND PROPERTY. THE ARCHITECT OR ENGINEERS PRESENCE OR REVIEW OF PRESUMPTIVE LOAD BEARING VALUES OF FOUNDATION MATERIALS: THE WORK DOES NOT CONVEY THE APPROVAL OR ADEQUACY OF THE CONTRACTORS MEANS OR CREATED, EVOLVED, DEVELOPED AND Rooms other than sleeping rooms 40 10 CLASS OF MATERIALS LOAD BEARING CAPACITY (PSF) METHODS OF CONSTRUCTION. PRODUCED FOR THE SOLE USE ON AND SEDIMENTARY AND FOLIATED ROCK 4,000 3. DELIVERY AND STORAGE OF MATERIALS: SANDY GRAVEL AND/OR GRAVEL 3,000 A. ALL MATERIALS ARE TO BE STORED BY EACH SUBCONTRACTOR IN AREAS DESIGNATED BY THE IN CONNECTION WITH THIS PROJECT SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL AND CLAYEY GRAVEL 2,000 CONTRACTOR. Sleeping rooms 30 10 CLAY, SANDY CLAY, SILTY CLAY, CLAYEY SILT AND SANDY SILT 1,500* B. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR RECEIVING, TRANSPORTING, AND STORING ALL AND NONE OF THE ABOVE MAY BE *(SOIL BORING TESTS REQUIRED) MATERIALS DELIVERED TO THE SITE. HE SHALL NOT CONSIGN MATERIALS TO THE OWNER OR 2. DO NOT PLACE BACKFILL AGAINST BASEMENT WALLS UNTIL ALL FLOORS BRACING THESE WALLS ARE ARCHITECT/ENGINEER FOR DELIVERY. CONTRACTOR SHALL ASSURE THAT MATERIALS ARE DELIVERED V DISCLOSED OR GIVEN TO OR USED BY IN PLACE. ALL BACKFILL MATERIAL SHALL BE GRAVEL OR SANDY GRAVEL, SAND OR SILTY SAND ONLY DURING PERIOD WHEN HE OR HIS REPRESENTATIVE ARE PRESENT. b b Stairs 40 20 SOIL. MECHANICALLY COMPACT MATERIAL IN 6" LIFTS TO 95% OF MAXIMUM DRY DENSITY. C. PACKAGED MATERIALS SHALL BE DELIVERED TO THE PROJECT IN THEIR ORIGINAL, UNOPENED " ANY PERSON, FIRM OR CORPORATION 3. ALL FOOTINGS SHALL BE PLACED DIRECTLY ON VIRGIN SOIL. ADJUST BOTTOM OF FOOTING ELEVATION PACKAGE OR CONTAINER BEARING LABEL CLEARLY IDENTIFYING MANUFACTURER'S NAME, BRAND 1 „� FOR ANY USE OR PURPOSE AS REQUIRED. NAME, MATERIAL, WEIGHT OR VOLUME, AND OTHER PERTINENT INFORMATION. PACKAGED 4. PROVIDE 3" LEAN CONCRETE MUD SEAL IN BOTTOM OF FOOTING EXCAVATION WHEN FOOTING IS NOT MATERIALS SHALL BE STORED IN THEIR ORIGINAL, UNBROKEN PACKAGE OR CONTAINER UNTIL READY WHATSOEVER INCLUDING ANY OTHER Roof 20 20 IMMEDIATELY PLACED AFTER EXCAVATION IS APPROVED. FOR USE IN THE WORK. 5. ALL EXTERIORS FOOTINGS SHALL BE PLACED AT A MINIMUM OF 3'-6" BELOW FINAL GRADE, 4. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8A.M. TO 5 P.M., 15ar PROJECT, EXCEPT UPON WRITTEN CONTRACTOR TO VERIFY FROST LINE WITH LOCAL BUILDING DEPARTMENT OFFICIALS. MONDAYS THROUGH FRIDAYS, EXCEPT LEGAL HOLIDAYS. PERMISSION AND DIRECTION OF EVAN 6. PIERS AND FOOTINGS SHALL BE CENTERED ABOUT CENTERLINES OF PIER, COLUMN, OR WALL UON. 5. FIRE SAFETY: 7. COORDINATE ALL PENETRATIONS AND SLEEVES IN FOUNDATION WALLS WITH MEP CONTRACTORS. A ALL BUILDING MATERI IN ALS STOREDDERLY FAT THE SITE IN ANY TO R EA ESEO AREAS THE B IILDINE TON BE SECURLLED ED I A zM.allo AKSELRAD - ARCH ITECT-ENGINEER LOCKED CONCRETE GENERAL CONTRACTOR. 04 LOAD SCHEDULE 1. ALL CONCRETE SHALL BE AIR ENTRAINED FROM 5%-7% BY VOLUME WITH AN f'c = 3500 PSI, MADE B. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURERS' WITH NORMAL WEIGHT (STONE) AGGREGATE. CONTAINERS. SUCH M/,TERIALS ARE TO BE KEPT AWAY FROM HEAT AND STORED IN AN ADEQUATELY L 2. MAXIMUM CONCRETE SLUMP SHALL BE 4". VENTED SPACE. 3. ALL GROUT SHALL BE NON-SHRINK WITH A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI. C. ALL ELECTRICAL POWER TO BE SHUTOFF WHERE THERE IS EXPOSED CONDUIT. ALL ELECTRICAL ISSUE 4. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615, fy=60,000 PSI, GRADE POWER TO BE SHUTOFF AFTER WORKING HOURS. 60. TIES AND STIRRUPS MAY BE fy=40,000 PSI, GRADE 40. D. CONTRACTOR TO BE RESPONSIBLE FOR AND TO MAINTAIN AS REQUIRED SECURE PIPING AND 5. WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A185 WITH A MINIMUM ULTIMATE TENSILE EQUIDURINGPMENT TO CONSTRUCTION. PREVENT THE LEAKAGE OF ANY FLAMMABLE GAS USED IN THE BUILDING OR AMENDED BUILDING 6 DEMOLITION AND DUST CONTROL: STRENGTH OF 70000 PSI. 1 11.29.21 OCCUPANCY 4 6. PROVIDE MINIMUM TEMPERATURE REINFORCEMENT, AS REQUIRED BY ACI 318, IN ALL SLABS AND PLANS #45960 WALLS WHERE NO REINFORCEMENT IS INDICATED ON DRAWINGS. A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND BE CONFINED TO THE IMMEDIATE 7. REINFORCING STEEL SHALL BE PLACED TO PROVIDE THE FOLLOWING CLEAR MIN. CONCRETE COVER: CONSTRUCTION AREA. FOOTINGS OR CONCRETE IN CONTACT WITH SOIL: 3" CLEAR B. DEBRIS, DIRT AND DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING AT THE END OF AMENDED BUILDING APPROVED AS NOTED � SSE IS UNLAWFUL WALLS AND COLUMNS: EXTERIOR: 2" INTERIOR: 1-1/2" SLABS: 1" EACH DAY OR AS REQUIRED TO AVOID ANY EXCESSIVE ACCUMULATION 2 4 H 2022 PLANS #45960 C. NO BURNING OF ANY KIND IS PERMITTED. a WITHOUT CERTIFICATE B. SINGLE LINES OF VERTICAL AND HORIZONTAL REINFORCING FOR BASEMENT WALLS SHALL BE LOCATED 7. SUPERVISION DATE: B.P.�t AT THE CENTER OF THE WALL. IF NOT SHOWN ON THE DRAWINGS THE MINIMUM STEEL IN BASEMENT A. THE ENTIRE SITE SHALL BE MAINTAINED IN A WEATHER TIGHT AND THEFT TIGHT CONDITION FOR THE r AMENDED BUILDING WALLS SHALL BE: DURATION OF THE PROJECT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THIS 3 5.3.2022 FEE BY: O� QCCUPANCY (1) #4 BAR WITHIN 3" FROM THE TOP OF WALL (WITHOUT WINDOWS) 3" BELOW BOTT. OF WINDOW CONDITION AFTER NORP•:tAL WORKING HOURS. � PLANS #45960 (1) #4 BAR WITHIN 3" ABOVE THE TOP OF THE FOOTING B. THE CONTRACTOR SHALL ADJUST HIS INSURANCE COVERAGE TO INCLUDE THE VALUE OF THE O NOTIFY BUILDING DEPARTMENT AT � AMENDED BUILDING UP TO 8' WALLS ADDITIONAL #4 BARS AT THIRD POINTS INTENDED SCOPE OF (WORK AND TO NAME THE ARCHITECT AS AN ADDITIONAL INSURED. 765-1802 8 AM TO 4 PM FOR THE UP TO 10' WALLS ADDITIONAL BARS AT THE QUARTER POINTS C. THE GENERAL CONTRACTOR SHALL HAVE A COMPETENT SUPERINTENDENT ON THE PREMISES AT ALL N 4 5.19.2022 FOLLOWING INSPECTIONS: 9. INSTALL ISOLATION JOINTS ALONG FOUNDATION WALLS AND AT COLUMN AND OTHER FLOOR TIMES WHEN WORK IS IN PROGRESS. 0 PLANS #45960 1. FOUNDATION TWO REQUIRED PENETRATIONS. D. THE JOB SHALL BE KE?T CLEAN AND ORDERLY. U FOR POURED CONCRETE 10.INSTALL CONTRACTION JOINTS IN CONCRETE FLOOR SLABS EVERY 16' MAXIMUM E. PERSONAL REQUIREMENTS:THE CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE SOLELY 11.REQUIRED ADMIXTURES TO BE MANUFACTURED BY THE SIKA CORPORATION. RESPONSIBLE FOR THE BEHAVIOR OF HIS EMPLOYEES. 2. ROUGH - FRAMING & PLUMBING 12.FIBRILLATED POLYPROPYLENE FIBER MICRO REINFORCEMENT SYSTEM FOR USE IN LEVELLING SLABS 8. CONTRACTOR SHALL BE REQUIRED TO FURNISH AND ERECT ADEQUATE STAGING, PIPE OR HANGING 407•00'+/- O 3. INSULATION COMPLY W. . AS MANUFACTURED BY FIBERMESH. ALL SCAFFOLDING, OUTRIGGERS, SAFETY NETTING, OR MUNICIPAL LAWN AND HOISTS BUIILDIN CODE.FOR G WORK AND SHALL CONFORM TO N 71°38'00°W 22.94' 4. FINAL - CONSTRUCTION MUST NEW YORK STD c_. STRUCTURAL STEEL BE COMPLETE FOR C.O. 1. ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM SPECIFICATIONS: ARCHITECTURAL CODE COMPLIANCE AS REQUIRED AND CONDI 1 A. ASTM A36 EXCEPT UON. B.ASTM A572 GRADE 50 AS NOTED. 1. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA OF NOT LESS THAN 8% ALL CONSTRUCTION SHALL MEET THE 2. BOLTED CONNECTIONS OF BEAMS OR GIRDERS TO BE MADE WITH A325-F BOLTS (3/4" DIA." MIN.) OF THE FLOOR AREA DF THAT ROOM AND THE MINIMUM OPERABLE AREA TO THE OUTDOORS SHALL1d REQUIREMENTS OF THE CODES OF NEW SOUTHOLDTO'NNZBA 3. ANCHOR BOLTS SHALL BE OF A36 OR A307 STEEL. BE 4% OF THE FLOOR AREA BEING VENTILATED. 5 �O YORK STATE. NOT RESPONSIBLE FOR 4. STEEL CONNECTIONS SHALL BE STANDARD AISC FRAMED BEAM CONNECTIONS DESIGNED TO RESIST 2. EMERGENCY ESCAPE AND RESCUE IS REQUIRED IN BASEMENTS, EACH SLEEPING ROOM IN BASEMENTS S uI�LD-nj".' . ONE HALF (1/2) OF THE TABULATED UNIFORM LOAD CAPACITY OF THE BEAM FOR THE RESPECTIVE AND HABITABLE ATTICS AND SHALL HAVE AT LEAST ONE OPERABLE ESCAPE OPENING WITH A SILL DESIGN OR CONSTRUCTION ERRORS. SPAN. HEIGHT LESS THAN 44". �es� SO`770 9. CUTS, HOLES, COPES, ETC., REQUIRED FOR THE WORK OF OTHER TRADES SHALL BE SHOWN ON A. MINIMUM NET CLEAR OPENING OF 5.7 ft2. SHOP DRAWINGS AND MADE IN THE SHOP. FIELD CUTTING OR BURNING OF HOLES WILL NOT BE B. MINIMUM NET CLEAR HEIGHT OF 24". 11 V JE PERMITTED. C. MINIMUM NET CLEAR WIDTH OF 20". 10.SHOP PAINT ALL STEEL WITH ONE COAT OF TNEMEC NO.99. AFTER ERECTION, TOUCH UP, WITH THE D. ALL ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM WITHIN THE ROOM WITHOUT SAME SHOP PAINT, ALL DAMAGED AREAS IN THE SHOP COAT. THE USE OF KEYS OR TOOLS. DO NOT FnOCED WITH 11.WHERE DIMENSIONS ARE NOT INDICATED, BEAMS SHALL BE EQUALLY SPACED. E. ALL EMERGENCY IESCAPE AND RESCUE OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE. FRA",,;SIN'a UNTIL SURVEY 12.SHOP AND ERECTION DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW 3. STAIR HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF ALL STAIRS WITH MORE THAN AND APPROVAL. NO FABRICATION OF STEEL SHALL COMMENCE WITHOUT APPROVED SHOP DRAWINGS. FOUR OR MORE RISERS. HANDRAIL HEIGHT SHALL NOT BE LESS THAN 34" ABOVE STAIR TREAD OF FOUNDATION LOCATION SHOP DRAWINGS ARE PREPARED AND USED BY THE CONTRACTOR AS INSTRUMENTS TO SEQUENCE NOSING NOR MORE THAN 38". ALL HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF _ n HAS BEEN APPROVED. RETAIN STORM WATER RUNOFF HIS WORK AND TO FACILITATE FABRICATION AND ERECTION. REVIEW OF SHOP DRAWINGS SHALL BE THE STAIR FROM A POINT DIRECTLY ABOVE THE TOP RISER TO A POINT DIRECTLY ABOVE THE � � (� I� � �tf! FOR GENERAL DETAIL AND ARRANGEMENT ONLY. CONTRACTOR SHALL BEAR FULL RESPONSIBILITY LOWEST RISER OF THE FLIGHT. HANDRAILS ADJACENT TO WALLS SHALL HAVE A CLEAR SPACE OF �"1 PURSUANT TO CHAPTER 236 FOR DIMENSIONS, PROPER FIT AND DETAILED DESIGN OF CONNECTIONS. THEIR APPROVAL BY THE NOT LESS THAN 1-1/'2" BETWEEN THE WALL AND THE HANDRAIL. OF THE TOWN CODE. STRUCTURAL ENGINEER IS NOT TO BE CONSTRUED AS A WAIVER OF CONSTRUCTION CONTRACT 4. GUARDS: PORCHES, BALCONIES OR RAISED FLOOR SURFACES MORE THAN 30" ABOVE THE FLOOR OR 01 REQUIREMENTS OR RESPONSIBILITIES, UNLESS THE CONTRACTOR HAS REQUESTED A DEVIATION IN GRADE BELOW SHALL HAVE A RAILING NOT LESS THAN 36" IN HEIGHT. RAILINGS SHALL HAVE TOP SITE PLAN gt]ft110 3f01? WRITING. j,+ij'e ri;pci'ati(��r 13.DURING ERECTION, APPROVED TEMPORARY BRACING SHALL BE INSTALLED AS REQUIRED TO PREVENT RAILS AND BALUSTERS AND BOTTOM RAILS THAT ARE NO MORE THAN 4" APART EXCEPT THE _ DISTORTION OR DAMAGE TO THE FRAMEWORK DUE TO ERECTION FORCES. TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD AND BOTTOM RAIL OF THE GUARD RAIL AT BUILDING DEPT required n.6`a p C"' - -~ �� 14.STEEL ERECTOR SHALL PROVIDE A FIRE WATCH DURING ALL FIELD WELDING OPERATIONS. THE OPENING SIDE OF A STAIRWAY ARE PERMITTED TO BE OF SUCH SIZE THAT A 6" SPHERE TOWN OF So JTT TOLD CANNOT PASS THROUGH. NYS Cody 5. ALL PLATE GLASS SHALL COMPLY WITH ALL GOVERNING CODES. PLUMBER CERTIFICATION 1. THE FRAMINGLUMBER SHALL BE OF THE FOLLOWING MINIMUM GRADE AND SPECIE FOR THE 6. SUSPENDED CEILINGS SHALL COMPLY WITH ALL GOVERNING CODES AND SHALL BE CONSTRUCTED OF ON LEAD CONTENT BEFORE SPECIFIED USE. ALL LUMBER SHALL BE GRADE STAMPED BY A RECOGNIZED GRADING AGENCY AND 7 NONCOMBUSTIBLE CERTIFICATE OF OCCUPANCY SHALL BE SURFACED DRY. MATERIALS UNDER OR WITHIN ONE FOOT OF GAS RANGES TO BE FIRE RETARDED PROJECT DATA PROPOSED WORK SHALL COMPLY WITH ALL GOVERNING CODES DIMENSION LUMBER WITH WIRE LATH AND 1" CEMENT PLASTER OR TWO LAYERS OF 1/2 INCH TYPE X FIREPROOF D10vtc:s door SOLDER USED IN WATER FLOOR JOISTS: DOUGLAS FIR - LARCH NO. 1 OR BETTER Fb= 1200 PSI, E=1,600,000 PSI. GYPSUM BOARD. STUDS: DOUGLAS FIR - LARCH STUD GRADE Fc=675 PSI, E=1,500,000 PSI. 8. ALL BATHROOMS TO HAVE APPROVED WATERPROOF GYPSUM BOARD. BUILDING CODE 2020 INTERNATIONAL RESIDENTIAL CODE A " I SUPPLY SYSTEM CANNOT TIMBER POSTS: DOUGLAS FIR - LARCH NO. 1 Fc=1000 PSI, E= 1,600,000 PSI. 9. FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX TO MEET ALL STATE AND LOCAL CODES. and duct-t orr: i C MANUFACTURED WOOD PRODUCTS: A. WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX LESS THAN 200 AND A [INCL. PLUMBING, [2ND PRINTING AS ADOPTED BY NY STATE] EVAN AKSELRAD EXCEED 2110 OF 1 /4 LEAD. PARALLEL LAMINATED BEAMS:SUCH AS PSL BEAMS MANUFACTURED BY THE TRUS JOIST CORP. SMOKE-DEVELOPED INDEX LESS THAN 450. FUEL GAS & e.estingrequirccl, Fb=2800 PSI, E=2,000,000 PSI. POSTS: Fb=2400 PSI, E=1,800,000 PSI B. INSULATION MATERIALS AND VAPOR RETARDERS WITHIN ALL FLOOR, WALL, ROOF, CEILING OR MECHANICAL, WITH 2020 UNIFORM CODE SUPPLEMENT AS architect + engineer MICRO LAMINATED BEAMS: SUCH AS MICROLAMS MANUFACTURED BY THE TRUS JOIST CORP. ATTIC AESSMBLIE 450.ALL HAVE A FLAME SPREAD INDEX LESS THAN 25AND A SMOKE-DEVELPED ELECTRICAL REQUIREMENTS] ADOPTED 8Y NY STATE en g Fb=2600 PSI, E=2,000,000 PSI. THAN LAMINATED VENEER LUMBER: SUCH AS LVL'S MANUFACTURED BY TRUS JOIST CORPORATION 10.FIREBLOCKING AND DRAFTSTOPPING SHALL BE INSTALLED IN ACCORDANCE WITH ALL CODES AND Fb=2325 PSI, E=1,550.000 PSI. POSTS Fb=1,700 PSI, E=1,300,000 PSI. SHALL BE: A. 2" (NOMINAL LUMBER B. 1/2" GYPSUM BOARD FIRE/LIFE SAFETY CODE 2020 INTERNATIONAL FIRE CODE Must provide Manuals PLUMBING PLYWOOD WEB JOISTS: SUCH AS TJI AS MANUFACTURED BY THE TRUSS JOIST CORPORATION. C. FIBERGLAS OR MINERAL BATTS SHALL BE PERMITTED FOR COMPLIANCE WITH 3RD PRINTING AS ADOPTED BY NY STATE 860 UNITED NATIONS PLAZA D J and S as per ALL PLUMBING WASTE ALL INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURERS:SPECIFICATIONS, RECOMMENDED THE 10 FOOT HORIZONTAL FIREBLOCKING IN WALLS CONSTRUCTED USING [ ] P FRAMING CONNECTORS, ALLOWABLE HOLE LOCATIONS, ETC. PARALLEL ROWS OF STUDS OR STAGGERED STUDS. NEW YORK NY 10017 &WATER LINES NEED 2. DETAILS OF WOOD FRAMING SUCH AS NAILING, BLOCKING, BRIDGING, FIRESTOPPING, ETC. SHALL DRAFTSTOPPING MATERIAL SHALL BE AS FOLLOWS:IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS ENERGY CODE 2020 INTERNATIONAL ENERGY CONSERVATION CODE ' NYS EncrMr Code TESTING BEFO(IE COVERING CONFORM TO THE LATEST EDITION OF THE THE NATIONAL DESIGN SPECIFICATION. METAL FLASHING USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING ASSEMBLY, 2ND PRINTING AS ADOPTED BY NY STATE SHALL BE INSTALLED WHERE CONCRETE ABUTS WOOD AND WHERE DECKS ABUT HOUSE FRAMING. DRAFTSTOPS SHALL 13E INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT [ ] 917.689.0301 (t) INSTALL JOIST HANGERS AT ALL FLUSH STRUCTURAL LOAD BEARING CONDITIONS. EXCEED 1,000 ft2. DRAFTSTOPPING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: WITH 2O20 SUPPLEMENT TO THE NY STATE ENERGY 3. WHERE DIMENSION LUMBER IS FLUSH FRAMED TO STEEL OR ANY ENGINEERED LUMBER SET THE A. IN SUSPENDED CEILINGS UNDER FLOOR FRAMING CONSERVATION CONSTRUCTION CODE eakselrad@live.com DIMENSION LUMBER 1/4" CLEAR BELOW THE TOP OF FRAMING LUMBER TO ALLOW FOR SHRINKAGE. B. FLOOR FRAMING IS CONSTRUCTED OF TRUSS TYPE OPEN WEB OR OPEN MEMBERS 4. STUD WALLS SHALL BE 2X4 ® 16" OC AT INTERIOR WALLS AND 2X6 @ 16" OC AT EXTERIOR WALLS. 11.PROVIDE FLASHING AT ALL ROOF BREAKS, CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS & WINDOWS, 5. ALL PARTITION WALLS TO BE WEDGED TIGHT TO THE CEILING OR SLAB DECKS, ETC. USE GROUP (NO CHANGE): GROUP R-3, RESIDENTIAL 6. ALL RAFTERS AND JOISTS SHALL ALIGN DIRECTLY WITH STUDS BELOW. WHERE REQUIRED INSTALL 12.ROOF MATERIAL PROPERTIES AND WIND RESISTANCE SHALL COMPLY WITH ALL ASTM STANDARDS AND TRUSS PLI ACARDING REQUIRED ADDITIONAL STUDS. USE DOUBLE STUDS AT ENDS OF WALLS AND ENDS OF WALL OPENINGS. THE NYS RESIDENTIAL CODE. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL (SS). 1 025 West Cove Road DOUBLE JOISTS UNDER PARALLEL PARTITIONS AND UNDER TUBS. ROOFING NAILS SHALL BE ALUMINUM OR COPPER WITH A MINIMUM 12 ga. SHANK AND A 3/8" DIA. CONSTRUCTION CLASS (NO CHANGE) 7. PROVIDE SOLID BLOCKING BETWEEN JOISTS AT ALL POINT LOAD BEARING LOCATIONS. HEAD. Cutchogue, NY 11935 8. USE DOUBLE TRIMMERS AND HEADERS AT ALL FLOOR OPENINGS WHERE NOT DESIGNATED. 13.ALL PARTITION WALLS TO BE WEDGED TIGHT TO THE CEILING OR SLAB. 9. LAP ALL PLATES AT CORNERS AND AT INTERSECTIONS OF PARTITIONS. t t�, 10.PROVIDE HEADERS OVER ALL OPENINGS AS FOLLOWS (UON): MECHANICAL EQUIPMENT TOTAL FLOOR AREA: 3800 S.F. 11 C7Y'�D�i ��it��1C4 INTERIORS WALLS:(2) 2X10 EXTERIOR WALLS: (3) 2X10. 1. GAS RANGES TO BE P.G.A. AND LOCAL CODE APPROVED. w IF FRAMING IS ENGINEERED LUMBER USE EQUIVALENT ENGINEERED LUMBER SIZES. 2. DRYERS, RANGE HOODS REQUIRING VENTING SHALL BE VENTED TO THE EXTERIOR. f"sW,1�d,rePtaced o 11.UNLESS OTHERWISE NOTED, AT THE ENDS OF ALL BEAMS, HEADERS AND GIRDERS, PROVIDE A BUILT 3. ALL BATHROOMS AND MECHANICAL EQUIPMENT SHALL BE VENTED TO THE OUTSIDE. SCOPE OF WORK: >ropE ircd r}lall conforrAddj• • UP OR SOLID POST WHOSE WIDTH IS AT LEAST EQUAL TO THE WIDTH OF THE MEMBER IT IS 4. SMOKE DETECTOR AND ALARMS: ti�j[j SUPPORTING AND WHOSE DEPTH IS 4" AT INTERIOR WALLS AND 6" AT EXTERIOR WALLS. A. SHALL COMPLY WITH UL 217 AND NFPA AND ALL STATE AND LOCAL CODES. THE CONSTRUCTION OF A NEW TWO-STORY RESIDENTIAL to chapter172 . B. ALL DWELLING UNITS SHALL BE EQUIPPED WITH APPROVED TYPE SMOKE DETECTOR DEVICE. STRUCTURE AT 1025 WEST COVE ROAD. Certification 12.MIMIMUT BRIDGING FOR SPANS UP TO AN 1 ROW. OVER 14': 2 ROWS. OVER 18': 3 ROWS. C. ALL SMOKE DETECTORS MUST BE INSTALLED IN EVERY SLEEPING ROOM AND WITHIN 15 FEET OF 13.ALL EXTERIOR LUMBER SHALL BE ACQ AND REQUIRE THE FOLLOWING: Site Plan and Notes cB!the Torn COd.0 .- n A. ALL FASTENERS SHALL BE HOT DIPPED GALVANIZED OR STAINLESS STEEL. THE ENTRANCE TO ANY SLEEPING ROOM AND ON EACH STORY OF THE DWELLING INCLUDING -<_� �aC�llirCd. B. USE COPPER FLASHING ONLY AGAINST ACQ LUMBER SILL PLATES. BASEMENT AND CELLARS. SMOKE DETECTORS ARE REQUIRED WITHIN BATHROOMS CONTAINING A PROJECT DIRECTORY: TUB OR SHOWER NOT LESS THAN 3 FEET FROM THE DOOR. C. ALL STRUCTURAL CONNECTORS SHALL BE HOT DIPPED GALVANIZED OR STAINLESS STEEL. D. DETECTORS SHALL BE HARDWIRED AND INTERCONNECTED WITH NO INTERVENING SWITCHES. CLIENT ARCHITECT OF RECORD PLYWOOD E. A CERTIFICATE FOR SATISFACTORY INSTALLATION OF THE SMOKE DETECTORS MUST BE FILED WITH 991 GLENN LLC EVAN AKSELRAD 1. PLYWOOD SHEATHING SHALL BE GRADE STAMPED FOR THE SPECIFIED SPAN, TONGUE AND GROOVED, THE DIVISION OF CODE ENFORCEMENT WITHIN 10 DAYS OF INSTALLATION. MADE WITH EXTERIOR GLUE AND SHALL BE OF THE FOLLOWING THICKNESS: F. COMBINED CO AND SMOKE DETECTION DEVICES ARE PERMITTED AS LONG AS ALL REQUIREMENTS 860 UN PLAZA 25B FLOORS:3/4" ROOFS:3/4" WALLS:3/4" INDEX STAMP SHALL BE VISIBLE ON ALL SHEETS. FOR EACH SEPARATE DEVICE IS MET. BATTERY POWERED ALARMS ARE NOT ALLOWED. NEW YORK, NY 10017 2. ALL PLYWOOD SHALL BE GLUE-NAILED TO THE FLOOR JOISTS USING APA APPROVED ELASTOMERIC 5. CARBON MONOXIDE (CO) ALARMS PH: 917.689.0301 CONSTRUCTION ADHESIVE. A. SHALL COMPLY WITH ALL STATE AND LOCAL CODES. B. ALL DWELLING UNITS SHALL BE EQUIPPED WITH APPROVED CO DETECTION DEVICES. eakselC'OCI@IIVe.com TIMBER CONNECTORS C. ALL CO DETECTORS MUST BE INSTALLED WITHIN 15 FEET OF THE ENTRANCE TO ANY SLEEPING SEAL&SIGNATURE 1. JOIST HANGERS AND FRAMING ANCHORS SHALL BE A MINIMUM OF 18 GAUGE GALVANIZED STEEL AS ROOM AND ON EACH STORY OF THE DWELLING INCLUDING BASEMENT AND CELLARS. DATE: DATE MANUFACTURED BY SN. SPECIAL NAILS SUPPLIED BY THE MANUFACTURER SHALL USED D. DETECTORS SHALL BE HARDWIRED AND INTERCONNECTED WITH NO INTERVENING SWITCHES. E. A CERTIFICATE FOR SATISFACTORY INSTALLATION OF THE CO DETECTORS MUST BE FILED WITH PROJECT 21030 FOR REQUIRED NAILING, AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS DIRECTIONS. THE DIVISION OF CODE ENFORCEMENT WITHIN 10 DAYS OF INSTALLATION. 0 F. COMBINED CO AND SMOKE DETECTION DEVICES ARE PERMITTED AS LONG AS ALL REQUIREMENTS DRAW( BY: EA INSPECTIONS BATTERY POWERED ALARMS ARE NOT ALLOWED. 1. ALL INSPECTIONS REQUIRED BY THE BUILDING CODE SHALL BE PERFORMED BY A TESTING AGENCY FOR EACH SEPARATE DEVICE IS MET. � NECK BY: ZK RETAINED BY THE OWNER AT NO COST TO THE CONTRACTOR. 03 NOTES 02 PROJECT DATA ` 000 OF ## REVISION Al REV. DATE REV. DESC TABLE R301.2.1.2 FASTENING SCHEDULE WOOD BEAM UNIFORMLY DISTRIBUTED LOADS � WINDBORNE DEBRIS PROTECTION BASED ON TABLE NYS CODE R602.3(1) NAILING SCHEDULE STEEL PLATE WALL STUD Fastener Schedule for wood structural panels USE LIVE DEAD LOAD LOAD • NUMBER AND TYPE OF SPACING AND LOCATION Fastener Panel Span Panel Span Panel Span Uninhabitable attic without storage 10 DESCRIPTION FASTENER ■ less than less than less than STEEL COLUMN Type or equal to 4 ft or equal to 6 ft. or equal to 8 ft. "i Q Uninhabitable attic with limited storage 20 10 GENERAL NOTE No.8 wood screw s Inches on center 0 inches on center 8 inches on center ITEM ROOF FRAMING based anchor with Habitable attic&attic served with fixed stair 30 10 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 4-8d BOX(2-1/2")OR EACH RAFTER,TOE NAIL 2"embedment len h 1 3-8d COMMON No.10 wood scre 16 inc es on center 1 Inc es on center Inc es on center Balconies(exterior)and decks 40 10 J FLOOR JOIST CEILING JOISTS TO TOP PLATE 4-8d BOX(2-1/2")OR EACH JOIST,TOE NAIL ALL DRAWINGS SPECIFICATIONS based anchor with Fire escapes 40 20 2 3-8d COMMON e.embedment CEILING JOISTS NOT ATTACHED TO PARALLEL RAFTER,LAPS OVER 4-1 Od BOX(3")OR FACE NAIL PLANS, IDEAS, CALCULATIONS, DETAILS, oth Guards and Handrails 200 3 PARTITION TABLE R802 5.2 4-16d COMMON 3-112 EACH JOIST a. This table is based on 180 mph design wind speed and a 45 foot mean CEILING JOISTS ATTACHED TO PARALLEL RAFTER(HEEL JOINT) SEE TABLE R802.5.2 FACE NAIL TYPICAL POST SUPPORT WALL STUD ARRANGEMENTS AND DESIGNS roof height. Guard in-fill components 50 4 _ 10 b. Fasteners shall be installed at opposing ends of of the wood structural COLLAR TIES OR 1-1/4"x 20 ga.RIDGE STRAP 4-1 Od BOX(W)OR FACE NAIL TO EACH RAFTER , panel.Fasteners shall be located a minimum of 1"fro 3" (1)CSHP18 METAL m the edge of the Passenger vehicle garages 50 5 3-10d COMMON panel. 6 RAFTER TO TOP PLATE 3-10dCOMMONOR 2TOENAILSONONESIDEAND STRAP PER STUD , PRESENTED OR REFERRED TO IN C. Anchors shall penetrate through the exterior wall covering with an Rooms other than sleeping rooms 40 10 W/8d COMMON embedment length of not less than 2"into the building frame.fasteners 4-1 Od BOX 1 TOE NAIL ON OPPOSITE SIDE , , I DRAWING ARE THE PROPERTY O F NAILS PER END shall be located not less than 2-1/2"from the edge of concrete block. Sleeping rooms 30 10 OF EACH RAFTER OR TRUSS . - d. Where screws are attached to masonry or masonry/stucwo,they shall be ROOF RAFTERS TO RIDGE,VALLEY OR HIP 4-16d OR TOE NAIL STEEL COLUMN OWNED BY EVAN AKS E LRAD attached using vibration-resistant anchors having a minimum Ultimate Stairs 40 20 7 3-10d COMMON withdrawal capacity of 1500 pounds. Roof 20 20 3-16d BOX OR END NAIL STUD STRAPS @SECOND FLOOR ARCHITECT-ENGINEER. WHETHER THE Exterior glazing in buildings located in Wood-Borne debris regions shall be 2-16d COMMON STEEL PLATE PROJECT FOR WHICH THEY ARE MADE protected from wind borne debris.Glazed opening protection shall meet $ 1 RIM BOARD TO RAFTER END(END NAILED) 2-16d EACH RAFTER the Large Missile test ASTM E 1996 and the ASTM E 1886 as modified in ALLOWABLE DEFLECTION ALLOWABLE CHSPI8 METAL STRAP IS EXECUTED OR NOT. THEY WERE - IRC section 301.2.1.2.1.Garage door glazed opening protection for wind OF STRUCTURAL MEMBERS DEFLECTION W/(8)Bid COMMON NAILS 2x4 BLOCKING AT PANEL EDGES borne debris shall meet ANSI/DASMA115,Areas within hurricane prone WALL FRAMING CONCRETE PIER PER12"END LENGTH CREATED EVOLVED DEVELOPED AND re ions: Ratters having slopes greater than 3l12 with no U780 STUD TO STUD(NOT AT BRACED WALL PANELS) 16d COMMON 24"o.c.FACE NAIL • • WALL STUDS,SEE PLAN r g - 1. Within l mile of the coastal high water where the ultimate design wind finished ceiling attached to rafters $ (3.5'x0.162") • • • RAFTER PANEL EDGE FASTENING PRODUCED FOR THE SOLE USE ON AND speed is 130 mph or greater. Interior walls and partitions H/180 9 STUD TO STUD AND ABUTTING STUDS AT 16d BOX 16"o.c.FACE NAIL • 8d COMMON NAILS @ 3--oc2. In areas where the ultimate wind design speed is 140 mph or greater. INTERSECTING WALL CORNERS AT BRACED WALL PANELS 3.5"x 0.162' • • • • BLOCKING IN CONNECTION WITH THIS PROJECT Floors V360 BUILT UP HEADER 16d COMMON 16"o.c.FACE NAIL ALONG EDGES • 'a • • 4 � PANEL INTERMEDIATE FASTENING Exception:Wood Structural panels with a minimum thickness of 7/16"and 10 3.5"x 0.162" • • AT STRUCTURAL RIDGES 8d COMMON NAILS @ 8"oc AND NONE 0 F THE ABOVE MAY B E a maximum span of 8 feet shall be permitted for opening protection. All other structural members U240 CONTINUOUS HEADER TO STUD 5-8d BOX(2.5"x 0.113") TOE NAIL • PROVIDE A SIMPSON LSSR Panels shall be precut&predrilled to cover the glazed openings with 11 OR 4-8d COMMON SKEWABLE HANGER AT EACH WALLSHEATHING,SEE PLAN, attachment hardware provided in the table below.All panels shall be Exterior walls with stucco finish H/360 TOP PLATE TO TOP PLATE 16d BOX(3.5"x 0.162") 12"o c.FACE NAIL RAFTER EACH SIDE OF RIDGE LONG DIRECTION PERPENDICULAR DISCLOSED OR GIVEN TO OR USED BY labeled and stored in a clean dry area of the house.Attachments shall be 12 provided in accordance with the table as follows: Exterior walls-wind loads/brittle finishes U240 DOUBLE TOP PLATE SPLICE 8-16d COMMON(3.5") FACE NAIL ON EACH SIDE OF END TO FRAMING,ENDS STAGGERED Exterior walls-wind loads/flexible finishes L/140 13 OR12-16d BOX(3.5") JOIST(MIN.24"LAP SPLICE LENGTH 11 COLUMN ANCHOR RIDGE BEAM ANY PERSON, FIRM OR CORPORATION TABLE P3201.7 EACH SIDE OF END JOINT) 1 TYPICAL WALL SHEATHING LAYOUT&FASTENING FOR ANY USE OR PURPOSE TRAP SIZES FOR PLUMBING FIXTURES L=span length H=span height BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON(3.5") 12"o.c.FACE NAIL IN LIEU OF RIDGE STRAPS PROVIDE MIN LOCATED IN THE UPPER THIRD OF THE ATTIC SPACE AND ATTACHED.2x4 COLLAR TIES @ 48"oc 14 OR BLOCKING(NOT AT BRACED WALL) OR16BOX(3.5") WHATSOEVER INCLUDING ANY OTHER MIN.TRAP PLUMBING FIXTURE TABLER802.5.2 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"o.c.FACE NAIL TO THERAFTERS WITH(4)8d NAILS EACH END TYP. TYP. PROJECT, EXCEPT UPON WRITTEN SIZE 15 OR BLOCKING(AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"o.c.FACE NAIL RAFTER/CEILING JOIST HEEL CONNECTION PERMISSION AND DIRECTION OF EVAN BATHTUB AND/OR WHIRLPOOL 1-1/2" TOP OR BOTTOM PLATE TO STUD 3-16d BOX END NAIL RAFTER RAFTER GROUND SNOW:20PSF 16 2-16d COMMON 2-1 2"MIN. 5 TYPICAL RAFTER STRAPS 3 2 3 3 2 "a BIDET 1-1/2" SLOPE SPACING AKSELRAD - ARCHITECT-ENGINEER ROOF SPAN TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 6-1Od BOX FACE NAIL JOINTS EACH SIDE CLOTHES WASHER STANDPIPE 2" 17 4-16d COMMON DISHWASHER(ON SEPARATE TRAP) 1-1/2" 12 FT 20 FT 28 FT 36 FT 1"BRACE TO EACH STUD AND PLATE 3-8d BOX FACE NAIL RAFTER 18 2-8d COMMON BEAM (2)1/2'DIA.THROUGH (1)SIMPSON H2A STRAP BOLTS W/WASHERS PER RAFTER w/(12 FLOOR DRAIN 2" NUMBER OF 16d COMMON NAILS FLOOR FRAMING Bid COMMON NAILS ISSUE KITCHEN SINK 1-1/2" 3:12 16"o.c. 5 8 10 13 2 1 2 2 1 2 JOIST TO SILL,TOP PLATE OR -PER JOIST 4-Bd BOX PER JOIST•TOE NAIL WALL PLATES LAUNDRY TUB 1-1/2" 21 3-8d COMMON DECK POST 4:12 16"o c. 4 6 8 10 STUD WALL LAVATORY 1-1/2" RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP PLATE(ROOF 8d COMMON 6"o.c.TOE NAIL 5-1/2'MIN. 5:12 16"o.c. 3 5 6 8 22 APPLICATIONS ALSO) 1 Od BOX AMENDED BUILDING SHOWER BASED ON TOTAL FLOW RATE: BLOCKING TO JOIST 2-1 Od BOX EACH END POST BASE 1 4.8.2022 PLANS #45960 5.7 gpm AND LESS 1-1/2" 7:12 16"o.c. 3 4 5 6 23 2-8d COMMON MORE THAN 5.7 gpm UP TO 12.3 gpm z^ &RAF�TER/PLA�TE/STUD CONNECTION MORE THAN 12.3 gpm UP TO 25 8 gpm 3" 9:12 16"o.c. 3 4 4 5 BLOCKING TO SILL OR TOP PLATE 4-16d BOX TOE NAIL MORE THAN 25.8 gpm UPTO55.6 glom 4" 24 3-16d COMMON CONCRETE PIER 3 2 3 3 2 3 12:12 16"O.C. 3 3 4 4 2"PLANKS(PLANK&BEAM FLOOR&ROOF) 3-16d COMMON AT EACH BEARING,FACE NAIL 2 5.3.2022 AMENDED BUILDING 25 4-1 Od BOX GABLE ROOF PLAN TO 45 DEGREES_ PLANS #45960 TABLE R302.6 THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE BOTTOM BAND OR RIM JOIST TO JOIST 4-10d BOX PER JOIST DWELLING GAR/jGESEPARATION OF THE ATTIC SPACE.FOR CEILING JOISTS LOCATED HIGHER IN 26 3-16d COMMON � GIRDER AS SPECIFIED AMENDED BUILDING SEPARATION MATERIAL THE ATTIC THE HEEL JOINT CONNECTION SHALL BE INCREASED AS BUILT-UP GIRDERS AND BEAMS 10d BOX 24"o.c.FACE NAIL TO TOP&BOTTOM TY �P' 3 5.19.2022 FOLLOWS: 27 STAGGERED ON OPPOSITE SIDES PLANS #45960 FROM THE RESIDENCE AND ATTICS NOT LESS THAN 1/2"GYPSUM OR He/Hr HEEL JOINT ADJUSTMENT FACTOR LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 4-16d BOX EACH JOIST OR RAFTER,FACE NAIL BLOCKING AS PER 3 2 2 3 v EQUIVALENT TO THE GARAGE SIDE 1/3 1.5 28 3-16d COMMON MANUFACTURES SPECIFICATIONS FROM HABITABLE ROOMS ABOVE NOT LESS THAN 5/8"TYPE X THE GARAGE GYPSUM BOARD 114 1.33 BRIDGING OR BLOCKING TO JOIST 2-10d BOX(3")OR EACH END,TOE NAIL DECK BEAM/POST JOISTS AS SPECIFIED STRUCTURE(S)SUPPORTING FLOOR/ NOT LESS THAN 1/2"GYPSUM 1/5 1.25 29 2-8d COMMON(2-1/21 12 METAL JOIST HANGER CEILING ASSEMBLIES USED FOR BOARD SEPARATION REQUIRED BY 1/6 1.2 WOOD STRUCTURAL PANELS,SUBFLOOR,ROOF AND INTERIOR WALL IRC-R302.6 SHEATHING TO FRAMING AND PARTICLE BOARD WALL SHEATHING TO FRAMING GARAGE LOCATED LESS THAN 3 FT. NOT LESS THAN 1/2"GYPSUM 2 FROM A DWELLING UNIT ON THE BOARD APPLIED TO THE INTERIOR 1 1 2 SAME LOT SIDE OF EXTERIOR WALLS THAT TABU 802.11 SPACING OF FASTENERS DESCRIPTION OF A RE WITHIN THIS AREA NUMBER AND TYPE RAFTER UPLIFT CC%�dNrCTION FROM WIND BUILDING ELEMENTS OF FASTENER PANEL EDGES INTERMEDIATE ROOF SHEATHING I OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5. I SUPPORTS GABLE END WALL FRAMING TYPICAL JOIST HANGER ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE EXPOSURE C STAGGERED FASTENERS 7 R702 3.5.ALL INTERIOR WALLS SHALL HAVE GYPSUM BD.SHEATHING, RAFTER ROOF 3/8"-1/2" 6d COMMON MOO(ROOF) 6" SEE NOTE A 6" RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS SHALL (FEET) ULTIMATE WIND SPEED MEET ASTM El19 AND FIRE STOPPING PER ASTM E814 OR UL 1479 19/32"-1" 8d COMMON SEE TABLE 507.2 130 1ao 31 6" SEE NOTE A G' 3 2 2 3 v ROOF PITCH ROOF PITCH 1-1/8"-1-1-1/4" 10d COMMON NAILSI �f I ".',12 ;5:12 <5:12 45:12 32 6" 12" 0 5.5'MIN FOR 2x8* GABLE ROOF PLAN TO 7 DEGREES 5" 6.5"MIN FOR 2x10 16"o.c. 12 214 201 263 247 1/2"STRUCTURAL CELLULOSIC 1-1/2"GALVANIZED 33 FIBERBOARD SHEATHING ROOFING NAILS 3" 6' MAX O O O 7.5"MIN FOR 2x12 ROOF SHEATHING NAILING SCHEDULE 16"o.c. 18 277 259 342 322 5/8"STRUCTURAL CELLULOSIC 13/4"GALVANIZED 3/4"MIN 34 FIBERBOARD SHEATHING ROOFING NAILS 7" 7" 2"MIN (1)CSHP18 METAL 16"o.c. 24 340 318 422 396 STRAP PER STUD W/ ZONE 1 ZONE 2 ZONE 3 1/2"GYPSUM SHE 1-1/2"GALV.ROOFING NAILS 7" 7" LEDGER BOARD LAG SCREW OR THRU-BOLT (8)8d COMMON 16"o.c. 28 346 358 476 446 35 5/8"GYPSUM SHEATHING 13/4"GALV.ROOFING NAILS 7" T' NAILS PER END. 16"o.c. 32 427 398 529 496 EXTERIOR WALL WOOD STRUCTURAL PANELS TO RESIST WIND PRESSURES PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FIELD 6"o.c. 4"o.c. 3"o.c. 16"o.c. 36 469 438 538 547 TABLE R602.3(3) DISTANCE CAN BE REDUCED TO 4.5"IF LAG SCREWS ARE USED OR BOLT SPACING IS REDUCED TO THAT OF LAG SCREWS TO -1/2"DIA.ANCHOR EDGE 6"o.c. 4'o.c. 3'o.c. 16"o.c. 42 535 499 664 622 NAILSPACING ATTACH 2x8 LEDGERS TO 2x8 BAND JOISTS BOLTS W/PL 1/4"x3"x3" MINIMUM NAIL NAIL MINIMUM WOOD MINIMUM WOOD WALLSTUD (1/2'STACKED WASHERS NOT PERMITTED) (TYP) FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS REFER TO 16"o.c. 48 599 559 745 697 SIZE PENETRATION STRUCTURALPANEL STRUCTURALPANEL SPACING SPAN RATING THICKNESS EDGES FIELD NYS CODE"SCHEDULE FOR STRUCTURAL MEMBERS' 6d COMMON NAIL LEDGER BEAM SUPPORT CONCRETE WALL TABLE 507.9.1.3(1) (zs"x o113") 1-1/2" 24/0 7/16"oR 1/z' tG o.c. s• 12' 13 ,SIMPLIFIED ROOF SHEATHING NAILING SCHEDULE DECK LEDGER TO BAND JOIST CONNECTION 8d COMMON NAIL CONNECTION (2.5"x 0.131") 1-3/4" 24/16 7l16'OR 1/2" 16'o.c. 6' 12" 44 DETAIL <6' 6'-1"TO8' 8'-1"TO 10- 10'1"TO12' INTERIOR GYPSUM WALLBOARD TABLE R702.3.5 • • 1/2"DIA.LAG SCREW& COMPOSITE RAILING SYSTEM. 30" 23" 30" 30" GYPSUM BOARD FRAMING SPACING OF VINYL RAIL TOP AND BOTTOM, • LIGHT WOOD FRAME WALL 1/2"MAX.SHEATHING GYPSUM BOARD APPLICATION FASTENERS SIZE OF NAILS THICKNESS ORIENTATION MEMBER TO WOOD FRAMING POSTS AT 4'oc WITH COL.CAPS. PLYWOOD OPENINGS • 1/2"DIA,THRU BOLT& TO FRAMING SPACING NAILS SCREWS •ALL OPENINGS IN RAIL TO BE 36" 36" 36" 36" • PROTECTION:THICKNESS 1/2"MAX.SHEATHING CEILING EITHER DIRECTION 16"o.c. 7" 12, 5d COOLER NAILS LESS THAN 4' DEPENDS ON WINDOW 12'-1"T014' 14'-1"T016' 16'-1'T018' 1/2" WALL EITHER DIRECTION 16"o.c. 6• 12" INTERNAL 4x4 PT POST LAG FIRST FLOOR AND SILL ANCHORS OPENING WIDTH 1/2"DIA,LAG SCREW& 518° CEILING EITHER DIRECTION 16"G.C. 7' 12' 6d COOLER NAILS BOLTED TO DECK JOISTS $ 13" 1 t 10" " WALL EITHER DIRECTION 16"o.c. 7' 12' chi WOOD DECKING SECURED TO NOTE:IN LIEU OF SCREWS, 1/2"MAX.SHEATHING • LUGS WITH NUTS AND TYPE W AT I 1.7/8"LONG 6d COATED NAILS OR JOISTS WITH 1 Od THREADED NAILS WASHERS MAY BE USED EVAN A K S E L RA D 1/2"DIA.THRU BOLT& GARAGE CEILING PERPENDICULAR 16"o.c. 6" 12' EQUIVALENT DRYWALL SCREWS. OR#10 x 3"WOOD SCREWS AT 6"oc 5/8" SCREWS SHALL COMPLY WITH 1/2"MAX.SHEATHING 24" 21" 19" BENEATH IRC SECTION R702.3.5.1 HABITABLE ROOMS 1/2"DIA.GALVANIZED BOLTS AT EACH LEDGER SHALL BE FLASHED Where the ultimate design wind speed is 130 mph or less,nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6"oc. POST(3)PER POST� AT EACH JOIST. secnoN architect + engineer LAG SCREWS SHALL BE STAGGERED PER R507.2.1(1) Where the ultimate design wind speed Is greater than 130 mph,nails for attaching panel roof sheathing to Intermediate supports shall be spaced 6"o.c.for minimum 2x RIM JOISTS ATTACHED " 48"distance from ridges,eaves and gable end walls;and 4"o.c.to gable end wall framing. WITH(3)1 Od THREADED NAILS • OR(3)#10x3"WOOD SCREWS 860 UNITED NATIONS PLAZA CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA AS PER NYS RESIDENTIAL CODE R301.2(1) (1)CSHP18 METAL FRAMING NEW YO R K, NY 10017 STRAP PER STUD W/ DECK RAIL SUPPORT DETAIL (8)Bid COMMON WIND DESIGN SUBJECT TO DAMAGE FROM 14 ER 10"END LENGTH. GROUND SEISMIC WINTER ICE SHIELD FLOOD AIR MEAN `I 917.689.0301 (t) SNOW WIND TOPOGRAPHIC SPECIAL WIND BORNE DESIGN WEATHERING FROST TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL 3"No.8 SCREWS& LOAD SPEED EFFECTS WIND REGION DEBRIS ZONE CATEGORY DEPTH TEMP REQUIREMENT INDEX TEMP WASHER 12'o.c. (MPH) SCREWS TO BE PLASTIC eakselrad@IIVe.COrYI COATED NO NO NO m) B SEVERE 36" M to H S to M 11 YES NO 1500 OR 52.1 1/2'PLYWOOD 20 13 ( LESS In accordance with Section R301.2.1.2 the Jurisdiction shall indicate the wind borne debris wind zones).otherwise,the jurisdiction shall indicate'NO"In this part of the table. 1025 West Cove Road The ground snow loads to be used In detrmining the snow design loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet.Sites at elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1000 feet. C u}ch Og u e, NY 11935 TYPICAL DETAILS SECTION A.TYPICAL ATTACHMENT OF PLYWOOD OPENINGS PROTECTION TO • WOOD FRAME BUILDING • • ALTERNATE TO 120 MPH CERTIFIED WINDOW INSTALLATION: •• PLYWOOD PANEL WINDOW AND • • DOOR PROTECTION FOR WOOD FRAMED BUILDINGS 9 HEADER AND POST TIE DOWNS 3 TYPICAL WALL OPENING PROTECTION SEAL&SIGNATURE DATE: DATE PROJECT 0.: 21030 OF DRAWI Y: EA HECK Y: ZK G. 01 TYP I CA DETAILS , OF # REVISION REV. DESC Al REV. DATE REV. DESC 40'-0" I GENERAL NOTE: ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CALCULATIONS, DETAILS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS DRAWING ARE THE PROPERTY OF & OWNED BY EVAN AKSELRAD - ARCHITECT-ENGINEER. WHETHER THE PROJECT FOR WHICH THEY ARE MADE 8'-0„ 2-0. IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR USED BY 0 ,0 0 0 0 ANY PERSON, FIRM OR CORPORATION CtA/ FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF EVAN AKSELRAD - ARCHITECT-ENGINEER o� �a ISSUE J)A 1 11.29.21 AMENDED BUILDING PLANS L UNFINISHED BASEMENT 2 3.24.22 Issued for Review Ln v 6" SLAB ON GRADE 3 4.8.2022 AMENDED BUILDING UP REINFORCE WITH 66-1010 WWF PLANS = SLAB TO REST ON 10 MIL POLYETHELINE VAPOR AMENDED BUILDING I BARRIER OVER 6 CRUSHED STONE AND 4 5.3.2022 PLANS U-; COMPACTED SOIL. 5 5.19.2022 AMENDED BUILDING PLANS 001 O O 0 002 ® O O EGRESS 001 UP EVAN AKSELRAD MECHANICAL ROOM architect + engineer 0 N 860 UNITED NATIONS PLAZA NEW YORK, NY 10017 917.689.0301 (t) eakselrad@live.com 1025 West Cove Road Cutchogue, NY 11935 20'-0" 11'-2" 18'-10" 50'-0" Basement Plan SEAL&SIGNATURE DATE: 11.23.21 PROD " T NO.: 21030 DR*VA,G BY: EA CH CK BY: ZK 9k t O.: 00 BASEMENT PLAN - 1 /411 = 1 '-011 100 OF ## REVISION REV. DESC Al REV. DATE REV. DESC 18'-9" A 21'-0" 108 109 110 111 L"k] GENERAL NOTE: 107 110 111 112 ALL DRAWINGS, SPECIFICATIONS, ® ® PLANS, IDEAS, CALCULATIONS, DETAILS, EGRESS EGRESS ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN 10 THIS DRAWING ARE THE PROPERTY OF SUN ROOM DINING ROOM & OWNED BY EVAN AKSELRAD - ARCHITECT-ENGINEER. WHETHER THE 2'-0" 2'-0" L g PROJECT FOR WHICH THEY ARE MADE w IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED AND ✓' 0 PRODUCED FOR THE SOLE USE ON AND 106 113 l Q - IN CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAY BE DN f ','� DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER 105 112 PROJECT, EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF EVAN KITCHEN AKSELRAD - ARCHITECT-ENGINEER ISSUE AMENDED BUILDING PRE-FAB GREAT ROOM 1 11.29.21 PLANS 6-0 GAS FIREPLACE 2 3.24.22 Issued for Review L I N N AMENDED BUILDING 3 4.8.2022 PLANS 11a AMENDED BUILDING CD 4 5.3.2022 PLANS 26-9 16-5 AMENDED BUILDING 104 5 5.19.2022 PLANS FF W D J �� 105 2'-4" 6'-0" 2'-1" 3'-2" 5'-2" __2 AOL 103 102 „ • 107 rn108 1os FOYER GARAGE (Z 66Vi N STUDY UP rEGRESS '`�`' EVAN AKSELRAD architect + engineer 116 860 UNITED NATIONS PLAZA 103 NEW YORK, NY 10017 117co115 917.689.0301 (t) EGRESS eakseirad@live.com 1025 West Cove Road 102 101 Cutchogue, NY 11935 20'-0" 11'-2" 18'-10" 50'-0" First Floor Plan SEAL&SIGNATURE DATE: 11.23.21 PROD T NO.: 21030 DR ! 111 G BY: EA CH CK BY: ZK O.: t' _.01 FIRST FLOOR PLAN - 1/4" = 1 '-01 101 q . OF ## a I REVISION Al REV. DATE REV. DESC REV. DESC I F a 3 I GENERAL NOTE: ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CALCULATIONS, DETAILS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS DRAWING ARE THE PROPERTY OF & OWNED BY EVAN AKSELRAD - ARCHITECT-ENGINEER. WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF EVAN AKSELRAD - ARCHITECT-ENGINEER ISSUE 1 11.29.21 AMENDED BUILDING PLANS 2 3.24.22 Issued for Review I I I 3 4.8.22 AMENDED BUILDING PLANS 4 5.3.22 AMENDED BUILDING PLANS 5 5.19.22 AMENDED BUILDING PLANS II II II EVAN AKSELRAD architect + engineer 860 UNITED NATIONS PLAZA NEW YORK, NY 10017 917.689.0301 (t) eakselrad@live.com 1025 West Cove Road Cutchogue, NY 11935 Roof and Attic Plan SEAL&SIGNATURE DATE: OF PROJECT AO-: 21030 DRAWI B : EA HECK Y: ZK 103 03 ROOF PLAN - 1/411 - 1 -0 OF ## ' 9 REVISION REV. DESC Al REV. DATE REV. DESC 9'-7" 20'-11" 9'-7" DECK RAILING (DETAIL 14 A001) GENERAL NOTE. ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CALCULATIONS, DETAILS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS DRAWING ARE THE PROPERTY OF & OWNED BY EVAN AKSELRAD - ARCHITECT-ENGINEER. WHETHER THE DECK PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR USED BY 2os 20� 2os 2os ANY PERSON, FIRM OR CORPORATION 212 FOR ANY USE OR PURPOSE ® ® A WHATSOEVER INCLUDING ANY OTHER GRESS EGRESS EGRESS PROJECT, EXCEPT UPON WRITTEN 210 205 PERMISSION AND DIRECTION OF EVAN 14'-7" L 9'-8" 5'-9" 12'-1" AKSELRAD - ARCHITECT-ENGINEER SITTING ROOM BEDROOM BEDROOM N _ ISSUE O 211 � 1 11.29.21 AMENDED BUILDING PLANS 210 2 3.24.22 Issued for Review N l�"J 209 3 4 8 22 AMENDED BUILDING PLANS 8-8s 4 5.3.22 AMENDED BUILDING _ V a °° PLANS CD co O P 1 213 WALK IN CLOSET 2os AMENDED BUILDING °° /L�2. 5 5.19.22 PLANS i � i 204 MAIN BATH 214 °° N �A0 1. F(71 So 215 n � 00 . 205 (� �j �. (� 8'-4° i 21s DN 202 00 `j 203 LO WALK IN CLOSET F FF 204 1'-11" 4'-11" 6'-10" 4'-6" 19'-1" 11'-4" 18'-1" BEDROOM 201 EVAN AKSELRAD � EGRESS MAIN BEDROOM architect + engineer 213 212 211 860 UNITED NATIONS PLAZA 203 NEW YORK, NY 10017 917.689.0301 (t) eakselrad@live.com EGRESS 1025 West Cove Road 2oz 201 Cutchogue, NY 11935 20'-0" 11'-2" 18'-10" 50'-0" Second Floor Plan SEAL&SIGNATURE nATF- OF PROJECT NO.: 21030 �R DRAWI BY: EA HECK Y: ZK 102 02 SECOND FLOOR FLOOR PLAN - 1 /4" = 1 '-011 OF # REVISION REV. DESC Al REV. DATE REV. DESC GENERAL NOTE: ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CALCULATIONS, DETAILS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS DRAWING ARE THE PROPERTY OF & OWNED BY EVAN AKSELRAD - ' ARCHITECT-ENGINEER. WHETHER THE CABLE IL SYSTE PROJECT FOR WHICH THEY ARE MADE EXECUTED OR NOT. THEY WERE ! CREATED, EVOLVED, DEVELOPED AND jar,( ( PRODUCED FOR THE SOLE USE ON AND f IN CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF EVAN AKSELRAD - ARCHITECT-ENGINEER ISSUE 2 3.24.2022 Issued for Review 3 4.8.2022 Amended Building Plans 01 SOUTH ELEVATION 4 5.3.2022 Amended Building Plans 5 5.19.2022 Amended Building Plans CABLE RAIL SY T M EVAN AKSELRAD architect + engineer 860 UNITED NATIONS PLAZA NEW YORK, NY 10017 917.689.0301 (t) eakselrad@live.com 1025 West Cove Road Cutchogue, NY 11935 ■ 02 NORTH ELEVATION North South Elevations SEAL&SIGNATURE T .21 ®OF PROJECT .: 21030 DRAWIN B : EA S. * ECK Y: ZK reF 1k 201 OF ## ■ REVISION REV. DATE REV. DESC 1 REV. DESC w GENERAL NOTE: ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CALCULATIONS, DETAILS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS DRAWING ARE THE PROPERTY OF & OWNED BY EVAN AKSELRAD - ARCHITECT-ENGINEER. WHETHER THE CABLE RAIL SYSTEM CABLE RAIL SYSTEM (TYP) PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF EVAN AKSELRAD - ARCHITECT-ENGINEER ISSUE 1 11.29.2021 AMENDED BUILDING PLANS 2 3.24.22 Issued for Review 01 WEST ELEVATION 3 4.8.2022 AMENDED BUILDING PLANS 4 5.3.2022 AMENDED BUILDING PLANS 5 5.19.2022 AMENDED BUILDING PLANS CABLE RAIL SYSTEM i EVAN AKSELRAD architect + engineer 860 UNITED NATIONS PLAZA NEW YORK, NY 10017 917.689.0301 (t) eakselrad@live.com 1025 West Cove Road Cutchogue, NY 11935 i I 02 EAST ELEVATION ' East West Elevations SEAL&SIGNATURE DATE: 11.23.21 C)F PROJECT 0.: 21030 DRAWI Y: EA HECK Y: ZK f 202 REVISION Al REV. DATE REV. DESC STACK 1 STACK 2 ROOF GENERAL NOTE: ALL DRAWINGS, SPECIFICATIONS, 4° 4 PLANS, IDEAS, CALCULATIONS, DETAILS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN 2" 2" 2° 2" THIS DRAWING ARE THE PROPERTY OF & OWNED BY EVAN AKSELRAD - F-1 ARCHITECT-ENGINEER. WHETHER THE PROJECT FOR WHICH THEY ARE MADE 2 2 2" 2 2 2 2" 2 2 2 2" 2 2 2 2" IS EXECUTED OR NOT. THEY WERE -- CREATED, EVOLVED, DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND L Ji 2ND FLOOR IN CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAY BE F 2" 4" 4" 2" —� 2° 4" 4° 2,�'I DISCLOSED OR GIVEN TO OR USED BY MAIN BATH BR 1 BATH BR2 BATH BR3 BATH ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE 2 WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF EVAN 4" F -4 AKSELRAD - ARCHITECT-ENGINEER 4" 2„ 2„ 2„ 2„ 2„ 2„ ISSUE O1 11.29.21 AMENDED BUILDING 1ST FLOOR PLANS N 2 4.8.22 AMENDED BUILDING —� 2 STUDY BATH 4 POWDER ROOM 4 PLANS 3 5.3.22 AMENDED BUILDING PLANS 4 5.19.22 AMENDED BUILDING PLANS 4" 4" I 4" FAI C.O. BASEMENT 4„ 4° TO SEPTIC SYSTEM PLUMBING RISER DIAGRAM 01 PLUMBING RISER DIAGRAM EVAN AKSELRAD architect + engineer 860 UNITED NATIONS PLAZA NEW YORK, NY 10017 917.689.0301 (t) eakselrad@live.com 1025 West Cove Road Cutchogue, NY 11935 Plumbing Riser Diagram SEAL&SIGNATURE DATE:11.23.21 PROJECT' .: 21030 OF DRAWIN 'B : EA * ECK' Y: ZK 500 OF ## REVISION Al REV. DESC REV. DATE w REV. DESC i I. 0 0 GENERAL NOTE: 12 ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CALCULATIONS, DETAILS, ARRANGEMENTS AND DESIGNS EL. 83'-3-1 4" REPRESENTED OR REFERRED TO IN ATTIC T.0 PLYWOOD THIS DRAWING ARE THE PROPERTY OF & OWNED BY EVAN AKSELRAD - ARCHITECT-ENGINEER. WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAY BE 02 SECTION 2 DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF EVAN AKSELRAD - ARCHITECT-ENGINEER ISSUE 2 3.24.2022 Issued for Review EL. 73'-2" 2nd FLOOR T.O. FIN. FLR. 3 4.8.2022 Amended Building Plan 4 5.3.2022 Amended Building Plan 5 5.19.2022 Amended Building Plan 03 SECTION 3 REINFORCED CONCRETE SLAB AND MASONRY PORCH AND STAIRS EL. 62'-0" MAIN FLOOR T.O. FIN. FLR. T 0 C ONCRETEB'FDN. WALL EVAN AKS E LRAD EL. 60'-0" RT i architect + engineer MOTOR COU 860 UNITED NATIONS PLAZA NEW YORK, NY 10017 917.689.0301 (t) eakselrad@live.com 1025 West Cove Road Cutchogue, NY 11935 EL. 50'-10" 04 SECTION 4 LOWER LEVEL T.O. SLAB Sections and Details SEAL&SIGNATURE DATE: 11.23.21 OF PROJECT AD.: 21030 ' DRAWIN : EA ECK Y:I ZK �. 601 01 SECTION 1 AT FRONT PORCH , OF # 4 9 REVISION REV. DESC REV. DATE REV. DESC VARIES STANDING SEAM METAL ROOF T.O. GRADE 4'EXPOSURE CEDAR SHAKE SHINGLES 10"CONCRETE WALL p 10 MM HP SUCKER RAINSCREEN h 10 MM HP SUCKER RAINSCREEN ' 2"RIGID FOAM; 5-1/2'LSL WALL STUD 2'CLOSED CELL FOAM EXTERIOR 2 FT.DEEP AROUND PERIMETER [R-13] 3/4'COX PLYWOOD 9-1/4-BATT INSULATION 5/8'GYP.BOARD 5/8'GYP.BOARD EXTERIOR INTERIOR EXTERIOR INTERIOR [R-36] �� 3-1/2'LSL WALL STUD ' 3-1/2"LSL WALL STUD TOTAL 11-1 4'INSULATION R=49 / [ - ] \ (2)LAYERS 5/8'GYPSUM BOARD • TOTAL5-112"INSULATION[R=26 5] 2x ROOF RAFTER AT GARAGE SIDE 5 8'GYPSUM BOARD 2'CLOSED CELL FOAM / [R-13] PARTITION TYPE 58 ONLY: 3-1/2'GATT INSULATION 5/8-GYP.BD.AT INTERIOR r USE 5/8'CEMENT BOARD [R-13.5] INSTEAD OF GYP.BOARD AT BATHROOM SIDE 5/8"GYP.BD.AT INTERIOR INTERIOR G E N E RA L NOTE: ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CALCULATIONS, DETAILS, ARRANGEMENTS AND DESIGNS 5 TYPICAL RAFTER 4 TYPICAL PARTITION WALL AT GARAGE 3 TYPICAL PARTITION WALL 2 TYPICAL FOUNDATION WALL 1 TYPICAL EXTERIOR WALL REPRESENTED OR REFERRED TO IN THIS DRAWING ARE THE PROPERTY OF & OWNED BY EVAN AKSELRAD - ARCHITECT-ENGINEER. WHETHER THE PROJECT FOR WHICH THEY ARE MADE VARIES WEATHER RESISTANT DECK ON T.O.GRADE IS EXECUTED OR NOT. THEY WERE SLEEPERS 10"CONCRETE WALL CREATED, EVOLVED, DEVELOPED AND WATERPROOF MEMBRANE SLOPED TO 2"RIGID FOAM; PRODUCED FOR THE SOLE USE ON AND DRAIN 2 FT.DEEP AROUND PERIMETER IN CONNECTION WITH THIS PROJECT FRAMING EXTERN o p' INTERIOR AND NONE OF THE ABOVE MAY BE 3-1/2'LSL WALL STUD af DISCLOSED OR GIVEN TO OR USED BY 2"RIGID FOAM FILL STUD CAVITY WITH ANY PERSON, FIRM OR CORPORATION � CLOSED CELL FOAM 7FOR ANY USE OR PURPOSE 2"AIR SPACE BETWEEN EXTERIOR WALL do INTERIOR PARTITION OR AS NOTED ON PLAN WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN 5/6•cm.BD. PERMISSION AND DIRECTION OF EVAN PARTITION TYPE 4B ON USE 5/8'CEMENT 80ARD ,•,' : . AKSELRAD - ARCHITECT-ENGINEER INSTEAD OF GYP.BOARD 6 DECK OVER INTERIOR SPACE 2A TYPICAL FOUNDATION WALL ISSUE (NOT USED) 1 11.29.2021 AMENDED BUILDING PLANS 2 3.24.22 Issued for Review 01 PARTITION TYPE AMENDED BUILDING 3 5.3.22 PLANS 4 5.19.22 AMENDED BUILDING PLANS EVAN AKSELRAD architect + engineer 860 UNITED NATIONS PLAZA NEW YORK, NY 10017 917.689.0301 (t) eakselrad@live.com 1025 West Cove Road Cutchogue, NY 11935 Sections and Details SEAL&SIGNATURE DATE: 11.23.21 PROJECT 0.: 21030 / ��� DRAWI0 BY: EA �. HECK Y: ZK f 602 OF $� REVISION REV. DESC Al REV. DATE REV. DESC DOORS HDW REMARKS NO. ROOM NAME TYPE FINISHED R.O. HAND FIN. SET WXH WXH n�aaoR,c J ao, MECHANICAL ROOM O RH PT. PASSAGE FIREPROOF SELF CLOSING 5 0• O 3'-0" x 7'-0" _ w ooz EXTERIOR DOOR O 3'-0" x 7'-0" RH LOCKSET EXTERIOR DOOR Sa,OW ��uE r� r a r-0• �m ACTIVE INACTNE � LEAD LEAF Ld 101 ENTRY DOOR O 3'-0" x 7'-0" RH LOCKSET EXTERIOR DOOR 1oz BASEMENT STAIR OA 3'-0" x 7'-0" LH PT. PASSAGE ,03 ENTRY CLOSET 0 2'-6" x 7'-0" LH PT. PASSAGE ,oa GARAGE DOOR O 3'-0" x 7'-0" LH PT. LOCKSET FIREPROOF SELF CLOSING GENERAL NOTE. INTEROR$I I CORE WOID INTERIOR WO DO DOUBLE DOORS VATH INTERIOR-D DOUBLE-ACTIN' INTERI-SOLIDCOREWOODOUSTDMPOCKET INTERKIR WOODU-ENPAR- INIERIDR III CORE METAL A ODOR-SWINGING B RECESSED PANEL (� Wpi VATH CIRCULAR GLASS PANEL D DOOR WITH RECESSED PANELS ALL DOOR E PROVIDE iOPAHOBOTTOMFLUSI F WOR-SWINGINO; 00 ,05 LAUNDRY ROOM O 3'-0" x 7'-0" RH PT. PASSAGE O AND IS PUSH PLATE O HARDWARE CONCEALED LOOKING NORM O BOLTS FIN INACTIVE LEF O D-RTYPE--FPSC 9 0O0 ALL DRAWINGS, SPECIFICATIONS, J ,os POWDER ROOM O 2'-6" x 7'-0" RH PT. PRIVACY co PLANS, IDEAS, CALCULATIONS, DETAILS, _cr_ STUDY O 2'-10" x 7'-0" RH PT. PRIVACY ARRANGEMENTS AND DESIGNS 106 BATHROOM O 2'-4" x 7'-0" RH PT. PRIVACY REPRESENTED OR REFERRED TO IN ,09 CLOSET O 3'-0" x 7'-0" RH PT. PASSAGE ,�. THIS DRAWING ARE THE PROPERTY OF „o BEDROOM EXTERIOR O (2) 2'-6" x 7'-0" LOCKSET EXTERIOR DOOR & OWNED BY EVAN AKSELRAD - ,,, DINING ROOM EXTERIOR 0 (2) 2'-6" x 7'-0" LOCKSET EXTERIOR DOOR ARCHITECT-ENGINEER. WHETHER THE „2 KITCH. DOOR EXTERIOR 0 3'—O" x 7'-0" RH LOCKSET EXTERIOR DOOR PROJECT FOR WHICH THEY ARE MADE zo, SUN ROOM EXTERIOR O (2) 2'-6" x 7'-0" LOCKSET EXTERIOR DOOR " 000 IS EXECUTED OR NOT. THEY WERE 202 BATHROOM 0 2'-6" x 7'-0" RH PT. PRIVACY CREATED, EVOLVED, DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND 203 CLOSET O (2) 2'-4" x 7'-0" PT. PASSAGE 2oa BEDROOM O 2'-10" IN CONNECTION WITH THIS PROJECT x 7'-0" RH PT. PRIVACY AND NONE OF THE ABOVE MAY BE 205 BEDROOM O 2'-10" x 7'-0" RH PT. PRIVACY DISCLOSED OR GIVEN TO OR USED BY O DOµOER WTI[if -M�PIEREWDO"GDUO-E O S�TM,AATF RED-Uft O E%TERIORINSULATED-OODOOR O -RIORIN-1-ATEDWOODDOOR O -RIORINSUUTEDWOODOARA'EDOORWl1l�•TEMPEREO 0 206 BEDROOM CLOSET 0 (2) 2'-3" x 7'-0" PAIR PT. G J K H111'TEMPERED GLASS PANEL L WT-TEMPEREDGLASSPANEL M GIASSMtLKIX SPANELSTRANSOMPANELABOVETOM H ANY PERSON, FIRM OR CORPORATION L 20= BATHROOM a 2'-6" x 7'-0" LH PT. PRIVACY FOR ANY USE OR PURPOSE 0 zoa LINEN CLOSET (� (2) 2'-6" x 7'-0" PAIR PT. 1. ALL INTERIOR DOORS TO BE SOLID CORE WOOD. WHATSOEVER INCLUDING ANY OTHER U) 2os BEDROOM O 2'-6" x 7'-0" RH PT. PRIVACY 2. ALL INTERIOR DOORS TO BE SIMPLE RECESSED PANEL AS SHOWN. PROJECT, EXCEPT UPON WRITTEN 3. ALL EXTERIOR DOORS BY MFG TBD. 2,4 CLOSET tea 3'-0" x 7'-0" RH PT. PASSAGE 4. ALL DOOR TRIMS ARE 4^ WIDE (U.O.N.). PERMISSION AND DIRECTION OF EVAN 5. ALL HARDWARE SHALL BE U.L. APPROVED. z„ BATHROOM 2'-6" x 7'-0" LH PT. PRIVACY 6. QUALITY AND FINISH OF HARDWARE TO BE DETERMINED BY OWNER. AKSELRAD — ARCHITECT—ENGINEER 7. G.C. SHALL PROVIDE HARDWARE SUBMITTALS AND VENDOR'S z1z EXTERIOR DOOR 0 2'-6" x 7'-0" LH LOCKSET EXTERIOR DOOR HARDWARE SCHEDULE FOR APPROVAL PRIOR TO PURCHASING AND INSTALLATION OF HARDWARE. 213 CLOSET O 2'-6" x 7'-0" LH PT. PASSAGE 8. KEYING SHALL BE PER OWNER. 9. INSTALL WEATHER STRIPPING ON ALL EXTERIOR WALLS ISSUE z,a BATHROOM 0 2'-6" x 7'-0" RH PT. PRIVACY 10. COORDINATE SWING DIRECTIONS W/PLANS & ELEVATIONS. 215 CLOSET O 2'-6" x 7'-0" RH PT. PASSAGE 11. ALL DOORS 1-3/8" THICK U.O.N. 12. 2-3/8" HARDWARE BACKSET STANDARD. U.O.N. 2,s CLOSET O 2'-6" x 7'-0" RH PT. PASSAGE 1 4.28.2022 Issued for Review 113 ENTRY GARAGE O 12'-0" WIDTH OVRHD INCLUDED OVERHEAD REMOTE OPERATED GARAGE DOOR 2 5.3.2022 Amended Building Plans j 3 5.19.2022 Amended Building Plans WINDOWS FL. NO. MODEL WIDTH(RO) HEIGHT(RO) GANGED OVERALL INTERIOR REMARKS WIDTH(RO) FINISH J ao1 3'-0" 4'-6" 3 (3)@3'—O"=9'—O" 10, 2'-6" 5'-6" EGRESS COMPLIANT ,oz 2'-6" 5'-6" 2 (2)@2'-6"=5'-0" EGRESS COMPLIANT ,03 2'-6" 5'-6" 2 (2)@2'-6"=5'—O" EGRESS COMPLIANT ,oa 3'-0" 5'-6" ,a5 3'-0" 5'-6" ,os 3'-0" 5'-6" 3'-0" 5'-6" 1oa 2'-6" 5'-6" 2 (2)@2'-6"=5'—O" 0 0 ,as 2'-6" 5'-6" 2 (2)@2'-6"=5'—O" ,10 3'-0" 5'-6" 2 (2)@3'-0"=6'—O" Lj- 3'-0" 5'-6" 2 (2)@3'—O"=6'—O" „z 3,-0" 5 —6'' 113 3'-0" 5'-6' ,14 3'-011 4'-6" EVAN AKSELRAD ,15 2'-6" 5'-6" architect + engineer ,1s 5'-6" 5'-6" O O O 2'-6" 5'-611 860 UNITED NATIONS PLAZA zo1 2'-6" 4'-6" EGRESS COMPLIANT NEW YORK, NY 10017 2oz 2'-6" 4'-6" 2 (2)@2'-6"=5'-0" EGRESS COMPLIANT 917.689.0301 (t) zoa 2'-6" 4'-6" 2 (2)@2'-6"=5'-0" EGRESS COMPLIANT eakselrad@live.com zoa 2'-6" 4'-6" EGRESS COMPLIANT o zo5 3'-0" 4'-6" EGRESS COMPLIANT 1025 West Cove Road 2os 2'-6" 4'-6" EGRESS COMPLIANT Cutchogue, NY 11935 o zoa 2'-6" 4'-6" 2 (2)@2'-6"=5'—O" EGRESS COMPLIANT U w cn 2os 5'-0" 1'-2" zos 2'-6" 4'-6" EGRESS COMPLIANT 210 3'-0" 4'-6" EGRESS COMPLIANT z1, 2,-6„ 4'-6„ 212 2'-6" 4'-6" 2,3 9'-6" 3'-0" SCHEDULES SEAL&SIGNATURE DATE: 11,23.21 Of PROJECT .: 21030 DRAWIN : EA HECK Y:I ZK 01 DOOR AND WINDOW SCHEDULE ` , , 70 OF # i REVISION 1 REV. DATE REV. DESC REV. DESC ACQ WOOD FRAMED ACQ WOOD FRAMED PLATFORM AND STEPS PLATFORM AND STEPS 2x12 STRINGERS 2x12 STRINGERS 16" x 7'-4" x 10" FOOTING 16" x 7'-4" x 10" FOOTING A GENERAL NOTE: ALL DRAWINGS, SPECIFICATIONS, E — — — — — PLANS, IDEAS, CALCULATIONS, DETAILS, _ w ARRANGEMENTS AND DESIGNS — — — — — I REPRESENTED OR REFERRED TO IN THIS DRAWING ARE THE PROPERTY OF & OWNED BY EVAN AKSELRAD — ARCHITECT—ENGINEER. WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAY BE 11-7/8" TJI 230 @16" oc (A) I ACQ WOOD FRAMED DISCLOSED OR GIVEN TO OR USED BY PLATFORM AND STEPS ANY PERSON, FIRM OR CORPORATION 2x12 STRINGERS FOR ANY USE OR PURPOSE FOOTING 3.5'x3.5'x1'-4" THICK 16" x 5'-4" x 10" FOOTING REINFO CE W/6#6 EA. WAY (TYP) WHATSOEVER INCLUDING ANY OTHER BEAM POCKET —+— —I I— 7I— —I PROJECT, EXCEPT UPON WRITTEN IN WALL 5-1/4" x 11 7/8" L (-11-7/8") PERMISSION AND DIRECTION OF EVAN D - _ AKSELRAD — ARCHITECT—ENGINEER TLIN WALL POCKET 7'-8" L 7'-8" 7'-8" 7'-8„ 7'-8" ISSUE 1 11.29.21 AMENDED BUILDING PLANS 2 4 8 22 AMENDED BUILDING PLANS 3 5.3.22 AMENDED BUILDING 11-7/8" TJI 360 016" oc (C) 11-7/8" TJI 560 @16" oc PLANS AMENDED BUILDING I a 4 5.19.22 PLANS FOOTING 3'x3'x1' THICK Y REINFORCE W/5#6 EA. WAY (TYP) C. BEAI�OCKE — IN WALL 5-1 4" x 11-7 8" LSL 6TYP -11-7 8" JOIST SPAN A I JOIST SPAN A BEAM POCKET B W%POCKET IN WALL t IN LL ALL 2X4, 2X6, 2X8 STUDS AND PLATES TO BE 1.3 LSL TIMBERSTRAND. C I 5-1/4" x 11-7/8" LSL (-11-7 8") ALL STEEL BEAMS AT WEST WALL TO HAVE 1-1/2" X 11-1/4" WOOD PLATES BOLTED TO STEEL TOP AND BOTT. O 4" DIA. STEEL PIPE TYPICAL STEEL COLUMN @10.79 #/FT. ON PL 1/2" x 8" x 8" U.O.N. ❑ WP DOWN 3-1/2" X 3-1/2" LSL 1.3E INTERIOR WALLS I JOIST WP DOWN 3-1/2� X 5-1/2" LSL 1.3E INTERIOR WALLS WP DOWN 5-1/2 X 5-1/2 LSL 1.3E EXTERIOR WALLS ® WP UP & DOWN ® WP UP EVAN AKSELRAD STUD BEARING WALL DOWN I (JOIST C A architect + engineer a t\ j r STUD BEARING WALL UP 860 UNITED NATIONS PLAZA u NEW YORK, NY 10017 WP RESOLVED AT HEADER I — �BF 917.689.0301 (t)- JOIST SPAN DIRECTION RAFTER SPAN DIRECTION — — — eakselrad@live.com LIMITS LIMITS CONCRETE AND 1025 West Cove Road MASONRY FRONT I I Cutchogue, NY 11935 — � PORCH � — A _ First Floor Framing and Foundation Plan SEAL&SIGNATURE 21 PROJECT .: 21030 Of DRAWI 0 B EA 1100 ZK 01 FOUNDATION PLAN AND FIRST FLOOR FRAMING OF ## REVISION REV. DESC Al REV. DATE REV. DESC GENERAL NOTE: ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CALCULATIONS, DETAILS, E — — — ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS DRAWING ARE THE PROPERTY OF & OWNED BY EVAN AKSELRAD - ARCHITECT-ENGINEER. WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR USED BY 11-7/8" TJI 230 ® 16" oc (A) ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF EVAN D — AKSELRAD - ARCHITECT-ENGINEER ISSUE 1 11.29.2021 AMENDED BUILDING PLANS 2 4 8 22 AMENDED BUILDING PLANS 3 5.3.22 AMENDED BUILDING PLANS 11-7/8" TJI 560 ® 16" oc (B) 4 5.19.22 AMENDED BUILDING PLANS C — BLOCK BETWEEN JOSTS BELOW BEARING WALL ABOVE — 3-1/2" x 11-7/8" LSL C (TYP LION) (-11-7/8") JOIST AN (A) O ALL 2X4, 2X6, 2X8 STUDS AND PLATES TO BE 1.3 LSL TIMBERSTRAND. W14x26 (-11-7/8") ALL STEEL BEAMS AT WEST WALL TO HAVE 1-1/2" X 11-1/4" WOOD — PLATES BOLTED TO STEEL TOP AND BOTT. O O 4" DIA. STEEL PIPE TYPICAL STEEL COLUMN @10.79 #/FT. ON PL 1/2" x 8" x 8" U.O.N. WP DOWN 3-1/2" X 3-1/2" LSL 1.3E INTERIOR WALLS WP DOWN 3-1/2" X 5-1/2" LSL 1.3E INTERIOR WALLS WP DOWN 5-1/2 X 5-1/2 LSL 1.3E EXTERIOR WALLS ® WP UP & DOWN EVAN AKSELRAD WP UP architect + engineer STUD BEARING WALL DOWN JOIST (A) JOIST A 860 UNITED NATIONS PLAZA n STUD BEARING WALL UP NEW YORK, NY 10017 u ❑ WP RESOLVED AT HEADER 917.689.0301 (t) u — — — — — eakselrad@live.com JOIST SPAN DIRECTION RAFTER SPAN DIRECTION 1025 West Cove Road LIMITS LIMITS Cutchogue, NY 11935 A (3) 1-3/4" x 11-7/8" MICRO=LAM Second Floor Framing SEAL&SIGNATURE DATE: 11.23.21 PROJECT`tV .: 21030 DRAWIN B EA ECK Y: ZK "% 10101 SECOND FLOOR FRAMING PLAN OF # REVISION REV. DESC Al REV. DATE REV. DESC GENERAL NOTE: ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CALCULATIONS, DETAILS, E — — — — — ARRANGEMENTS AND DESIGNS —I REPRESENTED OR REFERRED TO IN THIS DRAWING ARE THE PROPERTY OF & OWNED BY EVAN AKSELRAD - 2x12 ® 1s"oc 2x12 ® 16"oc ARCHITECT-ENGINEER. WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED AND (3) 2 x 12 SPLICED (3) 2 x 12 SIILI�ED PRODUCED FOR THE SOLE USE ON AND FOR ILL RIDGES AND HIPS FOR ALL RIDGES ANQ HIPS IN CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAY BE 2x1� 1s"oc I 2x12 1s"oc DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN D _ _ PERMISSION AND DIRECTION OF EVAN AKSELRAD - ARCHITECT-ENGINEER ISSUE 0PLANS 1 11.29.2021 AMENDED BUILDING 11-7/8" TJI 230 ® 16" oc 2 4 8 22 AMENDED BUILDING OF JOIST A PLANS 3 5.3.22 AMENDED BUILDING PLANS 4 5.19.22 AMENDED BUILDING PLANS in C` 5-1/4" x 11-7/8" LSL JOIST SPAN :u 5-1/4" x 11-7/8" LSL STAIR DOWq FROM 2ND FLOOR (NO TAIR TO ATTI ) ALL 2X4, 2X6, 2X8 STUDS AND PLATES TO BE 1.3 LSL TIMBERSTRAND. 5-1/4" x 11-7/8" LSL ALL STEEL BEAMS AT WEST WALL TO HAVE 1-1/2" X 11-1/4" WOOD PLATES BOLTED TO STEEL TOP AND BOTT. 3-1/2" x 11-7/8" LSL O 4" DIA. STEEL PIPE TYPICAL STEEL COLUMN 010.79 #/FT. (TYP LION) (-11-7/8") ON PL 1/2" x 8" x 8" U.O.N. El WP DOWN 3-1/2" X 3-1/2" LSL 1.3E INTERIOR WALLS WP DOWN 3-1/2" X 5-1/2� LSL 1.3E INTERIOR WALLS WP DOWN 5-1/2 X 5-1/2 LSL 1.3E EXTERIOR WALLS ® WP UP & DOWN EVAN AKSELRAD ® WP UP JOIST A JOIST A STUD BEARING WALL DOWN architect + engineer n 860 UNITED NATIONS PLAZA STUD BEARING WALL UP NEW YORK, NY 10017 u 0 WP RESOLVED AT HEADER 917.689.0301 (t) B — — eakselrad@live.com JOIST SPAN DIRECTION RAFTER SPAN DIRECTION 1025 West Cove Road LIMITS LIMITS Cutchogue, NY 11935 A Attic and Low Roof Framing SEAL&SIGNATUREnATP 11.23.21 PROJECT,&:).: 21030 �+ DRAWI 'B : EA HECK Y: ZK Ok 1% 01 LOW ROOF & ATTIC FLOOR FRAMING ' ' �` 102 of I s REVISION Al REV. DATE REV. DESC REV. DESC GENERAL NOTE: ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CALCULATIONS, DETAILS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS DRAWING ARE THE PROPERTY OF & OWNED BY EVAN AKSELRAD - ARCHITECT-ENGINEER. WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE D WHATSOEVER INCLUDING ANY OTHER - - - - - - - - - - - - - - - - - - - - - - - PROJECT, EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF EVAN AKSELRAD - ARCHITECT-ENGINEER ISSUE 1 11.29.2021 AMENDED BUILDING PLANS 202 ® 16"oc 2 4 8 22 AMENDED BUILDING PLANS 3 5.3.22 AMENDED BUILDING PLANS 4 5.19.22 AMENDED BUILDING PLANS I ) 2X12 ® 16"oc 2x12 ® 16"oc • (3) 2 x 12 SPLICED FOR ALL RIDGES AND HIPS ALL 2X4, 2X6, 2X8 STUDS AND PLATES TO BE 1.3 LSL TIMBERSTRAND. ALL STEEL BEAMS AT WEST WALL TO HAVE 1-1/2" X 11-1/4" WOOD PLATES BOLTED TO STEEL TOP AND BOTT. Q 4" DIA. STEEL PIPE TYPICAL STEEL COLUMN @10.79 #/FT. ON PL 1/2" x 8" x 8" U.O.N. WP DOWN 3-1/2" X 3-1/2" LSL 1.3E INTERIOR WALLS WP DOWN 3-1/2;; X 5-1/2" LSL 1.3E INTERIOR WALLS 2x12 @ 16"oc WP DOWN 5-1/2 X 5-1/2 LSL 1.3E EXTERIOR WALLS > I 202 @ 16'oc ® WP UP & DOWN WP UP I u STUD BEARING WALL DOWN EVAN AKSELRAD 2X12 ® 16"oc 2x12 @ 16"oc n STUD BEARING WALL UP architect + engineer 860 UNITED NATIONS PLAZA �❑ WP RESOLVED AT HEADER I NEW YORK, NY 10017 JOIST SPAN DIRECTION RAFTER SPAN DIRECTION F-- 917.689.0301 (t) /202 © 16"oc eakselrad@live.com LIMITS LIMITS 1025 West Cove Road Cutchogue, NY 11935 A)- Roof Framing SEAL&SIGNATURE 11.23.21 PROJECT O.: 21030 DRAWI E : EA * HECK Y: ZK • it F 103 01 ROOF FRAMING OF ## I REVISION REV. DESC Al REV. DATE REV. DESC 14 BAR 012' oc AT TOP OF STAIR SLAB. PROVIDE 1" CL #4 NOSING BAR AT EACH COLUMN (SEE PLAN) ON BASE SLOPE DN STEP PLATE 1/2'X8X8 (UON) ON 0 1-1/2' NON SHRINK GROUT a'• '': .. ;..r.: ;...•• 3/4" DIA. A307 ANCHOR :.4• °. ,` °. ` .°• BOLT , �, a •• . .� d•. •• ° ... #4 BAR ®8" oc AT • .. °•:= .: ' BOTTOM Of STAIR t #6 REBAR 0 6' oc SLAB. PROVIDE 3" CL '; .. :,,� �j °% EACH WAY(UON) •. .. : °'t' '..i,...,. : 4. AT FOOTING ONLY AT ' EXTERIOR WALLS "• '`:.` 3 CONCRETE COVER OVER REBAR UNDISTURBED SOIL ICAL AT ALL FOOTINGS AND GENERAL NOTE: L x B" CONCRETE IN CONTACT WITH THE EARTH ALL DRAWINGS, SPECIFICATIONS, 1. SEE PLANS FOR FOOTING SIZE AND BASE PLATE SIZE PLANS, IDEAS, CALCULATIONS, DETAILS, s ° SECTION AT STEEL POST ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS DRAWING ARE THE PROPERTY OF & OWNED BY EVAN AKSELRAD — :�' p '• ARCHITECT—ENGINEER. WHETHER THE I! PROJECT FOR WHICH THEY ARE MADE • ••:4.'•,•::.,: Dili TOP OF N TJI IS EXECUTED OR NOT. THEY WERE FOUNDATION WALL CREATED, EVOLVED, DEVELOPED AND _ _ PRODUCED FOR THE SOLE USE ON AND CONCRETE STAR AT FRONT PORCH IN CONNECTION WITH THIS PROJECT • AND NONE OF THE ABOVE MAY BE •: DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATION SILL PL ATTACHED WITH 1/2' DIA. AB 'r. ' ..e FOR ANY USE OR PURPOSE AT 4'-0" oc (TYP) #4 BARS ®16' oc WHATSOEVER INCLUDING ANY OTHER — EACH WAY :.: PROJECT EXCEPT UPON WRITTEN 6' CONCRETE SLAB 02 FOUNDATION DETAILS 3/4"=1 '-0" .:� y` REINFORCE WITH wwf PERMISSION AND DIRECTION OF EVAN 'y • AKSELRAD — ARCHITECT—ENGINEER t•' 4 •• .i:. �• a�,','•• (3) 16 BARS ISSUE 2X4 KEY(TYP) :i r�.•., — ,i1 (3) M=L ENGINEERED «' AMENDED BUILDING LUMBER HEADERS TYPICAL 1 CONCRETE COVER OVER 1 11.29.2021 3' PLANS REBAR TYPICAL AT ALL FOOTINGS AND CONCRETE l 2'_p• IN CONTACT WITH THE EARTH 2 4 8 22 AMENDED BUILDING I�I PLANS '! AMENDED BUILDING SECTION AT FOUNDATION WALL 3 5.3.22 PLANS 4 5.19.22 AMENDED BUILDING PLANS w (3) M=L ENGINEERED i �' + •� ' LUMBER HEADERS TYPICAL • e. i•. III u �,I TOP OF FOUNDATION WALL l 'I16I F BARS hII� r i •:; e ' P • I S D BARS ' HEADER DETAIL a• �. Je 03 FOUNDATION DETAILS 3/4"=1 '-0" °' ... . . • 4 •y' •A A.. •` EVAN AKSELRAD e.• • 2X4 KEY hi ar c tect engineer °. . j 5/4'ACQ OECJONC C • B ►•, a 4 860 UNITED NATIONS PLAZA E BARS ::• 4: : NEW YORK, NY 10017 F BARS (z)2AG IW S,PoNGERS 917.689.0301 (t) i eakseirad@iive.com ` , DOWN °:" '1' :.j. ••�. .Y '.°:• 'a • ' 1025 West Cove Road • �• :"� �.:,:•,; ' ',- � . . ..r. .:Y•..r.• CutChOgUe, NY 11935 3'CLEAR CONCRETE COVER OVER REBAR TYPICAL Ir pAMM sallonBE I Al ALL FOOTINGS AND CONCRETE IN CONTACT WITH THE EARTH A i:• RETAINING WALL SCHEDULE a DIMENSION REINFORCING •- H W A B C D E F �'. 4; .<:�•.•.�.< 3'-5" 10' 3'-10" 1'-0" 2'-0' #4®16' #4®18' #4®9" Structural Details 5'-8" 1'-0" 5'-4' 1'-4" 3'-0" #4 09' #4 018' #5 013" 8'-11" 1-3" 7'-1" 1'-8" 4'-2' #4 0 7" #4®12' 15 ®13' STAI R DETAIL RETAINING WALL AND SCHEDULE SEAL&SIGNATURE DATE: 11.23.21 PROJECT .: 21030 • DRAWI q6 BY: EA * HECK Y: ZK 04 FOUNDATION DETAILS 3/4"=1 '-0" 01 FOUNDATION DETAILS 3/4"=1 '-0" 104 ►,� ' Y OF #