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HomeMy WebLinkAbout48460-Z �o��SUEEOy Town of Southold 3/30/2024 0 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45082 Date: 3/30/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 4832 Youngs Ave., Southold SCTM#: 473889 Sec/Block/Lot: 55.-2-8.15 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/7/2022 pursuant to which Building Permit No. 48460 dated 11/4/2022 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 porch. rear raised patio, rear second floor deck and attached garage as applied for. The certificate is issued to Nuzzi,Christopher&Sandra of the aforesaid building. SUFFOLK COUNTY-DEPARTMENT OF HEALTH APPROVAL R-21-1466 2/29/2024 ELECTRICAL CERTIFICATE NO. 48460 3/14/2024 PLUMBERS CERTIFICATION DATED 3/2/2024 Br ce ubbard ,, Au or e S nature ��o�SUFFo%'c TOWN OF SOUTHOLD s BUILDING DEPARTMENT y TOWN CLERK'S OFFICE "may • 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#: 48460 Date: 11/4/2022 Permission is hereby granted to: Nuzzi, Christopher 60 Lilac Rd Westhampton Beach, NY 11978 To: Construct a single family dwelling as applied for per SCHD approvals. At premises located at: 4832 Youngs Ave., Southold SCTM # 473889 Sec/Block/Lot# 55.-2-8.15 Pursuant to application dated 9/7/2022 and approved by the Building Inspector. To expire on 5/5/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,274.80 CO-NEW DWELLING $50.00 Total: $3,324.80 Building Inspector o��OF SO!/r�Ql � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlina-town.south old.ny.us Southold,NY 1 1 97 1-0959 Q OOUNrI$ BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Christopher Nuzzi Address: 4832 Youngs Ave city:Southold st: NY. zip: 11971 Building Permit#: 48460 Section: 55 Block: 2 Lot: 8.15 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Atlas Electric License No: 60575ME 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 106 Ceiling Fixtures Bath Exhaust Fan 8 Service 3 ph Hot Water GaSX2 GFCI Recpt Wall Fixtures 12 Smoke Detectors 6 Main Panel 150X2 A/C Condenser 4 Single Recpt Recessed Fixtures 182 CO2 Detectors Sub Panel A/C Blower 4 Range Recpt Gas Ceiling Fan 10 Combo Smoke/CO 7 Transfer Switch 300A UC Lights 10' Dryer Recpt X2 Emergency Strobe Heat Detectors 1 Disconnect 4 Switches 106 4'LED Exit Fixtures Sump Pump 1 Other Equipment: Gas Dryer, 30A Dryer, Fridge, Mini Fridge, DW, Oven, Micro Notes: Two Story Finished w/ Basement Inspector Signature: Date: March 14, 2024 S.Devlin-Cert Electrical Compliance Form o`ASUFFoL,��oG Town Hall Annex �� y Telephone(631)765-1802 54375 Main Road o P.O.Box 1179 CA Southold, NY 11971-0959 11-0 • BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. Owner: Ctk(5 S&VY'A f. (Please print) Plumber: 804cG llhbb r4!J (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. A&'e14AV (Plumbers Signature) Sworn to before me this 0� day of MU(kl 20 o?14 - Dayline Cintron ' NOTARY PUBLIC,STATE OF NEW YORK Registration No.01 C16442786 Qualified in Suffolk County Commission Expires 10/17/2026 Notary Public, S County 1 oesouryolo TOWN OF SOUTHOLD BUILDING DEPT. �0 • �O `ycnu 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATIOWCAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRI AL (FINAL) [ ] CODE VIOLATION [ ] PRE C [ ] RENTAL REMARKS: SAW / t DATE INSPECTOR Lit qlqtw, vl" �o�aOF SOUIyo� # * TOWN OF SOUTHOLD BUILDING DEPT. 10ou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [Yf ROUGH PLBG. Lam( [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION f ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR OE SOGTho� # # TOWN OF SOUTHOLD BUILDING DEPT. courm '�o 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: 309A4 (Vl s o TV-14m DATE INSPECTOR _ l OF 50UTy0� - � 14 i Y a v # # TOWN OF SOUTHOLD BUILDING DEPT. �y�OUrm 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: �-� OJ IZ DATE /�31NSPECTOR SOUTyolo TOWN OF SOUTHOLD BUILDING DEPT. °ycouto, 631-765-1802 INSPEC � ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION I�[ ] PRE C/O [ ] RENTAL REMARKS N)WV qk -wil" DATE INSPECTOR 44 / • 6611 �_ pFSOUTho� ' * * TOWN OF SOUTHOLD BUILDING DEPT. °ycourm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH 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 REM AR S: 4�j vw G� AA, 1/ 5 • DATE O INSPECTO hO�aOE SOUTyO� _ * # TOWN OF SOUTHOLD BUILDING DEPT. courm 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ rSLATIOWCAULKING U FRAMING /STRAPPING [ NAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ PRE, CC//O [ RENTAL REMARK : 9AAVCC-,,- C,�, 64- &�A� -� �-ku4u�- u,4 �eovL PL Wo DATE YIIIAJ INSPECTOR l �Y ® 2- ✓ ho�apF SOUTyo� TOWN-OF SOUTHOLD BUILDING DEPT. °,ouffn,� 631-765-1802 INSPECTION ' [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING ' [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: &Zl ligtar h-zv�k;4 7 e� Ar- a s �qg trh 4a, 14 DATE INSPECTOR OF SOUIyO� --- ---- # # TOWN OF SOUTHOLD BUILDING DEPT. • .ao cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ FJNAL ivo [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Of 1,4v DATE �J INSPECTOR ZT CA D JAI d 3 ?,023 www.ZTCArchitecture.com '8OYl1AtOFi�EPT SOUTHOLD Re: Permit#48460 located at 4832 Youngs Ave.,Southold To whom it may concern: I,Zachary T.Clanahan,have conducted diligent observation and reviewed the structural design.To the best of my knowledge,belief,and professional opinion,I have come to the conclusion that the installed reinforced concrete footings and foundation walls are in compliance with the proposed engineering design. Sincerely, Zachary T. Clanahan R.A. �p ARCy� 9 Giro 9 U 'k C o35d� gs q FOFN� Zachary T. Clanahan Architect, PLLC PO box 1253,Southampton NY 11969 [E]zac@ZTCArchitecture.com [T]631-379-8435 1 Q I ) ON fill I ' r )° t oz 03 Ole N, is t 20 I 1 20 130 t —ji E8 rQ D Mr OP4075 1 RTISSEMENT DANGER PELIGRO rf apparel)ev.. .; el venhe par Square D a des HAZARD OF ELECTRIC SHOCK,EXPLOSION,OR ARC FLASH PELIGRO DE DESCARGA E CTRICA,EXPLOS N 0 DESTELLO POR ARC •eaux de rendenirnf supeneurS aux normes de *Apply appropriate personal protective equipment(PPE)and follow sale electrical •Ul hce equ po de prolecaon penoral IEPPI aprop:adu y sqa las pracuws de se9urC� work practices.See NFPA 70E eleclnca e51a01eadaS por su Companla(consult:to nalma NFPA TCE) nderwrders Laboratories(UL)el de I'association 0 This equipment must only be installed and serviced by qualified electrical :S amen a et parso to cw'po espeuahtado dehera mstaW y prestar service de ladienne de norma6sallon(CSA).L'utitisabon de ppersonnel. me5iene m ce e a ewp egwpo. oncleurs autres qua Square D nsque d'aflecter Is :Tu rn off all power supplying this equipment before working on or inside ODe n1pre ice el egwpo antes date for d tense n o vap n el. aS�empre cL6ce un O�spositvo detector de lers�6n do valor nertunat adeaallo pare a uric§de I'ublisafour el la fiabdde du materiel. equipment. are D re)elta lout:responsabilile pour foul :Always use a proper) ratod voltage sensing device to confirm power is off. la*Antes a ner9t on del egwpo mega,blessure le mauvais bone pour went :Replace all devices,doors and covers before fuming on power to Ines Irentese energitar el egwpo,vuelva a Cokxer todos los lLsppasnos.lea pt�Mas Y v Itant de l'ubllsatfon ou de la defailtance de equipment. ncfeurs autres Quo Square D. Failure to follow time instructions will result In death or serious Injury. El Ir cumDlimisnto ds etas prscwcbnn Pods causer la mwrls°ma 's' / I 9 2 7 .f5 �3 21 19 17 i 5 13 1 11 � 5 3 NEW YORK .° ®�" BUILDING K �'•' TC C H N 0 L 0 GY GNOUV Affidavit Of 2020 NYECCC Compliance Date: 3/15/2024 Inspection Address: 4832 Youngs Avenue-Southold, NY 11971 This is to Certify that on 3/15/2024 the above address has been tested in accordance with the provisions of the 2020 ECCC of New York State Building Standards and Codes: 402.4.1.2 Building Envelope Tightness: (Blower Door) Building infiltration rate has been tested in accordance with RESNET/ICC 380 and meets the minimum standard of: 3ACH50 Conditioned Floor Area: 4772 1 Blower Door Test Result: 1459.8 Conditioned Volume: 1 62524 1 Leakage in ACH50: 1.40 402.4.1.2 2020 ECCC Compliance: I PASS 403.2.2 Duct Sealing: (Duct Blaster Test)The Building duct and plenum system has been tested by rough-in test in accordance with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE 152,and meets the minimum requirement of:<4 cfm25pa per 100 Ft2 of conditioned floor area. System 1: UnconB Leakage CFM@25: 87 Supply R-value: 8 Return R-value 8 System 2: Bsmt Leakage CFM@25: Exempt Supply R-value: 8 Return R-value 8 System 3: S.Attic Leakage CFM@25: Exempt Supply R-value: 8 Return R-value 4.2 Total Combined Leakage: 87 CFM@25 Leakage Limit: I 190.88 JCFM@25 EXCEPTION-All ductwork and air handler is located within the building thermal envelope 403.3.3 2 2020 ECCC Compliance: PASS Mechanical Ventilation: As Tested: 1 108 Required: 1 100 IM1507 Compliance Pass Combustion Safety Testing: See Attached Report Ins-ulation and Thermal Bypass: PASS HERS QA Provider: Signature of Certified RESNET HERS Rater: Performance Systems Development 124 Brindley Street,Ithaca NY 14850 Provider ID#:1998-072 ol06 Baccarella Certification #3587347 607-277-6240 Notice of independent Status.As per the requirements the 2020 Building Code of NYS, New York Building Technology Group Inc.and/or it's Inspectors(Raters)are not and shall not be owned,controlled by,or have shared financial interest with the owner of the project,the General Contractor,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that as independent third party Inspectors(Raters), New York Building Technology Group Inc.and its employees shall avoid conflicts of interest with regard to its professional activities. 159 Route 25A, Bldg 1 Suite B, Miller Place, NY 11764 Telephone: 631495 0289 Fax: 631 509 4538 Email: NYBTGTB@gmail.com Envelope Leakage Test Testing Company: Technician: Name: New York Building Technology Group Name: Netaniah Kingston Address: 159 Rt 25a Credentials: RFIN XSQIV5 West Bldg Suite B Email: netaniah@nybtg.com Miller Place, NY 11764 Phone: 6314950289 www.nybtg.com Building Information: Customer Information: Project ID: 4832 Youngs Ave Name: Address: 4832 Youngs Avenue Address: Southold, New York 11971 Geo-Tag Data: Latitude:41.078305 Longitude:-72.432322 Ti mesta m p: 2024-03-1511:16:41 Measured Leakage: 1.40 ACH50 Leakage Target: 3.00 ACH50 Compliance with Leakage Target: Pass Test ID: Multipoint Purpose of Test: IECC 12/15 Env. Leakage Measured CFM50: 1,459.8 (+/-2.5%) Effective Leakage Area: 86.8 in2 Building Volume: 62,524.0 ft3 Enclosure Surface Area: 0.0 ft2 Coefficient(C): 129.7 (+/- 18.2%) Exponent(n): 0.619 (+/-0.050) Correlation Coefficient: 0.99674 Test Standard: ASTM E779 (single mode) Test Mode: Depressurize Test Characteristics: Pre Indoor Temp: 61 OF Post Indoor Temp: 61 OF Pre Outdoor Temp: 56 OF Post Outdoor Temp: 56 OF Altitude: 0.0 ft Time Average Period: 10 seconds Test Date and Time: 2024-03-1511:18:53 2000 — Depressurize w c 1 v s 3 co 900ca . - ca 800- ..... tea... J 700 ) 600 500 400 - - - - i 300 .. ....' s _.._. 4 5 6 7 8 91 U 20 40 40 50 60 70 Building Pressure(Pa) Envelope Leakage Test Test Readings: Target (Pa). Bldg-(Ea) Adj Bldg(Pa) Fan (Pa), Flow (cfm). Config Baseline 0.7 -60.0 -59.0 -59.5 -82.4 1,633.3 Ring A -54.0 -54.6 -55.1 -74.3 1,552.8 Ring A -48.0 -47.6 -48.1 -62.2 1,424.5 Ring A -42.0 -42.6 -43.1 -55.2 1,343.2 Ring A -36.0 -36.5 -37.0 -48.3 1,258.2 Ring A -30.0 -30.7 -31.2 -38.3 1,123.4 Ring A -24.0 -23.2 -23.7 -27.3 952.7 Ring A -18.0 -17.5 -18.0 -163.6 758.4 Ring B Baseline 0.3 Test Equipment: Flow Device: Model 3 110V Fan Pressure Gauge: DG1000 Serial #: 6102 Calibration Date: 2020-07-27 Deviations from Standard: • None Comments: None Report by TEC Auto Test 1.9.5 (6),© 2023 The Energy Conservatory, Inc. Page 2 of 2 Pro Seal Insulation LLC. 1612 Locust Ave. Unit-E Bohemia NY, 11716. MAR 2 6 2024 (631)455-5007 O TVU Prosealinsudd-)gmail.com Un,-)IN U vz�r x,.4 F Affidavit of Installed Value Customer: Job Address: Chris Nuzzi 4832 Youngs Ave. Cell: 631-875-3108 Southold, NY 10971 Email: chrisnuzzi@yahoo.com Description Job 1)Attic slopes* 10" open-cell foam insulation. (R-38 value) 2)Attic slopes* DC-315 for fireproofing. 8ffieAd­r- bc- $,S 3) Cathedral ceiling* 5.5" closed-cell foam insulation (R-38 value) 4) 1 st and 2nd floor outside walls*Air seal and R-21 Kf Batt insulation 5) Garage ceiling* 10" open-cell foam insulation (R-38 value) 6) Basement walls and seal plate*2" closed-cell foam insulation (R-1 5 value) 7) Fire block in electric cables by code and window foam in doors and windows. Material Listed Below: I hereby certify that Pro Seal Insulation LLC. I installed the following product. (UPBSI CC- HFO) Medium Density Closed-Cell Foam Insulation (UPBSI OC 500) Light Density Open-cell foam insulation. (DC315 INTUMESCENT COATING) for fireproofing Orlando Ramirez Ortiz President Pro Seal Insulation LLC. ` ' / ,- r DHIGA NH H 2 UPBS _ l 10 Ho THERMAL INSULATION AND AIR BARRIER ESR-833 PRODUCT DESCRIPTION PRODUCT DATA UPBSI CC-HFO is a two-component, one-to-one by volume spray-applied polyurethane foam. UPBSI CC-HFO is a medium density spray foam designed to provide good thermal performance and a signifi cant controller of air infl filtration in an air barrier assembly. UPBSI HFO is low GWP and zero ODP. PROPERTY •■ VALUE R-VALUE 9 1" ASTM C 518 7.5 R-VALUE 9 3.5" ASTM C 518 24 CORE DENSITY ASTM D 1622 1.8-2.1 pcf OPEN-CELL CONTENT ASTM D 6226 <5% DIMENSIONAL STABILITY ASTM D 2126 <7.66% TENSILE STRENGTH ASTM D 1623 46.9 Ib/inA2 COMPRESSIVE STRENGTH ASTM D 1621 32.2 psi AIR PERMEANCE ASTM E 2178 <0.02 SURFACE BURNING CHARACTERISITCS ASTM E 84 Class-1 VISCOSITY-ISO AT 77F(CPS) 200 VISCOSITY-RESIN AT 77F 600-800 BURN CHARACTERISTICS PROPERTY •. VALUE FLAME SPREAD INDEX ASTM E 84 <25 SMOKE DEVELOPMENT ASTM E 84 <450 IGNITION BARRIER ACC377X Complies with the applicable requirements of AC377 Appendix X for use in attics and crawl spaces without a prescriptive ignition barrier www.UPBSI.com-833-USA-FOAM-HFO CC 2.0 i I � --� OHICA OH UPBOR - l N• ��. NH H 0 = A TEMPERATURE GRADES REACTIVITES AVAILABLE AMBIENT TEMPERATURE SUMMER+ > 95°F SUMMER 70°F-95°F REGULAR 50°F-70°F WINTER 30°F- 50°F POLAR 20°F- 35°F APPLICATION PARAMETERS • • . • • 60°-90° 15°- 120' • • 1 5°- 120' • • • • • : Less than 195% • • Not to exceed 3.5" EQUIPMENT SETTINGS PRE-HE•TER: -A- COMPONENT - IS• 1 k- * 30' • COMPONENT 1 30 • 1 10°- 130° FLUID •• =RW_ ';400Psi MIXING • • • 1:1 by Volume •MMENDED 10-1 5 lbs./minute(i.e. 01-Graco AR4242) REC MIX CHAMBER SIZE STORAGE 6 Months *The values represented in the Equipment Settings chart provides initial optimum settings.Actual operating ranges will vary as ambient air humidity,moisture,and substrate temperatures vary.Extreme conditions will affect the yield,adhesion and cured physical properties of the foam.Applicator must make adjustments as conditions vary. Disclaimer.The data herein is to assist customers who desire to use our products to determine if the products are safe and suitable for their applications.The data presented herein is not intended for use by non-professional applicators,or those persons who do not purchase or utilize this product in the normal course of their business.Customers further assume full responsibility for quality control,testing and determining whether the products are suitable for each individual application.To the best of UPBSI's knowledge,all technical data contained herein is true and accurate as of the date of issuance and subject to change without prior notice.NO WARRANTIES OFANY KIND,EITHER EXPRESSED OR IMPLIED,INCLUDING WARRANTIES OR MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE,ARE MADE REGARDING PRODUCTS DESCRIBED OR DESIGNS,DATA OR INFORMATION SET FORTH,OR THAT THE PRODUCTS,DESIGNS,DATA OR INFORMATION MAY BE SUED WITHOUTINFRINGING THE INTELLECTUAL PROPERTY RIGHTS OF OTHERS.IN NO CASE SHALL THE DESCRIPTIONS, INFORMATION,DATA OR DESIGNS PROVIDED BE CONSIDERED A PART OF UPBSI POLYMER'S TERMS AND CONDITIONS OF SALE. www.UPBSI.com-833-USA-FOAM-HFO CC 2.0 `a�RSAL Pp�YM UPBSI • . MadeEasy SGLt1�GN`�` THERMAL INSULATION AND AIR BARRIER ESR-699 PRODUCT DESCRIPTION UPBSI OC is a two-component, 1-1 ratio by volume spray-applied polyurethane foam. UPBSI OC 500 is a high-yield, low-density, no-mix, spray-applied insulation foam,which contains zero ozone-depleting blowing agents and is designed to provide good thermal performance and a significant control of air infiltration of an air-barrier assembly.UPBSI OC 500 is 100%water blown and fully EPA compliant. PRODUCT DATA PROPERTY TEST METHOD VALUE R-VALUE @ 1" ASTM C 518 4.1 R-VALUE @ 4" ASTM C 518 17 CORE DENSITY ASTM D 1622 0.5 pcf OPEN-CELL CONTENT ASTM D 6226 >90% DIMENSIONAL STABILITY ASTM D 2126 <9.3% TENSILE STRENGTH ASTM D 1623 4.5 psi AIR PERMEANCE ASTM E2178 <0.02 SOUND TRANSMISSION CLASS ASTM E 90 38 NOISE REDUCTION COEFFICENT ASTM C 423 0.55 SURFACE BURNING CHARACTERISITCS ASTM E84 Class-1 RE-ENTRY PERIOD 2-Hours RE-OCCUPANCY PERIOD 6-Hours VISCOSITY-ISO AT77F(CPS) 200 VISCOSITY-RESIN AT 77F(CPS) 320 BURN CHARACTERISTICS METHODPROPERTY TEST VALUE FLAME SPREAD INDEX ASTM E 84 <25 SMOKE DEVELOPMENT ASTM E 84 4450 IGNITION BARRIER AC3"X TYPE WFT WALL CEILING APPLICATION RATE DC315 4 MIL MIN 8 INCH MAX 14 INCH MAX .25 GAL1100 SQ Fr F5-IB 6 MIL MIN 10 INCH MAX 15 INCH MAX .38 GAU100 SQ Fr UPBSI-Open Cell 500-TDS UPBS11-s,p y Foam Made, Easy r THERMAL BARRIER NFPA286 TYPE WFT WALL CEILING APPLICATION RATE DC315 1S MIL MIN 10 INCH MAX 121NCH MAX 1.1 GAL/100 SO FT UNVENTED ATTIC ASSEMBLIES CCRR 0354 LOCATION ROOF DECK 18" 3" A7TIC WALL 18" 3" "Consult with Creative Polymer Solutions Technical Department for Unvented Attic Guide drawings and specifications. APPLICATION PARAMETERS .- 60°-90° 40"—120° 40°—120° Less than 19% Not to exceed 6" EQUIPMENT SETTINGS -■ . 120°—140° ■ •■ 120'—140° 120°—140' ■ -• ■ 1100—1400 psi • . 1:1 by Volume • ■ • 10-15 Ibs./minute(i.e.01-Graco AR4242) .• 6 Months Disclaimer.The data herein is to assist customers who desire to use ourproducts to determine if the products are safe and suitable for their applications.The data presented herein is not intended for use by non-professional applicators,orthose persons who do not purchase or utilize this product in the normal course of their business.Customers further assume full responsibility forquality control,testing and determining whether the products are suitable for each individual application.To the bestof Creative Polymers knowledge,all technical data contained herein is true and accurate as of the date of issuance and subjectto change without prior notice.NO WARRANTIES OFANYKIND,EITHER EXPRESSED OR IMPLIED,INCLUDING WARRANTIES OR MERCHANTABILIIYOR FITNESS FORA PARTICULAR PURPOSE,ARE MADE REGARDING PRODUCTS DESCRIBED OR DESIGNS,DATA OR INFORMATION SEFFORTH. OR T14ATTHE PRODUCTS.DESIGNS,DATA OR INFORMATION MAY BE SUED WITHOUT INFRINGING THE INTELLECTUAL PROPERTY RIGHTS OF OTHERS.IN NO CASE SHALL THE DESCRIPTIONS,INFORMATION,DATA OR DESIGNS PROVIDED BE CONSIDERED APART OF CREATIVE POLYMER'S TERMS AND CONDITIONS OF SALE 2 UPBSI-Open Cell 500-TDS D �C315 Intumescent Coating Description DC315 is a single component,water based intumescent coating tested to meet Building Code requirements for the fire protection of for Spray Polyurethane Foam(SPF).Tested and evaluated in the USA by UL and ICC-ES, and in Canada by ULC and CCMC. ------ DC315 is fully AC456 Compliant and satisfies the International" Building Code(IBC), International Residential Code(IRC), National Building Code of Canada(NBCC)and many other National and International building codes. DC315 offers more tested systems to meet interior thermal and igniiion barrier requirements AND DC315 has been tested as a -�-• component of exterior wall systems in accordance with the NFPA Be 285 and meets IBC Section 2603.5 with various architectural cladding options. The Choice is clear, DC315 is the most tested and approved fire + protective coating for SPF insulation on the market today! DC316 Tested Solutions for Spray Polyurethane Foam •More certified full scale alternative Thermal and Specifications: Ignition Barrier tests over SPF Finish: Flat •Code Compliance Evaluated by IAPMO ER499 and Color: Ice Gray.White and Charcoal Black ICC-ESR 3702 for the USA market 10.3 g/I TVOC •Code Compliance Evaluated by CCMC#14036-R and V.O.C.: 18.6 /l VOC Less Water ULC ER39793 for the Canadian market g •NFPA 285 Tested and Listed by UL File R40016 as a Volume Solids: 67% component of exterior wall systems with various Drying Time: To Touch:1-2 hours architectural claddings at 77'F& 50% RH recoat:4 to 8 hours •DC315 manufacturing facilities are 3rd party Listed and Inspected Type of Cure: Coalescence -Tested useful life,fire performance not compromised Flash Point: None after 50 years. Reducer/Cleaner: Water -Topcoat for color,weather and moisture protection, Shelf Life: 18-24 months(unopened) tested full scale via NFPA 286 -ANSI 51 testing for incidental food contact Packaging: 5-&55-gallon containers .Passed CA-1350-qualifies DC315 as a low-emitting 5-gallon pail-58 lbs. material for LEEDS and Green Building standards Shipping weight: 55-gallon drum-640 lhs. •Passed strict EPA—VOC and AQMD air emission requirements Application: Brush,roller,airless spray •No formaldehyde, RoHS • Single Coat Coverage on walls and ceilings QAI Listed: File B1117 •Meets Life Safety Code NFPA 101 1 Q 9� Ill ccMc oCo.S E14036-R VALUATION NFPA©1„ �+-� r r *FOR USA ONLY-View our online Testing Matrix for a complete list of all foams DC316 has been tested and approved with as Thermal or Ignition barriers. International Building Code Fire Performance Requirements for SPF: The International Building Code(IBC) mandates that SPF be separated from the interior of the building by a 15-minute thermal barrier, or other approved covering. DC315 passed certified NFPA 286 testing over all major brands and types of open and closed cell spray applied polyurethane foams. This finished assembly testing, conducted by IAS certified testing facilities, complies with the requirements of 2012 IBC Section 803.1.2 and Section 2603.10., 2015 IBC Section 2603.9 and Section 803.1. Alternative Ignition Barrier Assemblies: DC315 meets the requirements for ignition barrier protection in unoccupied spaces as per AC 377,Appendix X. Exterior Wall Systems: DC315 has been tested as a component of exterior wall systems in accordance with the NFPA 285 and meets 2015 IBC Section 2603.5 with various architectural cladding options. National Building Code of Canada: DC315 prevents flashover for 10 minutes for Combustible Construction or 20 minutes for Non-Combustible construction when tested to the CAN/ULC S-145 Standard.This testing has been shown to exceed the protection of CAN/ULC S-124 tested materials and meets the Intent of NBC Section 3.1.5.12 for the protection of foamed plastics. European Union: DC315 has been tested over both medium density and low-density spray polyurethane foam and provides an EN13501-1 Fire Classification of B-S2-DO. Australia and New Zealand: DC315 has been tested to the AUS ISO-9705 standard over spray polyurethane foam and meets Group 2 Classification. IS05660(part 1 and 2)tests confirm Group number classification as 1 which allows for the addition of the thermal barrier coating to upgrade the fire rating of the underlying spray foam. END USE APPLICATIONS: DC316 is designed for interior conditioned spaces. It is the responsibility code and inspection authorities, architects, specifiers, contractors, installers or any end user of IFTI products to Contact IFTI to discuss their application to ensure it complies with manufacturers recommendations and meets their intended end use. The use of topcoats, though not required to meet the fire rating, may be included as part of the overall system to address specific conditions required for the project and address use in specified conditions such as, but not limited to, exterior wall systems, cold storage, parking garages or high humidity environments. Testing USA Australia/New Zealand AUS ISO 9706 • ASTM E84-Flame Spread 0 Smoke 10 630.3 1 • NFPA 286-Complies with Acceptance Criteria of IBC/IRC AS AS/NZS NZS 1 Group Classification 2, NZBC • ASTM E2768-30-minute Ignition Resistant Material Group 2-S • NFPA 286-Exterior Wall System with various claddings ISO 6660 Parts 1 and 2 Canada Physical Properties Testing • CAN/ULC$102-FSR 0 SDC 25 ASTM D522 Flexibility, Mandrel Bend • CANIULC S 101 —up to 1 hr assembly rating ASTM D4641 Adhesion pull off strength • CANIULC 9706-10-and 20-minute testing ASTM D4686 Moisture resistance for 100 hours • CAN/ULC 8-146—20 Minute Rating ASTM D4687/ASTM G164 Accelerated Weather European Union QUV 1000 hours BS 476 Part 6 7 ASTM D3369 Tape Adhesion • ASTM D2486 Scrub Resistance • BS EN ISO 11926-2 ASTM E661 Durability, Impact,Concentrated • EN 13823 load • EN 13601 Classification B-S2-d0 •, i International Fireproof Technology Inc. Intemational FwWoaf Te&a4y,Inc. Office:'949-975-8588 The 17tinrrtte in Flrcstop Snlnriauc and Fin 1'rvrtec!!rc Cirating.�• 17528 Von KananAve.Wrte,CA92614 WebSite:wm pairdlopratect.com Rev.1N29=6 Email:ptp&ainttoWtedcom Envelope Leakage Test Test Readings: Target (Pa) Bldg-(Ea). Adj Bldg(Pa) Fan (Pa) Flow(cfm) Config Baseline 0.7 -60.0 -59.0 -59.5 -82.4 1,633.3 Ring A -54.0 -54.6 -55.1 -74.3 1,552.8 Ring A -48.0 -47.6 -48.1 -62.2 1,424.5 Ring A -42.0 -42.6 -43.1 -55.2 1,343.2 Ring A -36.0 -36.5 -37.0 -48.3 1,258.2 Ring A -30.0 -30.7 -31.2 -38.3 1,123.4 Ring A -24.0 -23.2 -23.7 -27.3 952.7 Ring A -18.0 -17.5 -18.0 -163.6 758.4 Ring B Baseline 0.3 Test Equipment: Flow Device: Model 3 110V Fan Pressure Gauge: DG1000 Serial #: 6102 Calibration Date: 2020-07-27 Deviations from Standard: • None Comments: None Report by TEC Auto Test 1.9.5 (6), © 2023 The Energy Conservatory, Inc. Page 2 of 2 Envelope Leakage Test Testing Company: Technician: Name: New York Building Technology Group Name: Netaniah Kingston Address: 159 Rt 25a Credentials: RFIN XSQIV5 West Bldg Suite B Email: netaniah@nybtg.com Miller Place, NY 11764 Phone: 6314950289 www.nybtg.com Building Information: Customer Information: Project ID: 4832 Youngs Ave Name: Address: 4832 Youngs Avenue Address: Southold, New York 11971 Geo-Tag Data: Latitude:41.078305 Longitude:-72.432322 Timestamp: 2024-03-1511:16:41 Measured Leakage: 1.40 ACH50 Leakage Target: 3.00 ACH5O Compliance with Leakage Target: Pass Test ID: Multipoint Purpose of Test: IECC 12/15 Env. Leakage Measured CFM50: 1,459.8 (+/-2.5%) Effective Leakage Area: 86.8 in Building Volume: 62,524.0 ft3 Enclosure Surface Area: 0.0 ft2 Coefficient (C): 129.7 (+/-18.2%) Exponent (n): 0.619 (+/-0.050) Correlation Coefficient: 0.99674 Test Standard: ASTM E779 (single mode) Test Mode: Depressurize Test Characteristics: Pre Indoor Temp: 61 OF Post Indoor Temp: 61 OF Pre Outdoor Temp: 56 OF Post Outdoor Temp: 56 OF Altitude: 0.0 ft Time Average Period: 10 seconds Test Date and Time: 2024-03-1511:18:53 2000 Depressurize E U ' m 1000_. 800 - - J 700 : . 600 - m 400 ' 300 — — -- 4 5 6 7 8 910 20 30 4b 50 60 70 Building Pressure(Pa) NEW YORK , IBUILDING' ® TUC NN OLOG Y. G R O U P Affidavit Of 2020 NYECCC Compliance Date: 3/15/2024 Inspection Address: 4832 Youngs Avenue-Southold, NY 11971 This is to Certify that on 3/15/2024 the above address has been tested in accordance with the provisions of the 2020 ECCC of New York State Building Standards and Codes: 402.4.1.2 Building Envelope Tightness: (Blower Door) Building infiltration rate has been tested in accordance with RESNET/ICC 380 and meets the minimum standard of: 3ACH50 /'� Conditioned Floor Area: 1 4772 1 Blower Door Test Result: "by Conditioned Volume: 62524 Leakage in ACH50: 402.4.1.2 2020 ECCC Compliance: PASS 403.2.2 Duct Sealing: (Duct Blaster Test)The Building duct and plenum system has brough-in test in accordance with Appendix A of National Home EnergyTechnical Guidelines and ASHRAE 152, and meets the minimum requirement of:<4 cm25pa per 100 Ft2 of conditioned floor area. System 1: UnconB Leakage CFM@25: 87 Supply R-value: 8 Return R-value 8 System 2: Bsmt Leakage CFM@25: Exempt Supply R-value: 8 Return R-value 8 System 3: S.Attic Leakage CFM@25: Exempt Supply R-value: 8 Return R-value 4.2 Total Combined Leakage: 1 87 CFM@25 Leakage Limit: 1 1 190.881 JCFM@25 EXCEPTION-All ductwork and air handler is located within.the building thermal envelope 403.3.3 2 2020 ECCC Compliance: PASS Mechanical Ventilation: As Tested: 1 108 Required: 1 100 1 M1507 Compliance Pass Combustion Safety Testing: See Attached Report Insulation and Thermal Bypass: PASS HERS QA Provider: Signature of Certified RESNET HERS Rater: Performance Systems Development 124 Brindley Street,Ithaca NY 14850 Provider ID#:1998-072 orn1� Baccarella Certification #3587347 607-277-6240 Notice of independent Status.As per the requirements the 2020 Building Code of NYS, New York Building Technology Group Inc.and/or it's Inspectors(Raters)are not and shall not be owned,controlled by,or have shared financial interest with the owner of the project,the General Contractor,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that as independent third party Inspectors(Raters), New York Building Technology Group Inc.and its employees shall avoid conflicts of interest with regard to its professional activities. 159 Route 25A, Bldg 1 Suite B, Miller Place, NY 11764 Telephone: 631495 0289 Fax: 631509 4538 Email: NYBTGTB@gmail.com HVAC Design Calculation in accordance with ACCA Manual J,D,& S Manual J Eighth Edition V.2 For 4832 Youngs Avenue - Southold, NY Zachary T Clanahan Architect PO Box 1253 Southampton NY 11969 (631) 379-8435 NEW YORK � .„ BUILDING :I TEC11N0LO.GY Prepared by: TNornar, Baccarella in accordance with.ACCA Manual J.8t' edition, V2, Signature: '� -- i7ate 11/15/2021 Disclaimer New York Building Technology Group Inc. Disclaimer Clause for Manual J, S and D load, design calculations and equipment selection This document is intended as a preliminary design document for permitting purposes only. All information, calculations and other items appearing in this document are based on the blue prints provided by the client, NYS code, ACCA design guidelines, and/or using default interior design loads. These loads are subject to change based on the specific requirements of the occupants. Any changes to design loads should be made using ACCA design guidelines and documented according to the guidelines of the building dept. The design professional and/or a contractor may alter the design and/or installation as they see fit based on site conditions. These changes must be in accordance with ACCA guidelines and New York State residential building code. New York Building Technology Group Inc. shall not be liable for any damages, losses, expenses or other liabilities whatsoever arising in connection with the use of, or inability to use, the herein calculation documents by any party, or in connection with any failure of performance, error, omission, interruption, defect, suspension, delay in operations in the use or interpretation of this document, whether or not New York Building Technology Group Inc. has been advised of the possibility of such damages, losses, expenses or liabilities. New York Building Technology Group Inc. makes no warranty, statement or representation with the use of this document or with respect to the accuracy, completeness, or usefulness of the information, calculations and other items contained herein. 159 Route 25A Building 1 Suite B Miller Place, NY 11764 Telephone:631 495-0289 Fax:631 389-2808 Email:Gene@nybtg.com Revised August 30,2017 Manual S Compliance Report Job: 2848 NEW YORK ®„X T,I w�io G Date: Oct 27,2021 � Basement By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com P • • motio For: 4832 Youngs Avenue- Southold, NY, Zachary T Clanahan Architect PO Box 1253, Southampton, NY 11969 Phone: (631) 379-8435 Email: zacharyclanahan@gmail.com Pooling • • Design Conditions Outdoor design DB: 84.3°F Sensible gain: 8819 Btuh Entering coil DB: 76.2°F Outdoor design WB: 71.7°F Latent gain: 2435 Btuh Entering coil WB: 63.8°F Indoor design DB: 75.07 Total gain: 11255 Btuh Indoor RH: 50% Estimated airflow: 617 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Trane Model: 4TTX6018J1+GAM5BOA24M21 Actual airflow: 617 cfm Sensible capacity: 12950 Btuh 147% of load Latent capacity: 5550 Btuh 228% of load Total capacity: 18500 Btuh 164% of load SHR: 70% Heating Eq • Design Conditions Outdoor design DB: 15.7°F Heat loss: 16666 Btuh Entering coil DB: 61.6°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop boiler Manufacturer: IBC Technologies, I Model: SL 26-26OG3 Actual airflow: 617 cfm Output capacity: 18000 Btuh 108% of load Meets all requirements ofACCA Manual S. +p- wrightsoft® 2021-Nov-1316:48:36 CA • ,.­o. --.,n..,,,­,, Right-Suite®Universal 2021 21.0.08 RSU26095 Page 1 ...Youngs Avenue\4832_Youngs_Avenue_Permitting.rup Calc=MJ8 Front Door faces: N Manual S Compliance Report Job: 2848 NEW YOfiK +d (BUILDING Date: Oct 27,2021 First By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 7. � • • • For: 4832 Youngs Avenue- Southold, NY, Zachary T Clanahan Architect PO Box 1253, Southampton, NY 11969 Phone: (631) 379-8435 Email: zacharyclanahan@gmail.com CiDoling t iq' ufpmeni Design Conditions Outdoor design DB: 84.3°F Sensible gain: 23334 Btuh Entering coil DB: 75.9°F Outdoor design WB: 71.7°F Latent gain: 5410 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0°F Total gain: 28744 Btuh Indoor RH: 50% Estimated airflow: 1167 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Trane Model: 4TTX6036J1+GAM5B0B30M21 Actual airflow: 1167 cfm Sensible capacity: 24500 Btuh 105% of load Latent capacity: 10500 Btuh 194% of load Total capacity: 35000 Btuh 122% of load SHR: 70% Heating • • Design Conditions Outdoor design DB: 15.7°F Heat loss: 26577 Btuh Entering coil DB: 63.37 Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop boiler Manufacturer: IBC Technologies, I Model: SL 26-260G3 Actual airflow: 1167 cfm Output capacity: 30000 Btuh 113% of load Meets all requirements of ACCA Manual S. wrightsoft® 2021-Nov-1316:48:36 •�•� •�-,�- . Right-Suite®Universal 2021 21.0.08 RSU26095 Page 2 ...Youngs Avenue\4832_Youngs_Avenue_Permitting.rup Calc=MJ8 Front Door faces: N Manual S Compliance Report Job: 2848 YOf1R BUILDING Date: Oct 27,2021 NEW ® I "" Master By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com • • • For: 4832 Youngs Avenue Southold, NY, Zachary T Clanahan Architect PO Box 1253, Southampton, NY 11969 Phone: (631) 379-8435 Email: zacharyclanahan@gmail.com e • • • •men Design Conditions Outdoor design DB: 84.3°F Sensible gain: 6513 Btuh Entering coil DB: 75.4°F Outdoor design WB: 71.7°F Latent gain: 1282 Btuh Entering coil WB: 63.0'F Indoor design DB: 75.0°F Total gain: 7795 Btuh Indoor RH: 50% Estimated airflow: 617 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Trane Model: 4TTX6018J1+GAM5BOA24M21 Actual airflow: 617 cfm Sensible capacity: 12950 Btuh 199% of load Latent capacity: 5550 Btuh 433% of load Total capacity: 18500 Btuh 237% of load SHR: 70% Heating EquipT, Design Conditions Outdoor design DB: 15.7°F Heat loss: 7358 Btuh Entering coil DB: 65.5'F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop boiler Manufacturer: IBC Technologies, I Model: SL 26-260G3 Actual airflow: 617 cfm Output capacity: 12000 Btuh 163% of load Meets all requirements ofACCA Manual S. wrightsoft" 2021-Nov-13 16:48:36 Right-Suite®Universal 2021 21.0.08 RSU26095 Page 3 ...Youngs Avenue\4832_Youngs_Avenue_Permitting.rup Calc=MJS Front Door faces: N Manual S Compliance Report Job: 2848 NEW YOIiN (BUILDING Date: Oct 27,2021 rE.- Second By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495.0289 Email:Tom@nybtg.com web:www.NYBTG.com r6jedtln •rma • For: 4832 Youngs Avenue- Southold, NY, Zachary T Clanahan Architect PO Box 1253, Southampton, NY 11969 Phone: (631) 379-8435 Email: zacharyclanahan@gmail.com Cooling Equipmebt Design Conditions Outdoor design DB: 84.3°F Sensible gain: 13763 Btuh Entering coil DB: 76.3°F Outdoor design WB: 71.7°F Latent gain: 1551 Btuh Entering coil WB: 63.57 Indoor design DB: 75.0'F Total gain: 15314 Btuh Indoor RH: 50% Estimated airflow: 617 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Trane Model: 4TTX6018J1+GAM5BOA24M21 Actual airflow: 617 cfm Sensible capacity: 12950 Btuh 94% of load Latent capacity: 5550 Btuh 358% of load Total capacity: 18500 Btuh 121% of load SHR: 70% Heatin.aE•pipmedt Design Conditions Outdoor design DB: 15.7°F Heat loss: 14637 Btuh Entering coil DB: 63.5°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop boiler Manufacturer: IBC Technologies, I Model: SL 26-260G3 Actual airflow: 617 cfm Output capacity: 18000 Btuh 123% of load Meets all requirements of ACCA Manual S. t -Fk" wright3Ott- 2021-Nov-1316:48:36 ,iM Right-Suite®Universal 2021 21.0.08 RSU26095 Page 4 ...Youngs Avenue\4832_Youngs_Avenue_Permitting.rup Calc=MJ8 Front Door faces: N Load Short Form Job: 2848 NEW YORK n BUILDING Date: Oct 27,2021 �G.. Basement By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com web:www.NYBTG.com • • • For: 4832 Youngs Avenue- Southold, NY, Zachary T Clanahan Architect PO Box 1253, Southampton, NY 11969 Phone: (631) 379-8435 Email: zacharyclanahan@gmail.com Design Inforffia • Htg Clg Infiltration Outside db(OF) 16 84 Method Simplified Inside db(OF) 68 75 Construction quality Tight Design TD (OF) 52 9 Fireplaces 1 (Average) Daily range - L Inside humidity (%) 50 50 Moisture difference(gr/lb) 41 32 HEATING EQUIPMENT COOLING EQUIPMENT Make IBC Technologies, Inc. Make Trane Trade IBC TECHNOLOGIES Trade TRANE Model SL 26-260G3 Cond 4TTX6018J1 AHRI ref 10324680 Coil GAM5BOA24M21 AHRI ref 8625305 Efficiency 95AFUE Efficiency 14.0 EER, 16 SEER Heating input 18000 Btuh Sensible cooling 12950 Btuh Heating output 18000 Btuh Latent cooling 5550 Btuh Temperature rise 27 OF Total cooling 18500 Btuh Actual air flow 617 cfm Actual air flow 617 cfm Air flow factor 0.050 cfm/Btuh Air flow factor 0.077 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.78 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Open Area 1050 5429 2786 270 213 Rec/Lounge 788 3752 3001 187 230 Bath 1 120 534 27 27 2 Bed 6 280 2668 2244 133 172 Basement d 2238 12384 8058 617 617 Other equip loads 4282 761 Equip. @ 0.89 RSM 7876 Latent cooling 2435 TOTALS 2238 16666 10311 617 1 617 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri-ghtsoft- 2021-Nov-13 16:48:36 Right-Suite®Universal 2021 21.0.08 RSU26095 Page 1 �+C� ...Youngs Avenue\4832_Youngs_Avenue_Permitting.rup Galc=MJ8 Front Door faces: N Load Short Form Job: 2848 NEW YOBK m (BUILDING Date: Oct 27,2021 First By: Tom Baccarella GAOVVV' New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com web:www.NYBTG.com • • • For: 4832 Youngs Avenue- Southold, NY, Zachary T Clanahan Architect PO Box 1253, Southampton, NY 11969 Phone: (631) 379-8435 Email: zacharyclanahan@gmail.com Ddsign 1hf6rM"a'fid1i" Htg Clg Infiltration Outside db(OF) 16 84 Method Simplified Inside db(OF) 68 75 Construction quality .Tight Design TD (°F) 52 9 Fireplaces 1 (Average) Daily range - L Inside humidity (%) 50 50 Moisture difference(gr/lb) 41 32 HEATING EQUIPMENT COOLING EQUIPMENT Make IBC Technologies, Inc. Make Trane Trade IBC TECHNOLOGIES Trade TRANE Model SL 26-260G3 Cond 4TTX6036J1 AHRI ref 10324680 Coil GAM5BOB30M21 AHRI ref 8676058 Efficiency 95AFUE Efficiency 13.5 EER, 16 SEER Heating input 30000 Btuh Sensible cooling 24500 Btuh Heating output 30000 Btuh Latent cooling 10500 Btuh Temperature rise 23 OF Total cooling 35000 Btuh Actual air flow 1167 cfm Actual air flow 1167 cfm Air flow factor 0.057 cfm/Btuh Air flow factor 0.052 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.81 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Pantry 78 2001 797 113 42 Bath 2 67 474 126 27 7 Bed 2 181 3142 2905 178 152 Kitchen 323 3390 4732 192 248 Great Room 485 1386 2426 78 127 Office 76 451 2070 26 108 Living 268 5762 6320 326 331 Foyer 115 1333 551 75 29 Hall 227 1125 1118 64 59 Powder 30 0 0 0 0 Mud 70 604 108 34 6 Laundry 47 944 1122 53 59 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - - wrightsoft- 2021-Nov-1316:48:36 Right-Suite®Universal 2021 21.0.08 RSU26095 Page 2 ...Youngs Avenue\4832_Youngs Avenue_Permitting.rup Calc=MJ8 Front Door faces: N First d' 1966 20613 22273 1167 1167 Other equip loads 5964 1061 Equip. @ 0.89 RSM 20837 Latent cooling 5410 TOTALS 1966 26577 26247 1167 1167 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft, 2021-Nov-13 16:48:36 A­i­­yum Right-Suite®Universal 2021 21.0.08 RSU26095 Page 3 ...Youngs Avenue\4832_Youngs_Avenue_Permitting.rup Calc=MJ8 Front Door faces: N Load Short Form Job: 2848 NEW YOHK fn r BUILDING Date: Oct 27,2021 IG^^� Master By: Tom Baccarella New York Building Technology Group 159 Rl 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com web:www.NYBTG.com 177 Proje lnfoxm� • For: 4832 Youngs Avenue- Southold, NY, Zachary T Clanahan Architect PO Box 1253, Southampton, NY 11969 Phone: (631) 379-8435 Email: zacharyclanahan@gmail.com ® - • o • Htg Clg Infiltration Outside db(OF) 16 84 Method Simplified Inside db(°F) 68 75 Construction quality Tight Design TD (°F) 52 9 Fireplaces 1 (Average) Daily range - L Inside humidity (%) 50 50 Moisture difference(gr/lb) 41 32 HEATING EQUIPMENT COOLING EQUIPMENT Make IBC Technologies, Inc. Make Trane Trade IBC TECHNOLOGIES Trade TRANE Model SL 26-260G3 Cond 4TTX6018J1 AHRI ref 10324680 Coil GAM5B0A24M21 AHRI ref 8625305 Efficiency 95AFUE Efficiency 14.0 EER, 16 SEER Heating input 12000 Btuh Sensible cooling 12950 Btuh Heating output 12000 Btuh Latent cooling 5550 Btuh Temperature rise 18 OF Total cooling 18500 Btuh Actual air flow 617 cfm Actual air flow 617 cfm Air flow factor 0.108 cfm/Btuh Air flow factor 0.099 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.84 ROOM NAME Area Htg load Clg load HtgAVF CIgAVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Master Bed 354 1910 3347 206 332 Master Bath 172 1534 1197 165 119 WIC 1 176 2276 1678 246 166 Master d 702 5720 6222 617 617 Other equip loads 1638 291 Equip. @ 0.89 RSM 5816 Latent cooling 1282 TOTALS 702 1 7358 7098 617 1 617 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - - wrightsoft- 2021-Nov-13 16:48:36 aMrt• a«�wwu-•.�mw� Right-Suite®Universal 2021 21.0.08 RSU26095 Page 4 ...Youngs Avenue\4832_Youngs_Avenue_Permitting.rup Calc=MJ8 Front Door faces: N Load Short Form Job: 2848 NEW YOPK BUILDING Date: Oct 27,2021 Second By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com web:www.NYBTG.com • - oIrma ion For: 4832 Youngs Avenue- Southold, NY, Zachary T Clanahan Architect PO Box 1253, Southampton, NY 11969 Phone: (631) 379-8435 Email: zacharyclanahan@gmail.com ® - • n, ftf6rm" ati6W7"' Htg Clg Infiltration Outside db(OF) 16 84 Method Simplified Inside db(OF) 68 75 Construction quality Tight Design TD (OF) 52 9 Fireplaces 1 (Average) Daily range - L Inside humidity (%) 50 50 Moisture difference(gr/lb) 41 32 HEATING EQUIPMENT COOLING EQUIPMENT Make IBC Technologies, Inc. Make Trane Trade IBC TECHNOLOGIES Trade TRANE Model SL 26-260G3 Cond 4TTX6018J1 AHRI ref 10324680 Coil GAM5BOA24M21 AHRI ref 8625305 Efficiency 95AFUE Efficiency 14.0 EER, 16 SEER Heating input 18000 Btuh Sensible cooling 12950 Btuh. Heating output 18000 Btuh Latent cooling 5550 Btuh Temperature rise 27 OF Total cooling 18500 Btuh Actual air flow 617 cfm Actual air flow 617 cfm Air flow factor 0.052 cfm/Btuh Air flow factor 0.046 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.90 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Bed 3 183 2714 3122 140 145 Bed 4 189 2976 3166 153 147 Bed 5 214 2882 2426 148 113 Bath 3 73 1253 265 65 12 Loft 123 253 1455 13 68 Laundry 2 15 31 1043 2 48 Upper Hall 0 1869 1813 96 84 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Fk- wrightsoft- 2021-Nov-1316:48:36 Right-Suite®Universal 2021 21.0.08 RSU26095 Page 5 ...Youngs Avenue\4832_Youngs_Avenue_Permitting.rup Calc=MJ8 Front Door faces: N Second d 795 11978 13290 617 617 Other equip loads 2659 473 Equip. @ 0.89 RSM 12290 Latent cooling 1551 TOTALS 795 14637 13841 617 617 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wrightsoft, 2021-Nov-1316:48:36 Right-Suite®Universal 2021 21.0.08 RSU26095 �CA mrym Page 6 ...Youngs Avenue%4832_Youngs_Avenue_Permitting.rup Calc=MJ8 Front Door faces: N r Project Summary Job: 2848 NEW YORK BUILDING Date: Oct 27,2021 G Basement By: Tom Baccarella New York Building Technology Group 159 Rl 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com ® • • • For: 4832 Youngs Avenue- Southold NY, Zachary T Clanahan Architect PO Box 1253, Southampton, NY 11969 Phone: (631) 379-8435 , Email: zacharyclanahan@gmail.com Notes: "66,siohl ilfform'a­tion.� Weather: Brookhaven, NY, US Winter Design Conditions Summer Design Conditions Outside db 16 OF Outside db 84 OF Inside db 68 OF Inside db 75 OF Design TD 52 OF Design TD 9 OF Daily range L Relative humidity 50 % Moisture difference 32 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 12384 Btuh Structure 8058 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (75 cfm) 4282 Btuh Central vent (75 cfm) 761 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 16666 Btuh Use manufacturer's data n Rate/swing multiplier 0.89 Infiltration Equipment sensible load 7876 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 809 Btuh Ducts 0 Btuh Central vent(75 cfm) 1626 Btuh Heating Cooling Outside air Area(ftZ) 2238 2238 Equipment latent load 2435 Btuh Volume(W) 7387 7387 Air changes/hour 0.17 0.08 Equipment Total Load (Sen+Lat) 10311 Btuh Equiv.AVF (cfm) 21 10 Req. total capacity at 0.70 SHR 0.9 ton Heating Equipment Summary Cooling Equipment Summary Make IBC Technologies, Inc. Make Trane Trade IBC TECHNOLOGIES Trade TRANE Model SL 26-260G3 Cond 4TTX6018J1 AHRI ref 10324680 Coil GAM5BOA24M21 AHRI ref 8625305 Efficiency 95AFUE Efficiency 14.0 EER, 16 SEER Heating input 18000 Btuh Sensible cooling 12950 Btuh Heating output 18000 Btuh Latent cooling 5550 Btuh Temperature rise 27 OF Total cooling 18500 Btuh Actual air flow 617 cfm Actual air flow 617 cfm Air flow factor 0.050 cfm/Btuh Air flow factor 0.077 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.78 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4 wrightsoft` 2021-Nov-1316:48:36 Right-Suite®Universal 2021 21.0.08 RSU26095 Page 1 ,,,Youngs Avenue\4832_Youngs_Avenue_Permitting.rup Calc=MJ8 Front Door faces: N Project Summary Job: 2848 NEW YOflK u. (BUILDI y Date: Oct 27,2021 L ;o ^; ,NG First By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631495.0289 Email:Tom@nybtg.com Web:www.NYBTG.com • • • For: 4832 Youngs Avenue- Southold NY, Zachary T Clanahan Architect PO Box 1253, Southampton, NY 11969 Phone: (631) 379-8435 Email: zacharyclanahan@gmail.com Notes: Design infdrmation. Weather: Brookhaven, NY, US Winter Design Conditions Summer Design Conditions Outside db 16 OF Outside db 84 OF Inside db 68 OF Inside db 75 OF Design TD 52 OF Design TD 9 OF Daily range L Relative humidity 50 % Moisture difference 32 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 20613 Btuh Structure 22273 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (104 cfm) 5964 Btuh Central vent(104 cfm) 1061 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 26577 Btuh Use manufacturer's data n Rate/swing multiplier 0.89 Infiltration Equipment sensible load 20837 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 3145 Btuh Ducts 0 Btuh Central vent(104 cfm) 2264 Btuh Heating Cooling Outside air Area(ftz) 1966 1966 Equipment latent load 5410 Btuh Volume(ft3) 24680 24680 Air changes/hour 0.13 0.06 Equipment Total Load (Sen+Lat) 26247 Btuh Equiv.AVF (cfm) 53 24 Req. total capacity at 0.70 SHR 2.5 ton Heating Equipment Summary Cooling Equipment Summary Make IBC Technologies, Inc. Make Trane Trade IBC TECHNOLOGIES Trade TRANE Model SL 26-260G3 Cond 4TTX6036J1 AHRI ref 10324680 Coil GAM5BOB30M21 AHRI ref 8676058 Efficiency 95AFUE Efficiency 13.5 EER, 16 SEER Heating input 30000 Btuh Sensible cooling 24500 Btuh Heating output 30000 Btuh Latent cooling 10500 Btuh Temperature rise 23 OF Total cooling 35000 Btuh Actual air flow 1167 cfm Actual air flow 1167 cfm Air flow factor 0.057 cfm/Btuh Air flow factor 0.052 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.81 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2021-Nov-13 16:48:36 �•• Right-Suite®Universal 2021 21.0.08 RSU26095 Page 2 ACCA ..Youngs Avenue\4832_Youngs Avenue_Permitting.rup Calc=MJ8 Front Door faces: N Project Summary Job: 2848 NEW—K �, (BUILDING Date: Oct 27,2021 Master By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com Projecl Information For: 4832 Youngs Avenue- Southold, NY, Zachary T Clanahan Architect PO Box 1253, Southampton, NY 11969 Phone: (631) 379-8435 Email: zacharyclanahan@gmail.com Notes: b- •h' Informatiorf Weather: Brookhaven, NY, US Winter Design Conditions Summer Design Conditions Outside db 16 OF Outside db 84 OF Inside db 68 OF Inside db 75 OF Design TD 52 OF Design TD 9 OF Daily range L Relative humidity 50 % Moisture difference 32 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 5720 Btuh Structure 6222 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(29 cfm) 1638 Btuh Central vent (29 cfm) 291 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 7358 Btuh Use manufacturer's data n Rate/swing multiplier 0.89 Infiltration Equipment sensible load 5816 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 661 Btuh Ducts 0 Btuh Central vent (29 cfm) 622 Btuh Heating Coolingg Outside air Area(W 702 702 Equipment latent load 1282 Btuh Volume (ft') 7092 7092 Air changes/hour 0.14 0.06 Equipment Total Load (Sen+Lat) 7098 Btuh Equiv.AVF (cfm) 16 7 Req. total capacity at 0.70 SHR 0.7 ton Heating Equipment Summary Cooling Equipment Summary Make IBC Technolo ies, Inc. Make Trane Trade IBC TECHNOLOGIES Trade TRANE Model SL 26-260133 Cond 4TTX6018J1 AHRI ref 10324680 Coil GAM5BOA24M21 AHRI ref' 8625305 Efficiency 95AFUE Efficiency 14.0 EER, 16 SEER Heating input 12000 Btuh Sensible cooling 12950 Btuh Heating output 12000 Btuh Latent cooling 5550 Btuh Temperature rise 18 OF Total cooling 18500 Btuh Actual air flow 617 cfm Actual air flow 617 cfm Air flow factor 0.108 cfm/Btuh Air flow factor 0.099 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.84 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ti -&- wrightsoft- 2021-Nov-1316:48:36 •-^•�°^ ^• ^-^+ Right-Suite®Universal 2021 21.0.08 RSU26095 Page 3 ..Youngs Avenue\4832_Youngs_Avenue_Permitting.rup Calc=MJ8 Front Door faces: N Project Summary Job: 2848 NEW YOBK BUILDING Date: Oct 27,2021 SecondBy: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com • • • For: 4832 Youngs Avenue- Southold, NY, Zachary T Clanahan Architect PO Box 1253, Southampton, NY 11969 Phone: (631) 379-8435 Email: zacharyclanahan@gmail.com Notes: De"sign mormati• Weather: Brookhaven, NY, US Winter Design Conditions Summer Design Conditions Outside db 16 of Outside db 84 °F Inside db 68 °F Inside db 75 °F Design TD 52 of Design TD 9 °F Daily range L Relative humidity 50 % Moisture difference 32 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 7885 Btuh Structure 10922 Btuh Ducts 4093 Btuh Ducts 2368 Btuh Central vent (46 cfm) 2659 Btuh Central vent(46 cfm) 473 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 14637 Btuh Use manufacturer's data n Rate/swing multiplier 0.89 Infiltration Equipmerif sensible load 12290 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 300 Btuh Ducts 242 Btuh Central vent(46 cfm) 1010 Btuh Heating Cooling Outside air Area(ftz 795 795 Equipment latent load 1551 Btuh Volume(ft') 7434 7434 Air changes/hour 0.25 0.11 Equipment Total Load (Sen+Lat) 13841 Btuh Equiv.AVF (cfm) 31 14 Req. total capacity at 0.70 SHR 1.5 ton Heating Equipment Summary Cooling Equipment Summary Make IBC Technologies, Inc. Make Trane Trade IBC TECHNOLOGIES Trade TRANE Model SL 26-260G3 Cond 4TTX6018J1 AHRI ref 10324680 Coil GAM5BOA24M21 AHRI ref 8625305 Efficiency 95AFUE Efficiency 14.0 EER, 16 SEER Heating input 18000 Btuh Sensible cooling 12950 Btuh Heating output 18000 Btuh Latent cooling 5550 Btuh Temperature rise 27 °F Total cooling 18500 Btuh Actual air flow 617 cfm Actual air flow 617 cfm Air flow factor 0.052 cfm/Btuh Air flow factor 0.046 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.90 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Fk- wriGfttsoft® 2021-Nov-1316:48:36 ^M �^ Right-Suite®Universal 2021 21.0.08 RSU26095 Page 4 ...Youngs Avenue\4832_Youngs_Avenue_Permitting.rup Cale=MJ8 Front Door faces: N AED Assessment Job: 2848 NEW YDiiK ' m' BUDING Date: Oct 27,2021 I�.o IL °° Basement By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495 0289 Email:Tom@nybtg.com Web:www.NYBTG.com For: 4832 Youngs Avenue- Southold, NY, Zachary T Clanahan Architect PO Box 1253, Southampton, NY 11969 Phone: (631) 379-8435 Email: zacharyclanahan@gmail.com Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(T) 68 75 Elevation: 82 ft Design TD (T) 52 9 Latitude: 41°N Relative humidity (%) 50 50 Outdoor: ` Heating Cooling Moisture difference(gr/lb) 41.4 32.1 Dry bulb(7) 16 84 Infiltration: Daily range(T) - 15 ( L ) Wet bulb(7) - 72 Wind speed(mph) 15.0 7.5 • A • - • • • Hourly Glazing Load 800 700 600 500 a 400 3 300 200 too 0 8 9 10 11 12 13 14 15 16 17 18 19 20 H°u&Ny /Ha•ly /Awl /AFD4m1 Maximum hourly glazing load exceeds average by 48.6%. Zone does not have adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 87 Btuh (PFG -1.3*AFG) 41- wrightsoft, 2021-Nov-1316:48:36 �- .MR•. °«en.••, •.�m-•r Right-Suite®Universal 2021 21.0.08 RSU26095 Page 1 �� ...Youngs Avenue\4832_Youngs_Avenue_Permitting.rup Calc=MJ8 Front Door faces: N AED Assessment Job: 2848 NEW YORK BUILDNG Date: Oct 27,2021 �a:o' °I First By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com • • • For: 4832 Youngs Avenue- Southold, NY, Zachary T Clanahan Architect PO Box 1253, Southampton, NY 11969 Phone: (631) 379-8435 Email: zacharyclanahan@gmail.com be" • • • • Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(OF) 68 75 Elevation: 82 ft Design TD (OF) 52 9 Latitude: 41 ON Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 41.4 32.1 Dry bulb(OF) 16 84 Infiltration: Daily range(OF) - 15 ( L ) Wet bulb(OF) - 72 Wind speed(mph) 15.0 7.5 • � • - • • • Hourly Glazing Load 12,000 11,000 10,000 9,000 8,000 7,000 6,000 5,000 4,000 3,000 2,000 1,000 0 8 9 10 11 12 13 14 15 16 17 18 19 20 H°ur°f o°y /6�6Y /AereW �AED6m1 Maximum hourly glazing load exceeds average by 26.5%. Zone has adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 0 Btuh - - wrightsoft- 2021-Nov-13 16:48:36 �, •�*�f�e���-��mw Right-Suite®Universal 2021 21.0.08 RSU26095 Page 2 ...Youngs Avenue\4832_Youngs_Avenue_Permitting.rup Calc=MJ8 Front Door faces: N �:. AED Assessment Job: 2848 NEW YOflK {° BUILD LNG Date: Oct 27,2021 I. ( °`°" Master By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com Topect • • For: 4832 Youngs Avenue- Southold, NY, Zachary T Clanahan Architect PO Box 1253, Southampton, NY 11969 Phone: (631) 379-8435 Email: zacharyclanahan@gmail.com IN ® - • • • • Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(T) 68 75 Elevation: 82 ft Design TD (T) 52 9 Latitude: 41°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 41.4 32.1 Dry bulb(T) 16 84 Infiltration: Daily range(T) - 15 ( L ) Wet bulb(T) - 72 Wind speed(mph) 15.0 7.5 % • ' • - • • • Hourly Glazing Load 5,000 4,500 4,000 3,500 2,500 3 2,000 1,500 1,000 500 0 8 9 10 11 12 13 14 15 18 17 18 19 20 Hour of Day A—W /PIDiml Maximum hourly glazing load exceeds average by 42.1%. Zone does not have adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 384 Btuh (PFG - 1.3*AFG) - wri-ghtsoft® 2021-Nov-1316:48:36 �- .M*• f wne•x m.•,°•-w� Right-Suite®Universal 2021 21.0.08 RSU26095 Page 3 �CA 9 ...Youngs Avenue\4832_Youngs Avenue_Permitting.rup Calc=MJ8 Front Door faces: N AED Assessment Job: 2848 NEW YOflK r BUILDING Date: Oct 27,2021 ° >°' Second By: Tom Baccarella New York Building Technology Group 159 Rl 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com • • • For: 4832 Youngs Avenue- Southold, NY, Zachary T Clanahan Architect PO Box 1253, Southampton, NY 11969 Phone: (631) 379-8435 Email: zacharyclanahan@gmail.com �e$ign ioW7'­`7"" Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(T) 68 75 Elevation: 82 ft Design TD (T) 52 9 Latitude: 41°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 41.4 32.1 Dry bulb(T) 16 84 Infiltration: Daily range(T) - 15 ( L ) Wet bulb(T) - 72 Wind speed(mph) 15.0 7.5 • A• - • • • Hourly Glazing Load 3,500 3,000 2,500 2,000 1,500 1,000 500 0 6 9 10 11 12 13 14 15 16 17 16 19 20 Hwr°e D.y e H.'V J A..W /AMW Maximum hourly glazing load exceeds average by 44.7%. Zone does not have adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 334 Btuh (PFG - 1.3*AFG) wrightsoft- 2021-Nov-13 16:48:36 •-• -a^a• - --•r Right-Suite®Universal 2021 21.0.08 RSU26095 Page 4 ...Youngs Avenue\4832_Y°ungs_Avenue_Permitting.rup Calc=MJ8 Front Door faces: N NEW YORK {n-n,ZJ����;'�¢�y-�" B D Right-.1®Worksheet Job: 2848 Date: Oct 27,2021 Basement ' New York Building Technology Group By: Tom Baccarella 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name Basement Open Area 2 Exposed wall 239.0 ft 106.5 ft 3 Room height 9.8 ft d 9.8 ft heaticool 4 Room dimensions 21.0 x 50.0 ft 5 Room area 2238.4 ft' 1050.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area M Load number (Btuh/ft'-*F) (Btuh/ft5 or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 ; - 12F-0sw. - --- 0.065.,;n 0:00. ;0.00 V _ _,,0 _ O , _-,,;-�_0 .'6 ._„ .:0_ -77-0 0 NYBTG'Default '0.300 - n`. 0.00 0.00 0 0 0 0 ' 0 0 ;0 0 _NYBTG Default __ 0,800 ' n " .0.00 0�00 0 ,- 0 0 w 0 0 :0 0_ _. 0 w _ 15B13-0wc-6 '0.093 n --3.48 -0+23 605 605 2104 u 138 266 208 715 47 11 :WII , - ,12F:Osw -,-0.065 -e- :0.00 :'0.00 0 - 0; 0° 0 0,- - 0- -,0 - 0 w!-G .NYBTG-Default,::.__" __,_0.306-' a--.__'0;00 _._.:,0.00:. _ _.0>< ___ 0�_... :0: w 15B13-0wo-_6 0.093 a 3.48 0.23 502 502 1746 115 490 490 1703 112 V11` 12F-0sw. Oi065 »'§ 0.00 '0,06 `;'.0 0 A - r 0 NYBTG.Default 0;300 s ' .00 -0,00` 0.,+ ;0 0 6 0" 0 '0 '6 N Default 0 3 0 s. 0 0 0' 0 0 0 0 0` 0 0 YBTG0 0 .0 .0 0 r'•a' u �0' 0 0_�..NYBTG�Defa It:'.�»-» .».;.0.300..,s m,. .00. .00: _.. _0, �.»,. �.0_ .»_ °�0, ..,._, _,0:.__ _.0, .... W 15B13-Uc:6 µ 0.093 s -3.44 0.22 - 669 µ650 2233 140 w 206 w 206 mm715 47 - _ _ NYBTG Default 0.300 s 15.69 15.39 19 0 298 292 0____ 0 0 0 5. _, 0.00 ;.,_O_.»., 0 ._.,_._ ; p 0 _0 0 V__ ._O , -0 NYBTG;Default - '.:0.300:"w 0:00 .""00.00.00 0 0 0 0 , 0 0 :0 o _ NYBTG Default_ _ ,. 0.300 w 15B130wc-6 0.093 w 3.48 0.23 385 385 1337 88 � 142 142 494 32 12C-0suv__,-_Y_ _`_.:_.=-20.091,.-_ -:4.76 ::_ 0.7.6 _- ''.181 -__ --181,_ .__'_863 .„ �_137___ 0 _ ».._... 0 C 16B-38ad _ 0.026 0.00 0.00 0 0 0 0 0 0 0 0 -9.029 0.00' 0,00 _k.0 v �0-ii��r.Q" 0 ry-u 0 0 _ 0 . ` :ww 0 F _ 19A-216w-p F 0.045 - 0.00 0.00 _ 0 _ _0 0 0 0 _ _ 0 0 0 0.00,^ ,A.00.� _. . .. 0 0» _ 0 _ .0 _ __.� :_0 W ._.0. w._.•0 F 20P-21w 0.047 0.00 0.00 - 0 0 0 m 0 0 _- 0 0 0 .21A=28t, _..;_<.:_:_: 0.022- `,:' 1,15; -0.OI),_,;,,-2238 :' ..,2238 :,:.':257ti. .;,..: 0 ;, r1050 :. 10b0 .,: .:1208 '. .... :,0 F _ 22B-5wpm _,._ , »» 0.449,,,,-__ 0.00 0.00 0 0 0 0 0 0 0 0 -"y ., ..a .. .,.,. ... ,. ..». .» _ _5..., 7,7 6 c)AED excursion 87 0 Envelope loss/gain 11156 998 4836 239 12 a) Infiltration 1227 98 593 47 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 1 230 0 0 Appliances/other 6732 2500 Subtotal(lines 6 to 13) 12384 8058 5429 2786 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 12354 8058 5429 2786 15 Duct loads 0-/0 o-/.j 0 0 -0% 0% 0 0 Total room load 12384 805E 5429 2786 Air required(cfm) 617 617 270 213 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Fla- wrigF�tsoft- 2021-Nov-1316:48:36 """'"^"-°"" Right-Suite®Universal 2021 21.0.08 RSU26095 Page 1 ...Youngs Avenue\4832_Youngs Avenue Permitting.rup Calc=MJ8 Front Door faces: N NEW YOAN IBUI,DING Right-JO Worksheet Job: 2848 Basement Date: Oct 27,2021 By: Tom Baccarella New York Building Technology Group 159 Rl 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tam@nybtg.com Web:www.NYBTG.com 1 Room name Rec/Lounge Bath 1 2 Exposed wall 68.5 ft 10.0 ft 3 Room height 9.8 ft heat/cool 9.8 ft heat/cool 4 Room dimensions 1.0 x 788.4 ft 10.0 x 12.0 ft 5 Room area 788.4 ft2 120.0 ftz Ty Construction U-value Or HTM Area (ftj Load Area (ft') Load number (Btuh/W-*F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool ..,.. , g 12�-0sw _ 00;0. :,0.00 „ti 0 0 0' `.yk,- .0 0 _ 0„ 0 0 -G NYBTG Default-: 0.300^ n 0:00 0:00; .... 0 0 0',tx: .r^ .0 0" "0 ±°. ,: ,,:0 "::..'.` ":;..0. NYBTG Default_ .;;:w. `.,, 0.300 n 0.00, "000 "" 0 .. ._ 0 0' ..... 0 0 _ 0 a ,.•.........._..._ W ,_ 15B13-OwFG... .. „,.0.093 n 3.48. ..0.23..„. 137 ", 137 4n ..,..". .3� .ry 98 r98 " v 341 .Y 22 11 'W 12F-0sw „ 0,065'.".a m;:0:00'„ „'`.0;00 0 0 0 " ''.. , . 0., 0 ; a !"G NYBTG Default .:..:?, ' :a 0.360 a "i'0.00 '..:_:..0.00 0 .. 0.. , ...m. „0 t ..,.'0 .:;. 0 W 15B13-Owc-6.., _,...__._._,, ,.;0.093 a 3.48 .. ._ 0.23__.,...,. .12 12 . 43.W. ... 3 - 0.. 0 0..__.,_.... 0 W 12F=0sw' '' 0,065 s 0.60.,'. '.:0.00 0 0 0, 0 ., ,,,„;: 0 -,x;p•u;„ ,0 0 NYBTG Default' 0:300 s 0.00 >'''.:0.00• 0 0 0 0 0 0 NYBTG Default" '': "0.300 ,.;s 0,00 0:00, 0 0 0 0 .T 0 0 '. , ,.,.,:0 „' 0 NYBTG,Default,,. *0:300:.s. ._r.,.0.00. 0.00 . ,•. :. .: 0 :. 0, _.,., wo . ,,,.... ."0' ...,. 0' 0 .. .0 ._.,..._„:0 15613-0wc-6 0.093 s 3.44 0.22 255 255 886 58 0 0 0 0 t-G NYBTG Default 0.300 s 15.69 15.39 0 0 0 0 0 0 0 0 _ " '6 .-. ,. b _ .; i:....":. .'. "7:O,065 'w. 0.00', 0:00:_:, ^" ?A p 0 ....,. . p ._. 0 p;.", "...._0.,. ._ .,..:0 NYBTG Default,. ', ";; 0.300 ;w, 0,00 " ;0,00 0 0 0 :0 0 0 „'.•0 0, ' NYBTG Default.; °0,300 w;w, ,; '•0,00 0,90 0 0• 0 0 0 0 0 e 0 W 15B130wc-6 ..... ... 0,093 w 3.48 „..._,.0.23.. 86 . . 86, .,_ .298_.. , 20,.. .. .. .. 0 0,.. 0 0 0.091, 9.Z6 0:76', 181 181 863 i 131 0 0 0,' 0 C „,16B-38ad 0.026,,,,.-, _g0.00 " r" "m0.00 _, 0_ 0 0 0 0 0 0 0 18B.=38w..a.,:... ,_.: 0.029:-.-- A.•00. . ."A;00 W_ ..,... 0 0"........'.0 _.H; F 19A-21 bswp 0.045 - 0.00 0.00 0 0 0 0 0 0 0 0 0 0 „,._,.,.... `.0 F 20P-21w 0.047 0.00 0.00 0 0 0 0 " 0 0 0 0 F.., .:,,. 21A-28t." s_`._.'"'0:022 ' 1.,15: ..,.;0`.00„t.... :788 " 768 ..__",907.` ..._.'."0 120" F 22B-5w m 0.449""- 0.00 0.00 0 0 0 0 0 0 0 0 _,.T- , _ I ,f a 6 c)AED excursion 0 0 Envelope loss/gain 3473 249 479 22 12 a) Infiltration 278 22 56 4 b) Room ventilation 0 0 0 0 13 1ntemal gains: Occupants @ 230 1 230 0 0 Appliances/other 2500 0 Subtotal(lines 6 to 13) 3752 3001 5341 27 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3752 3001 534 27 15 Duct loads -0% 0% 0 0 -0% 0% 0 0 Total room load 3752 3001 534 27 Air required(cfm) 187 230 27 2 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -fll•^ wrigFstsof't" 2021-Nov-1316:48:36 P. Right-Suite®Universal 2021 21.0.08 RSU26095 Page 2 ...Youngs Avenue\4832_Youngs_Avenue_Permitting.rup Calc=MJ8 Front Door faces: N nFw rose Right-JO Worksheet Job: 2848 r 6 levu.oE"� Basement Date: Oct 27,2021 New York Building Technology Group By: Tom Baccarella 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name Bed 6 2 Exposed wall 54.0 ft 3 Room height 9.8 ft heat/cool 4 Room dimensions 1.0 x 280.0 ft 5 Room area 280.0 ft' Ty Construction U-value Or HTM Area (ft� Load Area Load number (Btuh/ft;°F) (Btuh/ft5 or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-0sw "..' ;>,'. 0.065 n, 0.66 rr"I:0,00'^ 0 0 0 :0 ��J---G 'NYBTG Default 0.300 n" 0:00 5:0:00= 0 0 0 0 ; ' G NYBTG Default. `y" 0.300 ii 0'00' 0.00` 0 0 0 0 W 155 Owo-6 0.093 n 3.48 0.23 1.64 164 5.71 38 11 VI) . .. 12F Osw. 0.065 e, 0:00 ''•::''0.00:. "'r" ;. :p 0 0 ..: p '.NYBTG Default:.... 0.300 _e: 0.0d",:a:..O.OD ::•:z):a:,'....0' : 0 ."- „:":_..0::."M",.:,,'._.0 " :.,'..._.. . .. »_,.'.:..,:; W 15B13-Owc-6 0.093 a 3.48 0.23 0 0 0 0 W ' : ,12F=Osw .':: 0.065 s..- 0.00: 0:00 .`."_"""`,.,„0. .::. . `'0 " .b- p , NYBTG.Default:. " 0.300•.s' ':0.00 0:00' 0• 0 `'o i 0;; 0 NYBTG'Defaulf". 0.300 "s. 0.00 "0,06 0 0, SO NYB'G_Default: .W. 7,0.300 s . ,0:00 ' ' 0t ' 0t V,V 15B13-0wc-G 0.093 s 3.44 0.22 208 189 632 35 �G NYBTG Default 0.300 s 15.69 15.39 19 0 298 292 12F-Osw.• :;." a. .:0.065".,:w 0 00 `,`0.00 0. 0: .;r',. 0 7, 'p NYBTG•Default .• :A.300' w" 0:00 r >' 0:00=`",.A„^'.,'p ..';`,D:, :,O,b„' ''F 0''', NYBTG„Default?;.,'_" 0.300 ",w, 0.00 0.00`" ._ 0 ...-._ p 0...:.,:_ 0 W 15B13-Owc-6 0.093 w 3.48 0.23 157 157 545 36 0.091 0, C 16B-38ad 0.026 0.00 0.00 0 0 0 0 :C.`.. .. 18B-38w'; _'vc 0.029 O:Ob ' "..: 0 0 0 ..-.µ... ..0' .... ". F 19A-2lbswp" 0.045 � - 0.00 0.00� 0" 0" 0 � F 0 F". :, ..,19Q-21bswp'..:-.S .'" ::"' :..:`::..e.0.0450.00: .:'"" ..:.0 t p 0.",,.,_._ 0:: .,._., . . E."x:r _ F _ 2OP-21w 0.047 0.00 0.00 0 0 0 0 '0.022 1:{I5 000' ., .., 260 280 . ._ 22' F 22B-5wpm_ » 0.449 - µ0.00 0.00 0 0 0 0 .. ....;.... -.. .... ^,x.., ..«...... ...,. .. 71,„ .t .. T•C...E. - - �Y.".p_ �." - w- - _ - ..-..-.. "",..,....ws......1d.b.w,Wt. ✓r.n a...,t .. .» �.J.."rd.:n (..�.jxl.m."W ....Y..«.. ...,.r .....­_". .. ,r. ..,r.�e. ., a.. ,✓. 6 c)AED excursion 87 Envelope loss/gain 2368 488 12 a) Infiltration 301 24 b) Room ventilation 0 0 13 1ntemal gains: Occupants @ 230 0 0 Appliances/other 1732 Subtotal(lines 6 to 13) 2668 2244 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 2668 2244 15 Duct loads -0% 0'/o 0 0 Total room load 2668 2244 Air required(cfm) 133 172 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. .F wrightsoft" 2021-Nov-1316:48:36 . A Right-Suite®Universal 2021 21.0.08 RSU26095 Page 3 ...Youngs Avenue\4832_Youngs_Avenue_Permitting.rup Cale=MJ8 Front Door faces: N N4W P Right-.®Worksheet Job: 2848 ORK @ B eJ.OtNs Date' Oct 27,2021 First By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg,com Web:www.NYBTG.com 1 Room name First Pantry 2 Exposed wall 184.8 ft 18.8 ft 3 Room height 12.6 ft d 10.1 ft heat/cool 4 Room dimensions 1.0 x 77.5 ft 5 Room area 1965.8 ft' 77.5 ft' Ty Construction U-value Or HTM Area (ft') Load Area M Load number (Btuh/ft;°F) (Btuh/ft5 or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 -- 12F=Osw ':,, •,"�^'•�..:L• ' : 0.065 "h 3.40,'��^ 0,78;,', ':" 474,. •: 1613•;�. ', 370 ' • 'V�I-G NYBTG Default 0.300 n 15.69 ',.:,`8.56,. " 178 0 °`.,,;2793 -.; ;"A524 ',-30 0 :.'471 `,, '; 257. �-G .NYBTG.Default 0 ,300 n 15.69 5,99 33 0 `516• 198 0 0- 0 0 W 15B13-0wc-6,.- ".,.... .,,-_... 0.093. n .,...._ 0.00 „ . 0.00..._. ._..- 0 ..-.. 0 .0... 0..._ 0 0 0 0 11 1N•-"' 12F 0sw',;' :'..- 0;065 -''a 3.40 0.78'.':;.' :°473 413 1405 322 ` 68 ,µ,.58 »198: ..'45 10 . .. u.-... NYBTG.Default:" a:.. -. .w';,.0.300..,e. . . 15.69 L".31'.04,. .,:z..; :60.:.,.,.:.: ."0.. :,..:.':93Z .,_'-.1853: 0_::a_'.,.157.__._ 310. W... - 1.5B,1^30wc-6- .- 0.093 .e.. .^.0.00 ._,._0.00 0. .. 0.. _. 0 -- 0 .- 0 0-.. ..., _0 -, -,._0 ;V11, 12F-Osw"- m,0.065 -s' 340, ".i0.78: i485' 310 ' 1055 242 0 .. 0. . 0 0 NYBTG Default� r',0,300 s'. 15;69 '• ;".:15r39, ',,- '16 „0:,. .':251;. 246 0 0 0 ,0. ,NYBTG Default— 0,300 s 15.69 ]539 C:,; ;w:158;'•. '' " 0 . :.',2465 r; 2438 0, 0 0 D . .NYBT-G'.Default._.i. ._.,,.. 0.300 s„.,. .::.0.00.. >:O:OO c:?.:„:_..:, :0-";''.i'.','.0':...,:;°,„ 0..,.`..:_:.. .,...b. :,,... ._0 :. ._..,v0 .`,_,,..:`':._:,0 15B13-0wc-6 0.093 s 0.00 0.00 0 0 0 0 0 0 0 0 T-G- _ NYBTG Default 0.300 „s 0.00 0.00 0 0 0 0 0 0 0 0 "'-`-."„"-". 12F=0sw;," « •: 0.065 w 3.40 0.76 .c,143 " 91. 308 " ,.,71 0 0' 0 0 NYBTG'Default;, 0.30D ,w- 0.00 0.00 :'' •' "'0 0. 0 "0 0 0 0 0 : . NYBTG Default.; ,.v_..t.:.;:.:.:0.300 -:w ..._- 15.69 ,..:.M.73:is .::',...:53.:.' 0 828 ..`d :.;1147_ '.^ w 0 ,.i ..:'::0•...w» :" 0 " Z0 W...,..,.15B13-0wc-6..,,.„. 0.093, w. 0.00 . 0.00 0.. . 0.. _0 0 ._y,.,. ,.. 0 0 0. 0 0,091 .. -., . 4.76.,^.._,m._0.76 .. ..'- 182 - "182;, .. -.868 t v„t. _ 137 ,,,. D .,. .,.. :'0;.�-._ C 16B-38ad 0.026 1.36 1.21 435 435 591 528 78 78 105 94 " - _ _ .C.;.._�.� 1'8B_38w�„:.._:.�_,�::,�.�.,"�:r_:50.029.::.-. ._'-„.1:52 �:U:90 ,,:'1663 . :",..1663 `.:2523".._...:.�661, 't0 .._. .^"0, �..___.0� �._..,.•..l) mm. F 19A-21bswp 0.045 - 1.88 0.33 78 78 146 26 0 0 0 0 F..`'.:.. 19Ac21bswp.,. 0.045...- 0.00.'._ -,^0.00.. :.. ..' 0 . , 0 . `077„. :0 _.....'0 - ._,.0..... .."'0.>...., .: 0. F 20P-21w 0.047 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 F:.:. .:. :21A-28t'.?... ".."0.02 '2, .0.00 _ - Om.00' .. .. 0'' _.:. "0': ``0 "0 ....___, 0 F 22B-5wpm 0.449 - 23.48 0.00" 351 55 1280 0 78 19 440 Q „ tLz W ». -._, .. ., .. r 6 c)AED excursion 0 -6 Envelope loss/gain 17599 9764 1681 772 12 a) Infiltration 3013 241 319 26 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 6 1380 0 0 Appliances/other 10889 0 Subtotal(lines 6 to 13) 20613 22273 2001 797 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 20613 22273 2001 797 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 Total room load 20613 22273 2001 797 Air required(cfm) 11167 1167 113 42 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wrghtsoft- 2021-Nov-1316:48:36 ! '•' Right-Suite®Universal 2021 21.0.08 RSU26095 Page 4 ...Youngs Avenue\4832_Youngs_Avenue_Permitting.rup Calc=MJ8 Front Door faces: N Right-M Worksheet Job: 2848 N F.14 Y..K IBUI'IOi N" Date: Oct 27,2021 First By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name Bath 2 Bed 2 2 Exposed wall 5.5 ft 29.0 ft 3 Room height 9.1 ft heat/cool 9.1 ft heat/cool 4 Room dimensions 1.0 x 66.6 ft 1.0 x 181.3 ft 5 Room area 66.6 ftz 181.3 ft' Ty Construction U-value Or HTM Area (ft� Load Area (ft) Load number (Btuh/ft-*F) (Btuh/ft5 or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-Osw..'. 0.065 n 3.40.r ,,.0.7g,,,""":.am. ..0 0 r U p;; _ 0 : 0 "..f ti,`:::0 0 V{J- NYBTG,'Defaulf = 0.300 ri. ., 15i89 8:56 i. ,;.:.. 0 , 0 0 0 :r. 0 0 r::., . ::.0 0 �=G NYB,TG.Default ,'.',.:;_.;. is 0.300 n;.. '^,15.69;' 'S99,''r'_": 0 w5.9 .. W... 15B13-0wc.8 _..., ,. .; ,._0. _ 0 ;.. ._ 0. "........_.0 ..._». 0 . 0 0. ._ ..... 0 0.098 n„- ,„O.OQ 0,00 . NYBTG<Default '.... 0:300 e: 15.69`": • 31'.04, ,'.F ` 50 ' S0 170 ;• ,- 39 118 ..w _ 137, N: :;'.464 106 11 W 12F Osw„ 0.065 e, 3.40 0:78 0. . ... 0 .' =• ,.:.0 . i'�.0._M. :::._.18 W.. ._ 15B13-Owc-6,_.,. 0.093, e 0.00 0.00 0 0 0 0 ... . 0 _ " 0 __2..» 0 W.a' 12F-05w "0.065 s •` ' 3.40 0.78 0., 0 ' ;0°;:w''-.: .,.0 109 ,56'";•`-.'s .19 ",,`,:,;„`4,4 NYBTG-Default Oi300 S; 15.69 15.39 0 '0 0 0 0 r..0 0 : 0. NYBTG Default', 'S".''M:' 0.300 s' 15:69 15.39,`„ 0 0 "'0.,. • , ; 0',"" 53 0: `„.-, 828 : ',; :813' NYBTG:_DefaulY_:...::_ . :0.300' s. .._. .,0.00. '..,:0,00 c:: 0 , ....:.. 0 0.m'_::.:-.::. 0...._:.....0. 0 . D• a_.: -_::0 151313-0wc-6 0.093 s 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG Default 0.300 s 0.00'"'-,0.00 0 0 0 0 0 0 0 0 :1N`. ' :12F0sw.'. ;:" 0.065 w.. .. ,3.40 ry. ''38;,7of°: p.. . . ,0... .0 _. ..,. _.:0 ., ..., 0 - ;0 NYBTG Default 0,300 w '0,00' °°0:00 0 0 0 0 0 0 0 0 NYBTG Default. .0.300 „w :15.69 :21:73 C_ ...,. .:0 0. .. 0 ._i :.: :0.'_...._ ,.0 ..... ....0_ ._..._.A t:. .:.. 0 W, 151313-0wc-6. 0.093..w... ..0.00...._...0.00 ,_ .. 0.. . .,0.., 0 . ... ...0 0-..._... ."0 0 0:., , P. ;" 12C-OsW_:.: :.i. 0.091 : 4.76.',>.r."0.Z6 . 0 0 .', ,:. .:i+0 '_.::.:.''u;0 0' ...' 0,:.: 0'..'.. '.,,0 C...... 16B-38W. 0.026 1.36 1,21. 0 .. _220 67 67 91 81 181 181 2 C:. 18B-38vu:_::.,.:_m:. ,^, '.iµ^ . ..0:029,' = it52 0.40 :...__. ._ 0.:•::.." ,:.0 F 19A-21 bsw 0.045 - 1.88 0.33 0 0 .,_0_... _- 0 0 0 0 0 F..:.•: _ _19A`=2ltiswp. :::;; , :.::...:..:":0.045 0:00 _ ',,_0:00 :..0.."." .. ..O 0 F 20P-21w 0.047 0.00 0.00 0 0 0 0 0 0 0 0 F 21A-28t ;. 0.022 0.00 _ ,000 170 0 ;,0 .,,..._... ;0' 0 .._...... ;0,: ,... R ......... ;0 F .. 22B-5wpm 0.449,_. ., - 23.48 0.00 67 .,,. ,6 120 ...... ,,.0 181 ._. 29 681 ,r 0 _.__",.,._, , , e ; s•. 6 c)AED excursion -1 71 Envelope loss/gain 390 119 2697 1819 12 a) Infiltration 84 7 445 36 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 1050 Subtotal(lines 6 to 13) 474 126 3142 2905 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 474 126 3142 2905 15 Duct loads -0% 0% 0 0 -0% 0% 0 0 Total room load 474 126 3142 2905 Air required(cfm) 27 7 178 152 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Fr 2021-Nov-1316:48:36 Right-Suite®Universal 2021 21.0.08 RSU26095 Page 5 ...Youngs Avenue\4832_Youngs_Avenue_Permitting.rup Calc=MJ8 Front Door faces: N NFW VORK Right-J®Worksheet Job: 2848 j e ui;DING Date: Oct 27,2021 First By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name Kitchen Great Room 2 Exposed wall 27.0 ft 5.0 ft 3 Room height 15.2 ft heat/cool 15.3 ft heat/cool 4 Room dimensions 1.0 x 323.3 ft 1.0 x 484.7 ft 5 Room area 323.3 W 484.7 ft' Ty Construction U-value Or HTM Area (ft') Load Area (W) Load number (Btuh/W--*F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 - _"12F„„-0s'w. ;-0.065_.,n 3.40' 0.78'`,m 325'- -^:271 r.. ,923 212` , O_- 0--v 0. 0 NYBTG.Defauit'` 0.300 n 15.69 "% ' "8.56 °' ;"'54 0• ,'847 '.462 '. ''0 " '0 0 0 0:300. n' 15.695.99 ._ 0 : 0 i,0" .�` 0 ' ��' 0 _- " 0 0 W � 15B13-Owc-6 0.093- n M 0.00+ 0.00 0 0 0 - 0 0 0 y- 0 0 11 IW 4 . 12F-Osw ,,. _ `.,..0:065 a: : "`,v3.40 : .0.78 .,r -27. ., _27 __,_v._.93... r.-e21 46 '' ! -G:.NYB..TG,Default: _ :0:300• ;e_: ..:15.69 :.__31:04.<� ' .0_ �W. 0 w_,"._.. 0_`s ,_0 0.." -._,: 0.' 0'_• a_ _0 W_ 151313-Owa6 0.093 a 0.00 0.00 0_ 0 0 0 0 0 - 0 0 W, 12F-Osw 0.065 s; 3:40 0.78 ' 0 NYBTG'DefaulY 0:300, ,s' :i5.6-9 15.39 0 .0 0 0° ;0 0 0 0 za'; n„ T au 6,30 s, 1 '6 15 3 0 .0 0 0 0 0. NYB,.G Def It 0• 5. 9 9; 0 O r R �'t ,, 0 0 0 _ NYB.T.G'Defaulfa'" ,__ __ '0.300;'s:1. ...,.0.00 0`OD _. .:0 ...- 0 _, :0 a_..__._:'0, _0 _ ca, _ V�I 15B13-Owc-6 0.093 s 0.00 0.00 0 0 0 0 0 0 0 0 T-G NYBTG Default 0.300 s 0.00 0.00 0 0 0 0 0 0 0 0 0, _ 0,-_ _0 -G NYBTG Default 0.300 w° ' : O.00, 0.00 0. •, 0, ,', 0 0 0 0 0 0 15.69 21.73.' __. 0 O 0 k'�: _0 0�•: .:_' _0 _.__0,_�, Q W 1513 13-&6 6 0.093 w 0.00 0.00 0 0 0 _ 0 0 0 0 0 _12C-Osw '.-. _0.091 - 4.76,'rY.'0:76 _ _-_1 0 .... 0 `: ", •_.v0 ti. __^.0:: Q 0'..:..:-,_ :_0 C 168-38ad 0.026 1.36 1.21 17 17 23 _ 21 12 12 17 15 0.,40 _491, '195 �749 -749 F 19A-2lbswp� 0.045 - 1.88 0.33 0 0 0 0 0 0 0 0 ,__._. .-�_-_ _._..__.__,_----_. ,___ -....-_._.._---.-------___-- -- ._,._-.__ _ _ 71 ___a_ 19A-21bswp_:'..._._,.'_a_",: :_0.045 - ,.._`.,.0.00-.:.-."_0.00_v;. _-:..0...._ 0_. .e_" U__._.-_ _:,0 rW:�:0 0 0. :__.0. F 20P-21w 0.047 0.00 0.00 0 0 0 0 0 0 0 0 w.__._.._.._...w_. _. _ - F,..-. . .21A-28t_ .:..._::_...."_ ; :"_.. .„0.022.. ,;'..:4 0.00, 0 F 228-5worn 0.449 --_ 23.48 0.00 14 1 26 0 12 0 3 0 77 _ _, r ...._.,. ..-...,.... ....._. _t.-..._,. _r«_t.,...._. :,4r., .".... ., t..."._...%....u. .x...._....ww .._, ., r.,,.,... ..,..,..,..,r....a .,..a.a...... ."......w .. ... .. _fr ..t_ a,t..... roe �. r........_....-.«,-»..-� ,..,.�..t,.-.._w,'a�ni^" .. _ .._... ..u_.....m,....a......... ...... ......s,..__...., ....-. ..... ... ......., ,.+..n.u. ..� F_ „.t. -_.. ,....e..._,."._. .:,?.uw:7.::.�.".:..d..,.......... .w.uf.,..n_.r:1<. .�.."... 77 7­17- y_ r i• 4 't , w a , ;.,.> '�.. "' •'.. _.. > >< .. „♦ r ,. .. .., e.n .., a....ra.,., ..„w..., ...n.a.w,. ,.�,,.°,. ..-,.. .. i...n a_,..max. , e ° 6 c)AED excursion -35 -18 Envelope loss/gain 2749 897 13091 330 12 a) Infiltration 641 51 77 6 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 3 690 Appliances/other 3784 1400 Subtotal(lines 6 to 13) 3390 4732 11386 2426 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 339D 4732 1386 2426 15 Duct loads -0% 0%j 0 0 -0% 0% 0 0 Total room load 3390 4732 1386 2426 Air required(cfm) 192 248 78 127 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -rid- 2021-Nov-1316:48:36 Right-Suite®Universal 2021 21.0.08 RSU26095 Page 6 ...Youngs Avenue\4832_Youngs_Avenue_Permitting.rup Calc=MJ8 Front Door faces: N NEW YOBK � Right-J®Worksheet Job: 2848 IB:.I,I�IN6, First Date: Oct 27,2021 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name Office Living 2 Exposed wall 5.5 ft 45.3 ft 3 Room height 9.1 ft heat/cool 15.5 It heat/cool 4 Room dimensions 5.5 x 13.8 ft 21.0 x 12.8 ft 5 Room area 75.6 ft' 267.8 ftz Ty Construction U-value Or HTM Area (ft� Load Area (ft2) Load number (Btuh/ft-'F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-0sw`.,., .:,,, ., ',•..,,.. .0.065 >n, 3:40 ;.; .0.78'....:" .' ".,..0 0 0. °.y, 0;,"•`:..• ,_.0 ";,..ry., 0 1- G NYBTG Defaulf"c' 0:300 n 15.69 :8.56'.:r '.' p 0 0 0 0 , ,.,''iui0,'.;'` ' "'::.0 0 L--G _. fJYBTG•Default'c".".':.'. :..::0,300 'n 15:69 :599'. 0 0.`_'..-. E Q', ,> .. .. ... :..:...0 `: `::._..,:� w 15B13-0w . . .,, _...:,•.,,0.093. n 0.00 0.00 6 _ 0 0...._. 0 0 0 0 _ 6 11 IWI . , 12F-0sw,.,:v.:. 0.065.",a ,3:40 ;" '.0:76 0 0" 0, 0 116. 85': 287• .66 �-,G NYBTG`Default .'.'ti,w "0.300 >e _15:69 .'.31:04-.,. _. 0:... .. .. '"0 0 3 _. .,.0:..... . .32. ..._.. tx_0"......;494" ..t.-...:978 w 15B13-0wc-6 0.093 a 0.00 0.00 0 0 0 0 0 0 A 0 0 1N rc '12F-Osw' 0,065- g...-,r.3 40 ":',.."0.78 S0 .34.. _.. 118. 27. ;:,•;.'.325 . ... .,220'..r.,...,-:747'; 171" NYBTG.DefauR• :":.;0:300 s 15;69 '•'''°„15.39>',.':':..,, 16 0 251 .246 .,:'; 0, •' 0.'s 0. ': "" 0 NYBTG.Default 0.300 "s" 15:69 :;95:39 -:``":0 0 0 b...,. 0 t _ 106 0 1657:"" '1625, _. NYBTG.Default:': .:.0.300 s .....0.00 0.00':,.. 0_. -. 0 .. '• . 0 :. • ,..,..0.:. :::. .."0:._ 0.._ .. 0 0 \1J 15B13-0wc-6 0.093 s 0.00 0.00 0 0 0 0 0 0 0 0 Imo„ NYBTG,Default 0.300 s - 0.00 0.00 - 0 0 0 0 0 0 0 0 12F0sw.•.' :.'C 0.065 w- 3,40 ,;:":0.78 .;';,,. .',.0 0 .. .V. .0 ., ., m.b0;: '•`"105 52`_ ^',77, 6 NYBTG'Default..,•...:'• 0;300, w" 0.00 ''` :0.00,, 0 0 0'".:' "0' 0 0 '.,,;" '0 . ; 0 _NYBTG Default_.:.. :t .:. '--.0.300- w,: 15,69 , ? _ a_.,.. _.- __.... _ ti.. :_ . W.. 15B13-0wc-6,_.-..- 0.093 .w, . . ,,..0.00.. , 0:00.. 0. ....._. ....0 ..., .. ,0 0 ...,_.,. ._.. ,0 0 0,.. 0 F'.. •12C-0sw.. _... 0.091 ,.4.76 0.76... .,.;t;,.0 .0 .. ... •0 ... .,>. 0. ..,. _"0 . :.. .'_0 0 ._.. 0 C 16B-38ad_ 0.026 1.36 1.21 0 0 0 0 6 6 8 7 _._._ _ .. ";.':..:...;_0.r'' ..,,,424 . :... ....424.._..: 643.. . ,....169 F 19A-2lbswp W 0.045 - 1.88 0.33 0 0 0 0 0 0 0 0 Fv. •:.0.045...w=. 0.00._'. ":0.00. r: :_.:..,0 .. ,- ..0' - ....< .0 ^.,.... -t 0 .0 F 20P-21w 0.047 0.00 0.00 0 0 0 0 0 0 0 0 : 21A 02" 0 " 0,,F 2 F 228-5wpm .. _ 0.449 23.48 0.00 0 0 0 0 0 0 0 0 ,... 6 c)AED excursion 58 -47 Envelope loss/gain 367 331 4841 4157 12 a) Infiltration 84 7 921 74 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 3 690 Appliances/other 1732 1400 Subtotal(lines 6 to 13) 451 2070 5762 6320 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 451 2070 5762 6320 15 Duct loads -00/B 00/B ul 0 -0% 0'/0 0 0 Total room load 451 2070 5762 6320 Air required(cfm) 26 108 326 331 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. +l.F wrigf�tsoft^ 2021-Nov-1316:48:36 . A Right-Suite®Universal 2021 21.0.08 RSU26095 Page 7 ...Youngs Avenue\4832_Youngs_Avenue_Permitting.rup Calc=MJ8 Front Door faces: N NEW PORK Right-JO Worksheet Job: 2848 Date: Oct 27,2021 First By: Tom Baccarella New York Building Technology Group 159 Rl 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name Foyer Hall 2 Exposed wall 10.0 ft 12.8 ft 3 Room height 9.1 It heat/cool 9.1 ft heat/cool 4 Room dimensions 10.0 x 11.5 ft 1.0 x 226.9 ft 5 Room area 115.0 ft2 226.9 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft� Load number (Btuh/ftz°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross' N/P/S Heat Cool 6 12F-Osw 0.065 ,^ ._:3.40 0.78 - n- r 91, , `21 - 75 ._ .17 _93,n` _50 169.7'�' _:,39 V�jJ--G NYBTG Default„ ,, 0.300 'n. 15.69 8.56 :,36 r 0 `565 308 i'44 0 -„` 683-._` 372 �--G 'NYBTG'Default 0.300.'•n : 15,69 5:99 33. r000 �0 _____.....,_ .. __ _ _ _ __. .., W _ _ 15B 13.Owc-6- . .. _,.. 0.093 n 0.00. _ 0.00 .. 0. 0_ 0.M 0. 0 _ 0. 0: 0 11 W •12F=0sw,. .0.065 e'. ' ;3.40 0.78 0` 0 0 0 39 _ NYBTG_Default:_� _. ,. 0.300 a _. 15.69.,__. 1:04 _ _ 0 .._.._._ 0'., w_ .0_ ._0 __0. v 0_ __}_0. _ _:0 W _ 15B13-Owc-6 _ _ 0.093 a 0.00 0.00_. 0 0 0 _0 0 0 4_ _ 0, 0 V11 12F-0sw. _ 0 _ _.0 - »0 0- NYBTG„Default 0.300 s:.,, .„15.69, 15,39, 1'0' 0 0 , -;.-rA.:0 0 0 ;'0` 0 NYBTG Default 0.300 is• 15.69 15i39 0 0 0' 0 0 0 0 0 GI NYB.T,G.Default- ,-0.300 's. 0.00 _ "0'0 �✓ 15B13-0wc-6 0.093 s 0.00 0.00 0 0 0 A -0 0 0 4 0 0 �•- a _NYBTG Default 0.300 s 0.00 0.00 _ 0 0 0 0 0 0 0 0 12F-0sw_L_._-- - :0.085_W ._ -3.40 m' 0.78 Fp 0 0 tl ��. 11 _ 9 NYB,TG Default.::,, 0.300 W 0,00 :;`.0.00,.',,. ,.,,'0 0 0 . •,..<,.,t0 ' 0::: 0, 0 . 0 .NYBTG Default=. _; :. :0:300 wLw _; M15.69 ....,21.T3_ 0.,,._ _ ._D__ _ 0 W, 15B13-0wc-6_ -, 0.093 w_- 0.00 0.00 0 0 0 , _D _-_-_ _.._ 0_. .,_...,0 _ 0 0 _. _._ .,__-_-__ r _._ -:,.:..,•.-A.76 :0.7,6_ -0':. `0�_. '_x.0sr .W .0'„` __ C 168-38ad 0.026 1.36 1.21 16 16 22 19 0 0 0 0 1:52,;, ..0.40'" ^._..._-0 b �-0 F 19A-2lbswp� M 0.045 - 1.88 0.33 0 0 0 0 0 0 a 0 0 k. _,_. 19A-2lbswp'... "' ..-__0.045 _.. �OAO _:0.00. .___,_`0 0 ._w..._.._0_._,.;"� 0 '0 ._ 0 _ M O. _ 0 F 20P-21w 0.047::: 0.00_ Y 0.00 0 4 0 0 `° 0 M 0„ 0 D 0 _. ,._,... w .. ._....__._...__.._.;.._,_.._ - Fr: A:.0.00 .: f Q 0 ,0 p 0 0 _ 0 _ „0. F 228-$Wpm 0.449 - 23.48 0.00 _....._v.- 0 0 _. .0. 00 0 0 ._: _ 0 ...,s. .., a....................^..�.,..,__.:.........,_..,..,_:,..,r....,,r.-. .,.,.....,,,..:.....», .....u_:„.,::.,,^, .1"" ....�':.:�' ..5. ;1C''i ... ..,,.,,,...,,,»•.. ..._....._....... ..,w.»...,.:.`.i";.s....,,.......w.. X,_._.._.. ..v.,,,.,.. _ ................,..n.. _y n.. ._ , 6 c)AED excursion 4 -8 Envelope loss/gain 1179 538 929 421 12 a) Infiltration 153 12 196 16 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 682 Subtotal(lines 6 to 13) 1333 551 1125 1118 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1333 551 1125 1118 15 Duct loads -0% 00/0 0 0 -0% 0%1 0 0 Total room load 1333 551 1125 1118 Air required(cfm) 75 29 64 59 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. l wrigF�tsoft� 2021-Nov-13 16:48:36 Right-Suite®Universal 2021 21.0.08 RSU26095 Page 8 ...Youngs Avenue\4832_Youngs_Avenue_Permitting.rup Calc=MJ8 Front Door faces: N NFW YOBN Right-J®Worksheet Job: 2848 r� B'IvIID,NG Date' Oct 27,2021 First By; Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name Pander Mud 2 Exposed wall 0 ft 12.3 ft 3 Room height 9.1 ft heat/cool 9.1 ft heat/cool 4 Room dimensions 5.5 x 5.5 ft 1.0 x 69.9 ft 5 Room area 30.3 ftz 69.9 ftz Ty Construction U-value Or HTM Area (ftz Load Area (ftz Load number (Btuh/ft2-°F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 712F-Osw- 0 065_.n,_ .3.40 0.78 7, ::' • 0,_.__.r 76 ___�p .0 ,►=--G NYBTG Default 0.300 ri 15'69 8.56 ",• :0 0 0 0 o 0 0 0, 1-G _NYBTG Default _ _ "0.300.'n 1569 ...:,5:99 ":,.:.;:," 0 .,.,. _0 W 15B130 co-6 0.093 n 0.00 m 0.00 0' 0 0.. 0 0 0 0 0 11 ;W 12F-0sw.' 0:065 '''e'., 3.40 ' ,::0 78 0 O ,a{, ._,_0 0 _.;.,. 0 0 ,..._,_. `0, -0 �-G: N BTG_Defaulf__.:. �. 0.360_eW 15.89. '31;04 �__0 _ 0 0 0':,_.,_. __0_-._ 0 W 15B13-Owc-6_ ___ 0.093 a 0.00 0.00 0 0 0 0 0 0 0 0 IW- 12F-Osw • 0.065 '1 3.40 0.78_,_;',,�.o- .M..,.0 m. _ .: 0 _.,___0 �, .0' _ O _0 NYBT.G Default 0 300 s' 15.69.; 15:39 a 0 0 0 0 0: ;0 0 . , 0 II_GG 'NYBTG"Default O'300 s- ` 15.69-u'15.39 .0 0 0 0 : 0 NYBTd.DefauIt-_' _0.300_._s:______.0.00::_,�0.00 . 6_, __ ._-0___.. ___0-.___.._.0_._.?_u _0 0 �0 v� 15B13-0wc.6 0.093 s 0.00 0.00 0 0 0 0 0 0 0 0 -G NYBTG Default 0.300 s 0.00 0.00 0 0 0 0 0 0 0 0 12F-0sw',' - 0.065 'w,:. 3.40 0.78,. p 6 _,.. 0 O_ __0; _,0_ _ o m_ o NYBTG.Default 0.300 . w` 0y00' "0.00: "'0> 0. 0 0: 0 : 0 0 0 YBTG°Default 0:300 w. 5.69' _ "21.73 0 0 0 0 0= 0 0 0 W 15B13-0wc-6 0.093 M w 0.00 4 0.00 W 0 p w 0_ �0 O 0 O W 0 ._.0.76O 0 0, ' .__J11111._. ,_.:..531 _..__ 8L4 C 1613-38ad 0.026 1.36 1.21 0 0 0 0 11 11 15 14 O,- _].52 -%�;0.40 �,...,_.. .0 WOt.. a F 19A-2lbswp_ 0.045 - _-. 1.88 0.33 0 0 0 0 _31 31 58 10 5 F'^ 19A-21bsw _._......_ . _._ 0;04 0:00 ------0,00 L N _ 0w 0. ..__. _a;0', U ....0. v.. 0 F" :y 20P-21w 0.047 _ 0.00 0.00 _ 0 0 0 _, 0 y 0' 0 0'~ 0 F. 21A-28t __U.._ 0.022 _0:00,-.' 0.00. 0 _0 _. __.a 9 ' _ ..70 F 22B-5wpm �0.449 23.48 0.00 0 - 0' 0 �0 0 0 0 0 777'-7777- 'i' ,"„._ ww.......,...n, ,,.,.�........, x..,.,,...,,._, w......v.a,A.....::.•.,....... , e,;.,. 6 c)AED excursion 0 -1 Envelope loss/gain 0 0 604 108 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 10 0 604 108 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 0 0 604 108 15 Duct loads -0% 0% 0 0 -0% 00/0 0 0 Total room load 0 0 604 108 Air required(cfm) 0 0 34 6 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -40- wrightsoft' 2021-Nov-1316:48:36 Right-Suite®Universal 2021 21.0.08 RSU26095 Page 9 ...Youngs Avenue\4832_Youngs_Avenue_Permitting.rup Cale=MJ8 Front Door faces: N NEW YOAK �IB>y PANG Right-JO Worksheet Job: 2848 First Date: Oct 27,2021 New York Building Technology Group By: Tom Baccarella 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name Laundry 2 Exposed wall 13.8 ft 3 Room height 9.1 ft heat/cool 4 Room dimensions 6.5 x 7.3 ft 5 Room area 47.1 f12 Ty Construction U-value Or HTM Area (ft') Load Area Load number (Btuh/ft;°F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F 0sw ,n 3.40' 7•.0.78 NYBTG Default 0.300. '.n .15.69 r;, •8.56 'w15• u 228 124 r--(a NYBTG Default: ' 0.'30,0 n. 15.69 ?5;99;' 0„ 0 0 0 W 15B13-Owc-6 0.093 _n 0.00 _ 0.00 0 _ 0 0 0� 11 1N« 12F Osw 0, 5 e' ;3.40 0.78 ,. 0 0 ° ..," •.0 ,G.'.NYBTG_Default.�_ _ 0.300.:e-:._A5:69_ _31.04: .._._ _0 _..._._0_,_----0 W i5B13-Owc-6 0.093 a 0.00 0.00 0 0 0 0 W _ 12F-0sw _A _ 0.065 s^.7 7 3.40 v0.78'- 0,; p m __O_- --0- NYBTG Default,`, 0.300 s,',;; .15.69 ;15,39 0 0 0 0.• " NYBTG Default -',0:300` s 15'69 `.15.39 0:, 0 '• 0 0 ,NYBTG_Default_,_:`_,' _-, '0 300__a._ ._,•'0 00: _:'0 00 ' ... ,_ . 0 _'.0 -0 _ .0 UN 15B13.Owc-6 0.093 s 0.00 0.00" _0_.,t. Y._..0,. .-_. 0 4__M'_0 I-G NYBTG Default 0.300 s 0.00 0.00 0 0 0 0 12F 0sw,,;• 0:065 w- �:g:40 0.78 ,,_.._0 :0_ _'0._ 1. 0 NYBTG'`Default 0,300 w O.QO 00 0 0 0 :.5; 0 NY T efau t 0' w 0 8 G D I 300 15.69 21 78 0 0 0 W 15B13-0wc-6 0.093 w 0.00 0.00 0 0 0 _0 _. 4.76. w._0.78 .._ _._w7.1 .. 71 .-. _ 336 �..`_ `53 C- _ 16B-38ad 0.026 1.36 1.21 47 47 64 57 - C _z-sW w.0.029.. =.,:. 1.52 t:..:.. _0.40 0' ::0 .0 F 19A-21bsw 0.045 1.88 0.33 47 47 88 16 - _.-- -.--I"'-_P _. __.__..___... .. _ ` ;w'. ;1.9Ac21bswp •._ >.•;_; 0.045 0.00 . 0.00',:..>.:. _ F 20P-21w --0.047.._ --0.00 rv0.00 0_ 0 0 0 - ..,.___ _.. _ - -- - - .F_'._�.21A-28C_.:, " .:, 0.. __.•-.. _0 ;.-,,.�Q _ .,..._'..0'�,..-'----- __.. _: ...._.__ ._.:_.-. F 22B-5wpm _A 0.449' - 23.48 0.00 0 0 "0 0 _,.e...,. .«.,.., ,..-,,.........,...._. .... �..,•.Mw. a4r ..w._..w.. _... .... .. .. d. ... .......... ,.m... .,, ...t,._.._ -....,.r...w ,.. ... .. - i 6 c)AED excursion -8 Envelope loss/gain 852 273 12 a) Infiltration 92 7 b) Room ventilation 0 0 13 Intemal gains: Occupants @ 230 0 0 Appliances/other 841 Subtotal(lines 6 to 13) 944 1122 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 944 1122 15 Duct loads -0% 000 0 0 Total room load 944 1122 Air required(cfm) 53 59 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wrrghtsoTt^ 2021-Nov-1316:48:36 Right-Suite@ Universal 2021 21.0.08 RSU26095 Page 10 ...Youngs Avenue\4832_Youngs Avenue_Permitting.rup Calc=MJ8 Front Door faces: N NFW YORE Right-J®Worksheet Job: 2848 Isi4i'oiN� Master Date' Oct 27,2021 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name Master Master Bed 2 Exposed wall 78.3 ft 18.5 ft 3 Room height 10.1 ft d 11.1 ft heat/cool 4 Room dimensions 1.0 x 353.6 ft 5 Room area 701.6 ft2 353.6 ft' Ty Construction U-value Or HTM Area (ft� Load Area (W) Load number (Btuh/ft'L-"F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-Osw r, 0.065 ,0. 0:00. 0.00; .,0 0 ; ;0 0` 0 p_ G NYBTG'Default.,; 0.300 n- 0.00 0,00 - ;. � 0 0: 0. •- , 0 0 '0 .NYBTG Default ,.:..0.30o -•0,. 0.00 _. "0.�' ,." . 0 0 _ 0 .:--, 0 „ . 0 _ 0 ' ._.. Q _., . ..'_0 .' W 15B 13-Owc.6 0.093 n 0.00 0.00 -0 0 0 O µ 0 LL O - 0 ^ 0 11 W. '12F-0sw O'065'`..a. "' .0.,o0 '•' 0.00". ":• 0 .. ,o 0,^,., . ....0_tl, ,.. ...0 o .,»-:r .,,0 0 . NYBTG.,Default_:,'.? .�-._._0.300...'-e ., 0.00. ."0'00.:- ".:.'_'...0 i....... 0.. 6 0 0., VV1 . 12F-Oscar„., „0.065 "a", :.:3.40 0.78 ri.417 308 9046..,. .'a .,240 205... . ._ 15B13-Owct6, 0.093_ e - 0.00 0.00 0 0 0 0 _ 0 0 0 0 135 459 105 NYBTG Default^ 0:300' s 15.69 ; ,,15.39, ",. •,''•39 0 607 596 ` ,;: 0.` 0 0 0 NYBTG Default 0.300 s' 15.69 15.39 70 0, " •1105 .': 1084, 70 ',:.. .'0 1165 ` .1084 _ _.:..... . NYBTG Defaui4.:. _..`r,=".:..,:0:300...s ':....:0.00'.:_,.._'A.00 .r.:,:°,.:�:.O�,a. 0 _._:"3�.�;:0_�:.,"m'"'0,.-.�... .�._0._:.,.._�.O�a:..:'_,�0..:::.:...:..`.0 W, 15B13-Owc-6 0.093 s 0.00 0.00 0 0 0 0 0 0 0 0 G NYBTG Default 0.300 s 0.00 0.00 0 0 0 0 0 0 0 0 W 12F=osw- 0 065 w. 3.40 0.78 " 141 123 418 96 b 0" " 0 � 0 NYBTG Default 0 300 w 15.69 31.04 18 0 286 565 0 0 0 0' NYBTG;Default 0 300 w•..:",. 0:00 :.:.,m 0,00 0 .,. ., 0 .. ...... Q._,,,.a_ ,9 0 _. . 0 _.._^.0 . _......__ •0 W 15B13-Owc-6 0,093 w 0.00 0.00 N 0 0 0 0 0 0 0 0 P,_.. .. .12C-0sw.:;;..,.. _.,. 0.091 _.- 4;76 .:'._0:76'... ::..191,_ 191 ',..:_.:.910. ..:M.;'144 .r. . 0 `..:,,,.. :0 :.;.......::R,, .. ' 0 C 16B-38ad 0.026 1.36 1.21 300 300 408 364 0 0 0 0 :. _ 0.029 - Cd.. ...: .18Br38w_.:.... :_.:':.' " ,. ::0.00 ;_,m:0.00_'.",._::' 1..0. :.._' 0' .'.. .,...:a0 0 M... ',0. .... :.0 _ , _ F 19A-21 bswp 0.045 - 0.00 0.00 0 0 0 0 0 0 0 -0 19A-21 bswp'.....: : :._'_:,,0.045:°..-. 0.00 ._,.;.'.0.00 0 .. 0.:. ....:..,0 .,_.;_.._,..r0..'....•,.; .0 : :0:. F 20P-21w 0.047 0.00 0.00 0 0 0 0 0 0 0 0 F,.': 21A-28t.... 0.022 :=. 0:00 ...`'0.00: 0 0 0 W ".".0 0 ''0 0 _..•.._��0 F, .. .. 22B-5wpm;..: ........0.449 - c. 0.00 0.00 ". .._.. 01 0 0 0-.._ 0 . , . ..0 0 ..• 0 r ..... ., 6 c)AED excursion 384 138 Envelope loss/gain 4779 3472 1563 1327 12 a) Infiltration 941 75 346 28 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 2674 1992 Subtotal(lines 6 to 13) 5720 6222 1910 3347 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 5720 6222 1910 3347 15 Duct loads 0% 0% 0 0 -0% 0% 01 0 Total room load 5720 6222 1910 3347 Air required(cfm) 617 617 206 332 a Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigtitso7FeW 2021-Nov-1316:48:36 .4P. Right-Suite®Universal 2021 21.0.08 RSU26095 Page 11 ...Youngs Avenue\4832_Youngs_Avenue_Permitting.rup Calc=MJ8 Front Door faces: N v Right-JO Worksheet Job: 2848 NEW YOBK �• IB 1140!M Date: Oct 27,2021 Master By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name Master Bath WIC 1 2 Exposed wall 21.8 ft 38.0 ft 3 Room height 9.1 ft heat/cool 9.1 ft heat/cool 4 Room dimensions 1.0 x 172.0 ft 1.0 x 176.0 ft 5 Room area 172.0 ftz 176.0 ft' Ty Construction U-value Or HTM Area (W) Load Area (W) Load number (Btuh/ft;°F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 �j 12F-Osw _._ _.. .0.065 n, -;0:000.00 _O__.__ ;,W p_" _.;_0.___ O __ ..0 ;___ 0 0 0 =G NYBTG Default 0.300 :n ; "0.00 :0.00'a 0: 0 0 . 0 : 0' . 0 0 0 t--G NYBTG,Default'`, 0:300 `' h i0.00 0.00 0" 0 0 0 r -• 0' ,0 W - 15B13-Owc-6 0.093 n 0.00 6.00 0 0 0 0 0 0 0 0 12F-0sw' -.'q' . .0.065 ';e�. 0.00' �..Oi00 •:, .;•' Q .-: � 0 .,Os' ';•' '.,0; �'_�•; ...,0.: �., °'•0 0 0 -NY .�_ a:_.W:. 0.300.:_a,-,__ 0.00 ._.0.00:, ', _0_` .�0__-,- 0 �M. 0 0_ 0_ 0. 0 W _ 15B1a-Owc6 �0.093--s--7 _ 0.00 0.00 _ T 0 _ 0- 0 0 0, 0 _ _ _ 0 _- 0 ,111/ ' 12F 0sw __LL_ ., 0,065 s-- 9:40 0:78 98 �5„_ :_ 52 114 '' 107 :3t32 63 _u ,,,,,; , NYBTG Defa ` ^` ' 0.300' ",s"' 15.69, ', 15.39..E:, " :-''32 0 i ;.. '494. . :485;.. ..;`;',r.7 10 ''.113;..• .''.111 0:300. 's 15.69 .'. S.39,.:. , 0.;• .0 ;,'., •:;:. 0.. ::'.:':: 0: ;!`' 'j', 0 i+"''':0 ult ;`• : 0' 0 NYB.T.G_Default._ _... a'._ 0.300 t s:: W___0.00 _ 0.00 .••� ' ;:0 .:___.0_. .,.._u__.0 -0- �,,.` 0 _ 0 1N 15B13-Owe 6 0.093 s 0.00 0.00 0 0 0 0 0 0 0 0 G NYBTG Default 0.300 s 0.00 0.00 0 0 0 0 0 0 0 0 _6_ 12F=0sw' _ .. .- _..__0.065"_w_ 340 "; 0:7t3 14 ^m 1-4 'a 4� -11 ,, 127 : 109; 371 ^T.; -85. NYBTG Default „0:300 , w a15,69` .'31:04 0.?,` 0. 0; 0 1$ 'O 2W 565 NYBTG Default .>.. 0.300 w_ .,..0.00 _0.00 :. `0 ._,_,> 0 _ 0 0, _. 9 0" W 15B13-Owc-6 0.093 w 0.00 0.00 0 0 0 0 0 0 0 0 �... __ .._. _.__...__.._. _ _ - _-- -__-__-_ ---- _ _ _ ___--.__-,____- P 12Cr.Osw. :_ _...• �w:.. 0.091 . .-' 4.76._.. _..0.76' .._86: ,,-:.c-:.�._:.. .....411 _:... _._65 __._ ._ 105,.._..w._;105 '._;_xg98 w;_.a 79 C 16B-38ad 0.026 1.36 1.21 124 124 169 151 176 _ 176 239 214 029 - 0,00... 0.00:'�.;11 0 .0 :... A _._.,:0 0 ,.,_. ,._ ,0.•.._=0 _.., - F 19A-21bswp„,__ _., 0.045 - 0.00 0.00 0­,", _0_.._ ._..0 ...-.r_.0, .0 0 0 P:- _. .: 0.045 ;_ .,.__.0,00-__.°0:00 _:. : TO „ .0_; "'.'.. 0: 0. 0 ' 0. _:.0 F 20P-21w 0.047 0.00 0.00 0 0 0 Y -0 0 0 0 0 0:022_._-_. .. 0.00 ,_0:00._....:: _O' _9:_.. _ :-::0.,. 4'._ _.'.0.,1.: 0 '-_ 0 _ 0 F 22B-5wpm _,-- 0.449 - 0.00 0.00 0 0 0 0 0 0 0 0 _ .. - - - 777 - -�- - - 6 c)AED excursion 78 167 Envelope loss/gain 1346 841 1869 1304 12 a) Infiltration 188 15 407 33 b) Room ventilation 0 0 01 0 13 1ntemal gains: Occupants @ 230 0 0 0 0 Appliances/other 341 341 Subtotal(lines 6 to 13) 1534 1197 2276 1678 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1534 1197 2276 1678 15 Duct loads 1 -0% 0% 0 0 -0% 0%1 01 0 Total room load 1534 1197 2276 1678 Air required(cfm) 165 119 246 166 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - }i- wrYgF�tso7't- 2021-Nov-1316:48:36 """° """"'"`' Right-Suite@ Universal 2021 21.0.08 RSU26095 Page 12 ...Youngs Avenue\4832_Youngs_Avenue_Permitting.rup Calc=MJ8 Front Door faces: N New Right-JO Worksheet Job: 2848 roaK +'r® a alai oiNy Second Date' Oct 27,2021 By: Tom Baccarella New York Building Technology Group 159 Rl 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name Second Bed 3 2 Exposed wall 128.5 ft 25.5 ft 3 Room height 9.3 ft d 8.1 ft heat/cool 4 Room dimensions 1.0 x 182.8 ft 5 Room area 795.3 ft2 182.8 ft' Ty Construction U-value Or HTM Area (ft0 Load Area (ft') Load number (Btuh/ftz°F) (Btuh/ft5 or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-0sw o.065 •n 3:40 '0:78 223 _'" ., 195',..' " ..;662'. ;,_m...152 - ._ 0 0 0 '.° -'0 NYBTG Defatilf`t, rr 't ';'0:300,•.n ;;.'..;,15.69.'; "'8.56• '" '28 0., 439 ::.;r'r240,-, .',+,M 0 ;. .. 0 ;✓;. -.',. 'p p NYBTG Default. ,;,;;. `. '"0:300'" n.' 0:00 000' 0 _ 0' y 0 ` 0 0 w 15B,13-Owc-6 ....._ . 0.093 _ n_ ,0.00,. _0.00..»...... 0 0 0 ......,_., .o_%L p 0 0 „0 11 W'` .12F-Os 0 065 a:' -" 3.40 `". 0 78 298 298 1012� 232 ''. 95 .95 .324, I - w 0. ,. ,.: ,,74 �-=G NYB.T.G Default... ° :.":,0.300_`,a 00 L:,.r'.A00= :_y_.. 0.:.' 0 ._-._.0-. .--._.,..r,0, ,.._., .."0....... .._:0:. _> 0_'_a .,>.w,0 W_ ._. 15B13-Owc-6 ..r.W. 0.093 e . ,...0.00 . . 0:04 .,..........0 . .. 0 0...__ 0 0 .... _ _ 0_ .-. 0 . 0 W .••.' '12F.Osw 0.065 ",s 3:40 0.78" ::'273 143 "488 ",°` .112, 111 :72.' 244:;', :;." 56 NYBTG Default :.0.300 :"s . ' 15:69 r,,';,15:39 °' :;`. •37 0 586'';.^""r575." 19 0 293' ,',;`'287 NYBTG.Default Y,, - 0.300 s 0 00. ,: .,0.00 0 0 . .tl ,0...; , ..0 0 :,°'pM.: ,.';r0 0 ' NYBTG Default -"-A300 s'...._. '15.69 ,":,:-_15:39 .:.».'-'::42-:.::......"_0.: :<....659: 646 .:.' :..:21 : 0 329 i.;_:'-323 yJ 15B13-0wc-6 0.093 s 0.00 0.00 0 0 0 0 0 0 0 0 -, _ NYBTG Default 0.300 s 0.00 0.00 0 0 0 0 0 0 0 0 W': 12F 0sw ,_, .. , . ...:,0.085` w 3:40'' :.:'µ 0:78':•`:.:.,298° 298 :':'' 1012 232 O.f._. .,..e_. i,i'0 0 NYBTG;Default."',". :0.300 C.0:00 0.00 0 0 0 '0 ,0 0 0 0 NYBTG,Pefault,' 0.300 w 0:00„....'0.00 ,:. ::°"..-0 ::: _ 0 $.\.. .0 _.. .,. .•0 0 0 ' 9 w 15B13-0wc-6 0.093 w 0.00 M »0.00 0 0 0 0 0 0 LL V 0 W 0 P•' -.. 12C7'0sw 0;091 A,00 _A.00: 0 0 0 0 0 >0 ..,_+>, .0 - .. 0 C 16B-38ad 0.026 1.36 1.21 918 918 1248 1114 183 183 249 222 ,» _. ",�...,.'..'._:.�...,0:029 .=. .,.0.00.,:.:,,:.0.00-�'.::: s.0 , 0 �0: 0'�... 0. .,0�, , F 19A-21bsw 0.045 0.00 0.00 0 0 0 "0 0 0 0 x 0 '19A-21bsw 0:045 88 ,•;,' _ .. _...._..-P :_F.. .:.r 1: .»�'",.Oi33,,r.: , F 2OP-21w 0.047_ 2.46 0.31 8 8 18 2 ' 0 0 0 0 F' 21A-28t ;- :-'0.022 0,'0 _ :0;00 0 0 0.' 0` 0' ,< 0' F 22B-5wpm 0.449 0.00. 0.00 0 0 0 ; 0 _0 0 0 0 ,,....... ,. ................r. - ., -. ... - - --,.. ,. - __ _ _ ... , w V. , 6 c)AED excursion 334 175 Envelope loss/gain 61291 3640 1438 1138 12 a) Infiltration 1756 140 348 28 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 7141 1400 Subtotal(lines 6 to 13) 17885 10922 1787 2566 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 7885 10922 1787 2566 15 Duct loads 152% 22% 4093 2368 52%1 229/b 928 556 Total room load 11978 13290 2714 3122 Air required(cfm) 617 617 140 145 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -f4d- wrigFstsolFt� 2021-Nov-13 16:48:36 �A -`-" "-'---^`-11 Right-Suite®Universal 2021 21.0.08 RSU26095 Page 13 ...Youngs Avenue\4832_Youngs_Avenue_Permitting.rup Calc=MJ8 Front Door faces: N v. Right-J®Worksheet Job: 2848 mrw voaK ;{ Is°11D"." Second Date: Oct 27,2021 By; Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name Bed 4 Bed 5 2 Exposed wall 29.5 ft 35.8 ft 3 Room height 8.1 ft heat/cool 8.1 ft heaticool 4 Room dimensions 1.0 x 188.6 ft 1.0 x 213.9 ft 5 Room area 188.6 ft' 213.9 ftz Ty Construction U-value Or HTM Area (ft� Load Area (ft� Load number (Btuh/ftx•"F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1N 12F-0sw ..0.065._ . " n 3.40 0.76;;"= V,^.O ., 0 0 0 :•. 87 7'' :: 78 „.".264` 61 NYBTG Default" ;- 0.300. 'n .15.69 , „8.56 0 0 0 0 9 0, 146 80 NYBTG,'Default .: t .._-0.300 .'n .::i.':'0.00„"• ,. ,0.00<..._'.. 0 0 0 .._r...r0 ._ ... 0 0 .-.__..w':0 W 15B 13 owc 6 0.093 n 6 0 0 0 0 0 0 0 11 :';:.' 12F-0sw':: .." .065 e. 3.40 8 0.7 0 0 0^'c 0' 203 V1/ "'­0 203" 686 '158 �-G 'NYBTG•Default°..:•: .:_.:._:..:.0.300__e',%,.,.,0.00:.. `s_O.00i;.":: '.,. ;0 .0 ... : M,-._,0 .:::wa..:;:0 ':'..... .._0.: . .....:.,0'm ::;' ..._.0:: W. 15B 13-0wc-6 0.093 e. 0.00 .....0.00_ _.. 0 ., 0 0-- .."...,..0 0 0 0... 0 W . 12F-0sw -,,:..,. 0:065 s. 3.40, ..".;0:78 111' . 72 f.244 ..., 0.. . .0.,, NYBTG Default 0.300 s 15.69 15.39 19 0 293 287 0 0 0 0 NYBTG Default 0.300 s 0.00 0.00 0 ' 0 0 .0 ' '0 .0 0 0 NYBTG Default.__....._: .i_;:.0.300 " s 15.69" :' ;39 ._.'. 21'. 0 _. ,329 _a:.,323 i:'.. 0 0,_. _._..0 . ....._.-0 VU 15B13-0wc-6 0.093 s 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG Default 0.300 s _ 0.00 0.00 0 0 0 0 0 0 0 0 0.065 'w 3.40•;;" 'Or78„'i:,`''"' 126 -: 128 ;434`„ 100;, 0 r ':. 0 NYBTG Default,'' r b:300 wr 0.00 ..;'0.00 ' 0 0' 0 '.,.r- Ili i0: 0 0: 0 0 0:300 W. OAO 0.00 0 0 0 W 15B13-0wc-6 0.093 w 0.00 0.00 0 0 0 0 0 0 0 0 .,.,. P.' .. '12CrOsW.'. .."... r,r. •t..', 0.091 ".r.; .. 0.00 `:.�0.00'.�..<.;t,'0 ".•.. 0. ."'`.','��.x0�;::':;,i::.°..0 .;..... ::0. '.•_. 0",. ...";.0::.,.:.:.''.:.^.,0 C 1613-38ad 0.026 1,86 1.21 189 189 256 229 214 214 291 260 -. . , C'. 18B_38w 0.029 0.00' 0;00: _......,:'o' ...., 0 0...- _. ,.,... ... 5..._..�_ F 19A-2lbswp 0.045 0.00 0.00 0 0 0 0 0 0 0 0 ,._. .,.I F,-: ,_ ,19A=21bsw _ "a _ . w:w....... _,., _. .,,.. _ _p_,_. .. . 0:045 ii88... ._."0.33;' 0, 0 a'0 i> 0 : ;0 :0 0_ 0 F 20P-21w 0.047 2.46 0.31 0 0 0 0 1.8 8 18 2 .21A728t 0.022;..., " ,,..r_6.do 0:00 '.., ,_. 0 •... .,0< 0 :.__ i0 0' . ,, .. 0"W.e..,.a0 .,.._.. 0 _• ,. .,.. .. 22B-5wPm._., _._,._... .., ,.,.,0.449 - . 0.00 ,..,. 0.00." _ .. 0 0 0 +0 0 "0__" 0 "" 0 , , i. 6 c)AED excursion 175 6 Envelope loss/gain 1556 1170 1408 555 12 a) Infiltration 403 32 488 39 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 1400 1400 Subtotal(lines 6 to 13) 1959 2602 1897 1994 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1959 2602 1897 1994 15 Duct loads 1 52% 22%1 1017 564 52% 22% 985 432 Total room load 2976 3166 2882 2426 Air required(cfm) 153 147 148 113 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -F�F- wrYgF�tsoft^ 2021-Nov-1316:48:36 Right-Suite®Universal 2021 21.0.08 RSU26095 Page 14 ...Youngs Avenue\4832_Youngs_Avenue_Permitting.rup Calc=MJ8 Front Door faces: N NEW YORKRight-JO Worksheet Job: 2848 I6 UI+IpiNO, Second Date: Oct 27,2021 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495 0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name Bath 3 Loft 2 Exposed wall 17.5 ft 0 ft 3 Room height 8.1 ft heat/cool 8.1 ft heat/cool 4 Room dimensions 6.8 x 10.8 ft 1.0 x 122.5 ft 5 Room area 72.6 ft2 122.5 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/112-°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-Osw . ..' 0.065 n,. ,3.40 0.78;:..,...._,55 55";.,,ro ^:•186.'..^ :, 43 0_- 0 ...._. -..,.Y.`0 V"• ., o ,0 NYBTG.Default 0.300 n 15.69. 8r56 0 0 0,• A 0 0 0 0 ���-----GGG NYBTG"Default 0.300 ,n�. -,0'00, :0. 00 0 0 0 0 . 0', ' '0 _, ._.. ........ ._.__. -._.-. . W 15B13 Owo-6 0.093 ...n..- 0.00 0.00 .. 0 . ... 0 . ..-_ .O.,.. ,u....w 0 0 0 O .._,,. _. 11 .W 12F-0sw.,', '• .'•..: - 065 "e 3.40 e^0:78 - 0 0 p ".'..;: '. .;0 ,:' ..,". 0 ;. "p �.,i,.. °0 ,.`, '. 0 NYBTG.DefeUI 0.300 "e. 0.00, <0:00 _....' 0 . 0_.:.. 0 ;'. 0 ...a.:..'..0.. _ '.0 w, r. 0 ,x_ ..:.. 0 W 15B13-0wc-6 0.093 a 0.00 0.00 0 0 0 0 0 0 0 _ 0 W,•," .12F=0sw, 0.065• s . . 3.40 ...:0:78;:: 0' ." 0 0 .0 _..,0 „0 w._6 . 0 NYBTG,Default :0.300 s 15.69 ',.'15.39 0 0 0 0 0 0 ": 0 •0 0.00 NYBT.G,'Default 1,10.300 ;:,as , 15.66 .._•:15.30., .;.,.,.: 0:_- ::`. -0 . r^.:' 'x..0,. . 0. 0 .. .. .;.0".::,'. _.0 ...: ..:0. 15B13-0wc-6 0.093 s 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG Default , •, 0.300 s 0.00 0.00 0 0 0 _ _ 0,... ... 0 0 ... 0 ,._ .....„,_0 w', ;. 3.40 0.78 , 87 87 296 68 0 0" 0 :' 0 NYBTG:Default 0.300 "w 0.00 `,:;-0.00 0 0' 0 ' 0 0 0 ; 0 0 NYBT-G,pefauIt _ 0.300 ;w, 0,00 `0.00 :.. " 0 0 0; 0' 0 --0 0.. 0. • W 15B130wc-6 0.093 w. 0.00 .,..,...0.00 :._...0 . _. 0 0 0 0,. 0 .._... 0 .__ ... 0 P. 12C-0sw;_ 0.091 r: 0.00 0:00" ._. . . ' 0" 0 0:,s M.. O,::,:; '0 .. .0 ._._._. „.0. ..A.., :0 C 16B-38ad 0.026 1.36 1.21 73 73 99 88 123 123 167 149 18B-38w. ...: m ...:':':.:'..:::;0.029 0.00 0:00 0 0`,.__.._.. w :5.._ 0 0 0 _0 F 19A-21 bswp 0.045 - 0.00 0.00 0 0 0 0 0 0 0 0 F. ]9A-21bswp......__.i . :..,:...0.0451:-.. , .1.88 ..a .0.33: 3 3 ...: .. ,,5 .._, s ;:...1 0 i•.'a,'0;:_.,_.:.,`0, F 20P-21w 0.047 2.46 0.31 0 0 0 0 0 0 0 0 F,, 21A�281:.:,^r`.,':..'.' " " 0,022.• r'. ., D.00 ` ."'0.00,. . .. 0' 0 0 0 0 ., < .- 0 __... __0 0 F. 22B-5wpm_,. ... .._._ 0.449 0.00 .... ..,0.00 0 0 :. . . 0 -. ,... 0 " 0 0 0 0 _. 6 c)AED excursion -1 -3 Envelope loss/gain 1585 199 167 145 12 a) Infiltration 239 19 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 1050 Subtotal(lines 6 to 13) 825 218 167 1195 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 825 218 167 1195 15 Duct loads 52% 22% 428 47 52%1 221/6 86 259 Total room load 1253 265 253 1455 Air required(cfm) 65 12 13 68 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -ti.t- wrtghtsoTt^ 2021-Nov-13 16:48:36 Right-Suite®Universal 2021 21.0.08 RSU26095 Page 15 ...Youngs Avenue\4832_Youngs Avenue_Permitting.rup Calc=MJ8 Front Door faces: N NEW YDRK IB'II,IIDLN� Right-J®Worksheet Job: 2848 Second Date: Oct 27,2021 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nyblg.com Web:www.NYBTG.com 1 Room name Laundry 2 Upper Hall 2 Exposed wall 0 ft 20.3 ft 3 Room height 8.1 'ft heat/cool 8.1 ft heat/cool 4 Room dimensions 3.8 x 4.0 ft 10.0 x 12.3 ft 5 Room area 15.0 ft' 0 ft2 Ty Construction U-value Or HTM Area (ft� Load Area (W) Load number (Btuh/ftk-°F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool r ' , : a ; D6 078 81 .,.' 62;.` `^.212;,; -G •NYBTG Default'„..ry;. 0.300 � 15.69 8 56 0 0 U; 0 0 19 0 293 . 160 NYBSGwDefault;,µ _ •.0:300 n_ 0:00 0 00 0 0 ;'• 0 0 0 .-0 0 0 �. .,, S„„.... ., .. 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"._. ..:.0 . .u....,..r.0 ._"....:0w .:.. ..,,6 ,. ... 0_ ;..o M"__ .,._0 W 15B13-Owc-6 0.093 a 0.00 0.00 0 0 0 0 0 0_ 0 0 ,. _ W 12F-Osw. 0.065 ' s 3.40-: .. 0.78 0 0 ...: 0.': .' :. 0 .•;•, :';,.p 0 0 .,0. � NYBTG Default '-0.300 s.: d5:69 ^.,15.39° "0, 0:, 0..`, 0', 0 0 0 ' `°• ''0 G NYBTG Default:.',,`, _ 0.300 :.s 0.00. ::.`O;Op,:. .: D 0: „p' D,';'.., D 0 a., 0 ,,:. .; .0 _L- NYBTG.Default__ ":.i ° .'• 'Oi300 ,s j,• .,,15.69 x_15.39 ._et ;...0 0.:.= ..0 _-.:..._. 0 , _. 0 0 __., -._..0 ".-,.._: ,D r_ 15B13-Owc-6 0.093 s 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG Default 0.300 s 0.00 0.00 0 0 0 0 0 0 0 0 12F-0sw..... _... :0.0B5: w. ... -3.40,' O.ZB ^:ys;0 .:. 0 w,0". :0<_ .....83. ,63 "._..282 NYBTG Default, 0.300 w. 0,00 "�.0.00:;.} ,,-0 0 ':` 0 ., .O t,., 0 0 `'4 5, 0 '; 0 NYBTG Default ;:, . .. ..'.0:300,.,w, - ,,,0:00 .w„__0.00....:::.:.:.`.,0 0 W,. 15613-0wc-6 ., 0.,093 w 0.00 _ 0.00, 0 0 0. . _ -. .0 0 ?.;.'. ' .12C-Osw .x,... 0.091 - 0.00 :.:'.,0.00,.:' .,'.:.';0: 0::.":'.-;....0 0 .,•.•:..';0 C 1613-38ad 0.026 1.36 1,21 15 15 20 18 123 123 167 149 ...:............0.029 .,-.., _0.00'. __.0.00:: 0 a 0' 0 0. 0 00,.: ^..'.:0. F 19A-21bsw 0.045 - 0.00 0.00 0 0 0 0 "_ - 0 0 0 0 F_. . _19A72jbswp., - 045 1.88 :.0,33:.: 0 .. 0 ..-. . F 2013-21w 0.047 2.46 0.31 0 0 0 0 0 0 0 0 F., ,.. 21A-28t"_...,._.. :,. .:,. 0.022 6,00. ..':.'.0.00 ,.;:.`,.t:_0 0... ,. 'DW.Y'r... .,'.0: :.: ... 0 . . _,...., ...,..._.._ F.... .,. 22B-5wpm......_. ., 0.449.. - . 0:00 .,,...0.00.__„.,. .,0 ... ..,..0 0 .-.:.:: ...-0 ....,....,. .0 . - 0 0 0 77, •v , , , , 6 c)AED excursion -2 -4 Envelope loss/gain 20 16 954 418 12 a) Infiltration 0 0 277 22 b) Room ventilation 0 0 01 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 841 1050 Subtotal(lines 6 to 13) 20 857 1230 1490 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 20 857 1230 1490 151 Duct loads 152% 22% 11 186 52B/o 22B/o 639 323 Total room load 31 1043 1869 1813 Air required(cfm) 2 48 96 84 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. AF- wrYghtsoft" 2021-Nov-1316:48:36 ...... Right-Suite®Universal 2021 21.0.08 RSU26095 Page 16 ...Youngs Avenuel4832_Youngs_Avenue_Permitting.rup Calc=MJ8 Front Door faces: N N First Floor 110 cfm 110 cfm Living "108 fm �166 cfm ,166 cfm '-165 cf 123 cfm 127 cfm `8" `8" 110" 110" 110" "89 cfm Office `7 116 x 13 Master Bath WIC 1 123 cfm Master Bed %t o 012 10 ,8" "89 cfm Betl$" Great Room 1167 cfm I ,7. Powder 4 cfm \18„ `6 10x10 0x 10\20x 10 \10x10 \toxic `16x 10 \lc x10 `8" \7 Mud �27 cfm 4 cfm Bath 2 24 cfm `14" `6 .g. Hall Garage 4R.er cfm `124 cfm Foyer IGtchenPantry Ret Riser 12 x 14 Su 16 z 10 \ Job#: 2848 New York Building Technology Group Scale: 1 : 144 Performed by Tom Baccarella for: Page 1 4832 Youngs Avenue-Southold, NY 159 Rt 25A Building 1 Suite B Right-Suite®Universal 2021 PO Box 1253 Miller Place, NY 11764 21.0.08 RSU26095 Southampton, NY 11969 2021-Nov-13 16:49:05 P Phone:om Tom@nybtg.com ...832_Youngs Avenue Permitting.rup Phone: (631)379-8435 www.NYBTG.com Tom@nybtg.com zacharvc1anahanOgmail.com N Level 2 t7' 7­17772 clmBed 3 17' '-77 cfm I7" Laundry 2 72cfm 10x10\14x106 '14 cfm �14x10 114, —617 cfm 11 O x 10 Loft Bath 3 \74 cfm7e 17" �fi5 cf 17' "68 cfm Bed 5 17' 74 cfm Upper Hal 8'-%cfm Job#: 2848 New York Building Technology Group Scale: 1 : 144 Performed by Tom Baccarella for: Page 4832 Youngs Avenue-Southold, NY 159 Rt 25A Building 1 Suite B Right-Suite®Universal 2021 PO Box 1253 Miller Place, NY 11764 21.0.08 RSU26095 Southampton, NY 11969 2021-Nov-1 3 16:49:05 p Phone:om Tom@nybtg.com ...832 Youngs Avenue_Permitting.rup Phone: (631)379-8435 www.NYBTG.com Tom@nybtg.com zacharyclanahan@gmail.com N Basement 135 cfm 8" 1-115 cfm %86 CB.d6 �g6 cfm 115 cfm ,8. .g• 17. 17. Open Area 1j124x 1100 11 x 10 Rec/Lounge ,g. 16^ 114 10 6 7 cfm "135 cfm j., '-27 cfBath 1 up 16 x 10 Job#: 2848 New York Building Technology Group Scale: 1 : 144 Performed by Tom Baccarella for: Page 3 4832 Youngs Avenue-Southold, NY 159 Rt 25A Building 1 Suite B Right-Suite®Universal 2021 PO Box 1253 Miller Place, NY 11764 21.0.08 RSU26095 Southampton, NY 11969 Phone:631-495-0289 2021-Nov-13 16:49:05 Phone: (631)379-8435 www.NYBTG.com bt Tom n com •••832 Youngs Avenue_Permitting.rup zacha clanahan@ mail.com @ Y g Duct System Summary Job: 2848 NEW YOBK i19, � BUILDING Date: Oct 27,2021 Basement By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495.0289 Email:Tom@nybtg.com Web:www.NYBTG.com For: 4832 Youngs Avenue- Southold, NY, Zachary T Clanahan Architect PO Box 1253, Southampton, NY 11969 Phone: (631) 379-8435 Email: zacharyclanahan@gmail.com Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.27 in H2O 0.27 in H2O Available static pressure 0.23 in H2O 0.23 in H2O Supply/return available pressure 0.180/0.050 in H2O 0.180/0.050 in H2O Lowest friction rate 0.067 in/100ft 0.067 in/100ft Actual air flow 617 cfm 617 cfm Total effective length(TEL) 346 ft Design Htg Clg Design• Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln (ft) Ln(ft) Trunk Bath 1 h 534 27 2 0.067 6.0 Ox 0 VIFx 45.3 225.0 st13 Bed 6 c 1122 66 86 0.087 7.0 Ox 0 VIFx 37.0 170.0 st14 Bed&A c 1122 66 86 0.077 7.0 Ox 0 VIFx 28.5 205.0 st14 Open Area h 2715 135 107 0.079 8.0 Ox 0 VIFx 58.8 170.0 st13 Open Area-A h 2715 135 107 0.068 9.0 Ox 0 VIFx 59.8 205.0 st13 Rec/Lounge c 1501 93 115 0.070 8.0 Ox 0 VIFx 25.3 230.0 st13 Rec/Lounge-A c 1501 93 115 0.071 8.0 Ox 0 VIFx 39.3 215.0 st13 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st3 Peak AVF 617 617 0.067 634 12.5 10 x 14 ShtMetl st13 Peak AVF 484 445 0.067 581 11.4 10 x 12 ShtMetl st3 st14 Peak AVF 133 172 0.077 247 7.5 10 x 10 ShtMetl st3 - Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening (in) Matl Trunk rb2 Ox 0 617 617 75.3 0.067 442 16.0 Ox 0 VIFx -�- wrightsoft- 2021-Nov-1316:48:38 �� .w.ave•.m.w,F..��-,•, Right-Suite®Universal 2021 21.0.08 RSU26095 Page 1 ...Youngs Avenue\4832_Youngs_Avenue_Permitting.rup Calc=MJS Front Door faces: N Duct System Summary Job: 2848 NEW YORK s BUILDING Date: Oct 27,2021 ® First By: Tom Baccarella IG"ODODA New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com • - fdrma, iOn For: 4832 Youngs Avenue- Southold, NY, Zachary T Clanahan Architect PO Box 1253, Southampton, NY 11969 Phone: (631) 379-8435 Email: zacharyclanahan@gmail.com Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.27 in H2O 0.27 in H2O Available static pressure 0.23 in H2O 0.23 in H2O Supply/return available pressure 0.175/0.055 in H2O 0.175/0.055 in H2O Lowest friction rate 0.057 in/100ft 0.057 in/100ft Actual air flow 1167 cfm 1167 cfm Total effective length (TEL) 402 ft Ni- ® • ® - • Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln (ft) Ln(ft) Trunk Bath 2 h 474 27 7 0.103 6.0 Ox 0 VIFx 9.5 160.0 st5A Bed 2 h 1571 89 76 0.111 7.0 Ox 0 VIFx 18.5 140.0 st5 Bed 2-A h 1571 89 76 0.123 7.0 Ox 0 VIFx 17.3 125.0 st5A Foyer h 1333 75 29 0.075 7.0 Ox 0 VIFx 38.8 195.0 st4A Great Room C 2426 78 127 0.095 8.0 Ox0 VIFx 19.3 165.0 st4 Hall h 1125 64 59 0.070 7.0 Ox 0 VIFx 33.8 215.0 st4B Kitchen C 2366 96 124 0.113 8.0 Ox0 VIFx 25.5 130.0 st4 Kitchen-A c 2366 96 124 0.102 8.0 Ox 0 VIFx 21.5 150.0 st4 Laundry C 1122 53 59 0.067 6.0 Ox0 VIFx 55.5 205.0 st4B Living C 2107 109 110 0.099 7.0 Ox 0 VIFx 47.8 130.0 st4 Living-A c 2107 109 110 0.089 8.0 Ox 0 VIFx 37.3 160.0 st4 Living-B c 2107 109 110 0.093 8.0 Ox 0 VIFx 49.3 140.0 st4 Mud h 604 34 6 0.057 6.0 Ox 0 VIFx 51.0 255.0 st4C Office c 2070 26 108 0.076 8.0 Ox 0 VIFx 44.8 185.0 st4A Pantry h 2001 113 42 0.117 7.0 Ox 0 VIFx 19.8 130.0 st5 AL - - wrightsoft® 2021-Nov-1316:48:38 AM "wr•A•,D m-w,.• gym,,, Right-Suite®Universal 202121.0.08 RSU26095 Page 2 ...Youngs Avenue\4832_Youngs_Avenue_Permitting.rup Calc=MJ8 Front Door faces: N e • D - s Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st4C Peak AVF 34 16 0.057 49 4.4 10 x 10 ShtMetl st4B st4B Peak AVF 151 123 0.057 218 7.6 10 x 10 ShtMetl st4A st4A Peak AVF 252 260 0.057 375 9.3 10 x 10 ShtMetl st4 st4 Peak AVF 849 966 0.057 696 15.2 10 x 20 ShtMetl st5 Peak AVF 318 201 0.103 458 8.9 10 x 10 ShtMetl st5A Peak AVF 116 83 0.103 167 6.1 10 x 10 ShtMetl st5 Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening (in) Matl Trunk rb1 Ox 0 1167 1167 95.8 0.057 660 18.0 Ox 0 ShMt wrightsoft® 2021-Nov-1316:48:38 Right-Suite®Universal 2021 21.0.08 RSU26095 ,OiM Page 3 ...Youngs Avenue\4832_Youngs_Avenue_Permitting.rup Calc=MJ8 Front Door faces: N 1 Y Duct System Summary Job: 2848 NEW YOflK ?� y IBUIu DING Date: Oct 27,2021 o Master By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com D role • • For: 4832 Youngs Avenue- Southold, NY, Zachary T Clanahan Architect PO Box 1253, Southampton, NY 11969 Phone: (631) 379-8435 Email: zacharyclanahan@gmail.com Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.31 in H2O 0.31 in H2O Available static pressure 0.19 in H2O 0.19 in H2O Supply/return available pressure 0.113/0.077 in H2O 0.113/0.077 in H2O Lowest friction rate 0.041 in/100ft 0.041 in/100ft Actual air flow 617 cfm 617 cfm Total effective length(TEL) 464 ft • • : ® - F 11t Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln (ft) Ln(ft) Trunk Master Bath h 1534 165 119 0.041 10.0 Ox 0 VIFx 41.3 235.0 st10 Master Bed c 1673 103 166 0.048 10.0 Ox 0 VIFx 46.3 190.0 st11 Master Bed-A o 1673 103 166 0.043 10.0 Ox 0 VIFx 37.3 225.0 st11 Wlc 1 h 1138 123 83 0.041 9.0 Ox 0 VIFx 51.3 225.0 st10 WIC 1-A h 1138 123 83 0.047 9.0 Ox 0 VIFx 52.5 190.0 st10 e • ® - • Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st2 Peak AVF 617 617 0.041 555 13.8 10 x 16 ShtMetl st10 Peak AVF 411 285 0.041 493 11.8 10 x 12 ShtMetl st2 st11 Peak AVF 206 332 0.043 478 10.8 10 x 10 ShtMetl st2 • Grille Htg Cig TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening (in) Matl Trunk rb3 Ox0 617 617 187.8 0.041 577 14.0 Ox 0 ShMt rrs1 A= wrightsoft® 2021-Nov-1316:48:38 - .-..r a«m .F..ry�-�., Right-Sui Universal 2021 21.0.08 RSU26095 �� te® Page 4 ...Youngs Avenue\4832_Youngs_Avenue_Permitting.rup Calc=MJB Front Door faces: N Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk rrs1 Peak AVF 617 617 0.041 529 13.8 14 x 12 ShtMetl Bold/italic values have been manually overridden - - wrightsoft® 2021-Nov-13 16:48:38 •N.k a. �w -n m�r Right-Suite®Universal 2021 21.0.08 RSU26095 Page 5 ...Youngs Avenue\4832_Youngs Avenue_Permitting.rup Calc=MJ8 Front Door faces: N Duct System Summary Job: 2848 NEW YORK ,aco BUILDING Date: Oct 27,2021 0l I °° Second By: Tom Baccarella New York Building Technology Group 159 Rl 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com ® ® • • For: 4832 Youngs Avenue- Southold, NY, Zachary T Clanahan Architect PO Box 1253, Southampton, NY 11969 Phone: (631) 379-8435 Email: zacharyclanahan@gmail.com Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.27 in H2O 0.27 in H2O Available static pressure 0.23 in H2O 0.23 in H2O Supply/return available pressure 0.138/0.092 in H2O 0.138/0.092 in H2O Lowest friction rate 0.057 in/100ft 0.057 in/100ft Actual air flow 617 cfm 617 cfm Total effective length (TEL) 404 ft • • : ® ' • Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln (ft) Ln(ft) Trunk Bath 3 h 1253 65 12 0.057 7.0 Ox 0 VIFx 17.0 225.0 st8 Bed 3 c 1561 70 72 0.073 7.0 Ox 0 VIFx 19.0 170.0 st7 Bed 3-A c 1561 70 72 0.058 7.0 Ox 0 VIFx 11.0 225.0 st7 Bed 4 h 1488 77 73 0.061 7.0 Ox 0 VIFx 21.0 205.0 st7 Bed 4-A h 1488 77 73 0.060 7.0 Ox 0 VIFx 15.0 215.0 st7 Bed 5 h 1441 74 56 0.057 7.0 Ox 0 VIFx 12.0 230.0 st8 Bed 5-A h 1441 74 56 0.061 7.0 Ox 0 VIFx 20.0 205.0 st8 Laundry 2 c 1043 2 48 0.058 6.0 Ox 0 VIFx 9.8 230.0 st7 Loft c 1455 13 68 0.061 7.0 Ox 0 VIFx 11.0 215.0 st8 Upper Hall h 1869 96 84 0.072 8.0 Ox 0 VIFx 20.8 170.0 st8 • •WOMEM. • Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st1 Peak AVF 617 617 0.057 635 12.9 10 x 14 ShtMetl st7 Peak AVF 295 340 0.058 490 10.3 10 x 10 ShtMetl st1 st8 Peak AVF 322 277 0.057 464 10.1 10 x 10 ShtMetl st1 " wrightsoft® 2021-Nov-13 16:48:38 <.*•�°ate w.,w- gym,., Right-Suite®Universal 2021 21.0.08 RSU26095 Page 6 ...Youngs Avenue\4832_Youngs_Avenue_Permitting.rup Calc=MJB Front Door faces: N Tible Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening (in) Mad Trunk rb4 Ox 0 617 617 161.7 0.057 577 14.0 Ox 0 VIFx rt1 • Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk rt1 Peak AVF 617 617 0.057 577 14.0 0 x 0 ShtMetl -Fp- wrightsofte 2021-Nov-13 16:48:38 T..• Right-Suite®Universal 2021 21.0.08 RSU26095 Page 7 ...Youngs Avenue\4832_Youngs Avenue_Permitting.rup Calc=MJB Front Door faces: N HVAC Design Calculation in accordance with ACCA Manual J,D,& S Manual J Eighth Edition V.2 For 4832 Youngs Avenue - Southold, NY Zachary T Clanahan Architect PO Box 1253 Southampton NY 11969 (631) 379-8435 Prepared by:..Thornas"Baccarellw in accordance.with ACCA Manual V. eiiitioh;.V2, ,signature• Date:" 11/15/2021 Disclaimer New York Building Technology Group Inc. Disclaimer Clause for Manual J, S and D load, design calculations and equipment selection This document is intended as a preliminary design document for permitting purposes only. All information, calculations and other items appearing in this document are based on the blue prints provided by the client, NYS code, ACCA design guidelines, and/or using default interior design loads. These loads are subject to change based on the specific requirements of the occupants. Any changes to design loads should be made using ACCA design guidelines and documented according to the guidelines of the building dept. The design professional and/or a contractor may alter the design and/or installation as they see fit based on site conditions. These changes must be in accordance with ACCA guidelines and New York State residential building code. New York Building Technology Group Inc. shall not be liable for any damages, losses, expenses or other liabilities whatsoever arising in connection with the use of, or inability to use, the herein calculation documents by any party, or in connection with any failure of performance, error, omission, interruption, defect, suspension, delay in operations in the use or interpretation of this document, whether or not New York Building Technology Group Inc. has been advised of the possibility of such damages, losses, expenses or liabilities. New York Building Technology Group Inc. makes no warranty, statement or representation with the use of this document or with respect to the accuracy, completeness, or usefulness of the information, calculations and other items contained herein. 169 Route 26A Building 1 Suite B Miller Place,MY 11764 Telephone:631 495-0289 Fax:631 389-2808 Email:Gene@nybtg.com Revised August 30,2017 Manual S Compliance Report Job: 2848 Date: Oct 27°a 2021 ` NEW YORK *°+ BUILDING '� �dwo° Basement By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com For: 4832 Youngs Avenue- Southold, NY, Zachary T Clanahan Architect PO Box 1253, Southampton, NY 11969 Phone: (631) 379-8435 Email: zacharyclanahan@gmail.com • • • . • Design Conditions Outdoor design DB: 84.3°F Sensible gain: 8819 Btuh Entering coil DB: 76.2°F Outdoor design WB: 71.7°F Latent gain: 2435 Btuh Entering coil WB: 63.8°F Indoor design DB: 75.0°F Total gain: 11255 Btuh Indoor RH: 50% Estimated airflow: 617 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Trane Model: 4TTX6018J1+GAM5BOA24M21 Actual airflow: 617 cfm Sensible capacity: 12950 Btuh 147% of load Latent capacity: 5550 Btuh 228% of load Total capacity: 18500 Btuh 164% of load SHR: 70% • • Design Conditions Outdoor design DB: 15.7°F Heat loss: 16666 Btuh Entering coil DB: 61.6°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop boiler Manufacturer: IBC Technologies, I Model: SL 26-260G3 Actual airflow: 617 cfm Output capacity: 18000 Btuh 108% of load Meets all requirements of ACCA Manual S. wrightsoft® 2021-Nov-1316:48:36 Right-Suite®Universal 2021 21.0.08 RSU26095 Page 1 ...Youngs Avenue\4832_Youngs_Avenue_Permitting.rup Calc=MJ8 Front Door faces: N & Manual S Compliance Report Job: 2848 NEW YORK BUILDING Date: Oct 27,2021 ® 4 First By: Tom Baccamila New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com web:www.NYBTG.com • • • For: 4832 Youngs Avenue- Southold, NY, Zachary T Clanahan Architect PO Box 1253, Southampton, NY 11969 Phone: (631) 379-8435 Email: zacharyclanahan@gmail.com Cooling Equipment Design Conditions Outdoor design DB: 84.3'F Sensible gain: 23334 Btuh Entering coil DB: 75.9'F Outdoor design WB: 71.7'F Latent gain: 5410 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0'F Total gain: 28744 Btuh Indoor RH: 50% Estimated airflow: 1167 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Trane Model: 4TTX6036J1+GAM5B0B30M21 Actual airflow: 1167 cfm Sensible capacity: 24500 Btuh 105% of load Latent capacity: 10500 Btuh 194% of load Total capacity: 35000 Btuh 122% of load SHR: 70% H`eatin • • • Design Conditions Outdoor design DB: 15.7°F Heat loss: 26577 Btuh Entering coil DB: 63.3'F Indoor design DB: 68.0'F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop boiler Manufacturer: IBC Technologies, I Model: SL 26-260G3 Actual airflow: 1167 cfm Output capacity: 30000 Btuh 113% of load Meets all requirements of ACCA Manual S. - wrightsoft- 2021-Nov-13 16:48:36 ..�°��.�,..n,m, Right-Suite®Universal 21.0.08 RSU26095 Page 2 ...Youngs Avenue\4832_Youngs_Avenue_Permilting.rup Calc=MJ8 Front Door faces: N Manual S Compliance Report Job: 2848 Date: Oct27 2021 NEW BUILDIN YOBK tij m��„. ( G � ° Master By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tam@nybtg.com Web:www.NYBTG.com • • • For: 4832 Youngs Avenue- Southold, NY, Zachary T Clanahan Architect PO Box 1253, Southampton, NY 11969 Phone: (631) 379-8435 Email: zacharyclanahan@gmail.com Design Conditions Outdoor design DB: 84.3°F Sensible gain: 6513 Btuh Entering coil DB: 75.4°F Outdoor design WB: 71.7°F Latent gain: 1282 Btuh Entering coil WB: 63.0°F Indoor design ll 75.0°F Total gain: 7795 Btuh Indoor RH: 50% Estimated airflow: 617 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Trane Model: 4TTX6018J1+GAM5BOA24M21 Actual airflow: 617 cfm Sensible capacity: 12950 Btuh 199% of load Latent capacity: 5550 Btuh 433% of load Total capacity: 18500 Btuh 237% of load SHR: 70% • • • Design Conditions Outdoor design DB: 15.7°F Heat loss: 7358 Btuh Entering coil DB: 65.5°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop boiler Manufacturer: IBC Technologies, I Model: SL 26-260G3 Actual airflow: 617 cfm Output capacity: 12000 Btuh 163% of load Meets all requirements ofACCA Manual S. -�- wrightsoft- 2021-Nov-1316:48:36 ..,o� n•.w•, - , Right-Suil Universal 2021 21.0.08 RSU26095 Page 3 ...Youngs Avenue\4832_Youngs_Avenue_Permitting.rup Calc=MJ8 Front Door faces: N Manual S Compliance Report Job: 2848 NEW YORK hlcs BUIILDING Date: Oct 27,2021 l�:o°>° ° Second IBy: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com For: 4832 Youngs Avenue- Southold, NY, Zachary T Clanahan Architect PO Box 1253, Southampton, NY 11969 Phone: (631) 379-8435 Email: zacharyclanahan@gmail.com • • • • • Design Conditions Outdoor design DB: 84.3°F Sensible gain: 13763 Btuh Entering coil DB: 76.3°F Outdoor design WB: 71.7°F Latent gain: 1551 Btuh Entering coil WB: 63.5°F Indoor design DB: 75.0°F Total gain: 15314 Btuh Indoor RH: 50% Estimated airflow: 617 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Trane Model: 4TTX6018J1+GAM5BOA24M21 Actual airflow: 617 cfm Sensible capacity: 12950 Btuh 94% of load Latent capacity: 5550 Btuh 358% of load Total capacity: 18500 Btuh 121% of load SHR: 70% Design Conditions Outdoor design DB: 15.7°F Heat loss: 14637 Btuh Entering coil DB: 63.5°F Indoor design DB: 68.07 Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop boiler Manufacturer: IBC Technologies, I Model: SL 26-260G3 Actual airflow: 617 cfm Output capacity: 18000 Btuh 123% of load Meets all requirements of ACCA Manual S. * wrightsoft® 2021-Nov-1316:48:36 aM,*•�° • - Right-Suite®Universal 2021 21.0.08 RSU26095 Page 4 ...Youngs Avenue\4832_Youngs_Avenue_Permitting.rup Calc=MJ8 Front Door faces: N Load Short Form Job: 2848 v Date: Oct 27,2021 NEW YOHK (?�r 7 (BUILDING °`°` Basement By: Tom Baccareua New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com • • ati6ft For: 4832 Youngs Avenue- Southold, NY, Zachary T Clanahan Architect PO Box 1253, Southampton, NY 11969 Phone: (631) 379-8435 Email: zacharyclanahan@gmail.com Htg Clg Infiltration Outside db(°F) 16 84 Method Simplified Inside db(°F) 68 75 Construction quality Tight Design TD (°F) 52 9 Fireplaces 1 (Average) Daily range - L Inside humidity (%) 50 50 Moisture difference(gr/lb) 41 32 HEATING EQUIPMENT COOLING EQUIPMENT Make IBC Technologies, Inc. Make Trane Trade IBC TECHNOLOGIES Trade TRANE Model SL 26-260G3 Cond 4TTX6018J1 AHRI ref 10324680 Coil GAM5BOA24M21 AHRI ref 8625305 Efficiency 95AFUE Efficiency 14.0 EER, 16 SEER Heating input 18000 Btuh Sensible cooling 12950 Btuh Heating output 18000 Btuh Latent cooling 5550 Btuh Temperature rise 27 °F Total cooling 18500 Btuh Actual air flow 617 cfm Actual air flow 617 cfm Air flow factor 0.050 cfm/Btuh Air flow factor 0.077 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load.sensible heat ratio 0.78 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Open Area 1050 5429 2786 270 213 Rec/Lounge 788 3752 3001 187 230 Bath 1 120 534 27 27 2 Bed 6 280 2668 2244 133 172 Basement d 2238 12384 8058 617 617 Other equip loads 4282 761 Equip. @ 0.89 RSM 7876 Latent cooling 2435 TOTALS 2238 1 16666 10311 617 617 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wrightsoft- 2021-Nov-1316:48:36 Right-Suite®Universal 2021 21.0.08 RSU26095 Page 1 ...Youngs Avenue\4832_Y°ungs_Avenue_Perm itting.rup Calc=MJB Front Door faces: N Load Short Form Job: 2848 NEW YORK ',5-. BUILDING Date: Oct 27,2021 ® k Iceou> na First By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com ' • - • s For: 4832 Youngs Avenue- Southold, NY, Zachary T Clanahan Architect PO Box 1253, Southampton, NY 11969 Phone: (631) 379-8435 Email: zacharyclanahan@gmail.com Htg Clg Infiltration Outside db(°F) 16 84 Method Simplified Inside db(°F) 68 75 Construction quality Tight Design TD (°F) 52 9 Fireplaces 1 (Average) Daily range - L Inside humidity (%) 50 50 Moisture difference(gr/lb) 41 32 HEATING EQUIPMENT COOLING EQUIPMENT Make IBC Technologies, Inc. Make Trane Trade IBC TECHNOLOGIES Trade TRANE Model SL 26-260G3 Cond 4TTX6036J1 AHRI ref 10324680 Coil GAM5BOB30M21 AHRI ref 8676058 Efficiency 95AFUE Efficiency 13.5 EER, 16 SEER Heating input 30000 Btuh Sensible cooling 24500 Btuh Heating output 30000 Btuh Latent cooling 10500 Btuh Temperature rise 23 °F Total cooling 35000 Btuh Actual air flow 1167 cfm Actual air flow 1167 cfm Air flow factor 0.057 cfm/Btuh Air flow factor 0.052 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.81 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF W) (Btuh) (Btuh) (cfm) (cfm) Pantry 78 2001 797 113 42 Bath 2 67 474 126 27 7 Bed 2 181 3142 2905 178 152 Kitchen 323 3390 4732 192 248 Great Room 485 1386 2426 78 127 Office 76 451 2070 26 108 Living 268 5762 6320 326 331 Foyer 115 1333 551 75 29 Hall 227 1125 1118 64 59 Powder 30 0 0 0 0 Mud 70 604 108 34 6 Laundry 47 944 1122 53 59 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. + - wrightsoft® 2021-Nov-13 16:48:36 •MR•� .aa• n�maM Right-Suite®Universal 2021 21.0.08 RSU26095 Page 2 �+CA ...Youngs Avenue\4832_Youngs Avenue_Permitting.rup Cale=MJ8 Front Door faces: N First d 1966 20613 22273 1167 1167 Other equip loads 5964 1061 Equip. @ 0.89 RSM 20837 Latent cooling 5410 TOTALS 1966 26577 26247 1167 1167 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft® 2021-Nov-1316:48:36 �, .MR••a• .A.M1 ., m•m Right-Suite®Universal 2021 21.0.08 RSU26095 Page 3 �� ...Youngs Avenue\4832_Youngs_Avenue_Permitting.rup Calc=MJ8 Front Door faces: N Load Short Form Job: 2848 rg�� NEW YOfl1C y (BUILDING Date: Oct 27,2021 i a "` ` Master By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Mlller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com • - • 0 For: 4832 Youngs Avenue- Southold, NY, Zachary T Clanahan Architect PO Box 1253, Southampton, NY 11969 Phone: (631) 379-8435 Email: zacharyclanahan@gmail.com Htg Clg Infiltration Outside db(°F) 16 84 Method Simplified Inside db(°F) 68 75 Construction quality Tight Design TD ff) 52 9 Fireplaces 1 (Average) Daily range - L Inside humidity (%) 50 50 Moisture difference(gr/lb) 41 32 HEATING EQUIPMENT COOLING EQUIPMENT Make IBC Technologies, Inc. Make Trane Trade IBC TECHNOLOGIES Trade TRANE Model SL 26-260G3 Cond 4TTX6018J1 AHRI ref 10324680 Coil GAM5130A24M21 AHRI ref 8625305 Efficiency 95AFUE Efficiency 14.0 EER, 16 SEER Heating input 12000 Btuh Sensible cooling 12950 Btuh Heating output 12000 Btuh Latent cooling 5550 Btuh Temperature rise 18 of Total cooling 18500 Btuh Actual air flow 617 cfm Actual air flow 617 cfm Air flow factor 0.108 cfm/Btuh Air flow factor 0.099 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.84 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm)' Master Bed 354 1910 3347 206 332 Master Bath 172 1534 1197 165 119 WIC 1 176 2276 1678 246 166 Master d 702 5720 6222 617 617 Other equip loads 1638 291 Equip. @ 0.89 RSM 5816 Latent cooling 1282 TOTALS 1 702 7358 7098 1 617 617 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. g * wrightsoft® 2021-Nov-1316:48:36 ^� ..R. wx•, „ mam Right-Suite®Universal 2021 21.0.08 RSU26095 �� Page 4 ...Youngs Avenue\4832_Youngs_Avenue_Permitting.rup Calc=MJ8 Front Door faces: N i Load Short Form Job: 2848 NEW YOgK o IBUI�DING Date: Oct 27,2021 ° Second By: Tom Baccamila New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tam@nybtg.com VNAeb:www.NYBTG.com • • - • • For: 4832 Youngs Avenue- Southold, NY, Zachary T Clanahan Architect PO Box 1253, Southampton, NY 11969 Phone: (631) 379-8435 Email: zacharyclanahan@gmail.com Htg Clg Infiltration Outside db(OF) 16 84 Method Simplified Inside db(OF) 68 75 Construction quality Tight Design TD (OF) 52 9 Fireplaces 1 (Average) Daily range - L Inside humidity (%) 50 50 Moisture difference(gr/lb) 41 32 HEATING EQUIPMENT COOLING EQUIPMENT Make IBC Technologies, Inc. Make Trane Trade IBC TECHNOLOGIES Trade TRANE Model SL 26-260G3 Cond 4TTX6018J1 AHRI ref 10324680 Coil GAM5BOA24M21 AHRI ref 8625305 Efficiency 95AFUE Efficiency 14.0 EER, 16 SEER Heating input 18000 Btuh Sensible cooling 12950 Btuh Heating output 18000 Btuh Latent cooling 5550 Btuh Temperature rise 27 OF Total cooling 18500 Btuh Actual air flow 617 cfm Actual air flow 617 cfm Air flow factor 0.052 cfm/Btuh Air flow factor 0.046 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.90 ROOM NAME Area Htg load Clg load HtgAVF CIgAVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bed 3 183 2714 3122 140 145 Bed 4 189 2976 3166 153 147 Bed 5 214 2882 2426 148 113 Bath 3 73 1253 265 65 12 Loft 123 253 1455 13 68 Laundry 2 15 31 1043 2 48 Upper Hall 0 1869 1813 96 84 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. " wrightsoft- 2021-Nov-13 16:48:36 �� a.R•� • w. Right-Suite®Universal 2021 21.0.08 RSU26095 Page 5 �� ...Youngs Avenue\4832-Youngs_Avenue_Permitting.rup Calc=MJ8 Front Door faces: N Second d 795 11978 13290 617 617 Other equip loads 2659 473 Equip. @ 0.89 RSM 12290 Latent cooling 1551 TOTALS 795 14637 13841 617 617 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. a 4�- Wf Ightsoft® 2021-Nov-13 16:48:36 a rt•N ��• mw. Right-Suite®Universal 2021 21.0.08 RSU26095 Page 6 ...Youngs Avenue\4832_Youngs_Avenue_Permitting.rup Cale=MJ8 Front Door faces: N Project Summary Y Job: 2848 Date: Oct 27,2021 NEW YORK '��,i BUILDING I Basement By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com For: 4832 Youngs Avenue- Southold, NY, Zachary T Clanahan Architect PO Box 1253, Southampton, NY 11969 Phone: (631) 379-8435 Email: zacharyclanahan@gmail.com Notes: � - • • • Weather: Brookhaven, NY, US Winter Design Conditions Summer Design Conditions Outside db 16 OF Outside db 84 OF Inside db 68 OF Inside db 75 OF Design TD 52 OF Design TD 9 OF Daily range L Relative humidity 50 % Moisture difference 32 gr/ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 12384 Btuh Structure 8058 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (75 cfm) 4282 Btuh Central vent (75 cfm) 761 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 16666 Btuh Use manufacturer's data n Rate/swing multiplier 0.89 Infiltration Equipment sensible load 7876 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 809 Btuh Ducts 0 Btuh Central vent(75 cfm) 1626 Btuh Heating Cooling Outside air Area(ft2) 2238 2238 Equipment latent load 2435 Btuh Volume(ft3) 7387 7387 Air changes/hour 0.17 0.08 Equipment Total Load (Sen+Lat) 10311 Btuh Equiv.AVF (cfm) 21 10 Req. total capacity at 0.70 SHR 0.9 ton Heating Equipment Summary Cooling Equipment Summary Make IBC Technologies,, Inc. Make Trane Trade IBC TECHNOLOGIES Trade TRANE Model SL 26-260G3 Cond 4TTX6018J1 AHRI ref 10324680 Coil GAM5BOA24M21 AHRI ref 8625305 Efficiency 95AFUE Efficiency 14.0 EER, 16 SEER Heating input 18000 Btuh Sensible cooling 12950 Btuh Heating output 18000 Btuh Latent cooling 5550 Btuh Temperature rise 27 OF Total cooling 18500 Btuh Actual air flow 617 cfm Actual air flow 617 cfm Air flow factor 0.050 cfm/Btuh Air flow factor 0.077 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.78 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t -d- wrightsoft- 2021-Nov-13 16:48:36 Right-Suite®Universal 2021 21.0.08 RSU26095 Page 1 ...Youngs Avenue\4832_Youngs Avenue_Permitting.rup Calc=MJ8 Front Door faces: N Project Summary Job: 2848 NEW YORK IB UIV�DIN4 Date: Oct 27,2021 First By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com For: 4832 Younggs Avenue- Southold NY, Zachary T Clanahan Architect PO Box 1A3, Southampton, NY 11969 Phone: (631) 379-8435 Email: zacharyclanahan@gmail.com Notes: Weather: Brookhaven, NY, US Winter Design Conditions Summer Design Conditions Outside db 16 OF Outside db 84 OF Inside db 68 OF Inside db 75 OF Design TD 52 OF Design TD 9 OF Daily range L Relative humidity 50 % Moisture difference .32 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 20613 Btuh Structure 22273 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(104 cfm) 5964 Btuh Central vent (104 cfm) 1061 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 26577 Btuh Use manufacturer's data n Rate/swing multiplier 0.89 Infiltration Equipment sensible load 20837 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 3145 Btuh Ducts 0 Btuh Central vent(104 cfm) 2264 Btuh Heating Cooling Outside air Area(ftz 1966 1966 Equipment latent load 5410 Btuh Volume�ft') 24680 24680 Air changes/hour 0.13 0.06 Equipment Total Load (Sen+Lat) 26247 Btuh Equiv.AVF (cfm) 53 24 Req. total capacity at 0.70 SHR 2.5 ton Heating Equipment Summary Cooling Equipment Summary Make IBC Technologies, Inc. Make Trane Trade IBC TECHNOLOGIES Trade TRANE Model SL 26-260G3 Cond 4TTX6036J1 AHRI ref 10324680 Coil GAM5BOB30M21 AHRI ref 8676058 Efficiency 95AFUE Efficiency 13.5 EER, 16 SEER Heating input 30000 Btuh Sensible cooling 24500 Btuh Heating output 30000 Btuh Latent cooling 10500 Btuh Temperature rise 23 OF Total cooling 35000 Btuh Actual air flow 1167 cfm Actual air flow 1167 cfm Air flow factor 0.057 cfm/Btuh Air flow factor 0.052 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.81 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t -4&- wrightsoft- 2021-Nov-1316:48:36 .... ^^ --^^-m Right-Suite®Universal 2021 21.0.08 RSU26095 Page 2 ...Youngs Avenue\4832_Youngs_Avenue_Permitting.rup Calc=MJ8 Front Door faces: N Project SummaryJob: 2848 NEW YORK ¢ BUILDING Date: Oct 27,2021 x Master By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com ® • R orma • For: 4832 Youngs Avenue- Southold, NY, Zachary T Clanahan Architect PO Box 1253, Southampton, NY 11969 . Phone: (631) 379-8435 Email: zacharyclanahan@gmail.com Notes: - • • • Weather: Brookhaven, NY, US Winter Design Conditions Summer Design Conditions Outside db 16 OF Outside db 84 OF Inside db 68 OF Inside db 75 OF Design TD 52 OF Design TD 9 OF Daily range L Relative humidity 50 % Moisture difference 32 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 5720 Btuh Structure 6222 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (29 cfm) 1638 Btuh Central vent(29 cfm) 291 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 7358 Btuh Use manufacturer's data n Rate/swing multipplier 0.89 Infiltration Equipmenfsensible load 5816 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 661 Btuh Ducts 0 Btuh Central vent (29 cfm) 622 Btuh Heating Coolingg Outside air Area(ftz 702 702 Equipment latent load 1282 Btuh Volume(ft') 7092 7092 Air changes/hour 0.14 0.06 Equipment Total Load (Sen+Lat) 7098 Btuh Equiv.AVF (cfm) 16 7 Req. total capacity at 0.70 SHR 0.7 ton Heating Equipment Summary Cooling Equipment Summary Make IBC Technologies,, Inc. Make Trane Trade IBC TECHNOLOGIES Trade TRANE Model SL 26-260G3 Cond 4TTX6018J1 AHRI ref 10324680 Coil GAM5BOA24M21 AHRI ref 8625305 Efficiency 95AFUE Efficiency 14.0 EER, 16 SEER Heating input 12000 Btuh Sensible cooling 12950 Btuh Heating output 12000 Btuh Latent cooling 5550 Btuh Temperature rise 18 OF Total cooling 18500 Btuh Actual air flow 617 cfm Actual air flow 617 cfm Air flow factor 0.108 cfm/Btuh Air flow factor 0.099 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.84 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -F�11- wr10htsoft- 2021-Nov-1316:48:36 • w^ +�-per Right-Suite®Universal 2021 21.0.08 RSU26095 Page 3 ...Youngs Avenue\4832_Youngs_Avenue_Permitting.rup Calc=MJ8 Front Door faces: N ,x . Project Summary Job: 2848 1aa� NEW K Date: Oct 27,2021 YOR i�® BUILDING Second By: Tom Baccarella New York Building Technology Group 159 Rl 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com • • • • For: 4832 Youngs Avenue- Southold, NY, Zachary T Clanahan Architect PO Box 1253, Southampton, NY 11969 Phone: (631) 379-8435 Email: zacharyclanahan@gmail.com Notes: Weather: Brookhaven, NY, US Winter Design Conditions Summer Design Conditions Outside db 16 OF Outside db 84 OF Inside db 68 OF Inside db 75 OF Design TD 52 OF Design TD 9 OF Daily range _ L Relative humidity 50 % Moisture difference 32 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 7885 Btuh Structure 10922' Btuh Ducts 4093 Btuh Ducts 2368 Btuh Central vent(46 cfm) 2659 Btuh Central vent (46 cfm) 473 Btuh Outside air - Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 14637 Btuh Use manufacturer's data n Rate/swing multiplier 0.89 Infiltration Equipmerif sensible load 12290 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 300 Btuh Ducts 242 Btuh Central vent(46 cfm) 1010 Btuh Heating Cooling Outside air Area(ftz 795 795 Equipment latent load 1551 Btuh Volume(ft') 7434 7434 Air changes/hour 0.25 0.11 Equipment Total Load (Sen+Lat) 13841 Btuh Equiv.AVF (cfm) 31 14 Req. total capacity at 0.70 SHR 1.5 ton Heating Equipment Summary Cooling Equipment Summary Make IBC Technologies, Inc. Make Trane Trade IBC TECHNOLOGIES Trade TRANE Model SL 26-260G3 Cond 4TTX6018J1 AHRI ref 10324680 Coil GAM5BOA24M21 AHRI ref 8625305 Efficiency 95AFUE Efficiency 14.0 EER, 16 SEER Heating input 18000 Btuh Sensible cooling 12950 Btuh Heating output 18000 Btuh Latent cooling 5550 Btuh Temperature rise 27 OF Total cooling 18500 Btuh Actual air flow 617 cfm Actual air flow 617 cfm Air flow factor 0.052 cfm/Btuh Air flow factor 0.046 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.90 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Fk- wri-ghtsoft- 2021-Nov-1316:48:36 Right-Suite®Universal 2021 21.0.08 RSU26095 Page 4 ..Youngs Avenue\4832_Youngs_Avenue_Permitting.rup Calc=MJ8 Front Door faces: N AED Assessment Job: 2848 NEW YORK BUILDING Date: Oct 27,2021 ��io�;°`°" Basement By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com P • - • • For: 4832 Youngs Avenue- Southold, NY, Zachary T Clanahan Architect PO Box 1253, Southampton, NY 11969 Phone: (631) 379-8435 Email: zacharyclanahan@gmail.com Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(OF) 68 75 Elevation: 82 ft Design TD (OF) 52 9 Latitude: 41 ON Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 41.4 32.1 Dry bulb(OF) 16 84 Infiltration: Daily range(OF) - 15 ( L ) Wet bulb(OF) - 72 Wind speed(mph) 15.0 7.5 • • - • • • Hourly Glazing Load 800 700 600 500 400 300 200 100 0 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour of Day /11av1/ /Aeaga /MOW Maximum hourly glazing load exceeds average by 48.5%. Zone does not have adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 87 Btuh (PFG -1.3'"AFG) -�- wrightsoft® 2021-Nov-1316:48:36 Right-Suite®Universal 2021 21.0.08 RSU26095 Page 1 ...Youngs Avenue\4832_Youngs_Avenue_Permitting.rup Calc=MJ8 Front Door faces: N AED Assessment Job: 2848 NEW PORK .Y� " BUILDING Date: Oct 27,2021 � b o° °" First By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com • - • • For: 4832 Youngs Avenue- Southold, NY, Zachary T Clanahan Architect PO Box 1253, Southampton, NY 11969 Phone: (631) 379-8435 Email: zacharyclanahan@gmail.com Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(T) 68 75 Elevation: 82 ft Design TD (T) 52 9 Latitude: 41°N Relative humidity (%a) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 41.4 32.1 Dry bulb(T) 16 84 Infiltration: Daily range(T) - 15 ( L ) Wet bulb ff) - 72 Wind speed (mph) 15.0 7.5 • � • - • • • Hourly Glazing Load 12,000 11,000 10,000 9,000 8,000 7,000 p 6,000 3 5,000 4,000 3,000 2,000 1,000 0 8 9 10 11 12 13 14 15 16 17 18 19 20 How of Day /Houly /A..W /OIDiml Maximum hourly glazing load exceeds average by 26.6%. Zone has adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 0 Btuh q Tl'r WCI-gflt_SO1ft® 2021-Nov-1316:48:36 °M„•�f �• w, Right-Suite®Universal 2021 21.0.08 RSU26095 Page 2 �+� ...Youngs Avenue\4832-Youngs Avenue_Permitting.rup Calc=MJ8 Front Door faces: N AED Assessment Job: 2848 Date: Oct 27 2021 NEW YORK �, a BUILDING , Master By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com e - • o For: 4832 Youngs Avenue- Southold, NY, Zachary T Clanahan Architect PO Box 1253, Southampton, NY 11969 Phone: (631) 379-8435 Email: zacharyclanahan@gmail.com P - • • • • Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(T) 68 75 Elevation: 82 ft Design TD (T) 52 9 Latitude: 41`N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 41.4 32.1 Dry bulb(T) 16 84 Infiltration: Daily range(7) - 15 ( L ) Wet bulb(T) - 72 Wind speed(mph) 15.0 7.5 fly " e - • • • Hourly Glazing Load 5,000 4,500 4,000 3,500 a 2,500 3 2,000 1,500 1,000 500 0 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour°f Day /Fb,* /Aye" /PID5ml Maximum hourly glazing load exceeds average by 42.1%. Zone does not have adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 384 Btuh (PFG - 1.3*AFG) wrightsaft- 2021-Nov-13 16:48:36 �. *•rf a^�r^ ^--•f Right-Suite®Universal 2021 21.0.08 RSU26095 Page 3 �� ...Youngs Avenue\4832_Youngs Avenue_Permitting.rup Calc=MJ8 Front Door faces: N AED Assessment Job: 2848 NEW YORK BUILDING Date: Oct 27,2021 �� Second By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com p • - nf• ation,­ r' For: 4832 Youngs Avenue- Southold, NY, Zachary T Clanahan Architect PO Box 1253, Southampton, NY 11969 Phone: (631) 379-8435 Email: zacharyclanahan@gmail.com Design C• • • Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 68 75 Elevation: 82 ft Design TD (OF) 52 9 Latitude: 41 ON Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 41.4 32.1 Dry bulb(OF) 16 84 Infiltration: Daily range(OF) - 15 ( L ) Wet bulb(OF) - 72 Wind speed(mph) 15.0 7.5 TestforAdequate • • Hourly Glazing Load 3,500 3,000 2,500 2,000 s' q 3 1,500 1,000 500 0 8 9 10 11 12 13 14 15 16 17 18 19 20 H-,°i My N i Awry i amum Maximum hourly glazing load exceeds average by 44.7%. Zone does not have adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 334 Btuh (PFG - 1.3*AFG) wrightsoft- 2021-Nov-13 16:48:36 ^-*•r -. --^. Right-Suite®Universal 2021 21.0.08 RSU26095 Page 4 ...Youngs Avenue%4832_Youngs_Avenue Permitting.rup Calc=MJ8 Front Door faces: N NEW YORK .D�N� Right-JO Worksheet Job: 2848 Basement Date: Oct 27,2021 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name Basement Open Area 2 Exposed wall 239.0 ft 106.5 ft 3 Room height 3 9.8 ft d 9.8 ft heat/cool 4 Room dimensions 21.0 x 50.0 ft 5 Room area 2238.4 W 1050.0 ft' Ty Construction U-value Or HTM Area (ft� Load Area (ft5 Load number (Btuh/ft'°F) (Btuh/ft5 or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 . 12F-Osw 0.065 .n 0.00 :0.00 0. .0 0' 0 0;, :;0.......... 0 0 1��I-G NYBTG Default_ 0.300'''n 0.00.ir'',0i00:. ,.0 '.•0 :' `';;"i;-,0 >;, ,~ :0.; 0 0 `0.; m±`,; 0 i-=Ii NYBTG•Default 0:300 n. Oi00•, 0,00'-','.' 0 0: 0,. ' 0 0 ' 0 . 0' 0 M:; s w_„ ,15B13.0wc-6 , _ 0.09,3 n„ ,, -.3.48, „0.23 _- „_ 605 605 2104, -138 206, -206 715 47 11 IW-' 12F-Osw. ', ':;;'; "` i. 0.065 ' e 0.00 0.00'.' : ..,,r0. 0" \0 : 0 '. 0 . 0„ _ O O L;G: YBTG,Defaulti._. ..W ...:`.0.300"',e' :.0.00 ._a.,0.00 c ... 0 w 0 0 a:0 _.„,. »0 _ _0 .e.'_ 0':'-.,, ` w 15B13-Owc-6 0.093 a 3.48 0.23 502 502 1746 115 490 490 1703 112 _ W,... ,,�_s.� 0:00 .'•. 10:00 :." � l':p"., •:. ' .0 .-". . ."0''`- -,:�,,�.0.-._ 0 ._ ._...0 ,...;;.„.,a,0 NYBTG Default;, „' 0.300 ,s 0;o0 .'0.00':: 0 0 0 '; ;:, 0 0 0' "0 0 NYBTG;Default 0 300 s' 0.00 ;:0;00 0 0 0 0 0 �0 '0 0 NYBT.G.Default. "__ _.__0.300 0.00 --nr"b.00 _. .,. ..:0... ...... 0 0 0._. D 0._ .___ 0 _..,0 s y✓ 15B13-Owc.6 0.093 s 3.44 0.22 669 650 2233 140 206 206 715 47 �---G NYBTG Default 0.300 s- 15.69 15.39 19 0 298 292 0 0 0 0 0.065'. w - 0.00 0.00,;:.`:nw. 0 a.,:.i.": 0 ..-:b„.;'.: .,.,-O - O ;,:p _..._ p -- ',, ;;0 NYBTG Default 0.300 w 0.00 .0:00 0 0, "0 "0' 0 0 b '. '.0 NYBTG'Default «._:.u: 0.300.. w. ,:. "'0.00 .;0:00':. ''..-_-:0 ,:''. . 0 :,,.''. ..0.:; ._.... y 0......'...'„ iO.' . ::_0<c ,u •. :_c._'. :0 w, 15B 13-(Mc 6 _ 0.093„w 3.48 0.23 ,. 385 385 1337, -- -88 142 •„ -142 , ,, -,494- _ ,- _32 P i ,12C0§W. ...:;:.,.';..:...` . 0.091' ' 4.76 ....E.;0 6 .a.'.:..181'`..;.,, 181 .'.. :.,:863,.,_.... „13Z': .. �'. . -. .'"0 :....,_;.0 ?' .. .. „,0 C 16B-38ad 0.026 0.00 0.00 0 0 0 0 0 0 0 0 0.00 :..... .- ..0 0 . .... 0 "0 0 " s- F-.-, 19A-2lbswp.,_ ...,,,..-,,,._.,...0.045 0.00 .,.,,....000, ,•. .._ 0 .. 0 _ 0 0 0 0 0... 0 F; 19A=21bsw_ 0,045 0.00 0:00 _._. F 2OP-21w 0.047 0.00 0.00 0 0 0 0 0 0 0 0 _.. _».. F..,._..:,21A-28t, .._. :'.. :' ...`OA22 -».. 1:15: Y..';_0.00,' .2238: 2238.. .%2576:„..._.'.;0 1050: '_...1050` ,W W:1208, ,;_.0 F 22B-5wpm: A„ -,.. 0.449 0.00 0.00 0 0 0 0 0 0 0 " 0 _ _...- , l r. 61 c)AED excursion 87 0 Envelope loss/gain 11156 998 4836 239 12 a) Infiltration 1227 98 593 47 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 6732 2500 Subtotal(lines 6 to 13) 12384 8058 5429 2786 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 12384 8058 5429 2786 15 Duct loads 10% 0% 0 0 -0% 00/0 0 0 Total room load 12384 8058 5429 2786 Air required(cfm) 617 617 270 213 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -f'}.F- wrYgF�tsolFt� 2021-Nov-1316:48:36 P. Right-Suite®Universal 2021 21.0.08 RSU26095 Page 1 ...Youngs Avenue\4832_Youngs_Avenue_Permitting.rup Calc=MJ8 Front Door faces: N NEW VORKRight-JO Worksheet Job: 2848 Ie;'l1iDiNG Basement Date: Oct 27,2021 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name Rec/Lounge Bath 1 2 Exposed wall 68.5 ft 10.0 ft 3 Room height 9.8 ft heat/cool 9.8 ft heat/cool 4 Room dimensions 1.0 x 788.4 ft 10.0 x 12.0 ft 5 Room area 788.4 ft2 120.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/ft2L.°F) (Btuh/ft2) I or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 0 6 .12F-Osw7 " ' a; 5 ,n 0,00' Oi00 0 0 0• ,0 •0 . 0• 0 V��-G NYBTG Default, t{ i'0:300 :n` 0.00:, 0:00', 0 0 0 :N!r 0 0 0 0 0, NYBTG Default:; '0.300 n 0,00 0.00`_ 0 0 0 _0 0 0 0 0 • ...._ _..,. '. .,.:. 77 31 . . 98 ,....„,98_ 341._,".�._.. 22 W 15B 13-Owc.6,_, ,, 0.093 ,n, 3.48 0.23 137 , � 197 4 11 .W'.:'' 12F,-Osw °'0.065 a 0.60 0:00' 0..' , 6., 0. 0 0 0 0.300::''e:�-G NYBTG.Default.:.m_,,._ 0 0:._.,,::. 0 .. _..._ ,0 0-_.,,,.__._.._::0: .Mn,�,:0 W..._ - 15B13-Owc-6..,._,.•._... ._.. 0.093.,e .. 3.48 ,...._.023 1,2 12 0 ,... .p.. .. ..,...._0._,.. ,_.. .-0- W" 12F,Osw ;0:065 s 0.00 0.00 4_.. p' 0:..,._ 4p-. 0 -'0 0 0 0 " ,NYBTG'Default ;':. 0:300 .`s 0:00,; ..0.00.,,':; '.:; ;0 p :.:_0 0 0 0 r 0 0 NYBTG Default,' 0.300 ' 's ;0:00','; ',`0.00 0 0:.,.°-.:,, :i 0.,"?,, p. p. .. ..;'.0 ;io .. 0 NYBTG Default'"_',sC.:_: `''' 0:300.::s,_ -'._.0.00 \-', 0.00 . ` ' W 15B13-0wc-6 0.093 s 3.44 0.22 255 255 886 56 ' 0 0 0 0 -G- NYBTG Default 0.300 s 15.69 . 15.39 0 0 0 0 0 0 0 0 W 12F-0sw„- 0.065 w 0.00 0:00"' W.O, 0 :0; 0. 0 -0 0 NYBTG Default 0:300 w 0.00 O.00,r WM ,x` '"0:' 0 0. 0. 0 0 'NYBTG Default; 0;300 w 0.00' 0.00; 0 0 0 0 0 0' 0 0 W, .., 15B 13-Owc-6_ ry 0.093 " w 3.48 0.23 :.._, 86 .... ,. 86. 298 :,.20. »_._ .0 . 0 . .,,,. 0 ._... .._o p:: .12C-Osw,..._',,., :.: ,,.,'', �;0.091 .. :,: . '._,4.76, ;O.Z6 i', `::18.1 = 181 863. ,,.,,.137,'.,.. ....w 0" 1,A,.._ 0 ,, , .. Q. , ,,, C 16B-38ad_...,. _ _... , . ._0.026 0.00, ,.._._0.00 ," . _.._0 0 0 0 0 0 0 _. 0 ,18Bc38w _'.,:._: ,.. N <_:_;.:0.029 - 0.00 ...,: 0,00 " :,w..,:0' .. . 0 0 .._,. :?::0, ,..,,..,.. .0 . . 0 0 _. 0 F 19A-21bswp 0.045 - 0.00 0.00 0 0 0 0 0 " p e 0 .__.y" _:..0 0.00. O.00 ;:t 0 0 ,0 „,,.,r„ ,0.. ,. ... .,0 -..., .'0 ",..., 0. _ar.0 F 20P-21w 0.047 - 0.00 M 0.00 0 0 0 0 0 0 0 m 0 F,' 21A.28t. » r',1' 0.022 _... .".. ...,. .. 1 15 .':,O:Op x ,.,':,.:788. 788 907.:J.:';i`. :.0 .:',:.: 120 ._:-,120 W w`; u,138 ;.::: 0 ,F.,,..... 22B-5wpm_ 0.449 -, 0,00 0.00 r +' e t',. •. » .. .,.., t .,...,."...y......,w - 6 c)AED excursion 0 0 Envelope loss/gain 3473 249 479 22 12 a) Infiltration 278 22 56 4 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 1 230 0 0 Appliances/other 2500 0 Subtotal(lines 6 to 13) 3752 3001 534 27 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3752 3001 534 27 151 Duct loads -0% 0% 01 0 -0% 0% 0 0 Total room load 3752 3001 534 27 Air required(cfm) 1187 230 27 2 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr➢gtitsoi t- 2021-Nov-13 16:48:36 . A ..... . Right-Suite®Universal 2021 21.0.08 RSU26095 Page 2 ...Youngs Avenue\4832_Youngs_Avenue_Permitting.rup Calc=MJ8 Front Door faces: N iav Right-JO Worksheet Job: 2848 NFW PORK i�® IB tI'PING Basement Date: Oct 17,20211 New York Building Technology Group By: Tom Baccarella 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name Bed 6 2 Exposed wall 54.0 ft 3 Room height 9.8 ft heat/cool 4 Room dimensions 1.0 x 280.0 ft 5 Room area 280.0 ft2 Ty Construction U-value Or HTM Area (W) Load Area Load number (Btuh/ft;°F) (Bt or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-Osw; ;•;'"d:065 "`0 0 "0 0 U��l-G `•NYBTG Default 0:300 n 0.00 0.00: ""'.„' 0 0 0 0 . �-G NYBTG Default "0.300 "n 0.00 ,0.00" 0 0 0 0 •-" . .� .a.. V1l 15B13-Owc-6 t .0.093 n 3.48 m 023 164 164 571_.._ „ 38 ,m, _. . �,.,._.,._ 11 "W_ 12F 0sw; 0:065 Xe • 0:00 0.00 , �==G NIBTG..Default..:....:-:`.:. ,.0.300 e..: . .'0.66 =; .:::OiOI),"'.,::... ,.0 0 W 15B13-Owo-6 0.093 a 3.48 0.23 0 0 0 0 u.-„.. b,b 5 -s 0.00 : ?:,b:00 0 O 0.. NYBTG'Default=: '0:300 --s 0.00 0:00` "o: 0 " 0" 0 NYBTGDefault 0300. a' 0.00 '0,00' 0 0 0 0 NYBTG.Default:._'-_"`-. i::.��.0.300'..s 0:00 _s-":0.00 0 0 •.' " ._.:0 ...:0...'....._.-.' ._ __...... ...._--..5�'.�:..� .>':..'....._I,: UIU 15B 13-Owo-6 0.093 s 3.44 0.22 208 189 632 35 I-; NYBTG Default 0.300 s 15.69 15.39 19 0 298 292 1� 12F4sw ;', 0:065 w 0.00 . .;OAO . ;„.' 0 0 b "'0 G NYBTG Default r., :.' 0.300 w 0.00 :..0.00;',..: '""�..'0 "0 0 ." 0 �G NYBTG-.Default'.,, ':;":,-i.;,'...4:300'.,//:. "- "0,00 ' .'i„0,00. .";;:5a`.,.,.0_ 0 ;.'.:....".;..0,.:."_,:- .0 W 1013-0wo-6 0.093 w 3.48 0.23 157 157 5.45 36 P: 12C 0sw•s-._:'' ,:.. 0.091 4:76 . ._.0.76: . -_<. .'.0.•. . 0 0 :,.__. .:0 ... _.•._. _.,.. C 16B-38ad 0.026 7 0.00 0.00 D 0 0 0 C. •"_'.:: 18B-38w'._,.,_.r.:.G'... -.;".::'0.029-. = ,. ." ... . . .. .. .. .._ _ _.., .... F 19A-21 bswp „ x " 0.045 - 0.00 0.00 0 0 0 0 0.00' „._ ,,._;0 ...., .. 0 _ ;'I:,•:0 r :0 ?'.' _ F 20P-21w 0.047 F 0.00 >° 0.00 0 0•_ 0 Y 0 FM 21A-28t..i w.r.;'..v..' 0.022 1,15 ;,:::.:0:Q0 ::,,'.: 28000 ,F. _ . 22B-5wpm _....,._. 0.4419. 0.00, _ 0.00 0 0 0 0 .... -_ .... .,. .„_., .,. ....„. >..,,..,,.,.. ...,. _..<, ,i e,,:�m',:,,. _.. ., ,.,.,•', _,..,...„. ,. „,._ „..... ...:.. ........_ his.._...., 6 c)AED excursion 87 Envelope loss/gain 2368 488 12 a) Infiltration 301 24 b) Room ventilation 0 0 13 Intemal gains: Occupants @ 230 0 0 Appliances/other 1732 Subtotal(lines 6 to 13) 2668 2244 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 2668 2244 15 Duct loads -0% 0% 0 0 Total room load 2668 2244 Air required(cfm) 1133 172 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. �}+- wrigtstsoft^ . A Right- 2021-Nov-13 16:48:36 Suite®Universal 2021 21.0.08 RSU26095 Page 3 ...Youngs Avenue\4832_Youngs_Avenue_Permitting.rup Calc=MJ8 Front Door faces: N NEW Right-JO Worksheet Job: 2848 YOftK IBUI,I DING Date: Oct 27�2021 First By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name First Pantry' 2 Exposed wall 184.8 ft 18.8 ft 3 Room height 12.6 ft d 10.1 ft heat/cool 4 Room dimensions 1.0 x 77.5 ft 5 Room area 1965.8 ftz 77.5 ft' Ty Construction U-value Or HTM Area (ft� Load Area M5 Load number (Btuh/ft;°F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-Osw.,` •; 0.065 n 3.40: 0:78 685 474 1613 370 121 91^.i:, :310 ' ''_; 71 NYBTG Default 0.300 ' n.. 15.69 8:56 •''178 0 2793 ;,.' ..1524 30, 0 471 ', 257 NYBTG Default_..:::' - 0.300, -n 15.,69 .599 "..:..:... •.:. 0 518 ','. 198.. .... _.. 0 „... '0 0 ...__. .0 W 156130wc-6 0.093 n 0.00 0.00 0 0 0 0 0 0 0 0 _- _. "; .."." _ ". _ 11 W 12F 0sw ," . r 0,065 a . :"3:40, 0.78 473 413 1405 °:; 322 68 58 "1r98, 45 :G,, YBTG<Default:,-.L.,`T-.'� 0,300 e,, ..' '15:69.:c" 31:04 w ",13 0.- w."0. `.,..,.93Z ,:r.:,_.1853,,.,•.: `:10 :'. _:0_':':d . 157":.: :_.310 W __, ,15B 13-0wc-6. . 0.093- e ....0.00...,..-.,-_0.00."_.-. _ . 0.- 0 0 0 ..._.. 0 .- __ _0_ 0 W,•. " 12F=0sw " 0.065 . s: 3.40 0:78 ..:,. 485.. 310 :,1055 :: .... 242 0_ 0 NYBTG Default 0.360 s' 15.69,"= 15.39',,,.. i16,,. 0 251, 246 0: 0.,:'i": -:q;,`0 ,.':`.; A•'':;0 NYBTG Default 0:300' s 15.69 ;'15.39:• ";.458 0 2485,'•,.; " 2436' 0 0,"` "0 0 NYBTG,Default; .:. :. .._ :.0.300`'..'s .".. ..0:00 :_ 0:00' '.: :3;::.....0 .».. .. .; 0',._.._:._,c.0°_. _.^n0 i.......... :..0 0 .__..__ .0 _ __. 0 15B13.0wc-6 0.093 s 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG Default 0.300 s 0.00 0.00 0 0 0 0 0 0 0 0 _ ._ " 12F osw 0.065 W. `- 3.40 - ;0.78" 143. 91 308 .:c".:: 71 . .. 0 0 " . .. .0 NYBTG.Default 0'.300 w 0,00 . :`',0.00";v'".`. 0 '0""'. '"0"',_ p,< 0 0 0 0 _ ,"NYBTG:.Default .M': 0.300 .'W_ ,: .15.69 ` 21.T3 .r..53 ." 0. .w-,._828 .`..,:'�..1147:.,,;" ..... 0:. _..;..,•:_o: ,....`.0 _.....'_ 0 W 15B 13.0wc-6 0.093 w 0.00 0.00 0 0 0 0 0 0 0 0 _._..., P..:. 12C'0sw.:'_"";.. •.<": 0091'•, 4.7„6 ; , -0:76:'" '..;182' 182 ...., ':866. ,,.._'.r137." _..,,." .9.' _ ., "..,0.,:- "'._., 0 C 11613-38ad 0.026 1.36 1.21 435 435 591 528 78 78 105 94 . ` .. - . ,. ,. ... 0C::, `188-38w 02 1 ..,2 ", 04 F 19A-2lbswp 0.045 1.88 _ 0.33 78 78_ 146 26 0 0 0 0 E'.. .:. 19A=21bswp... _.,. ;j0:045^ . 000. .,_ 0,00 -0 ... . .. `.0 ..,.` 0' a M.,..-0 ..,._... 0 F 20P-21w 0.047» 0.00 0.00 0 0 0 0 ;,= 0 0 0 0 •r.::.0.022 0." .. . •:""0 0: 0 ;Fa..O :.:.:r^<:.'.0 F ._. 22B-5wpm"-,_......,. 0.449 23.48 „0.00 351 55 1280 0 - 78 19 440 _ 0 • _ 61 c)AED excursion 0 -6 Envelope loss/gain 17599 97641 1681 772 12 a) Infiltration 3013 241 319 26 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 6 1380 0 0 Appliances/other 10889 0 Subtotal(lines 6 to 13) 20613 22273 2001 797 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 20613 M73 2001 797 15 Duct loads 00/0 00/c 0 0 -0% 01/0 01 0 Total room load 20613 22273 2001 797 Air required(cfm) 1167 1167 113 42 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Nov-1316:48:36 Right-Suite®Universal 2021 21.0.08 RSU26095 Page 4 ...Youngs Avenue\4832_Youngs Avenue_Permitting.rup Calc=MJ8 Front Door faces: N NFW YOAK r B;11(DING Right-J®Worksheet Job: 2848 First Date: Oct 27,2021 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name Bath 2 Bed 2 2 Exposed wall 5.5 ft 29.0 ft 3 Room height 9.1 ft heat/cool 9.1 ft heaticool 4 Room dimensions 1.0 x 66.6 ft 1.0 x 181.3 ft 5 Room area 66.6 ft' 181.3 ft' Ty Construction U-value Or HTM Area (ft� Load Area (M Load number (Btuh/ft2-'F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-0sw r.:.;, 0.065 ..'n 3:40 . ""6 it 0 0 '0 'b 0 :0. 1:��1'.-' G, NYBTG Defaulta,: °,- ;.0.300..,n 15:69. "a8 56, :. 0 0 0 .r.; ."0 0, 0 .''.' ; :0 0 4-cd; NYBTG;Default•'. 0.300 '.n 15.69 S.99 .» 0 0 .._.» . ;:.0 : ....._ '.:0 0 _. _... 0 0. w....., _15B13-Owc-6._ ......._,,,.... .0.093..P.... ... ...0.00 ..... .0.00_ 0 0 O 0 0 .. 0 0-_..._.. ...0. 11 ;W;. ; 12F-0sw,.;, ;'0.065 e' :'3.40, ';w,0.78 ..:' ;50 50 ,170 : ..39' 155.;. 137. ..._.>.;.464 '. . . 106 I•, 31.04( ......„r 0. >0 ..». ..». 0:' _.,,-:.,0 .., ....r•'.18. _. ...._:;0::_.:i;. .r 286 . _.__565 -NYB,T.G:Defaulhr:._:_ a0.300 _e._. ..::15.69 , W 15B13-Owc-6 0.093 a 0.00 0.00 0 0 0 M 0 0 0 0 0 "s„ 3.40 ",0.78'm 0 0 0 0; 109 -`56 ' mm1'192 44 NYBTG Default ;r .,,-,:Oj3OO,',i s. 45.69. 15:39.•`,'::`. 0 0 O:,�.r, .;',0 0. 0 0. '0 NYBTG Default "a;;;; 0:300 s,, 15.69"° '°'15:39 '0 0 0 ' 0 53 0 ' '828 813 Dea I ':030 s 00_ NYBIG„ f ut,.. 0: . 0 6:00 i. ^.': M'r 'r 0 ... 0 0 ns'. .....-.0 _.,.. ..0 ..v..,..,0 x0.»a.» .»:_0 1N 15B13-Owc-6 0.093 s 0.00 0.00 0 0 0 0 g 0 0 0 0 NYBTG Default 0.300 s 0.00 0.00 0 0 0 0 0 0 0 0 12F Osw:: 0.065 w 3.40 ;.0.78;r "',,- ,.O 0 p O .O. ». w...0..,,..... :,.0 0 NYBTG Default 0;300 w` 0.00 ':.0.00 0 0 0 0 0 0 0 0 ' NYBTG Default,'.. _._...._0.300 ,w, ,15.69 `,:.21.73. ....... 0 0 0 0 : . ... .0 0 0 .. .. ....0 W, _, 15B13-0wc-6 ..... ,... _......0.093„w 0.00 ,...,.0.00 0 0 0 ._. Q 0 „ . 0 ;0 . _ . .. 0 '12C Osw_i'•". ,` 0.091 ::.r._ .. _ '476 0.76..._. . :_ 0 0 0:.t :.:....0:. . . . _0 0 0 C 16B-38ad 0.026 1.36 1.21 67 67 91 81 181 181 246 220 -. . . 18B-38w•, '!_M0'029 1.52...t;..0.40....::...'.,:,.. A "0'. . .. _.:_0'..... .. _ - 0. _.0_ :_Y._.:-.0 F 19A-21 bswp 0.045 1.88 0.33 0 0 0 0 0 0 0 0 F 19A-21bswp. _.,.._.0.045 0:00 _. F 20P-21w 0.047 0.00 0.00 0 0 0 0 µ 0 0 0 0 _ _ E. ,.•....21A-28t -.:._ .,..::''•:._0:022,!,:- 0.00 " ',0.(0,,,` . 0. O 0 .F, ,22B-5wpm,, .,. 0.449 . - _. 23.48 0.00 67 6 129 0 .». .181, _ 29 681_ 0 r « �t 6 c)AED excursion 1 71 Envelope loss/gain 390 119 2697 1819 12 a) Infiltration 84 7 445 36 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 1050 Subtotal(lines 6 to 13) 474 126 3142 2905 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 474 126 3142 2905 151 uct loads I -0% 0% 0 0 0% 0% 0 0 Total room load 474 126 3142 2905 Air required(cfrn) 27 7 178 152 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -.V� 2021-Nov-1316:48:36 """"° "'"" "" Right-Suite®Universal 2021 21.0.08 RSU26095 Page 5 ...Youngs Avenue\4832_Youngs_Avenue_Permitting.rup Calc=MJ8 Front Door faces: N NFW Y011'& Right-JO Worksheet Job: 2848 kFW YOPN B of;OIN; First Date: Oct 27,2021 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name Kitchen Great Room 2 Exposed wall 27.0 ft 5.0 ft 3 Room height 15.2 ft heat/cool 15.3 ft heat/cool 4 Room dimensions 1.0 x 323.3 ft 1.0 x 484.7 ft 5 Room area 323.3 ftz 484.7 ft' Ty Construction U-value Or HTM Area M Load Area (ft� Load number (Btuh/ft;°F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 ` 12F-0sw - :0a 065 n.' 3:40 '0,78' m325 •, %`271 923 ' %112 0 "0 ^,0 0 V�J--G NYBTG'Default'"' 0.300..,',n 15.69 "-'.`8,56= =`54. 0 T ;``847 462 r 0 0. '0 0 NYBTG"Default• 0.300 n '15.69 5.99. 0' :'0" 0 0 0 0 0' 0 W 15B 13 Owo-6 0.093 n 0.00 0.00 0 0 0 0 _ 0 0 _ 0 __ _ _ 0 11 UIVr. - 12F 0§w.,._._' 0.`065 e,. . :' 3.`40 0:78._.-. i_727......._'27 .. 93 ,_21 -46 a w;..,; .46' '.155 ' _c .NYBTG_Default__._.._'_.__ .._0.300:_e ._15:69. 31.04 �.L.-._0 0__:.,.._.0 W 15B,13-0wc•6 _ OA93_._e, _-0.00_ 0.00 0_-,-__ 0 0 0 0 0.M _,-0- 0 VV ' ,12F-0sw 0.065 s' 3:40 0.78_ _.m. .0 .0 -0 ':' :0' „'0 0; •0 0 NYBTG%Default ;0.300 •s• 15.69 15.3l3[,f, ;:,, 0 0 0 ''„i"' 0 0 0 0 •t 0 NYBTG Default 0.300 s,' 15`69 15.39 ' 0 :'0 0 0 0' 0 0 =0 N(BT.G Default.:....., m. 0.300 ',s. x•.b. .._--_.0_ ___.. ._0 u___ ..0 _D. _':0.. ... ,_ 0 M... 0 _ 0.00 _ . 0.00.w_,_,_,. yJ 15B13-0wc-6 0.093 s 0.00 0.00 0 0 0 0 0 LL 0 0 0 -G NYBTG Default 0.300 s 0.00 0.00 0 0_ _ 0 _ 0 0 0 0 0 .___- .- __. _ . 12F-0sw 0.065 w - �3„.40, ,,,;'0.78 '` '27 '� '�27 `- `�93 r' �' 21-- NYBTG.-Default - - _0.300 -W '-•._15:69 .: .2l'_Z3 '0.'_ ...'.,_0.: .,';•.,_m_0 w w__R :0__. '0 ; . 0 0 W 56 Y 113-&c-6 07093 w 0.00 0.00 0 0 0 0 0 0 0 0 P.,: 12C-0sw . •',0.091 . '.r,.aa.:_ .4.76 _,0:76 ._.... :,0 0:..._ 0 ......_ .0. . ... f,0 C 16B-38ad» 0.026 1.36 1.21 17 17 23 21 12 -12 17 " 15 rll-C :«:._18B-38w. ": ;._ ":0.029....` M_. ;1.52.:._;0:40' ;491 .• ;'._'_491 `"`7,44 „ __'.0 -,7-0_ ,749 .:,:�41135 ' rr_287 F 19A-21bswp _ 0.045 - 1.88 0.33 0 0 0 0 0 0 0 0 IF_._ ..19A-21 bs -_ __ __._, v wp _0.045 0.00: -�0.00 __Jo ,_,,,.0.: 0. F 20P-21w 0.047 0.00 0.00 0 0 ... 0 0 0 0 0 0 21A-28t.:..:._ .•:.'• __..:r._. 0.022 _.- 0.00 . =m0,00_'. ..._..?_0 '. . .':0 `....- ..O _ _... 0 _» wO m.._.. ._: 0 O W__m_ 0 F 22B-55wpm 0.449 - 23.48 0.00 14 1 26 0 12 0 3 0 ..,. - 777 fit: �}•- ,_.� .._ t' ..,.. ... .,_ ...,.4. „ ''k_.. .n _ n �....,... ..,...,.a lij'' ... .m .•.. •.,,.._...x..,._ ..,r» .__. ,.�r,x'-,y...e.. _..,.ati .< .�,._,.[. , , r f- "r 61 c)AED excursion -35 -18 Envelope loss/gain 2749 897 1309 330 12 a) Infiltration 641 51 77 6 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 3 690 Appliances/other 3784 1400 Subtotal(lines 6 to 13) 3390 4732 1386 2426 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3390 4732 1386 2426 15 Duct loads -0% 0'0 0 0 -0% 01/0 0 0 Total room load T3390 4732 1386 2426 Air required(cfm) 192 248 78 127 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wr igtitsoT-tt- 2021-Nov-13 16:48:36 . A "° Right-Suite®Universal 2021 21.0.08 RSU26095 Page 6 ...Youngs Avenue\4832_Youngs_Avenue_Permitting.rup Calc=MJ8 Front Door faces: N v Right-JO Worksheet Job: 2848 Nvw Yo le ol'fIDIN� Date' Oct 27,2021 First By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name Office Living 2 Exposed wall 5.5 ft 45.3 ft 3 Room height 9.1 ft heat/cool 15.5 ft heat/cool 4 Room dimensions 5.5 x 13.8 ft 21.0 x 12.8 ft 5 Room area 75.6 ft' 267.8 ft' Ty Construction U-value Or HTM Area (ft2) Load Area (ftj Load number (Btuh/ft1VF) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 ^_ - _ 12F-0sw -'` 0.065 n-..._- 3:40 r_-'_0.76 _0_ 0 p _ 0 ---_�_ __0 NYBTG Default ,0.300 ,. n., , . 15.69 8.5E 0 s, 0 . : 0 0 0 0 0 0 NYBTG D'efauit ,- ..'' .0.300 n 1869 5.99 0 W ., ...15B13-Owc-6 _0.093._.n,:, 0.00 .,.__._0.00 0..,........_0_..... _ 0 0 0 , _0 .; 0.,� 0 11 IW 12F-Osw 0:065 ,e, r, 3.40. 0.78" " ' 0>.,, ,..;0 0 i 0 p -',' .116 85`' 287 !G NYB.T.G_Default___,._..,W._._: -0.300_;,e_:.__,.-15.69 v: 31.04 '�__ 0. _ u,_.0: `.,.:_. _0�,�__ _,0 32. _. __.-0 __'___494_LL___978 W 15813-Owc-6 0.093 a 0.00 0.00 0 „-,_ 0___ 0 0 0 _ 0 0 0 W. 12F-Osw �' ;- - 0.065 5 9.40 - 0.78 �� b0:'- 34".,. A16`•-. 27 .:.>- 825' -220. ^ 747 971 NYBTG'Default, ..'"'' ' 0.300 's' :15.69 ` 15.33"w '?t.16 :,?. 0;'' 251 246 0''` " 65� . F :625 NYBTG`Default 0:300-. s" -''µ.15.69. 15.39?' ' ,.. ,0 .7; : 0", '0 0 0 1 1 -'NYBTG-Default_..__ _._.0.300_.;s,: _ 0.00 , .-0.00:: _.,,___'.;0 __._,0_ 0: _,..__�0 ____ 0 W__. _.. 0 ., .___-.0 _'0 Wi 15B13-Owc-6 0.093 s 0.00 0.00 0 0 0 0 0 0 0 µ 0 T-G NYBTG Default 0.300 s 0.00 0.00 0 0 0 0 0 0 0 0 12E 0sw - 0.065 w 3.40 . ' 0;762.0 .., 0 0 " 0:.';,r.:..1.0 ',.:.;,a'.'`.0: 6 y 0 NYBTG Def 40 ault 0.300 w .O.Oo,, 0,00, "0 p,.0 ": -0 `; �.. NYBTG Default.._.-:_.,_..:.,'_'0.300_sW ..._,15 69 .'_.21:73 0.....-:...'_M,,0 __'. W,9._ 0 ,, 0 :_. 828 1147 W_._ 15B13-Owc-6_ _,.. 0;093 _w ._- „0.00._ 0.00 0 0 0_ 0_ 0. 0.._,.„.. . --0- _.._0 :..0.091 ..M-...: _,4.76 .: 0.76.. :'._' 0 0 ..__,.' .,0_. :._w 0 C 16B-38ad _ 0.026 1.36 1.21 0 0 0 0 6 8 8 7 _ rO y„__,_%0 424 F 19A-21bswp m _0.045 - 1.88 0.33 0_ 0 0 0 0 0 0 " µ�0 F. 19A=21bswp:w.':_:_:>'.. :_M0.045 t.. .:. :0.00_ .,.0.00 ':. 't i O 0 w<_..: _0 F 2OP-21w 0.047 0.00 0.00 0 0 0 0 0 0 0 0 0.022._.c...._ ._0.00 :_0.00' H .' 0:' 0,_ , :_ ..A._._..__.� __, .0. � ._':0 0 F 22B-5wpm.,--,-w . .- --,_,0.449 - 23.48 0.00 0 0 0 0 0 0 0 0 - _vt , -..... ..,.. -.�., : _ .... , 6 c)AED excursion 58 -47 Envelope loss/gain 367 331 4841 4157 12 a) Infiltration 84 7 921 74 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 3 690 Appliances/other 1732 1400 Subtotal(lines 6 to 13) 451 2070 5762 6320 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 451 2070 5762 6320 15 Duct loads 1 -0% 0% 0 0 -0% 00/0 0 0 Total room load 451 2070 5762 6320 Air required(cfm) 26 108 326 331 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. fI.1- wrigistsolFt" 2021-Nov-1316:48:36 P. """ Right-Suite®Universal 2021 21.0.08 RSU26095 Page 7 ...Youngs Avenue\4832_Youngs Avenue_Permitling.rup Calc=MJ8 Front Door faces: N NEW YOftK &UI IOING Right-JO Worksheet Job: 2848 First Date: Oct 27,2021 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com VNkb:www.NYBTG.com 1 Room name Foyer Hall 2 Exposed wall 10.0 ft 12.8 ft 3 Room height 9.1 ft heaticool 9.1 ft heat/cool 4 Room dimensions 10.0 x 11.5 ft 1.0 x 226.9 ft 5 Room area 115.0 ft' 226.9 ft' Ty Construction U-value Or HTM Area M Load Area (W) Load number (Btuh/ft;°F) (Btuh/ftj or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-6sw'-'' 0:065 �m 3.40 0.78 ;., -:9122 93 50 169 39 V�I C NYBTG Default___ 0:300 �n '15.69 ': .;.8.56 36 0 565 308': '' ,. 44 }0 683 372 _N,YBTG,.Oefaulti. ..w�, ^L_n 0,300 n.n ,•M` 15;69 :_.m: '5:99 33: ;0 :,. • ..518 _196 ``_... ;:,0 _0 .. _ '0. _:, _• 0__..,., _.. w _._._.__ _,_ , _ .. k. W_ 15B13-0wc-6.... .._....:.. ..........0.093_.0.. 0.00..__.-.0.00__.......,_-.0.... 0 0 0 0._ „_0 ,r. 0___,_.__.,0 _.. ._ ___.».. 11 1W1 ,r.- 12F.Osw'r y ,_. 0.065 'e 3,40 ..,'.:0:78 ".'.;;,.. 0 .,ti 0 °';.,.. ,i 0' ' '. .0;'.,• +'11 11 f ';39 9 ._._G .NY «.___: __0:300 eq____.15.6931:04 ._.:_'::=:_0_... :w._- 0 .:_:__.b -__' 0 , :0:<._:.__., 0 w 15B 13-Owc-6, _ 0.093, e_ 0.00___0.00_ _ 0 0 0 0_ __-_ 0 0__._ 0 0 W-R 12F-175w' a" 0.065` s.• "3:40 0.78• 0 0 0 , 0 ,4,,, �� NYBTG`Default ''0:3,00 s:, 15.69 > ',.15.39 .b 0',_ ;,0; ;•; 0 0;: '• ,'0" „0' 0 NYBTG Default 0.300 s '15:69 "15.39 0 0 0 0' 0 0 0 0 ;_NYB.T.GDefa It .._ 0 0__.._._:0_ ____. 0 __u _ 0 v� 15B13-0wc-6 0.093_ s 0.00 u_ 0.00 _ 0 0 LL 0 0 0 0 O F 0 t-C NYBTG Default 0.300 s 0.00 0.00 0 0 0 0 0 0 0 0 12F-Osw• 0.065 ,w :'3.40 ,0.78 0' 0 0 _..,0 11 .11 39 9 NYBTG befault 0:300 .;,w 0.00' 0.00, `0 0 0 `( 0. % 0 0 0 ' 0 NYBTG Default- 0:300 .w. '.15.69 21.73: 0' 0 0• 0' 0 0` 0 0 _., uk _.._.,_ >._.._ a_.._._ _ a. w 15B13 0wc 6 -- 0.093 w._ 0.00 " 0.00-__ 0_ _.,._-_. _ .� 12C-0sw.- _ _` "_,_- ._0.091 '._- -:- 4:76_x .,'.0:76_ _�:.::._0',-`..:a:'A. �'_r..__0 %_.' __.0.:..;.....,�-_.,0.`__' 0•.;:"'_ 0...�__..._._0 C 16B-38ad 0.026 1.36 1.21 16 16 22 19 0 0 A 0 0 18B-38w,,;'..'..'.. ,.:.:. :.:.: 0.029 - ' :1.52 :•.:.:'_.0:40.".,.`:.;:.::,0:: 0 .... .. «0 0 F 19A-21bswp __.._.. ,- .....,_0.045 1.88 0.33 0 0 0_ 0 0 _0 -c. ..__,.•0.00, :. 0:00 .',:b.'M_..._ . _.0, ... .._. _...,:i0 __. _-0 _ _0 F 20P-21w 0.047 0.00 0.00 0 0 « 0 _ 0 _ 0 0 0 0 :0.022..= ._: ,0:00':'`..:...0.00 _.. ,.V O ,.,_.._... 0 Y.0 z __.,-__'0 a_.. 0 _..._a 0. _._._,. 0 F 22B-5wpm 0.449 - 23.48 0.00 0 0 0 0 0 �0 0 0 - Jv » u . , «,. ..tea...,._. 6 c)AED excursion -4 -8 Envelope loss/gain 1179 538 929 421 12 a) Infiltration 153 12 196 16 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 682 Subtotal(lines 6 to 13) 1333 5511 1125 1118 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1333 551 1125 1118 15 Duct loads -0% 0% 0 0 -01/0 00/0 0 0 Total room load 1333 551 1125 1118 Air required(cfm) 75 29 64 59 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -�}+- wrigF�tsoft^ 2021-Nov-13 16:48:36 Right-Suite®Universal 2021 21.0.08 RSU26095 Page 8 ...Youngs Avenue\4832_Youngs_Avenue_Permitting.rup Calc=MJ8 Front Door faces: N �> Right Worksheet Job: 2848 NEW YOBK f® IBUI'I DiNi Date' Oct 27,2021 A First By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name Powder Mud 2 Exposed wall 0 ft 123 ft 3 Room height 9.1 ft heaticool 9.1 ft heattcool 4 Room dimensions 5.5 x 5.5 ft 1.0 x 69.9 'ft 5 Room area 30.3 ft2 69.9 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/ft2-'F) (Btuh/ft5 or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-0sw'.. �._. :'.00HS ..,n., g.40 T Oi78 �i, 0 '_ -y0: , 0._ _,O_ _;0 ----- _0_, 0 V��J r .NYBTG Default :0.300 -n, ':' 15.69 :.':;'"8:56 `, ,,','; ',0 0 0 0 '0 4 0 0 0 �G NYBTG Default 0300 n; 15.69 5.99' 0 0 0_ 0 0 0 W 15B13-Owo-6 m 0.093 n 0.00»- µ 0.00 0 0 ° 0 0 0 - 0 0 0 12FOsw:.' 0:065 «.e... 3.40' 0.78` w.0 . _ 0,_ _0_ 0._ 0,.:,:; . :0 0 W 0. 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" Right-Suite@ Universal 2021 21.0.08 RSU26095 Page 9 ...Youngs Avenue\4832_Youngs_Avenue_Permitting.rup Calc=MJ8 Front Door faces: N NEW YORK �BU Right-JO Worksheet Job: 2848 IUIJIDiNG Date: Oct 27,2021 First By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name Laundry 2 Exposed wall 13.8 ft 3 Room height 9.1 ft heat/cool 4 Room dimensions 6.5 x 7.3 ft 5 Room area 47.1 ft' Ty Construction U-value Or HTM Area (ft� Load Area Load number (Btuh/ftlt•°F) (Btuh)`ft� or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-0sw-_:'. • 0.065 ':n 3:40 0:78 55".: as••40 136...;. 31 --G NYBTG Default . ,:0.300 'n 15.69 :'&56 '15' -0, 228 ;124 �=G NYBTG'Default' 0.300 'n' 15.69 •5.99' 0; "0 • .W ,.. 15813cOwc-6 .... .,. ._,.,...__0.093 n. ,0.00 , 0.00... . 0. 0. ., -__0� WD 12F Osw :„0,,065" e 3.40 0.78 ' 0 0 0 '0 I _ '".. .G :NYBTG,Default,;:' ._:. •_:.:'.::.:0:300 .,e.. `31.04_:.._,r ,: 0.. . 0 ..„.d 0.. __.-.. `0:...... .._ _._... _ w..._." 151313-Owc-6 0.093....a 0.00 _...._0.00 . . ...-.....0.. ,,....;._0.,. �- - 0 W 12F.=Osw- 0.065 . s;> 3.40 0.78 ?,0 0, 0 0 NYBTG Default Or`300 ,;s 15.66. 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' ..._. 0.300, w, „15:69 '.;'':21.73^_. 0 0 0 ,._... � ,0 .__,..,.. _.-------- W, 15B1,3-Owc-6 0.093 w, 0.00 ...:..,.0.00... ._.. 0 0._ ._ 0 P.'.; 126=0swe.`.'.`..^....:' ::>.''. .0.0,9.1 .. 4,76 .`::'.' 0.76::;t: 71 . 71 C 1613-38ad 0.026,_.- 1.36 1.21 47 47 64 57 _ r .. �0 0 _0 „„0 F 19A-2lbswp 0.045 1.88 0.33 47 47 88 16 19A=21bsw01,.u': .,5.:. .1._0.045', '. .,.0.00 ''-.:::0:00:;:)°:''.:,;0 0 F 2OP-21w 0.047 0.00 0.00 0 0 0 0 _., 21A-28t" 's 0.022.' 0.00 0 F, 22B-5wpm, . 0.449 23.48 0.00 0 0 0 0 _. ^t �i , r , 6 c)AED excursion -8 Envelope loss/gain 852 273 12 a) Infiltration 92 7 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 841 Subtotal(lines 6 to 13) 944 1122 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 944 1122 15 Duct loads I -O% 0'/0 10 0 Total room load 944 1122 Air required(cfm) I 1 1 53 59 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. i'�i- wrigtstsolFt^A Right-SuiteRight-Suite(g) 2021-Nov-1316:48:36 Universal 2021 21.0.08 RSU26095 Page 10 ...Youngs Avenue\4832_Youngs_Avenue_Permilting.rup Calc=MJ8 Front Door faces: N N F.W YOPKRight-J®Worksheet Job: 2848 ''�� IBU=I GIN6 Date: Oct 27,2021 Master By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name Master Master Bed 2 Exposed wall 78.3 ft 18.5 ft 3 Room height 10.1 ft d 11.1 ft heat/cool 4 Room dimensions 1.0 x 353.6 ft 5 Room area 701.6 ft' 353.6 ftz Ty Construction U-value Or HTM Area (W) Load Area (ftj Load number (Btuh/W--'F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool -. - - -----, _. 6 12F4sw .:..,' < '. .'. .' 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'.::.,;o. o oo �.o F 19A-21bsw „ 0.045 0.00 0.00 0 0 0 0 0 0 " 0 0 .R p y ..,_ 19A-21bswp_.... 0:045 0:00 :,. _...2,0 F 20P-21w 0.047 0.00 0.00 0 0 0 0 0 0 0 0 21A=28tr 0:022 . 0,00,;': .6.00 .,1...,, ..0., 0 0' ......0 F,,,,W 22B 5wpm, 0.449 0.00 0.00 0 0 0_ 0 0 0 0 0 n , .. ... .. _. _. ..... .._."_«...... .. ,. . .. ..-.._.... „_. .._,......�'t'' ��•i Vie'°._."... .......... .... «.,. _,...,, _...,.__x__, " x 6 c)AED excursion 384 138 Envelope loss/gain 4779 3472 115631 1327 12 a) Infiltration 941 75 346 28 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 2674 1992 Subtotal(lines 6 to 13) 5720 6222 1910 3347 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 5720 6222 1910 3347 15 Duct loads 10°/u 01/0 0 0 -00/6 00A 0 0 Total room load 5720 6222 1910 3347 Air required(cfm) 617 617 206 332 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. �- wrYgF�tsoft° 2021-Nov-1316:48:36 Right-Suite®Universal 2021 21.0.08 RSU26095 Page 11 ...Youngs Avenue\4832_Youngs_Avenue_Permitting.rup Calc=MJ8 Front Door faces: N a NFW Y Right-JO Worksheet Job: 2848 OPN •1� BU�JiDiN' Master Date: Oct 27,2021 77 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name Master Bath WIC 1 2 Exposed wall 21.8 ft 38.0 ft 3 Room height 9.1 ft heat/cool 9.1 ft heat/cool 4 Room dimensions 1.0 x 172.0 ft 1.0 x 176.0 ft 5 Room area 172.0 ftz 176.0 ft' Ty Construction U-value Or HTM Area (ft� Load Area (ft') Load number (Btuh/ft;°F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 . 12F,-Osw';. ..; '.0,065 , n 0.00':...600 ' .",.,:i.p 0' 0,.:..••'a: .;:0 :". 0 0 - 0. 0. 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D F 22B-5wpm __. .. 0.449 _ 0.00 0.00 0 0 -0 0 0 0 - 0 0 5 : v , e .V. 6 c)AED excursion 78 167 Envelope loss/gain 1346 841 1869 1304 12 a) Infiltration 188 15 407 33 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 341 341 Subtotal(lines 6 to 13) 1534 1197 2276 1678 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1534 1197 2276 1678 15 Duct loads -01/0 00/6 0 0 -0% 0%10 0 Total room load 1534 1197 2276 1678 Air required(cfm) 165 119 246 166 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. •r d- w.-ightsoft- 2021-Nov-13 16:48:36 Right-Suite@ Universal 2021 21.0.08 RSU26095 Page 12 ...Youngs Avenue\4832_Youngs_Avenue_Permitting.rup Calc=MJ8 Front Door faces: N NFW YOPN BUII DING Right-J0 Worksheet Job: 2848 Second Date: Oct 27,2021 New York Building Technology Group By: Tom Baccarella 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name Second Bed 3 2 Exposed wall 128.5 ft 25.5 ft 3 Room height 9.3 ft d 8.1 ft heat/cool 4 Room dimensions 1.0 x 182.8 ft 5 Room area 795.3 ftz 182.8 ft' Ty Construction U-value Or HTM Area (ft2) Load Area M Load number (Btuh/ft;°F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-Osw,?-' ''., ,,'' ,.• :0:065 n' 3.40 0.78'--�•.,..'2M 195 662 152 0 0 :0 °'. -';'. 0 NYBTG"Default •..,' ,•.= :,::0.300,"'n„ 15.69 ,8:56'.: ",' :28 °.;"! p :.' 439`' :. 240 " 0' ";:D D : 0 _ NYBTG'Default'..'. 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'-K3.40 '.W^^0:78" ,' ":'29t3 .;..;.- :,". e . ,. .__ ..z_ _ _ . 298 1012 - 232 t; ;' 0 ;: • '',0 .,' 0 0 NYBTG Default. :.; 0.300 w' 0.00 0°00:.; 0; f•- .p • .. 0 0•. 0 O 0 0 _NYBTG Default =.. _0300�w.w._. _;0.00 _. 0.00_:_ W W..`.0_-____',.,:"M_0_ ".,."` _0 :w,.:0 ._=wO_" :. 9 W r 15B13.Owc-6 0.093 w 0.00 0.00 0 0 0 0 0 0 0 0 _._ "-, ..r...y iy .�. C.., _ ..-J _ ...... .12C-Osw, ,.. ._:: . '..,_a..0,091 .,o.00 : ."a 0 :t.! rv0 0- .. 0 ;D:. 0 0 _. 0: ...._ . 0 C 1613-38ad 0.026 1.36 1.21 918 918 1248 1114 183 183 249 �222 "_0.00_-...-�0.00 =0;�e ... :0 M .: 0__;_ _0::, .--'____0 F 19A-2lbswp 0.045 - 0.00 0.00 0 0 0 0 0 0 0 0 F.. 1.$8 1... "0.33 _.. ,3'. 3 .er,.... :•5. _..... ,:,:1 ...°.:0 w__.,,.__:0. F 20P-21w 0.047 2.46 0.31 8 r 8 F„ 18 2' 0 0 _0 0 _, w_.._,._,.._.,_..w_. ._.. ._._._ " F" 21A-28t :::_- :',.0.022, _c. '' _.0.00 ... '0:00 ' .. _..^'0 0 ...._ 'p _ _._.._ O _... 0 _0 . _ F 22B-5wpm _..._,_ 0.449 - 0.00 0.00 0 0 0 ,0 YO O rD 0 7171 _ -......�. .. ,,..•. .,....,.,uo-..',,J..+...:_a-,,.,.-n.. ......+_".._.......«...,.r::.>n._...., fa+:unr,.. ....r...a.:._...,_.�...,...:n,. ..._,',.....,:..... ,,,w....u .- mY,... .k:." ...._...._ .,....�.._ ___i... ,..a._.._ _»a.�..._ ,_..-.._..-..,.,....,fir-..,-n.=.... ..-..+n .e...._....;._,t 6 c)AED excursion 334 175 Envelope loss/gain 6129 3640 1438 1138 12 a) Infiltration 1756 140 348 28 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 17141 1400 Subtotal(lines 6 to 13) 7885 10922 1787 2566 Less external load 0 .0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 7885 10922 1787 2566 15 Duct loads 52% 22% 4093 2368 52D/a 22B/. 928 556 Total room load 11978 13290 2714 3122 Air required(cfm) 617 6171 140 145 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -F+i•- wrl out ac vt"AM 2021-Nov-13 16:48:36 Right-Suite®Universal 2021 21.0.08 RSU26095 Page 13 ...Youngs Avenue\4832_Youngs_Avenue_Permitting.rup Calc=MJS Front Door faces: N nFw Right-J®Worksheet Job: 2848 YORK "a�d;D'°`^ Second Date: Oct 27,2021 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name Bed 4 Bed 5 2 Exposed wall 29.5 ft 35.8 ft 3 Room height 8.1 ft heat/cool 8.1 ft heat/cool 4 Room dimensions 1.0 x 188.6 ft 1.0 x 213.9 ft 5 Room area 188.6 ft' 213.9 ft' Ty Construction U-value Or HTM Area (W) Load Area (ft°) Load number (Btuh/ftz'F) (Btuh/ftj or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 '.,,,''= 12F-0sw .' 0:065; 'n :;+,.. 340 ;;.' 0.78.,m :,•,:: 0 ;0",;.. . 87 78 ;61 NYBTG Default. ,' 0,300 n'' 15.69 "•r 8:56 0 0 r' ''0 0 9 ,, t;<• 0 146 80 NYBTG Default 0.300 nu..,.._._,. n ., '0.00:'.` i0:00 , . , ;0 , - 0 0' ,_. O _. .,.'`0 • - 0 0' 0. _. _. 11 W.. 12F0sw 0:065 a 3,40 ,,r's0.=78 ``._...•.:'0 0 .: w ,,,^0..,. m.. -6 ..,, r203 `203 .,..:688 +;;:158 r=-.G. NYB.TG.Default. 0.300 e' 0.00 0.00_,..... _.0`, :. 0 0. .. ...: .;'.0 0.....+;'::_:.0._'.W.,c, ._0 ..j.- .,;0 W 15B13-Owc-6 0.093 a 0.00 0.00 0 0 0 0 0 0 0 0 W:''.;,, 12F-0sw 0.065-,`s . 3t40 ,,:...0.78:'': 11.1 72 244 56, '. '0' :p , ',: :.-0 0 NYBTG G Default; .: • . 0.300" s 15.69 15.39'" 19 0 283 287 ;- •,0 '0 t 0; 0 NYBTG'Default. 0.300 s .0.00;''.'``" -'QOO 0 ., 0 0;. 0 0 0, .. 0 'r•...0 NYBTG Default•:. .:.. 0.300.:s 15.69 i';::.15.39. ',..,,,.21 -0, ..:..:`329 : .•a 323 :. .,.':.:'0..•_:.::_<,..0_.. .. :-. :.0. 0 V1J 15B13-Owc-6 0.093 s 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG Default 0.300 s 0.00 0.00 0 0 0 0 0 0 0 0 12F-Osw. 0,065 w 3.40 - ;:0.78 128 128 ;.,434 ... ,100:.._ w 0;..,.• _ 0 0 w. -_ ,r.0 NYBTG,Defauit '0.300, k, ..,.,0:00,"'"0:00 ''. 0' 0 Oz.`,',"`:",*'p "0 .: 0,",• 0 '•. . t;:;,•0 .NYBTG Default, ."..,...,..,..0:300 w.. '.: 000 .;:,..:;0:00.':,:.ai_ _::0.' :: .:0 .... _.. 0:``'••. ._,,:;..._..:..0..r :G• .'_.: Q. .c::'.:.'•: :0 W 15B13-Owc-6 0.093 w 0.00 0.00 0 0 0 0 0 0 0 0 , _,.0.091, 0.00' ;_.j,0.00.:'::":: '0 : 0 0 :.'..'r 0 0 O :.e_:.;.'_t,0,,_.•.:'-z;0 C 16B-38ad 0.026 1.36 1,21 189 189 256 229 214 214 291 260 C. 1.86-38w,.:::,-': ::.::r•_ ;:-::' 0.029:.: .' 0.00.% 0,00 ... :'0 .- . ..-0 0`. ,,,._...MA .,,. .0 , : . ... .0 0 _.e.- .0 F 19A-21bs 0.045 0.00 0.00 0 0I I 0 m 0 0 0 0 0 F;•.'_ 19A-2lbswp......:: :•.:;.;;:.:::., 0.045 _-1:88 .:' Or33,,:,.^:;. .^.:0,.,., O u.,_,.y. :0 ', :.', .,0_ .,.,. ::.0 .. 0 F 20P-21w 0.047 2.46 0.31 0 0 0 0 8 8 18 2 ._ . . . . .._..ad?.2 . 0. . 0. , a ,:0 . 0 ., ,. .. .. . . -._ . , _. . -.0F ,21A28t : F_ 22B-5wpm, , -, _. 0.449 „- 0.00 0.00 0 0 0 0 0 0 0 0 $- ;.� .. ,:. .. t , 6 c)AED excursion 175 -6 Envelope loss/gain 1556 11701 1408 555 12 a) Infiltration 403 32 488 39 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 1400 1400 Subtotal(lines 6 to 13) 1959 2602 1897 1994 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1959 2602 1897 1994 15 Duct loads 152% 22% 1017 564 52% 22% 985 432 Total room load 2976 3166 2882 2426 Air required(cfm) 153 147 148 113 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. fW wrigFstsoft® 2021-Nov-1316:48:36 Right-Suite®Universal 2021 21.0.08 RSU26095 Page 14 Youngs Avenue\4832_Youngs_Avenue_Permitting.rup Calc=MJ8 Front Door faces: N NFW Right-JO Worksheet Job: 2848 YOBK IB ui DING Second Date' Oct 27,2021 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nyblg.com Web:www.NYBTG.com 1 Room name Bath 3 Loft 2 Exposed wall 17.5 ft 0 ft 3. Room height 8.1 ft heat/cool 8.1 ft heat/cool 4 Room dimensions 6.8 x 10.8 ft 1.0 x 122.5 ft 5 Room area 72.6 ftz 122.5 ftz Ty Construction U-value Or HTM Area (ftz Load Area (W) Load number (Btuh1W-*F) (Btuh/ft5 or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-Osw 0.065 ,n 3:40 „0:78 55. ,- 55 186 43 0 ";- 0 0 0 NYBTG,Default 0:300 ri -:15.69 8:56 0' " i'0: 0 0, 0 A." ' ' 0 _ ,0 G NYBTG Default,,..,. .. ,;''0 300::�:.. 0.00 0.00 . _._..., .0�.. ..._..'=0 ._. _. 0 0 ,.,,.-r.-,0 _.."M '� _. 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'_ . _:Q.045s3 : . ..5::_,m; __1' :...:0 F 20P-21w 0.047 2.46 0.31 0 0 0 0 0 0 0 0 0.022< .i_.,x_0,00 -..;0.00:_.:_ 0:,mi.:.i_.._..0._..: W0'_..._: -.0'_.,::._ _0._`_ _A :__._ _0. 0 F 22B-5wpm 0.449._ 0.00 0.00 0 0 0 0 0 _0 0 0 _ _ k _ ..w .. .+.,-..,.,,.a..r.n.,..w.......... ....ex,._.wax ,. .r.....,. x..n...« ,E M,ai .,.. ..,.....a.. ..._,.... x.M.. ,..... ✓,.,.. ,,.. ..n....i...,,. ,e..x.,w,. -.,......._-.- 6 c)AED excursion -1 -3 Envelope loss/gain 585 199 167 145 12 a) Infiltration 239 19 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 1050 Subtotal(lines 6 to 13) 825 218 167 1195 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 825 218 167 1195 15 Duct loads 52°/D 22% 428 47 52% 221/o 86 259 Total roan load 1253 265 253 1455 Air required(cfm) 65 12 13 68 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrYgFstsoft^ 2021-Nov-1316:48:36 Right-Suite®Universal 2021 21.0.08 RSU26095 Page 15 ...Youngs Avenue\4832_Youngs_Avenue_Permitting.rup Calc=MJ8 Front Door faces: N NFW Y Right-JO Worksheet Job: 2848 OPK f B'I:DING Date' Oct 27,2021 Second By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name Laundry 2 Upper Hall 2 Exposed wall 0 ft 20.3 ft 3 Room height 8.1 ft heat/cool 8.1 ft heat/cool 4 Room dimensions 3.8 x 4.0 ft 10.0 x 12.3 ft 5 Room area 15.0 ft' 0 ft' Ty Construction U-value Or HTM Area (ft� Load Area (ft� Load number (Btuh/ft;°F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool " 2 49'6 12F-0sw 0.065'yn 3:40•.,. 0.78 , 62 0. z,0., p. .,. -• 81 21 NYBTG Default,' 0.300 >n 15.69 :- 8.56 "".0. 0• 0 .. 0` 19 :, 0 - 293 , 160 NYBTG'Default ,_W_.._._..:.__Q300 _n.: .; 0.00 ,;,_'0.00, r' `0. 0 .. 0' 0 0 0 0 0 W_ 15B13-Owc-6 . . 0,093 __n._ _._-_0.00 ._. _0.00 .,_.,._..._..0 ., -.. _..,0_......_ -,0.. . ...._._6 0 0 r _9.. _ 0 11 'W�,�.'. 12F:Osw „,. ;Y w0.065 e.; -3.'40 .0:78 ... ,`:'„j D„'-. 0,' 0." 0 0 0 0 0 G..NYBTG-Default_.._-::.:.::.-:;,,0.300-.-e:_ _:0.00' F:.:0.00 ym;;_, 0;.._.y_,,.,...,.0:._._.. 0 �.,_A .,_ _ 0._ ,_,,,. 0_ .__W_>0 _., m_ 0 W„ 15B13-0wo-6 0.093 e_ _ 0.00 0.00 0 0 0 0 0 0 0 0 \N``'' : .12F=Osw,„• ,. 0:065 us„ 3.40- ...078 : .. ;.0 ,_0 0 0.., p 0 p- '0 NYBTG Default,,; 0.300 >,'s•' ' 15.69 15.39'✓'`~ 0 °0 ;0 .0 j0 0 0 0 `I 0' `0 0 0 .0 u ",O'300 's 0 00 "0.00 0 0' " 0'�, -G NYBTG Defa It':° . , .. 0 .. ... `0 0' . .». '0 W 15B 13.Owc-6 0.093 s 0.00 0.00 0 0 „ 0 0 0 0 0 0 I�_ NYBTG Default 0.300 s 0.00 0.00 0 0 0 0 0 0 0 0 T.12F-0sw, -- 0:065 �w r 3.40 '..0.78 ;0._. _.0 _ 0 r-,-;,p 83 .. ;_.v'282 ',65 NYBTG•Default 0.300 .w*.'•• " 0.00 y'",-0.00 0 0 0 0 0 0 . 0 0 _ _ . NYBTG Default �:'0.300.:.w-•'--; -O.oO. :W.:0.00_;_:., ._ 0.4.. :_,. 0 .,__:_-._.•A:..._: ..._ 0._.:_� 0 __.._: 4: _ _a0._..,.__'-�Q W _ 15B13-Owc-6._-.__. 0.093..._w. 0.00 _ ^ .0.00 0 _ 0 _-_. _..._0 _ 0.._.. 9 ._._0 0 0 M_0:00 _..0.00 r, }: ..v0 w 0 0' ...." .0 0: 0 - 0 C 16B-38ad 0.026 1.36 1.21 15 _ 15 20 18 123 123 _167 �149 0.029 __=.0 _ D. F 19A-2lbswp 0.045 - 0.99 0.00 0 0 0 0 0 0 _ 0 __ 0 _..r_--- ._�. _ ___...._.._ . _ _ _ _ 1:88..`. '.-.0.33 •_ ._0 ' ....,.. .. 0'.... .., wOv".....-..,._;0._ _.._..."'0 .. ...,:,0'. 0. -0 F 20P-21w 0.047 _ 2.46 0.31 0 0" 0 _ 0 _ _0 D y 0 0 F" 21A=281i 0.022 0:00 .0.00 -'0 0 ` » -';0 0 0 0 : r - , F 22B-5wpm 0.449 - 0.00 0.00 0 T O 0 0 0' 0 0 0 ,7, .. F•., <,. .r. .'gig;, t�'�:`,�,,....- , .........,�....,._....^.._ :_.......ra.r� .,:+.?v.:e,.. : ..";....:...,r.,.".m.:;'®.:.�. .x»......«. ...-,......, ,.... ...,.. .+.•.......».. ,.�.-._,..,_ ..,.._.....1,.Y_ .. .,,_..... .:..'..S a-.,ail.i 6 c)AED excursion -2 -4 Envelope loss/gain 20 16 9541 418 [13 a) Infiltration 0 0 277 22 b) Room ventilation 0 0 0 0 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 841 1050 Subtotal(lines 6 to 13) 20 857 1230 1490 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 20 857 1230 1490 15 Duct loads 52% 22% 11 186 52% 22D% 639 323 Total room load 31 1043 1869 1813 Air required(cfm) 2 48 96 84 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -i'�i- wrigF�tsof'te 2021-Nov-1316:48:36 . A Right-Suite®Universal 2021 21.0.08 RSU26095 Page 16 ...Youngs Avenue\4832_Youngs_Avenue_Permitting.rup Calc=MJ8 Front Door faces: N N First Floor "1 10 cfm "110 cfm Living 108 fm 166 cfm 166 cfm �'165 cf �123 cfm 127 cfm 18• `8• 110• 110' 110' ,-89 cfm 7„ Office 116 x 1 D Master Bath WIC 1 123 chn Master Bed \10 x VIn 10 18. .8• Great Room 1167 cfm IF�fm' Bed72* '7. Powder 4 cfm 10x101 0x 10120x10 110xto 110x10 '16x 10 11 x10 a' 17- Mud 4 cfm �27 cfm 24 cfm '74• 16- Bath 2 .8• Hall Garage 7' •7- ;Rlser 5 cfm ,Chen' cfm Foyer Pantry cfm Ret Riser 12x14 Su 16 x 10 Job#: 2848 New York Building Technology Group Scale: 1 : 144 Performed by Tom Baccarella for: Page 1 4832 Youngs Avenue-Southold, NY 159 Rt 25A Building 1 Suite B Right-Suite®Universal 2021 PO Box 1253 Miller Place, NY 11764 21.0.08 RSU26095 Southampton, NY 11969 Phone:631-495-0289 2021-Nov-13 16:49:05 Phone: 631 379-8435 ...832_Yolmgs Avenue_Permitting.rup � � www.NYBTG.com Tom@nybtg.com zacharyclanahan@gmaii.com N Level 2 17" 17" '-77 cfm 72 cfm Bed 3 8ad 4 17" '177 cfm I7" Laundry 2 72 cfm 10 x 10\14 x 10 6 "4 cfm �14 x 10 114" —617 cfm I1ox10 Loft Bath \74 cfm7" 17" �65 cf 17" '-68 cfm Bed 5 17• 74 cfm Upper Hal 18"'�96 cfm Job#: 2848 New York Building Technology Group Scale: 1 : 144 Performed by Tom Baccarella for: Page 2 4832 Youngs Avenue-Southold, NY 159 Rt 25A Building 1 Suite B Right-Suite®Universal 2021 PO Box 1253 Miller Place, NY 11764 21.0.08 RSU26095 Southampton, NY 11969 Phone:631-495-0289 2021-Nov-1316:49:05 Phone: (631)379-8435 www.NYBTG.com Tom@nybtg.com _...832Youngs Avenue Permitting.rup zacharvclanahanr0ebgmail.com N Basement \135 cfm \115 cirri �86 cf.d 6 \86 cfm its cfm '8. '8. 1 o .7^ .7^ Open Area 1124x 1t0 11 x t0 Rec/Lounge �8. 8^ 14 10 6 7 cfm \135 cfm `1 \27 cf Bath 1 Mech Ret Ris /12 x 14 Sup Riser 16 x 10 Job#: 2848 New York Building Technology Group Scale: 1 : 144 Performed by Tom Baccarella for: Page 3 4832 Youngs Avenue-Southold, NY 159 Rt 25A Building 1 Suite B Right-Suite®Universal 2021 PO Box 1253 Miller Place, NY 11764 21.0.08 RSU26095 Southampton, NY 11969 Phone:631-495-0289 2021-Nov-1316:49:05 Phone: (631)379-8435 www.NYBTG.com bt Tom n com •••832Youngs Avenue_Permitting.rup zacha clanahan@ mail.com @ Y 9 _ Duct System Summary Job: 2848 NEW YOfiK BUILDING Date: Oct 27,2021 ��aa • °` Basement By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tam@nybtg.com Web:www.NYBTG.com For: 4832 Youngs Avenue- Southold, NY, Zachary T Clanahan Architect PO Box 1253, Southampton, NY 11969 Phone: (631) 379-8435 Email: zacharyclanahan@gmail.com Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.27 in H2O 0.27 in H2O Available static pressure 0.23 in H2O 0.23 in H2O Supply/return available pressure 0.180/0.050 in H2O 0.180/0.050 in H2O Lowest friction rate 0.067 in/100ft 0.067 in/100ft Actual air flow 617 cfm 617 cfm Total effective length(TEL) 346 ft • • ® ® ' • Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Mat] Ln (ft) Ln(ft) Trunk Bath 1 h 534 27 2 0.067 6.0 Ox0 VIFx 45.3 225.0 st13 Bed c 1122 66 86 0.087 7.0 Ox0 VIFx 37.0 170.0 st14 Bed&A c 1122 66 86 0.077 7.0 Ox 0 VIFx 28.5 205.0 st14 Open Area h 2715 135 107 0.079 8.0 Ox 0 VIFx 58.8 170.0 st13 Open Area-A h 2715 135 107 0.068 9.0 Ox 0 VIFx 59.8 205.0 st13 Rec/Lounge c 1501 93 115 0.070 8.0 Ox 0 VIFx 25.3 230.0 st13 Rec/Lounge-A c 1501 93 115 0.071 8.0 Ox0 VIFx 39.3 215.0 st13 • • • Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st3 Peak AVF 617 617 0.067 634 12.5 10 x 14 ShtMetl st13 Peak AVF 484 445 0.067 581 11.4 10 x 12 ShtMetl st3 st14 Peak AVF 133 172 0.077 247 7.5 10 x 10 ShtMetl st3 ® ® • Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening (in) Matl Trunk rb2 Ox 0 617 617 75.3 0.067 442 16.0 Ox 0 VIFx " wrightsoft® 2021-Nov-13 16:48:38 (� <....•,-.a Right-Suite(R) 9 Universal 2021 21.0.08 RSU26095 Page 1 ...Youngs Avenue\4832_Youngs_Avenue_Permitting.rup Calc=MJS Front Door faces: N IDuct System Summary Job: 2848 NEW YOflK BUILDING Date: Oct 27,2021 First By: Tom Baccar®Ila New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com • - • • 1.For: 4832 Youngs Avenue- Southold, NY, Zachary T Clanahan Architect PO Box 1253, Southampton, NY 11969 Phone: (631) 379-8435 Email: zacharyclanahan@gmail.com Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.27 in H2O 0.27 in H2O Available static pressure 0.23 in H2O 0.23 in H2O Supply/return available pressure 0.175/0.055 in H2O 0.175/0.055 in H2O Lowest friction rate 0.057 in/100ft 0.057 in/100ft Actual air flow 1167 cfm 1167 cfm Total effective length(TEL) 402 ft -Supply Branch Detail table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln (ft) Ln (ft) Trunk Bath 2 h 474 27 7 0.103 6.0 Ox 0 VIFx 9.5 160.0 st5A Bed 2 h 1571 89 76 0.111 7.0 OX 0 VIFx 18.5 140.0 st5 Bed 2-A h 1571 89 76 0.123 7.0 Ox 0 VIFx 17.3 125.0 st5A Foyer h 1333 75 29 0.075 7.0 Ox 0 VIFx 38.8 195.0 st4A Great Room c 2426 78 127 0.095 8.0 Ox 0 VIFx 19.3 165.0 st4 Hall h 1125 64 59 0.070 7.0 Ox 0 VIFx 33.8 215.0 st4B Kitchen C 2366 96 124 0.113 8.0 Ox 0 VIFx 25.5 130.0 st4 Kitchen-A c 2366 96 124 0.102 8.0 Ox 0 VIFx 21.5 150.0 st4 Laundry c 1122 53 59 0.067 6.0 Ox 0 VIFx 55.5 205.0 st4B Living c 2107 109 110 0.099 7.0 Ox 0 VIFx 47.8 130.0 st4 Living-A c 2107 109 110 0.089 8.0 Ox 0 VIFx 37.3 160.0 st4 Living-B c 2107 109 110 0.093 8.0 Ox 0 VIFx 49.3 140.0 st4 Mud. h 604 34 6 0.057 6.0 Ox 0 VIFx 51.0 255.0 st4C office C 2070 26 108 0.076 8.0 Ox 0 VIFx 44.8 185.0 st4A Pantry h 2001 113 42 0.117 7.0 Ox 0 VIFx 19.8 130.0 st5 - - wrightsoft® 2021-Nov-13 16:48:38 Right-Suite®Universal 2021 21.0.08 RSU26095 Page 2 +� ...Youngs Avenue\4832_Youngs_Avenue_Permitting.rup Calc=MJ8 Front Door faces: N Sup - b- • Trunk Htg pig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st4C Peak AVF 34 6 0.057 49 4.4 10 x 10 ShtMetl st4B st4B Peak AVF 151 123 0.057 218 7.6 10 x 10 ShtMetl st4A st4A Peak AVF 252 260 0.057 375 9.3 10 x 10 ShtMetl st4 st4 Peak AVF 849 966 0.057 696 15.2 10 x 20 ShtMetl st5 Peak AVF 318 201 0.103 458 8.9 10 x 10 ShtMetl st5A Peak AVF 116 83 0.103 167 6.1 10 x 10 ShtMetl st5 it el 6 i i TA • Grille Htg Cig TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening (in) Matl Trunk rb1 Ox 0 1167 1167 95.8 0.057 660 18.0 Ox 0 ShMt WPightsoft® 2021-Nov-13 16:48:38 AL & .w=..•,a�..w�. P., Right-Suite®Universal 2021 21.0.08 RSU26095 'OE Page 3 ...Youngs Avenue\4832_Youngs_Avenue_Permitting.rup Calc=MJB Front Door faces: N Duct System Summary Job: 2848 NEW YOBK IBU�I�LDING Date: Oct 27,2021 Master By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com pit" • ddt lnfdrrnaJ6n, ,",,, For: 4832 Youngs Avenue- Southold, NY, Zachary T Clanahan Architect PO Box 1253, Southampton, NY 11969 Phone: (631) 379-8435 Email: zacharyclanahan@gmail.com Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.31 in H2O 0.31 in H2O Available static pressure 0.19 in H2O 0.19 in H2O Supply/return available pressure 0.113/0.077 in H2O 0.113/0.077 in H2O Lowest friction rate 0.041 in/100ft 0.041 in/100ft Actual air flow 617 cfm 617 cfm Total effective length(TEL) 464 ft • • Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln (ft) Ln(ft) Trunk Master Bath h 1534 165 119 0.041 10.0 Ox 0 VIFx 41.3 235.0 st10 Master Bed c 1673 103 166 0.048 10.0 Ox 0 VIFx 46.3 190.0 St11 Master Bed-A c 1673 103 166 0.043 10.0 Ox 0 VIFx 37.3 225.0 st11 wlc 1 h 1138 123 83 0.041 9.0 Ox 0 VIFx 51.3 225.0 st10 WIC 1-A h 1138 123 83 0.047 9.0 Ox 0 VIFx 52.5 190.0 st10 Sup •ly Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Materiel Trunk st2 Peak AVF 617 617 0.041 555 13.8 10 x 16 ShtMetl st10 Peak AVF 411 285 0.041 493 11.8 10 x 12 ShtMetl st2 st11 Peak AVF 206 332 0.043 478 10.8 10 x 10 ShtMetl st2 TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening (in) Matl Trunk rb3 Ox 0 617 617 187.8 0.041 577 14.0 Ox 0 ShMt rrs1 wrightsoft, 2021-Nov-1316:48:38 _••,°.,,�„F. gym,•, Right-Suite®Universal 2021 21.0.08 RSU26095 Page 4 ...Youngs Avenue\4832_Youngs_Avenue_Permitting.rup Calc=MJ8 Front Door faces: N o , • Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk rrs1 Peak AVF 617 617 0.041 529 13.8 14 x 12 ShtMetl Bold/Italic values have been manually overridden .y ! i Ightsoft® 2021-Nov-13 16:48:38 U w*.k•a••�•�•••••oft Right-Suite®Universal 2021 21.0.08 RSU26095 Page 5�� ...Youngs Avenue\4832_Youngs_Avenue_Permitting.rup Calc=MJ8 Front Door faces: N Duct System Summary Job: 2848 NEW YOBK ; IBUuLDING Date: Oct 27,2021 ` Second By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com For: 4832 Youngs Avenue- Southold, NY, Zachary T Clanahan Architect PO Box 1253, Southampton,.NY 11969 Phone: (631) 379-8435 Email: zacharyclanahan@gmail.com Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.27 in H2O 0.27 in H2O Available static pressure 0.23 in H2O 0.23 in H2O Supply/return available pressure 0.138/0.092 in H2O 0.138/0.092 in H2O Lowest friction rate 0.057 in/100ft 0.057 in/100ft Actual air flow 617 cfm 617 cfm Total effective length(TEL) 404 ft • • s ® ' • Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln (ft) Ln (ft) Trunk Bath 3 h 1253 65 12 0.057 7.0 Ox 0 VIFx 17.0 225.0 st8 Bed 3 c 1561 70 72 0.073 7.0 Ox 0 VIFx 19.0 170.0 st7 Bed 3-A C 1561 70 72 0.058 7.0 Ox 0 VIFx 11.0 225.0 st7 Bed 4 h 1488 77 73 0.061 7.0 Ox 0 VIFx 21.0 205.0 st7 Bed 4-A h 1488 77 73 0.060 7.0 Ox 0 VIFx 15.0 215.0 st7 Bed 5 h 1441 74 56 0.057 7.0 Ox 0 VIFx 12.0 230.0 st8 Bed 5-A h 1441 74 56 0.061 7.0 Ox 0 VIFx 20.0 205.0 st8 Laundry 2 c 1043 2 48 0.058 6.0 Ox 0 VIFx 9.8 230.0 st7 Loft c 1455 13 68 0.061 7.0 Ox 0 VIFx 11.0 215.0 st8 Upper Hall h 1869 96 84 0.072 8.0 Ox 0 VIFx 20.8 170.0 st8 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk SO Peak AVF 617 617 0.057 635 12.9 10 x 14 ShtMetl st7 Peak AVF 295 340 0.058 490 10.3 10 x 10 ShtMetl st1 st8 Peak AVF 322 277 0.057 464 10.1 10 x 10 ShtMetl st1 -�- wrightsofta RihtSit ®Universal008 RSU26095 2021-Nov-13 16:48:38 a-�*•••n �mw•r g - ue 2021 21. . Page 6 ...Youngs Avenue\4832_Youngs_Avenue_Permitting.rup Calc=MJS Front Door faces: N e qIIIIIII Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening (in) Matl Trunk rb4 Ox 0 617 617 161.7 0.057 577 14.0 Ox 0 VIFx rt1 ® • Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk rt1 Peak AVF 617 617 0.057 577 14.0 0 x 0 ShtMetl wrightsoft- 2021-Nov-1316:48:38 A , Right-Suite@ Universal 2021 21.0.08 RSU26095 Page 7 ...Youngs Avenue\4832_Youngs_Avenue_Permitting.rup Calc=MJ8 Front Door faces: N HVAC Design Calculation in accordance with ACCA Manual JA& S Manual J Eighth Edition V.2 For 4832 Youngs Avenue-Accessory Bldg- Southold, NY Zachary T Clanahan Architect PO Box 1253 Southampton NY 11969 (631) 379-8435 NEW YORK " .„"h B.UILDI'NG J"fi Prepared by: Thomas Baccarella in accordance with ACCA Manual'3,8� edition;,V2 Signature: ., Date:' 11/15/2021 e J. Disclaimer New York Building Technology Group Inc. Disclaimer Clause for Manual J, S and D load, design calculations and equipment selection This document is intended as a preliminary design document for permitting purposes only. All information, calculations and other items appearing in this document are based on the blue prints provided by the client, NYS code, ACCA design guidelines, and/or using default interior design loads. These loads are subject to change based on the specific requirements of the occupants. Any changes to design loads should be made using ACCA design guidelines and documented according to the guidelines of the building dept. The design professional and/or a contractor may alter the design and/or installation as they see fit based on site conditions. These changes must be in accordance with ACCA guidelines and New York State residential building code. New York Building Technology Group Inc. shall not be liable for any damages, losses, expenses or other liabilities whatsoever arising in connection with the use of, or inability to use, the herein calculation documents by any party, or in connection with any failure of performance, error, omission, interruption, defect, suspension, delay in operations in the use or interpretation of this document, whether or not New York Building Technology Group Inc. has been advised of the possibility of such damages, losses, expenses or liabilities. New York Building Technology Group Inc. makes no warranty, statement or representation with the use of this document or with respect to the accuracy, completeness, or usefulness of the information, calculations and other items contained herein. 169 Route 25A Building 1 Suite B Miller Place, NY 11764 Telephone: 631 495-0289 Fax:631 389-2808 Email:Gene@nybtg.com Revised August 30,2017 Manual S Compliance Report Job: 2848 NEW YORK (BUILDING Date: Oct 27 2021 -ou:°`°" Entire House By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com • • • For: 4832 Youngs Avenue-Accessory Bldg- Southold, NY, Zachary T Clanahan Architect PO Box 1253, Southampton, NY 11969 Phone: (631) 379-8435 Email: zacharyclanahan@gmail.com 0ooling • • Design Conditions Outdoor design DB: 84.3°F Sensible gain: 10571 Btuh Entering coil DB: 75.6°F Outdoor design WB: 71.7°F Latent gain: 2159 Btuh Entering coil WB: 63.2°F Indoor design DB: 75.0°F Total gain: 12731 Btuh Indoor RH: 50% Estimated airflow: 573 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: SplitASHP Manufacturer: Mitsubishi Electric Model: MUZ-FH18NA2***+MSZ-FH18NA*** Actual airflow: 573 cfm Sensible capacity: 12040 Btuh 114% of load Latent capacity: 5160 Btuh 239% of load Total capacity: 17200 Btuh 135% of load SHR: 70% Heatln'9'Eq'u'iPMe",'ht' Design Conditions Outdoor design DB: 15.7°F Heat loss: 17404 Btuh Entering coil DB: 64.8°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: MUZ-FH18NA2***+MSZ-FH18NA*** Actual airflow: 573 cfm Output capacity: 18000 Btuh 103% of load Capacity balance: 21 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Meets all requirements ofACCA Manual S. wrightsoft® 2021-Nov-1310:00:10 leCA- - >w°•� -,*- Right-Suite®Universal 2021 21.0.08 RSU26095 Page 1 ...Building\4832_Ycungs Avenue_Accessory_Bldg.rup Calc=MJ8 Front Door faces: S Building Analysis sis Job: 2848 br Date: Oct 27,2021 NEW YOgK BUILDING I'.o oo,o.. Entire House By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com Pe • - • • For: 4832 Youngs Avenue-Accessory Bldg- Southold, NY, Zachary T Clanahan Architect PO Box 1253, Southampton, NY 11969 Phone: (631) 379-8435 Email: zacharyclanahan@gmail.com ! - •;h Conditio Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 68 75 Elevation: 82 ft Design TD (°F 52 9 Latitude: 41°N Relative hums ity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 41.4 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range °F) - 15 ( L ) Method Simplified Wet bulb(°F - 72 Construction quality Ti ht Wind speed(mph) 15.0 7.5 Fireplaces 1 Average) Heatin • Component Btuh/ft2 Btuh % of load Walls 3.7 4435 25.5 ventilation Glazing 15.7 2412 13.9 walls Ducts Doors 0 0 0 Ceilings 1.8 1632 9.4 ' Floors 4.1 2589 14.9 Infiltration 3.5 3853 22.1 Infiltration Ducts 543 3.1 Piping 0 0 Humidification 0 0 Glazing Ventilation 1941 11.2 Adjustments 0 Total 17404 100.0 ceilings Floors • • • Component Btuh/ft2 Btuh % of load Walls 0.8 931 8.8 walls Ventilation Glazing 28.8 4431 41.9 Doors 0 0 0 Ceilings 0.6 521 4.9 , Floors 0 0 0 Internal Gains Infiltration 0.2 249 2.4 Ducts 134 1.3 Ventilation 345 3.3 Glazing Internal gains 3960 37.5 Blower 0 0 Adjustments 0 th% Total 10571 100.0 n lltration Cei ings Latent Cooling Load= 2159 Btuh Overall U-value= 0.073 Btuh/ft2-OF Data entries checked. A%= Ad- wrigFftsoft' 2021-Nov-1310:00:10 a . *• •�� -P• Right-Suite®Universal 2021 21.0.08 RSU26095 Page 1 ...Building\4832_Youngs Avenue_Accessory_Bldg.rup Calc=MJ8 Front Door faces: S NEW Is Load Short Form Job: 2848 UI L DI NG � Date: Oct 27 2021 YOflK �,� Entire House By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 12 ® • 0 • For: 4832 Youngs Avenue-Accessory Bldg- Southold, NY, Zachary T Clanahan Architect PO Box 1253, Southampton, NY 11969 Phone: (631) 379-8435 Email: zacharyclanahan@gmail.com Htg Clg Infiltration Outside db(OF) 16 84 Method Simplified Inside db(OF) 68 75 Construction quality Tight Design TD (OF) 52 9 Fireplaces 1 (Average) Daily range - L Inside humidity (%) 50 50 Moisture difference(gr/lb) 41 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MUZ-FH18NA2*** Cond MUZ-FH18NA2*** AHRI ref 201754303 Coil MSZ-FH18NA*** AHRI ref 201754303 Efficiency 8.5 HSPF Efficiency 10.5 EER, 18 SEER Heating input Sensible cooling 12040 Btuh Heating output 18000 Btuh @ 47°F Latent cooling 5160 Btuh Temperature rise 29 OF Total cooling 17200 Btuh Actual air flow 573 cfm Actual air flow 573 cfm Air flow factor 0.037 cfm/Btuh Air flow factor 0.056 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.83 Capacity balance point= 21 OF ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Open Area 564 12657 9624 .469 539 Bath 64 2806 602 104 34 Entire House d 628 15463 10226 573 573 Other equip loads 1941 345 Equip. @ 0.89 RSM 9440 Latent cooling 2159 TOTALS 628 17404 1 11600 573 573 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft® 2021-Nov-1310:00:10 Right-Suite®Universal 2021 21.0.08 RSU26095 Page 1 ...Building\4832_Youngs_Avenue_Accessory_Bldg.rup Calc=MJ8 Front Door faces: S Project Summary Date: 2848Oct 2021 NEW YOIiK ,, IBoo� Entire House y , B Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 6jecf1hf• • For: 4832 Youngs Avenue-Accessory Bldg- Southold, NY, Zachary T Clanahan Architect PO Box 1253, Southampton, NY 11969 Phone: (631) 379-8435 Email: zacharyclanahan@gmail.com Notes: D- • 'I n •rm a t 16 Weather: Brookhaven, NY, US Winter Design Conditions Summer Design Conditions Outside db 16 OF Outside db 84 OF Inside db 68 OF Inside db 75 OF Design TD 52 OF Design TD 9 OF Daily range L Relative humidity 50 % Moisture difference 32 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 14921 Btuh Structure 10093 Btuh Ducts 543 Btuh Ducts 134 Btuh Central vent(34 cfm) 1941 Btuh Central vent (34 cfm) 345 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 17404 Btuh Use manufacturer's data n Rate/swing multipplier 0.89 Infiltration Equipmerif sensible load 9440 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 1233 Btuh Ducts 190 Btuh Central vent (34 cfm) 737 Btuh Heating Cooling Outside air Area(ftz 628 628 Equipment latent load 2159 Btuh Volume(ft') 10483 10483 Air changes/hour 0.38 0.14 Equipment Total Load (Sen+Lat) 11600 Btuh Equiv.AVF(cfm) 67 24 Req. total capacity at 0.70 SHR 1.1 ton Heating Equipment Summary Cooling Equipment Summary Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MUZ-FH18NA2*** Cond MUZ-FH18NA2*** AHRI ref 201754303 Coil MSZ-FH18NA*** AHRI ref 201754303 Efficiency 8.5 HSPF Efficiency 10.5 EER, 18 SEER Heating input Sensible cooling 12040 Btuh Heating output 18000 Btuh @ 47°F Latent cooling 5160 Btuh Temperature rise 29 OF Total cooling 17200 Btuh Actual air flow 573 cfm Actual air flow 573 cfm Air flow factor 0.037 cfm/Btuh Air flow factor 0.056 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.83 Capacity balance point= 21 OF Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Fk- wrigF2tsoft® 2021-Nov-1310:00:10 ^M•r• • -w�^gym Right-Suite®Universal 2021 21.0.08 RSU26095 page 1 ..Building\4832_Youngs_Avenue_Accessory_Bldg.rup Calc=MJ8 Front Door faces: S AED Assessment Job: 2848 NEW I YOflN ` fiuiL11! Date: Oct27,2021�aaa• Entire House By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com ' e - • • For: 4832 Youngs Avenue-Accessory Bldg- Southold, NY, Zachary T Clanahan Architect PO Box 1253, Southampton, NY 11969 Phone: (631) 379-8435 Email: zacharyclanahan@gmail.com Des.1gin Conditions:- Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(OF) 68 75 Elevation: 82 ft Design TD (OF) 52 9 Latitude: 41 ON Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 41.4 32.1 Dry bulb(OF) 16 84 Infiltration: Daily range(OF) - 15 ( L ) Wet bulb(OF) - 72 Wind speed(mph) 15.0 7.5 •I'Adiaqucite Expbsurd,.' Hourly Glazing Load 6,000 5,500 5,000 4,500 _ 4,000 3,500 3,000 2,500 2,000 1,500 1,000 500 0 8 9 10 11 12 13 14 t5 16 17 18 19 20 na Ir Day Ace,aga /GEDimI Maximum hourly glazing load exceeds average by 33.1%. House does not have adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 131 Btuh (PFG -1.3*AFG) Ak- wrightsoft- 2021-Nov-13 10:00:10 A-a• a- ••••- �m-., Right-Suite®Universal 2021 21.0.08 RSU26095 Page 1 ...Building\4832_Youngs_Avenue_Accessory_Bldg.rup Calc=MJ8 Front Door faces: S NFW YDRK I BUII DIH6 Right-JO Worksheet Job: 2848 I°°°°` Entire House Date: Oct 27,2021 New York.Building Technology Group By: Tom Baccarella 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name Entire House Open Area 2 Exposed wall 112.0 ft 87.5 ft 3 Room height 16.7 ft d 16.7 ft heaticool 4 Room dimensions 24.0 x 23.5 ft 5 Room area 627.8 ftz 564.0 ft' Ty Construction U-value Or HTM Area (ft� Load Area (ftj Load number (Btuh/ftk-°F) (Btuh/ft5 or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 .;W..,^ ,12F-0sw,., . _„„ _,k s';0.065 , '- „' 9 40 ,, 0:78. µ:125 125 "0 W 12F-Osw „ «0.065 e' 3.40 0.78 330 ^ 213 725 .t. 166 242 133 µ5 h 452 104 NYBTG Default 0.300 a 15.69 31.04 14 0 226 447 7 0 113 223 NYBTG_Default r 0.300__e - _„ 15.69 - 31.04 102 0 1600 3166 102_ 0 _1600 _3166 11 W 12F-Osw ; 0.- 065 s• 3.40 0.78 ,401 371 ,'-.1260. 289—T4°- 401 371 1260 r G� NYB,T.G_Default..__ _ •� 0:300__s<:_,.�. �15,69 _ z,; .472-..,_,_463 - _:.:-;;30 0_�_:—_.'_412 _463 W 12F-Osw 0.065 w 3.40 0.78 242 235 798 183 242 235 798 183 L—G NYBTG Default 0.300 w 15.69 31.04 7 0 113 223 7 0 113 223 P::._•,..,:„12C-0sw. :: µ. _' 0091 r.:.- 4.76 .... :0.76..;, • . 258 ;.:.:-,:.258 _,-• 1226 -.,:. ., 194',..,.. 170` ;�.t70 �.809.. 128, C 18B-3Dw 0.034 1.78 0.57 918 918 a 1632 521 825 825 1466 468 F.._ ..,TM 22D 5wpm._.:.r,.•::'.. ..:. °,.:0.442 - :. :23.12 ".: c0:00:i<._ ..:628.<.;..,:.:.1.2 t.. .,,.... ... E �,M, ...._. _.v.._.,r.,.....«. _ -. .. .. -- a». ,..,t e....ut-=<JF::.1!',-....... n .,...�.,a .wa✓...... ,.,......ar.A .....-...-.... ._.m....,.., ._......w.0 ....,.,...aw. , - .., ...v._,... ._..r.,.........,. >a.,.,....._ ........ ......... .tw..,..w, ,....._,+.. ....�,r-. _ ..Ylu..l..'�r..d.�._,:':., r...... x_...�....._:fw: -a..x^A':.. �.-1_.n�+..-... _.-,r.... ........:.......(r._,...........,...... ._......t.r.,.. s5....__ -...o-..-X. ,.-w,..t» �.v,.n .,..r........... t�..:.l..d^, ..-,.-...-. ........_.t..w.. .w,t-...r,..a ,.....,.,.�:_. 77 77-17 77 ....-._-....., ..7._-....._.,,.,-._z.. ...,-�._.._.. .... ....................... .... a-77 1' ,.....».,.xyx.._...d...._»..................._...-..-.....,...1.<.I..,::.. .,.-... ra..,.,..-n.......ra.l.u,.,..._........,.-.-...,....v._....:..-.._...«:,.e".r,.i.._....,..:._..A»tm..-......."v..-...•...,::--...:' - _..._•e ....-..,.__...s mh.�.....a..��...-..,,.t....+.._. mow-_ ....r.—..1,:.,.-v..... ........v.r_..__ .. _......s_.t ,......... ..tk...`...J-..- .__,_.,..». _�.r..... .'_..'�t.....w r ....G....__.-.. _.»-...,_,. ...ems»--_... 6 c)AED excursion 131 88 Envelope loss/gain 11067 5883 9107 5337 12 a) Infiltration 3853 249 3106 201 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 2 460 2 460 Appliances/other 350D 3500 Subtotal(lines 6 to 13) 14921 10093 12213 9498 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 14921 10093 12213 9498 15 Duct loads 4% 1%1 543 134 40/6 1% 444 126 Total room load 15463 10226 12657 9524 Air required(cfm) 573 573 469 539 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wrigF�tsoit^ Right-Suite®Universal 2021 21.0.08 RSU26095 2021-Nov-1310:00:10 page 1 ...Building\4832_Youngs_Avenue_Accessory_Bldg.rup Calc=MJ8 Front Door faces: S NFW Y0FK G BUIIDING Right-M Worksheet Job: 2848 I°°°°"" Entire House Date: Oct 27,2021 New York Building Technology Group By: Tom Baccarella 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tam@nybtg.com Web:www.NYBTG.com 1 Room name Bath 2 Exposed wall 24.5 ft 3 Room height 16.7 ft heat/cool 4 Room dimensions 7.5 x 8.5 ft 5 Room area 63.8 ft2 Ty Construction U-value Or HTM Area (ft� Load Area Load number (Btuh/ft;°F) (Btuh/ft5 or perimeter (ft) (Btuh) or perimeter Heat Cod j Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W'wy .12F Osw_...__:._._ :.. _ . 0.065.,,,n_.:_u 3:40,v.._::0.78 W 1217-0sw 0.065 a 3.40 0.78 88 80 �W 273 63 ' NYBTG Default 0.300 a 15.69 31.04 7 0 113 223 ___ NYBTG Default_ - •»__0.300 e _ 15,69- _31.04_ 0 0 0 0 _ 11 W',t 12F-0§w 0.065 ems,' .3:40 0.78 0 '0 j ---_0-_..; 0 _ - - .NYBTG.:Default'I.,...- 0:300 t Wsi 15,69. 15.39' W 12F-Osw 0.065 w 3.40 _ 0.78 0 0 0 _ 0 L—G NYBTG Default 0.300 w 15.69 31.04 0 0 0 0 Y 4.76 0.76 `88 °`88 �417 �66 C _ 18B-30w 0.034 1:78 0.57 . .» 93 ,_ 93 166._._. »_53. .._. �.._.. F 220-5w"hj "'0: 2 23:12 0.60 64' :26'. " 566' _ - - .., _._.., _ _v,...._.r.,....w.,rvC._a .._«..,. .. _.. ...n. .....n...wx. ».t✓,..at'.....Nt.W,...L.. ._. .._.. _ .,,.»n,l.,. ......«..•.. ,__....._ ,..,.t.,,,,...,.. -.e,.....n r.. ..-...._..._.__....._. .. -._._.:Leti ...>+A,...'...K ....,... .rv....,r s..c <....__._ ...,..,...»_ ,.,.a-.,.i.,x., ,c.1e_... .,...».«_. .."...•.,..._... ............w 7 7- r 6 c)AED excursion 43 Envelope loss/gain 1961 546 12 a) Infiltration 747 48 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 0 Subtotal(lines 6 to 13) 2708 594 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 2708 594 15 Duct loads 49/6 1% 99 8 Total room load 2806 602 Air required(cfm) 104 34 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. f`°If- wrigtit9oift". P. Right-Suite®Universal 2021 21.0.08 RSU26095 2021-Nov-1310:00:10 Page 2 ...Building\4832_Youngs_Avenue_Accessory_Bldg.rup Calc=MJ8 Front Door faces: S HVAC Design Calculation in accordance with ACCA Manual JA& S Manual J Eighth Edition V.2 For 4832 Youngs Avenue -Accessory Bldg- Southold, NY Zachary T Clanahan Architect PO Box 1253 Southampton NY 11969 (631) 379-8435 a. N,EW YORE .4 R'U1:LD:ING TEC-0N66tf.GY Prepared,by:,Thomas Baccarella in accordance with ACCA Manual']Slh edition,,V2 signature 'Date: 11/15/2021 ��FC Disclaimer New York Building Technology Group Inc. Disclaimer Clause for Manual J, S and D load, design calculations and equipment selection This document is intended as a preliminary design document for permitting purposes only. All information, calculations and other items appearing in this document are based on the blue prints provided by the client, NYS code, ACCA design guidelines, and/or using default interior design loads. These loads are subject to change based on the specific requirements of the occupants. Any changes to design loads should be made using ACCA design guidelines and documented according to the guidelines of the building dept. The design professional and/or a contractor may alter the design and/or installation as they see fit based on site conditions. These changes must be in accordance with ACCA guidelines and New York State residential building code. New York Building Technology Group Inc. shall not be liable for any damages, losses, expenses or other liabilities whatsoever arising in connection with the use of, or inability to use, the herein calculation documents by any party, or in connection with any failure of performance, error, omission, interruption, defect, suspension, delay in operations in the use or interpretation of this document, whether or not New York Building Technology Group Inc. has been advised of the possibility of such damages, losses, expenses or liabilities. New York Building Technology Group Inc. makes no warranty, statement or representation with the use of this document or with respect to the accuracy, completeness, or usefulness of the information, calculations and other items contained herein. 159 Route 25A Building 1 Suite B Miller Place,NY 11764 Telephone:631 495-0289 Fax: 631 389-2808 Email:Gene@nybtg.com Revised August 30,2017 ,�. ' Manual S Compliance Report Job: 2848 NEW YORK o (BUILDING Date: Oct 27,20V Entire House By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com • • • For: 4832 Youngs Avenue-Accessory Bldg- Southold, NY, Zachary T Clanahan Architect PO Box 1253, Southampton, NY 11969 Phone: (631) 379-8435 Email: zacharyclanahan@gmail.com o O'ling • • Design Conditions Outdoor design DB: 84.3°F Sensible gain: 10571 Btuh Entering coil DB: 75.6°F Outdoor design WB: 71.7'F Latent gain: 2159 Btuh Entering coil WB: 63.2*F Indoor design DB: 75.0'F Total gain: 12731 Btuh Indoor RH: 50% Estimated airflow: 573 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: SplitASHP Manufacturer: Mitsubishi Electric Model: MUZ-FH18NA2***+MSZ-FH18NA*** Actual airflow: 573 cfm Sensible capacity: 12040 Btuh 114% of load Latent capacity: 5160 Btuh 239% of load Total capacity: 17200 Btuh 135% of load SHR: 70% ea • • • Design Conditions Outdoor design DB: 15.7°F Heat loss: 17404 Btuh Entering coil DB: 64.8'F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: SplitASHP Manufacturer: Mitsubishi Electric Model: MUZ-FH18NA2***+MSZ-FH18NA*** Actual airflow: 573 cfm Output capacity: 18000 Btuh 103% of load Capacity balance: 21 'F Supplemental heat required: 0 Btuh Economic balance: -99 'F Meets all requirements of ACCA Manual S. wrightsoft- 2021-Nov-1310:00:10 At:. >�_•�_°-�hm-nm- . Right-Suite@ Universal2021 21.0.08 RSU26095 Page 1 ...Building\4832_Youngs_Avenue_Accessory_Bldg.rup Calc=MJB Front Door faces: S Buildin Anal sis Job: 2848 J Y Date: Oct 27,2021 NEW YORK (BUILDING Entire House y B Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com e • • • For: 4832 Youngs Avenue-Accessory Bldg- Southold, NY, Zachary T Clanahan Architect PO Box 1253, Southampton, NY 11969 Phone: (631) 379-8435 Email: zacharyclanahan@gmail.com ® - • Q• • itio Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 68 75 Elevation: 82 ft Design TD (°F) 52 9 Latitude: 41°N Relative humiddity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 41.4 32.1 Dry bulb(°F) 16 84 Infiltration: Daily rangeFS°F) - 15 ( L ) Method Simplified Wet bulb(° - 72 Construction quality Ti ht Wind speed(mph) 15.0 7.5 Fireplaces 1 FAverage) Component Btuh/ft2 Btuh % of load Walls 3.7 4435 25.5 ventilation Glazing 15.7 2412 13.9 Walls Ducts Doors 0 0 0 Ceilings 1.8 1632 9.4 Floors 4.1 2589 14.9 Infiltration 3.5 3853 22.1 Infiltration Ducts 543 3.1 Piping 0 0 Humidification 0 0 Glazing Ventilation 1941 11.2 Adjustments 0 Total 17404 100.0 ceilings Floors Cooring Component Btuh/ft2 Btuh % of load Walls 0.8 931 8.8 Walls Ventilation Glazing 28.8 4431 41.9 Doors 0 0 0 Ceilings 0.6 521 4.9 Floors 0 0 0 Internal Gains Infiltration 0.2 249 2.4 Ducts 134 1.3 Ventilation 345 3.3 Glazing Internal gains 3960 37.5 Blower 0 0 Adjustments Other Total 10571 100.0 In Itration Ceilings Latent Cooling Load= 2159 Btuh Overall U-value= 0.073 Btuh/ft2-°F Data entries checked. -�- wrightsoft- 2021-Nov-13 10:00:10 ^ ^w �-+6m- Right-Suite®Universal 2021 21.0.08 RSU26095 Page 1 ..Building\4832_Youngs_Avenue_Accessory_Bldg.rup Cale=MJ8 Front Door faces: S Load Short Form Job: 2848 NEW YOgK r .: (BUILDING Date: Oct 27,2021 Entire House By: Tom Baccarella GOIV vp1 New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com • - • • For: 4832 Youngs Avenue-Accessory Bldg- Southold, NY, Zachary T Clanahan Architect PO Box 1253, Southampton, NY 11969 Phone: (631) 379-8435 Email: zacharyclanahan@gmail.com Q - • • on Htg Clg Infiltration Outside db(°F) 16 84 Method Simplified Inside db(°F) 68 75 Construction quality Tight Design TD (°F) 52 9 Fireplaces 1 (Average) Daily range - L Inside humidity (%) 50 50 Moisture difference(gr/lb) 41 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MUZ-FH18NA2*** Cond MUZ-FH18NA2*** AHRI ref 201754303 Coil MSZ-FH18NA*** AHRI ref 201754303 Efficiency 8.5 HSPF Efficiency 10.5 EER, 18 SEER Heating input Sensible cooling 12040 Btuh Heating output 18000 Btuh @ 47°F Latent cooling 5160 Btuh Temperature rise 29 °F Total cooling 17200 Btuh Actual air flow 573 cfm Actual air flow 573 cfm Air flow factor 0.037 cfm/Btuh Air flow factor 0.056 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.83 Capacity balance point=21 °F ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Open Area 564 12657 9624 469 539 Bath 64 2806 602 104 34 Entire House d 628 15463 10226 573 573 Other equip loads 1941 345 Equip. @ 0.89 RSM 9440 Latent cooling 2159 TOTALS 628 17404 11600 1 573 1 573 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft® 2021-Nov-13 10:00:10 Right-Suite®Universal 2021 21.0.08 RSU26095 )OM Page 1 ...Building\4832_Youngs_Avenue_Accessory_Bldg.rup Calc=MJ8 Front Door faces: 8 Project Summary Job: 2848 NEW YORK&BUILDING Date: Oct 27,2021 I�;a�;o,o • Entire House By: Tom Baccarelia New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com -Project • • For: 4832 Youngs Avenue-Accessory Bldg- Southold, NY, Zachary T Clanahan Architect PO Box 1253, Southampton, NY 11969 Phone: (631) 379-8435 Email: zacharyclanahan@gmail.com Notes: 0- gn 16form'atio­n.--' Weather: Brookhaven, NY, US Winter Design Conditions Summer Design Conditions Outside db 16 OF Outside db 84 OF Inside db 68 OF Inside db 75 OF Design TD 52 OF Design TD 9 OF Daily range L Relative humidity 50 % Moisture difference 32 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 14921 Btuh Structure 10093 Btuh Ducts 543 Btuh Ducts 134 Btuh Central vent (34 cfm) 1941 Btuh Central vent(34 cfm) 345 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 17404 Btuh Use manufacturer's data n Rate/swing multiplier 0.89 Infiltration Equipment-sensible load 9440 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 1233 Btuh Ducts 190 Btuh Central vent (34 cfm) 737 Btuh Heating Cooling Outside air Area(ft2 628 628 Equipment latent load 2159 Btuh Volume(ft') 10483 10483 Air changes/hour 0.38 0.14 Equipment Total Load (Sen+Lat) 11600 Btuh Equiv.AVF (cfm) 67 24 Req. total capacity at 0.70 SHR 1.1 ton Heating Equipment Summary Cooling Equipment Summary Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MUZ-FH18NA2*** Cond MUZ-FH18NA2*** AHRI ref 201754303 Coil MSZ-FH18NA*** AHRI ref 201754303 Efficiency 8.5 HSPF Efficiency 10.5 EER, 18 SEER Heating input Sensible cooling 12040 Btuh Heating output 18000 Btuh @ 47°F Latent cooling 5160 Btuh Temperature rise 29 OF Total cooling 17200 Btuh Actual air flow 573 cfm Actual air flow 573 cfm Air flow factor 0.037 cfm/Btuh Air flow factor 0.056 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.83 Capacity balance point= 21 OF Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. w.,iahtsc ft- 2021-Nov-1310:00:10 r+� Right-Suite®Universal 2021 21.0.08 RSU26095 Page 1 141 ...Building\4832_Youngs_Avenue_Accessory_Bldg.rup Calc=MJ8 Front Door faces: S AED Assessment Job: 2848 NEW YOFN r BUILDING Date: Oct 27,2021 Io Entire House By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com ® • • • For: 4832 Youngs Avenue-Accessory Bldg- Southold, NY, Zachary T Clanahan Architect PO Box 1253, Southampton,.NY 11969 Phone: (631) 379-8435 Email: zacharyclanahan@gmail.com Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(OF) 68 75 Elevation: 82 ft Design TD (°F) 52 9 Latitude: 41°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 41.4 32.1 Dry bulb(OF) 16 84 Infiltration: Daily range(OF) - 15 ( L ) Wet bulb(OF) - 72 Wind speed(mph) 15.0 7.5 es • � • - • • • "bilversity Hourly Glazing Load 6,000 5,500 5,000 4,500 _ 4,000 3,500 g 3,000 2:500 2,000 1,500 1,000 500 0 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour of Day Hady a Awmgo /MIDI.' Maximum hourly glazing load exceeds average by 33.1%. House does not have adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 131 Btuh (PFG -1.3*AFG) 411- wrightsoft® 2021-Nov-13 10:00:10 MMr•rr �-n p-pm Right-Suite®Universal 2021 21.0.08 RSU26095 Page 1 ...Building\4832_Y°ungs_Avenue_Accessory_Bldg.rup Calc=MJ8 Front Door faces: S v NEW Right-JO Worksheet Job: 2848 YORK B Uri DEN; Entire House Date: Oct 27,2021 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name Entire House Open Area 2 Exposed wall 112.0 ft 87.5 ft 3 Room height 16.7 ft d 16.7 ft heat/cool 4 Room dimensions 24.0 x 23.5 ft 5 Room area 627.8 ft2 564.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft21 Load number (Btuh/ft;°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool j Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 .,VV °12F-0sw 0°065 'n 3,40 0:78 125 125; 426 98 :0 p' U 0 r ,. WI _ 12F-Osw 0.065 a 3.40 0.78+ 330 213 725 166 242 133 452 104 NYBTG Default 0.300 a 15.69 31.04 14 0 226 447 7 0 113 223 NYBTG_Default _- 0.300_e_ 15.69 31.04 31.04 ,,,102 -___ 0 ___1600_ __3166 __102 0 1600, ,3166 11 WI - 12F Osw ° - 0.065 s 3.40 0 78 ' 401 371 ;, 1260 289 .':,401 371 1260 '' 289 G..N1B..T.G Default.,.:':_� s_ 30 _._->.___..0_ '..'-472_.._..:.._463 - .472+_ -463 W 12F-Osw 0.065 w 3.40 0.78 242 235 798 183 242 235 798 183 L—G NYBTG Default 0.300 w 15.69 31.04 7 0 113 223 7 0 113 223 P..... 12C-0sw::+,'-_,- ,_: 4:76 .:' ::.0.76!. :.::.258 m:258:+.,.,_::1226,:_.._ 194 a,._.., .1Z0 C 1813-30w 0.034 1.78 0.57 918 918 1632_ 521 825 825 1466 468 :628 .2023 0 .-.,._: ..... +...+.-..�_,.,+':.'..:.._._.m...r_;x .,+..+•._r:: •. + ..,.. ,..+. .,........,...:,..«, x:.::.:.. » ._..-A..,,,._. ..-„x»«......... .....n»..,,., x'«l.d::,au.9..i.n[., ..G v......... :...P+zs.....�.•�... .._e_...)... ..........,....Ti a »+J.,2•`..it. ..,..-..,4..1+ ...., ... .r..;....J.+u. .......,, ..x_.....,r. ...«...,....a.. .r.e.w_:•.,..a .l. .-......_._.__._x_.,...,...`.._ .�,._...........a.. _- �_+.-..«m .e_.,..a. r•.............._..__.,w,.-,..-.__r .._�._a.t+..._. .,.,. ..__,...... ....r.... ,.......__... -.-,.__.»,�. ....._-.2.... ,....t.. .� M....w'rwn ..,,_,.,.f...wu _.a.__. i.., ...»,.,,.. ,...+w.—..,....+a....,,.,.�b...... .t.,.,»...,...s... ., .w._...—'. .,.,..».- ,n,.rv.rt .,r».Mr., .w.,m....,..,A'• ,+.............._. ........... ... ..a.,..,..a,K.... ,.........,.... ,_........ ._.. _ ."7 n..,v _ -w.>.....° a.. n..... «_..x1 .._ - w•_...» h._. 6 c)AED excursion 131 88 Envelope loss/gain 11067 5883 9107 5337 12 a) Infiltration 3853 249 3106 201 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 2 460 Appliances/other 3500 3500 Subtotal(lines 6 to 13) 14921 10093 12213 9498 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 14921 10093 12213 9498 15 Duct loads 49/6 1% 543 134 4% 1%1 444 126 Total room load 15463 10226 12657 9624 Air required(cfm) 573 573 469 539 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -4.F wrYghtsoTt' 2021-Nov-1310:00:10 Right-Suite®Universal 2021 21.0.08 RSU26095 Page 1 ...Building\4832_Youngs_Avenue Accessory_Bldg.rup Calc=MJ8 Front Door faces: S DUII.OING Right-JO Worksheet Job: 2848 NEW YORX Entire House Date: Oct 27,2021 New York Building Technology Group By: Tom Baccarella 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name Bath 2 Exposed wall 24.5 ft 3 Room height 16.7 It heat/cool 4 Room dimensions 7.5 x 8.5 ft 5 Room area 63.8 ft' Ty Construction U-value Or HTM Area (ftl Load Area Load number (Btuh/ftz°F) (Btuh/ftj or perimeter (ft) (Btuh) or perimeter Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 7­76 ;12F-Osw., `_:.: d;t:'„t. ..,... 0.065• `m a w,.°3.40 0:78 . ..... 125 125' . .. 426. .-......w 98 ..._.,... ..; :, ...,... , ., _ w 12F-Osw M 0.065 a 3.40 0.78 88 + 80 273 63 NYBTG Default 0.300 a 15.69 31.04 7 0 113 223 _NYBTG Default 0.300 a 15.69 31.04 0 0 0 0 11 V11, 12F 0sw <'s_ '-34b _ ON _-0. _.0. _m.0 0 ._NYB.T.G_Defeult.r'_, ----'.-,'0.300_ s_... ,_15.89:-u_:15.39__,_ O r_.- v_.0 _ .0 w _- 0 w 12F-Osw 0.065 w 3.40 0.78 t 0 0 0 0 L—G NYBTG Default 0.300 w 15.69 31.04 0 0 0 0 0.091 ::.;. 4:76 s, E r...,88... .:.,'.k,.88 7.. -' 417 C 18B-30w 0.034 1.78 0.57 _ 93 93 166 53 -5wpm. 0.442 23.12 0.00 _ 64' 25 .._ .;566 .t^.._._.'.0 _ _. .. >._. _ 77 �a ,._- ,..,,.. e.-u_..,..-..r.................. ...... .......... - _ _ _ _ ,., - ._. Y A ...-,-ems_.._._y.....,._•___,._,_ _.....—,--_'__.,... - _ - _ _ _ _ i!,n ....,.......,,,:..!:� ,...,af...c.:._n;_......,...v_.:.>._...., tiw t�:,• .,,.$"a,x ,..t.- ,,.,._.._,. .,...«a»....< .x........ ,,......,..-.. .....�.......,.:.L. ..r._.__._.. .,'• �..,..,, n._.,.,.,'';�-..: ._...,.,..w _ _ _ _ 6 c)AED excursion 43 Envelope loss/gain 1961 546 12 a) Infiltration 747 48 b) Room ventilation 0 0 13 Intemal gains: Occupants @ 230 0 0 Appliances/other 0 Subtotal(lines 6 to 13) 2708 594 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 2708 594 15 Duct loads 4% 1% 99 8 Total room load 2806 602 Air required(cfm) 104 34 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -f}� wrigtitsofte 2021-Nov-1310:00:10 .nA Right-Suite®Universal 2021 21.0.08 RSU26095 Page 2 ...Building\4832_Youngs_Avenue_Accessory_Bldg.rup Calc=MJ8 Front Door faces: S COMMENTS -------------- FOUNDATION (2ND) -Mal MITI/ A1a1� ROUGH FRAMING PLUMBING WON m � �� � =vi INSULATION PER N.Y. STATE ENERGY CODE Al r f10 r l !! elm �l ll ♦1 / � ��il r I 1 � �/ .%� �FOP AMA. A Fw - ADDITIONAL COMMEN -- WWI rTi� .� TOWN OF SOUTHOLD-BUILDING DEPARTMENT H 2 Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 ,oy�ol Telephone(631) 765-1802 Fax(631)765-9502 https://www.southoldtowmy.gov Date Received APPLICATION FOR BUILDING PERMIT (� For Office Use Only r� IU./ PERMIT NO. L/ Building Inspector: S E P 0 7 2022 Applications and forms must be filled out in their entirety. Incomplete BUILDING DEPT applications will not be accepted. Where the Applicant is not the owner,an TOWN OF SOUTHOLD Owner's Authorization form(Page 2)shall be completed. Date: 9 1 1 1�-v OWNER(S)OF PROPERTY: Name: 1000-rZ7� SCTM# s�. 2_ - - • - --CHI�ISt--..ytCy-t,.. .� _SA+�p�e.�. l�ozz� ---- - ------- --� �- - •--- Project Address: WN Du pCrS AJ�''�►�yE -boy Trt a�-7_ Phone v Email: - -- 31-_87 . - - - - --. - Mailing Address: iLi� G -,-� ,p�,� CONTACT PERSON: Name: C a Mailing Address: ,O L4 uprc,eloo y Phone#: S� Email: ------ •- - 3)_--g7 -�)�� - --- - ...- - - - --------- DESIGN PROFESSIONAL INFORMATION: Name: Zktty Mailing Address: Phone#: (,3)- v) q. Email: -- - - - �y 3s . - Zac. _.L .2-fc.arch;rhec-}urc.,cow, CONTRACTOR INFORMATION: Name: Mailing Address: 3 L6 F,� :L _fjlsFl �, ►R t��r�N N.) D196) Phone#: �30-`1.8 `l 3aay. - Email: Sean_sp�:cQ..r73_@._ DESCRIPTION OF PROPOSED CONSTRUCTION EVNewStructure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ l,00�emn Will the lot be re-graded? ❑Yes []No Will excess fill be removed from premises? Vyes ONO 1 PROPERTY INFORMATION Existing use of property: VAe44+s-c L prwo Intended use of property: Zone or use district in which premises is situated: Are there any cov ants and restrictions with respect to this property?_ ` es ❑No IF YES, PROVIDE A COPY. C(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. Application Submitted By(pri e): G nx* r1wm\ ❑Authorized Agent 26wner Signature of Applicant: �C, ,/`/ Date: STATE OF NEW YORK) S: COUNTY OF U ) CfU15 tjoZZ. being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the aZN6t- (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 5+ day of U., ,20 C141-1- otary Public BRITTNEY JUBA NOTARY PUBLIC-STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION No.01JU6422904 (Where the applicant is not the owner) Qualified in Suffolk County My Commission Expires 10-04-2025 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 Town Hall Annex Telephone(631)765-1802 54375 Main Road c Fax(631)765-9502 P.O. Box 1179 as Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: Cky5 ? S t4n7, Location of Property: N$3 a q Ovmys hJC Nub, MI Please tyke notice that the (check applicable line): 7 New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) VFloor and roof framing (FR) Signature: 2• �� Name (person submitting this form): CftiS- L2tttgL, re. rlJzt� Capacitx(check applicable line): C Owner Owner representative TrussReg15.docx Effective 1/1/2015 l5 R g>SF1l 13 2023 BUILDING DEPARTMENT-Electrical Inspector f �p TOWN OF SOUTHOLD �a�-.. DING DEFT'. ' ®'. Town Hall Annex- 54375 Main Road - PO Box 1179 `,. Southold, New York 11971-0959 ®y -p Telephone (631) 765-1802 - FAX (631) 765-9502 j rocerr(&-southoldto.wnny.gov sean�_southoldtownny_.gov. I APPLICATION FOR ELECTRICAL INSPECTION: ELECTRICIAN INFORMATION (All Information Required) Date: 5/25/23 Company Name: Atlas Electric Name: Donald Howell License No.: 1`\f: - (o`5'j5' email: dhowefl@atlaselectricny.com ;I Address: 42 Breston Drive West ShirleyNY 11967 Phone No.: 631-599-8488 } f JOB SITE INFORMATION (All Information Required) 'i Name:_ Christopher Nuzzi Address: 4832-Youngs-Ave- Cross Street: K I go ie Phone No.: _.631-875-3108 BIdg.Permit#: Q email: Tax Map District:- 1000 . .1� Block: d`�..__-. . _. Lot;_ t BRIEF DESCRIPTION O WORK (Please Clearly) NewBuil- ,foot. da67 r' Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final t: Do you need a Temp Certificate?: YES NO Issued On Temp Information: (All information required) I' Service Size 1 Ph 3 Ph Size: _ 300_A #Meters 1 Old Meter# New Service- Fire Reconnect- Flood Reconnect-Service Reconnecte - Underground - verhead i # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N _ is Additional Information:, _PAYMENT.DUE..WITH.-APPLICATION- (U� Request for Inspection FormAs 4 gi fFOLlre OGy BUILDING DEPARTMENT-Electrical Inspector o TOWN OF SOUTHOLD o Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 *A �ao� Telephone(631) 765-1802 Temporary Certificate # 5 Date $ 2023 Customer Name cho 54 h&- V a Z24 Electrician Name ec /L Address Lf$32 oun Som W Phone 6P31 _ j q q o clgg e-mail h✓I Sr)Lj'ZZI MAD r�Y1-� e-mail Cf yI DI•Ue`l 0 A7L14-5 E/PCB Cw'JYh Phone '7 5 ( p � License# Size DO A Phase�_Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/© Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days fro date above. Authorized by - PREPARM BY �I�f y,.) CC►VH"1 DATE 1 5 �Ito * I 1 10 12U., v AIL, (!f �� tJlrl�t1 tnG t1Uv� l r4o* A4 k,74-vVA6 lin )-y6v 1;7Mf 15 P I a-`f b y 20, 111 3 z 16 ,- aYa v n) � 17 - � _ uric ���►�` � - - - - - 2Ybv l� j _ I 19 t7i s�n w•-st*� 1 - - ��✓ i� Htr t Co 1 cry wavc 2DC-. 21 23 :47 24 I J � � C t 25 e�V - - 26 2 Alih; 28 ! bay b.i�r t(•C��C�L►�Mery :�•- 17on Id ;jC�`1��� n• I _ - OAP �'^- • O c.F dwe+l,'SKt �51K�1�G DODO �`•. �,►�' r 140 0x8.61, woos �w°�r'n SAY FON7ER 4�E E�S�AEN c .45 �a30 pg' I --- Face or wvaDS �r 0 Her N�cOSppRA7E wA \ r 0 rP t�/Q�wAY wood wTM�,00:so _wA � ' RIONT U -f�T1.OF t � Q1 4/0/F� sT0f�1E � -S O z-�39ZZ' 0�77.3p2 1 y � Z oII! t1 ;` o P 2 04,�, g�prE �ypyy FIEI_� 6 P�' FlulOw FIELD 'ria --301.75' � is FR �• w. �• i0 rod,. /. DE T FX air • ''*��' �oN yo'��,F ,1w-►r �SO I 15 p'A� ' AO GO 02 605, LR ��s l n � t: o �0 o„ rr/� FKSOUof ST Rjc S15.5*1100 -rovC 14E � - j8 8'35,30"w �DVEc %/O/FCO YP• NroiF Ma 40 LIVING- ' "-41..•(�OP N 90 bFs 5b 8 47 - 50 • SCDHS Ref.#SIO-07-0007M� *+nMW,a�m�m6.ISM a SCALE,I'-50• CLUSTERED CONSERVATION pTr StIBOIVIS/ON � , ' • ..• 0. O NORTH FORK ESTATES 'ES7A7EOFAMONEGR1GOMS" '•'„ '`°�"b�,rslisr"'o�.n•r'�S�m"`.w••"-••oa �.a p�>fip VR rta'° wru My iurmAorlm wlclAvr r4 RY mverxuaaoovlRl na { a.0 AT SOUTHOLD .,°�ve«w onTmr.�alsr ToT AREA=86BY[5MACRE5 ®� C� +e° TOWNOFSOUTHOLD or BI0, s41t In e` Q j°' SUFFOLK COUNTY.N.Y. IIEa 1aRT�r TM YAI1SiiH.1TA AMATISAALEB6105IL rsrOls fm s rxaerr ms er Ie w untn✓r m'Tnx 55-01-51d1000-55-02-85 -aR A Alm mf°r oT Msrabs� eas0 caysERvairav sufiDlvfsmN t p SCALE:Y'=f00' �u r�+xrlaLLL sAixlm 'cv rw KEY MAP t 990.866/80.000 •ll.T6 �y9 YARGf4'1D0] 'STA•IDA�SN AS OF TNS SGIE.Y'S0D' . ,l\VT Le - 14 2007 ievRcx9 . IL]6•40%•9.70 or 3 LOT9 e� IL y ; Ol12 A el w 19 I JAJES P.E 21.5993• JML 20%•4.3?ACRES ig DamO,6B< W's TnT°wr Y.n9Lz TOTAL AREA OF LOTS•L.ACRES t IL,2009 IN4Wvl l TT4-� // rr PkL+MEwa..r APP0. � Dn:�y we edate,+s�.a aer mcl.� AREA 1000-55-OI-51=1.0.1417 ACRES MMM t M•�0°i'� BOARD BY I 1000-55-02-8.5=11.9.576 ACRES (B,�U l,,y„�,o,wal y�pe vla oN BOARD Lwrrr rwr ne suBpnsw nAr w.s e[rr OF a�RDVEo BY M ieANwC BBaRD 6�TIE TMIm of soumao I BT rtcsa.uTpB q•'APPxavAL LATm LOT AREAS• Ica�mr WII LOT 1•43,904 WI m LOOM ACRES !O r&S\ � -R � 0 LOT 2•4r4GM 4.1f.a 49183-ACRE9 / •••' N/On. ApR�N LOT 3•40.604 I ll.aI 0.9321 4(:R£S I Ro• LOT 4•S.��l eQIL or 126T3 AaS .1 on(t1d ROM 1 B69 a4O. 0.T692 ALR55 % .� 79;Fy�. LOT 6•3/9,374 sgll w).33t6 ACRE9 y' - - ...�'• ` .tp 4`I � LOT 6•41I TTl 1 vR43.30 ACRES AE 847#FIIE.N0 LOT 7.3O'DOO.S4IL or LWVk ACRES �® T I 4 O N h0 l30.000 s4/L o19UBOV19fON OPEN SPACE) (/ pp��SSppyy / ZOWNG DISTRIC TT A SCHOOLDISTRIC #5 �� AP a�•vw�• - o, /N T t®N,«µ�eN�pTrl 16692#BNa STRMT x28 6 LOTS MEe oPE• ttSarJ 0 .E7 / N0�"IrAlr° p b rn�D[[�I���p CC •y TOTAL AREA•990,B66 sq.l). ?�/ s '«/G�Q1( rs�,�ya ,ate•" \T��\ fIIiY RIM OJ 201L PRESERVED^76l,146J990,Bb6-80.9% �O♦f •,•` N/°Ja°"'I NT•" ' '� H°D \�� &: - 3 •� - BU2DABLE I7A720/94D,6{66-l9J% - Fn elf SUBOMSION¢OPEN SPACE=3.22 Aaes / u �1 9 B�iY indusrve of I 3oro00 s9.l!.�•Ira>la9e area � �u'..r1 3 pdP 7 e e R A ' •Im Y • O Alw �1 mA„1�� - O C M' 2 4 it 1 9T, O ,✓°•r°n�```�I\ •1 % C apBtOI M-11- l'I I 4R�/ O ,' m _H^n "�° o El �' O, DEVFJ.OP.7 NI 5 TO BES°LD 1� r0 s1�Pax rour/rr / rTZ LOr OOMARI9 253 u'^9' i x •,.n•• TYPICAL LOT LAYOUT �_ � $ pMc'�6 -� a �' tl_z•' °F o EN_�A • / /�Hea m , TEST ROLE M TEST—E2 ♦ +t+ .` I�P1J,�•�•�• `B°saY. ____ P2BleT...wow mn II/2910T www opl ! 6 FS Qy N/ im? GIUW- - .wf ova °69W -- ao MST f I, aveuLrr4 B15•.IO•tl as 79t3T ) I COVFAM881�10LIu0l@B PVT =Y a' ►��. ` STs'�/ Y •, l0e'o".d.+ w.e + va 3° o .� f N/G/F suwrnro-Ea;ueTsanisiernwL®lacss WOIf NAUREEN IL N.'%OL m� ' lA l LN81G•TRU97 ywF^t FED-6 OK * �yt YT �, - do. _r,--_- ypr ffiTOVFALTR 3AVRZS 0 ueDGtAlD fieSCPR2 , - 11 \ //kT®YCFAJYY nYT n15 AyLA'I/UTYIS INOE i.^.OI. b� INf6TO QARY M1�pE�,p� ryOt AClWL bbTTFFll22YYSd['pIYFIID TwT AIL'10iAlNTL 2 Hn.i/�Ia.H-F�•IeKS I T I - O noa Txm lT ALnuu.rtmrAlo TIER rrolvnos ARE 7 eEru. lE 1 � ariEors.ASA mnn { L-� o°'"- - > sloYMuo w.maco�NC Aw¢aSTIL s.wEc�Tr. / aFl rmsmAs uo snJffrm�osu. Q,. �- � :�In rnarxcml+T.wlmsrmm T-, Mrd ar<1ax 499BgT�il�miauT�usaua- d0 ODS51 SUFFOLKCOUNTY 902A CLASS/frCATK1N-HaAIfIaB,HaC,RdA,REB raO OLTTxaitnsa�IJxrnw[Ylw I� �°'��c�^ Yii)t MIV�6 R OBIT w:°">< �'a �5y5�y0 FFr�eF\�tll'°" TfF EArJEaw. INTOYasEO.•rAIrTAaswxvJQa-xEwOOmH I' SD IOT54a2•.I•LtlRFR OP IJJ9'PE TI@C APFTYIVJn I6PYaYI41TR gpIflVl[TxRHLKLLMfY A'9M S•`.• N�° �,40' 0T5544-JIJ4•rnPIER w9I IrY PE nAa.O � RDBETlr S aflnl�'n'�_.� �H T0N•r�o LO PAwmvfROlr YArF a iIST1p vrmN>S `��T�IR�SS ITYfar B£I•f1PHR I �al[r10G pl'�p`fYNIDMx/.V.W.uIT / I [l•liil O£WAMR LI.E 50fG fpt RBLC •NCI'•2-4 P JTUR3-ELELTRC . . SDBELT TO COYT31ANT5 AAMM R6�p,��p�— pTElt �M22•P2 VF. LABLENSNYI • - M_F 0.•M5(EFBIJ([OWlT¢IXf YOF2LPu BI.•IP'Ap- �-S P£e0.5BL LArv£YeaS5,,P.G .. L®�l26B1 PASE. BY JA1E5(EFIam94•E IBPI]6S-SEcO fAX ISYI>ES-l>S7 • - TO TGF, LDS ARE> ERQ+LID IO MA4£ IRS 06-185, • P.0.Ber 909 ••EI°'AAERT I SO TRAVO.ER STREET I I SOUMIXA MY. 11eR - SURVEY OF PROPERTY HOUSE SLATE OR OTHER F.F. ,z8' S�TTALE sure DR O'H S,�R MO SO UTHDLD PER END PLUG s°rt °�PLC TOWN OF SD UTHOLD LOCI(ND CASTING FlIJISHED GRADE �TO�� FINISHED GRADE � . COVER TO 2S• , _.• °�l° mw "PIS SUFFOLK COUNT GLEAN Our r IF Ugp�ON NET 24• NAX Cm DH� ...... 20' so' "T 6•MIN. LOCATE DROP T IN" Y N. Y. I.E ACCESS OPENING FOR 38.3' 8• HANTANCE I.1 6. 2- e- 10 '-0-0 w Wre 1000-55-02-615 36.0' I.E I.E. m 3' MIN �*MA�� 4• Ta. 3zs' 37.3• m M. �_coLUR CLEAN OUT DETAIL +► E� PTTG� L 1/e'�. � / m o Nn SCALE: 1 =30 T pncA mN 4'or qw! m m o NOVEMBER 18 2020 L*PER FLOW LINE s EFFECTIVE .2100,Ip.a. I N m m m e e m m m o DECEMBER 3, 2020 (CERTIFICATION ADDED) DEPTH e m m m e m m m o - m m m o m m m m. PROPOSED SE'77C SYSTEM mm0oemmmo o m m m e m m m. 6 TO 8 MAX.BEDROOM HOUSE mmmeemmmo It,. 2 m m m N e m a H DECEMBER 14, 2020 (REVISIONS) �. MIN. m m m m e m m m m [2, 8 FT. DIA.x 8 FT. HIGH PRECAST CONCRETE' LEACHING RINGS 10'-0•DIAMETER BACKF/LL MATERIAL COURSE SAND AND GRAVEL (3' COLLAR) MAY 2, 2021 (PROPOSED/ SITE PLAN) O w ILL x a' DEEP) [11 IO' DIA. 2,500 GALLON CYLINDRICAL PRECAST SEP77C TANK. MAY 14, 2021 revisions) P POOL JUNE 28, 2021 (REVISIONS) HIGHEST RECORDED GROUNDWATER(NO WATER ENCOUNTERED) BACKFlLL MATERIAL TO BE CLEAN SAND k GRAVEL AFL 2,500 GALLON CYLINDRICAL SEPTIC TANK DETAIL ` O 1. A MINIMUM OF 4 INCHES APPROVED REINFORCED PRECAST N N OV CONCRETE BOTTOM AND 3 INCH WALLS ` I cfl 2. A 10' FEET IN DIAMETER BY 6 FEET HIGH APPROVED 10 O REINFORCED PRECAST CONCTERE SOLID RING. ` 0. s 3. AN APPROVED REINFORCED PRECAST CONCRETE 6 INCH + C�► THICK SLAB TOP IN LAWN AREAS. 5ga•53 4. DROP T'S MUST BE PINNED OR OTHERWISE FIRMLY 25' RIGHT OF WAY TO INCORPORATE WATER ATTACHED. LINE AND OTHER UTILITY EASEMENTS Q,QO \\ 5. LIQUID DEPTH MUST BE 5 FEET. EOEQ $GVEGVA I CL.EL. I 1Q /O/F W A504'EWtAG / ` 40.5'OC.B. --577,30'2Q"W e �— 25•QQ' / R=25.00' C31 S(011E ` i CL.EL R Q E EL. 41.0' L=39.27' P joNN _ �'� 41.6' N77'LA 30'2 J � N/O/wNG WELD 150 OV � 5' MIN, � METER WE ,3Q'ZQ"W S7 SUBDIVISION TESTHOLE D Q+,LO"E `GN w ❑ 2 5•QQ NUMBER 2 W EX Ica[) TRANS ELEVATION= 40.5' 2 w w O LP 8. min (tYP FORMER EE i+ LP 2 1 IN. D.W. D.W. I e pP� `N� 299-Q4 LP r e. min - C; �o SET C D. R W p 8 min • _ MAN 50 —� RAIN RUNOFF CONTAINMENT. P O PROPOSED HOUSE, PORCHES, DECK N 1 S �� W _ I.E•36.0 s O I,E 8'01 / & ACCESSORY BUILDING = 4,836 Sq.Ft. R1�O` _ W = _ C O o c/o s"o 4,836 x 0.17 x 1 = 822 Cu.Ft. G W / Vd to 822142.2 19.5 VF (8 DIA.) (n N .+ , ,� 2Q `\` �>o PROVIDE [51 DW 810 x 4' DEEP (or equivelant) 0 c0 �� i i $7T 3Q C 0 0 2 STORY cp O 40 1 ? p PRO AMA MOUSE X x X 0. Connected by Gutters & Leaders 113 Ilk o PNO Gr. .p o 1 fIN.FUp, Z70 O� C C 3 � O P N �' K LOT 2 D•W moo• � �o AEG o LOT 4 N. DWELLING ON PUBLIC WATER MIND PIP 4"DIA E OR tfp�0p� x �CAI. T E��AGE VACANT EQUIVALENTCLASS 1/4PER FOOT CLEAN 0' X X� CLEAN / 1� I.E.40.0' 36.5 � C A00 1 REBAR ELEVATIONS ARE REFERENCED TO NA VD '88. .� X. .a r o 1 CERTIFIED T0: TEST HOLE NO.2 �� z McDONALD GEOSCIENCE 0 1 CHRISTOPHER NUZZI AND SANDRA NUZZI 1/29/07 Ln1 J WFG NATIONAL TITLE INSURANCE COMPANY BNB BANK EL. 40.5 0.5, DARK BROWN LOAM OL �1 BROWN S/L TY LOAM SM � - KEY 3r DWELI_II•rG WELL 150'+ Q = REBAR I OT 1 J ® = WELL �? = STAKE ® = �� HOLE PALE BROWN FINE TO COARSE SAND SW 37 e' EU• 13 = MONUMENT X� REBAR 0 = WETLAND FLAG �X�X'5.06• = UTILITY POLE 17' X�X�pEER fENpE � � ,FI,,� W = WATER SERVICE 0"W �� —E = NOTE. NO WATER ENCOUNTERED �� 39 3' �S'5.54 Q N/O/F BURIED ELECTRIC LINE R PECONIC LAND TRUST INCORPORATED ,x VACANT LOT NUMBERS LOT # REFER TO "CLUS7ER CONSERVA77ON SUBDIVISION NOR7H FORK ESTATES" 1.:. N. Y.S LIC. NO. 49618 FILED IN THE OFFICE OF THE SUFFOLK COUNTY CLERK MARCH 5, 2012 FILE NUMBER 11847 CONIC OILS, P.C. ANY AL7ERA770N OR ADD177ON TO THIS SURVEY IS A WOLAT70N OF SEC77ON 7209 OF THE NEW YORK �(63 �A S.`" 01�1FAX (631) 765-1797 STA7E EDUCA77ON LAW. EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER77FICA77ONS HEREON ARE AREA= 40,E'04 SO. FT. :•0-'Box 09 ` VAUD FOR THIS MAP AND COPIES 7HEREOF ONLY lF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL 123CI TRA 17 LER STREET OF THE SURVEYOR WHOSE SIGNA7URE APPEARS HEREON. SOUTHOLD, MY 11971 20-070 SUFFQ'.K'C0';j;NTY DEPAR.TMEN T/�CQ=_R_EHN-THRS1[I_RVICEG SURVEY OF PROPERTY N i�Ef\Ma FOR I`LCP�F ovAle O Cotzi I:s tuf om FO ,: Rr-s, �cE A T SO UTHOLD HOUSE SLATE OR OTHER ���Fnl,I:rY�,�v:��l z r�ss� F.F. EL 42.6' SUITALE COVER � � n 9 i + SLATE OR an sR>PPLx o+o ( PPER END PLUG LOCKNG CASTING SUFTABL CM OR PLUG --- �C.c'S�/�"'� f7GRADE GRADE TO GRADE FINISHED GRADE TOWN OF SO UTHOLD COVER I sTx. I�III�III ��PPE sd F DROP Ir is 24' 11AK. r+ n ts• Gfm -�1; 4vw H.S. » !t «EAN o� > USED QN NET LOCATE DROP W�I DATE . 024 S RE,% �,,,.;=z� -I�� L _ SUFFOLK COUNTY, N. Y. LE 20 w �6WIN. ACCESS OPEN10 FOR � /� a � r.� 38.3' 12* 6• f1ANTANLE APPROVED / y'' •s"'' 1000-55-02-8.15 2400 PPE OR 380' 8• 18, 37.5' 1/s'p"foot min 37.3' m mm �C,OLLAR CLEAN OUT DETAIL TOTAL��AA,i.Ilv`:.1� i.^r�C'.s:°:4s ) SCALE.- .L�'-�0 240 4•DIA CLASS EQLtvPER F O rcrm g• 6' pihh min.4 m..pip. m o r r n a A R--�,.- ,�r P .O w r. NO VEMBER 18, 2020 EXPIRES THREE YEARS FR0 � R_ � if11 Lf PER FOOT S' EFFECTIVE T dor 2/00 PIW a+ m m o >< E i'\.;::�. ..E c..�: /'l� °�'" v m m e e m MID PROPOs�n sEPnc srsTFM ---�-- - - DECEMBER 3, 2020 (CER MCA 77ON ADDED) FLOW LINE N m o e o m ao -�� 6 TO 3 MAXBEDROOR HOUSE DECEMBER 14, 2020 REVISIONS J , umo o e vs Isms WATER LINES) MUST BE INSPECTED BY THE ( ) 4 MIN. o m m o g m m m a [2]8 ;-T. DIA.x 8 FT. HIGH PRECAST CONCRETE' LEACHING RINGS to'-o•DIAMETER -} [3j'LEACHINc Pool BACiCFlLL MATERIAL COURSE SAND AND GRAVEL (3 COLLAR) SUFFOLK COUNTY DEPT. OF HEALTH SERVICES, MAY 2, 2021 (PROPOSED/ SITE PLAN) O 4 (T7'r ><r3 DEEP) [1] 10'DIA. Z500 GALLON CWNDRICAL PRECAST SEP77C TANK. CALL 852-i;f?7g-7� 48 HOURS IN ADVANCE, MAY 14, 2021 revisions) 0r� - "� - - �- '� 'ss'''1 To ScHEb(1LE IN�E'ECTION(S). JUNE 28, 2021 REVISIONS) HIGHEST RECORDED GROUNDWATER(NO WATER ENCOUNTERED) BACKFlLL IMTERIAL TO BE CLEAN SAND 8 GRAVEL sr ��.< O� 2,500 GALLON CYLINDRICAL SEPTIC TANK DETAIL NOTE CHANGY',(S) NO 1. A MINIMUM OF 4 INCHES APPROVED REINFORCED PRECAST�;,:::. by Pert. 4f !-�PaI1iT C,t.it�iCrS N CONCRETE BOTTOM AND 3 INCH WALLS W / / / 1� to 2 2. A 10' FEET IN DIAMETER BY 6 FEET HIGH APPROVED / / 10 O� REINFORCED PRECAST CONCTERE SOLID RING. 1 3. AN APPROVED REINFORCED PRECAST CONCRETE 6 INCH THICK SLAB TOP IN LAWN AREAS. 4. DROP T'S MUST BE PINNED OR OTHERWISE FIRMLY 25' RIGHT OF WAY TO INCORPORATE WATER ATTACHED. LINE AND OTHER UTILITY EASEMENTS 5. LIQUID DEPTH MUST BE 5 FEET. OE0 SWJf-GUA / / / CL.EL. 0/F we 150'+ / / / 40.5' C.B. Tao+20"W N/ WEi!- E R-25.00' 0 / S7 L-39.27' E V 125.0 f'�R=25.00' �P 0 5N ONE ' / i '' / / CL.EL 0 20 EL. 41.0' \ L=39.27' ,� //��Y 4,.s' N�T3 J N/0/F GA L 150't .� / e VqN ELECT. �� OF 5' MIN, METER S7 25 00 SUBDIVISION TESTHOLE N7T30 20/ / / ��E�I �1 V W EX t IcQI) TRANS ELEVATION= 40.5' 'I W f/ / _.�' 2 p' LP $• min ) FORMER / •� $ NN LP 2 -� _ , _ _ E O p,D LP 1 W; 299.04 8 min D. W �Ot�( SHACK °W RAIN RUNOFF CONTAINMENT O _ {�/� in • �N I / / / 13 m r M ' So PROPOSED HOUSE, PORCHES, DECK C I / / 1 S ' W / / _ I.E.38 0 s O I.E.38 0' & ACCESSORY BUILDING = 4,836 Sq.Ft. Z Z '�� ,G O ' = �,n ° 210 N 4,836 x 0.17 x 1 = 822 Cu.Ft. G) �E ��G� W W / / C V' 3 0/ tq 822142.2 =19.5 VF (8 01A.) N 1 �� / / 20"NI e� 21.0 � PROVIDE [5] DW 8'0 x 4' DEEP (or equivelant) CP to �� = / S-7 30 \ o p 2 SSORY � O 1 I / Z �~ N PROPOSE NOOSE X X 0� Connected by Gutters & Leaders ��� o `sue ` PNO G�'` $' Z o L ULC FIN FAR C } 1O \6-d t of' J '21'� �j1L K 1p LOT 2 "o• DWELLING ON PUBLIC WATER MIN. PIPu',SS VACANT E OR EQUIVALENT PITCHED '( X 1/4•PER FOOT Cl-EAN DU / X I.E.40.0 X� Po�V o V 36.S - 0o A00 m ° O RPGE REBAR 1 Q 1 o ELEVATIONS ARE REFERENCED TO NA VD 88. 2Ao 1 m TEST HOLE NO.2 >bp 1� 0 1� CERTIFIED T0: MCDONALD GEOSCIENCE 1 1 CHRISTOPHER NUZZI AND SANDRA NUZZI 1/29/07 WFG NATIONAL TITLE INSURANCE COMPANY EL. 40.5' , o BNB BANK 0.5 DARK BROWN LOAM OL 1 N BROWN SILTY LOAM SM KEY 3, DWELLING WELL 150'+ Q = REBAR LOT 1 W 'ACK ® = WELL 5p' REAR ® = STAKE = TEST HOLE PALE BROWN FINE TO COARSE SAND SW ® = PIPE 37 �X 1 ® REBAR= MONUMENT _ �x� ✓ WETLAND FLAG 17' 'X�FENCE OF f4[ E 1�� j = U77LITY POLE PEER ;( �r f �•1f` 4e a�tj IN = WA 7ER SERVICE NOTE.• NO WA TER ENCOUNTERED 4'00"W �'' �� �i `•-� ,« --E = BURIED ELEC7RIC LINE EE 3g.3' �X S75 5 N/O/F T AR PECONIC LAND TRUST INCORPORATED ' r . VACANT '- LOT NUMBERS LOT REFER TO "CLUSTER CONSERVA77ON SUBDIVISION NORTH FORK ESTATES" I ,. * lY.Y.S. LTC. NO. 49618 FILED IN THE OFFICE OF THE SUFFOLK COUNTY CLERK MARCH 5, 2012 FILE NUMBER 11847 E'CONIC,,, ORS, P.C. ANY AL7E'RA77ON OR ADD177ON TO THIS SURVEY IS A VIOLATION OF SEC77ON 7209 OF THE NEW YORK 1'ti31 65' 0 (jr�FAX (631) 765-1797 STATE EDUCA77ON LAW. EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER77FICA77ONS HEREON ARE AREA= 40,604 SO. FT. P. 7. t`iffi0b9"` VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL 1230RALER STREET OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. SOUTYOLD, N.Y. 11971 20-070 SCDHS ID NO. R-21-1466 N oC� SURVEY OF PROPERTY \0 c� A T SO UTHOLD '{' ��°� TOWN OF SO UTHOL W x,�lr xs• c ami41 � r - \11� uim� Tim iTu - �� ,I>al� + ' ?0911 SUFFOLK COUNTY, MY oh�:�u��►sl�v���� � 1000-55-02-8.15 m m o 'TO9�'�J OFSOU MOLD a SCALE: 1'=30 CLEAN OUT DETAIL / mmo J �m o N75 1.2 NOVEMBER 18, 2020 -r m m m 0 e m m a �` DECEMBER 3, 2020 (CERnFlCA 110N ADDED) emm @!G elmm0 mmm�e�mmo 0 m m 0 0 m m m A 0 m m e es m m° 6 TO 8 MAX.BEDROOM HOUSE mmmmemmm� [21 8 FT. DIA.x 8 FT. HIGH PRECAST CONCRETE LEACHING RINGS DECEMBER 14, 2020 REVISIONS) 0 m m m e m m MAY 2, 2021 (PROPOSED/ S1 TE PLAN) m m ' ' BACKFILL MATERIAL COURSE SAND AND GRAVEL (3' COLLAR) [] 10 D/A. 2,500 GALLON CYLINDRICAL PRECAST SEP77C TANK. MAY 14, 2021 revisions) Q JUNE 28, 2021 (REVISIONS) NOVEMBER 15, 2022 STAKE OUT O�'� ` JAN. 3, 2023 (FN N D71ON LOC.) 2,500 GALLON CYLINDRICAL SEPTIC TANK DETAIL `_ I N � J c0 O` O O r � i 1�0 a 5g8.53 E0 SGVEGUA i ' f I CL.EL. i \\\ N10/'F AGE WEB" 1569+ I I � 25.00'.5'OC.B.Ra \ pWE�N O L-39.27' \11 1� 125.00' /�'�R=25.00' c>, TeNE _ s ' CL.EL � � r� EL. 41.0' � L=39.27' w GA' �eHNs 4t.s' N77'30'20 J F � V v r 7� ZO++W NT O ❑TRANS 57 25•00' SNUMBER 102 TESTHOLE FORMER ELEVATION= 40.5' I i ' 2 i ' Et. 42• (31 o O M R 1 S FAR � , l ppRCH N WEW• � Z z G O O FOUNOAno 2�.t 120 Un 1 � w G) GR _ ' (n N _ 210 n cNC� 0 to0 S77 , \ �; UO FvuNpA E�.� oEl•42'U A20; G N TOP OF FNOTN m {1m Z 43.6' S - C 10 i6p 915 OK 2�0 ,� POPCH/pE LOT 2 TION 1 W�pW• FpONOA LOT 4 DWELLING ON PUBLIC WATER VACANT ELEVA TIONS ARE REFERENCED TO NA VD '88. _ 1 TEST HOLE NO.2 1 CERTIFIED TO: CHRISTOPHER NUZZI AND SANDRA NUZZI McDONALD GEOSCIENCE 1 1129107 WFG NATIONAL TITLE INSURANCE COMPANY BNB BANK EL. 40.5 0.5' DARK BROWN LOAM OL �? BROWN SILTY LOAM SM KEY 3' DWELLIVG WELL 150'+ r, © = REBAR ® = WELL �'- ® = STAKE 9 = TEST HOLE PALE BROWN FINE TO COARSE SAND SW 4) = PIPE x— ® _ MONUMENT ' 0.O � � 0*:s � 0 WETLAND FLAG 17' cQ, = UTILITY POLE ' o ' �pEER FENCE O k A •�i. A'�" r�' WATER SERVICE NOTE.- NO WATER ENCOUNTERED 5��. '00"W = BURIED ELECTRIC LINE y3 PECONIC LAND TRUST INCORPORATED ''ra M �X VACANT Q MYS LIC. NO. 49618 LOT NUMBERS LOT � REFER TO CLUSTER CONSERVA77ON SUBDIVISION NORTH FORK ESTATES d N.YS LIC. NO. 051132-01 FILED IN THE OFFICE OF THE SUFFOLK COUNTY CLERK MARCH 5, 2012 FILE NUMBER 11847 PECONIC VEYORS, P.C. ANY ALTERA77ON OR ADDITION TO THIS SURVEY IS A NOLA71ON OF SECTION 7209 OF THE NEW YORK (631) 765-5 20 FAX (631) 765-1797 STATE EDUCA77ON LAW. EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CER77RCA77ONS HEREON ARE AREA= 40,fiO4 SQ. FT. Email: peconicsurvey@optonline.net VALID FOR THIS MAP AND COPIES THEREOF ONLY lF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL P.O. BOX 909 OF 7HE SURVEYOR KHOSE SIGNATURE APPEARS HEREON. 12JO TRAVELER STREET 20--070 SOUTHOLD, MY 11971 SCDHS ID N0. R-21-1466 SURVEY OF PROPERTY N SEPTIC L OCA TIONS v _ .,.,_..4: :.. .. .. ...... ._.... . A T SO UTHOLD A � T�..: ,: :� . . ; :.g .. ;( _ >>/:L�. TOWN OF SOUTHOLD :'•t �.E'l!Jl,.. a....t'._i� ..,,yii s_!r'SrL.r.. f1EL✓, C"i SUFFOLK COUNTY N. Y. SEP T/C TANK 31' 23' 1000-55-02-8.15 m LEACHING POOL 1 34 37 pate: FEB 2 go ?jr�� r, ,:%. w�� J ��1 1 Ito__ SCALE.• 1'=30 The sewage c! ,'">s, . ;F;;n. �,:.. thiL hu .-hn 6av 3 h rn NOVEMBER 18, 2020 tnspecied`'''d",Ior I ()r tia�f 1 ! ,j and DECEMBER 3, 2020 (CER70CARON ADDED) LEACH/NG POOL 2 45' 34 found tout 1at,;i z= f:,s J;; ;`,`,`I:tUt. f Y(a.a• D :}►,'S TTj.l. DECEMBER 14, 2020 (REVISIONS) MAY 2, 2021 (PROPOSED/ SITE PLAN) O aP``lyY.f`�!L�• d• r'O'uA�t.• P{.'l•"9 .a.k< MAY 14, 2021 (revisions) P C!-1A I '� =$'$F R k j P r r` ' JUNE 28, 2021 (REVISIONS) �0 SEPTIC SYSTEM AS INSTALLED z FIB (,= `f;<;,I,,; h ; t;Lxrr; -NT , _. ._•. ____. k NOVEMBER 15, 2022 STAKE OUT [1] 10' DIA. 2,500 GALLON CYLINDRICAL PRECAST SEPTIC TAI�1�:��� ��'•�" �.. . • ,..,.,.:..,...,....�.,. � JAN. 3, 2023 (F7VD710N LOC.) N Np [2] 8 FT. DIA.x 8 FT. HIGH PRECAST CONCRETE LEACHING RINGS ✓ANUARY 4, 2024 (FINAL SURVEY) FEB. 2, 2024 (REVISION) . N N �O FEB. 14, 2024 (REVISIONS) 1Lop `oP' O 10�, 25' RIGHT OF WAY TO INCORPORATE WATER 5cJ$.rJ J UEG`1A LINE AND OTHER UTILITY EASEMENTS 100•�� EO SG s E� CI_.EL. i F /a,ED 150,E E 4().5' +20"W �T3 L 39.00 / S 0 _ ' �"' —R=25.00' ONE E/�CL.EL G E EL. 41.0' y;f L=39.27' p ,ONNST E�/� 41.6 l-r j0+20 R�� E GE m TELE.COM. w GA�-E ,} E�� ^ N SPI IT VAULT x O/F 150 E/ �!� 10' m1n \ WOOD J WELL c1 ELECT. FENCE +20"W O\ ' / gtc1: tW 10 k 4 METER ao�GENERATOR 0 S7T3� O, SUBDMSION TESTHOLE NTT 30,20 E I Ei�E'R1 G iW E 1 t min. D.W. \�, m Q CT. 25.0 ELEVATIONNUMBER - 40.5' I�E' i _ i EL 42• {ypcI. LPf 10 x�m U/G FUEL E) TANK c Opp W 2g9.04 1 \m I _ /E w /I R '� LP2 ST \ AC O I ' / R ' ` i 'Z rn WALK WNDW WE11• UNIT$ GA G I I I i'E�E N 1 S O 0E Q � Z E O • w I VEREO w 2jc1 120 Q AC y:f cn ?iE ��GROG �,J i f ' SCONE PORCH 10 6 qq O QUNITSJ nZ ' � = �0 7_ 3 0 B 21.4 Ab.o n x u J ?30 2 < < 60 t*� o W =/ i S7 (11 `1 N 2 SME E{OUSE CZC/� N(�. F1NFR•FAL R EL = — ' �? x �tr.2043 WATER GRAzE 60 O 0 BRCK o, ►A3-2 SL 1b 3-1 PA710 f tL W in c' C' U nd. Flr. u l l m LOT 2 SC 'a GAtE WNO RCNIPA�10 0 FEO.6ER' X GAS WELL 510NE PO j LOT 4 1 ! o DWELLING ON PUBLIC WATER DRIVEWAY ,n S1oNE WpaK '' S y:! i VACANT c/o 1o'•� D. P 3g 0 35.1 �C�> BONE WALK AO. x �+ COPING O 1tJ WOODEN tnQ oNE REBAR PRIVACY aZ ELEVA TIONS ARE REFERENCED TO NA VD '88. _ — FENCE �0 J14�C 3 s POOL EQP. TE,5T HOLE NO.2 x ON CONC. SLAB G `^ CERTIFIED TO: '9 00 DW McDONALD GEOSCIENCE CHRISTOPHER NUZZI AND SANDRA NUZZI 1/29/07 rn Q IiA WFG NATIONAL TITLE INSURANCE COMPANY BNB BANK EL. 40.5 0.5' DARK BROWN LOAM OL z x BROWN SILTY LOAM SM KEY 3' DWELLING WELL 150'+ N z O = REBAR LOT 1 16•t 1k0 RAMP ® = WELL Go x b_SHED f WELL= STAKE (WELL FOR f HOUSE IRRIGATION ONLY) = TEST HOLE Pori off• E� PALE BROWN FINE TO COARSE SAND SW ® = PIPE \ FENCES GAT E N x FE02S 3,9/ © = MONUMENT SHED G\ X�1 CJ ` / REBAR x x WIRE F/ 6' = WETLAND FLAGHI rQ, = UTILITY POLE 1/7' 1 x CP NKEN X ' /PEER FENCE ' W = WATER SERVICE •00"W F RpZEO NOTE. NO WATER ENCOUNTERED E� �.' —E = BURIED ELECTRIC LINE 54 ��/OIL `NCORPO G c^ qP ESTATES" �p2N-5 PECoAr- �N4pCAt9 Y"k' Ai-z-7m.Y.S. LIC. N0. 05113261 LOT NUMBERS LOT # REFER TO CLUSTER CONSERVA77ON SUBDIVISION NORTH FORK ES OIL FILED IN THE OM OF 7HE SUFFOLK COUNTY CLERK MARCH 5, 2012 FILE NUMBER 11947 PECONIC SUR ORS, P.C. ANY AL7ERA77ON OR ADDI77ON TO THIS SURVEY IS A 140LA77ON OF SEC77ON 7209 OF 7HE NEW YORK (631) 765c5020 FAX (63 97 Email. STATE EDUCA77ON LAW. EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CER77FlCA77ONS HEREON ARE AREA= 40,604 SO. FT. • peconicsurvey�bpto nlinexet ne.net VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL P.O. BOX 909 OF 7HE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. 1230 TRAVELER STREET 20_070 SOUTHOLD, MY 11971 y _k f Dept. ° �- Suffolk COLInty =- ,.a... � � ns� r�er A►► aLabor, L'I censing & irs ?Y s w s D,� ENT LICENSE HOME Narne �e Y - SEAN M SPICER ` 13usiness Narne --- --��� �'�e Construct Corp certifies thatSean Spicer C er is duly licensed 7e County of suffolk License �umber : HI-67696 • Rosalie Drago Is-sued :- 10/ 1112022 A.Comrnrssio e� n r Expires : 10101 /2024 ; * .� �.9E�y{ _ _+l' r !.'.�r .�•r ;•y^xr .�` t�, �±s '�,i �+�YJ! ,�. �Q��' .:•!i�.M ` y'e�' L,. ��'�'.� �,R" �`�'� �i• 'ti" ';;�j�;,r A - 3j �F� '_' 'ter y .f�,i _„� .� rS�.j�,� „_i � .�:,f� fit ��.�1' ��,`Aa' !T �� �r _ •'iyy .��� 5`j: -_.r J•tij ® DATE(MM/DD/YYYY) ACORO CERTIFICATE OF LIABILITY.INSURANCE os/o2/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Diana Zucker NAME: Bradford Independent Insurance Agency AHCNNo Ext; (631)475-6363 FAX No): (631)475-6025 600 Waverly Avenue ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# Patchogue NY 11772-1598 INSURERA: UTICA FIRST INSURANCE CO 15326 INSURED INSURER B: Sean Spicer Construction Corp INSURER C: 360 Fishel Ave INSURER D: INSURER E: Riverhead NY 11901 INSURER F: COVERAGES CERTIFICATE NUMBER: CL229205225 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MMIDDY EFF MM/DD_POLIUYTTP LIMITS I'I X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S 1,000,000 J CLAIMS-MADE �OCCUR PREMISES Ea occurreTED nce S 5,0000 1 MED EXP(Any one person) S 500 A ART5139359-02 01/31/2022 01/31/2023 PERSONAL BADVINJURY S 1,000,000 GEN'LAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE S 2,000,000 X POLICY I PROJECT ❑LOC PRODUCTS-COMP/OPAGG S 2,000.000 5 OTHER: AUTOMOBILE LIABILITY Ee acccidentSINGLE LIMIT S ANYAUTO BODILY INJURY(Per person) S OWNED SCHEDULED BODILY INJURY(Per accident) S AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE S AUTOS ONLY AUTOS ONLY Per accident S UMBRELLA LIAB OCCUR EACH OCCURRENCE S EXCESS LIAB HCLAIMS-MADE AGGREGATE S DED I I RETENTION S S WORKERS COMPENSATION STATUTE ERH AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ N/A E.L.EACH ACCIDENT S OFFICER/MEMBER EXCLUDED?(Mandatory In NH) E.L.DISEASE-EA EMPLOYEE S If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT S DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached If more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. 54375 Rt.25 AUTHORIZED REPRESENTATIVE Southold NY 11971 It I �Loz_ gluaul — - 019 2015 ACORD CORPORATION. All rights reserved. ACORD-25(2016103) The ACORD name and logo are registered marks of ACORD NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE A A A A A A 262571356 BRADFORDINDEPENDENTINSURANCE AGENCIES INC 0 600 WAVERLY AVE PATCHOGUE NY 11772 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER SEAN SPICER CONSTRUCTION CORP TOWN OF SOUTHOLD 360 FISHEL AVE 54375 RT.25 RIVERHEAD NY 11901 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12039 375-7 200901 07/24/2022 TO 07/24/2023 9/212022 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2039 375-7, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE. EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. SEAN SPICER,PRIES OF SEAN SPICER CONSTRUCTION CORP (ONE PERSON CORP) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE' UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT SUR NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:929919339 U-26.3 ao Number of ages RECORDED P g 2010 Jun 14 04:17:26 P14 JUDITH A. PASCALE CLERK OF This document will be public SUFFOLK COUNTY record. Please remove all L D P 764 27 E4 Social Security Numbers prior to recording. Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 FEES Page/Filing Fee Mortgage Amt. 1. Basic Tax Handling C". 00 2. Additional Tax TP-584 Sub Total Notation Spec./Assit. ' or EA-52 17(County) Sub Total Spec./Add. EA-5217(S TOT.MTG.TAX �^Y ( Dual Town Dual County T R.P.T.S.A. X` �1tL ' Held for Appointment Comm.of Ed. S. 00 Transfer Tax Affidavit Mansion Tax —� IRO The property covered by this mortgage is ified Co �D� or will be improved by a one or two NYS Surcharge 15. 00 —1 210 family dwelling only. Sub Total I ' YES or NO Other _ Grand Total If NO,see appropriate tax clause on page# of this instru lent. b 4 1 14800 IS, 1000 05500 0200 008005 5 Community Preservation Fund 1000 05500 0100 005001 Real Property P T S Consideration Amount$ Tax Service R smi A i Agency 07�IUN-10 CPF Tact Due $ Verification Improved 6 Satisfactions/Discharges/Releases List Property Owners Mailing Address RECORD&RETURN TO: Vacant Land TD AriowFtf Rz G9cJ TD Ao-Box /a8 'Vy TD Mail to:Judith A.Pascale, Suffolk County Clerk 7 Title Companv Information 310 Center Drive, Riverhead, NY 11901 Co.Name www.suffoikcountyny.gov/clerk Title# o?O /r— 8 Suffolk County Recording & Endorsement Page This page forms part of the attached 169Mf Z4- J a�Ci�111. j1 dim pie io.aJmade by: (SPECIFY TYPE OF INSTRUMENT) C'A�<y Aga/An/e/1`ssf 1i��7y Aev4g!�,494A,�p The premises herein is situated in &6j,4A_P£,B Qd JA- f14UASY/1 .J G41/d[L SUFFOLK COUNTY,NEW YORK. �fc4 LLi2�s6L7�t.A�+.J�iF./�Ot�o.✓,T£sYr�n.9�iE -°%l.?,o.✓ ' fO Pi£t t�"��'r�" 10 Qo6�C> ls/l�ba.✓�.i In the TOWN of J04--l-old G4 S� e,r Cu�w�re.DfAa,�svnlL o+C In the VILLAGE /{t Gy!/ .tL�uICBJ or HAMLET of BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. (over) r DECLARATION OF COVENANTS AND RESTRICTIONS This DECLARATION made by Carolyn Haman residing at 1020 Old North Road, Southold,New York l 1971;Annette Smith residing at 2531 Pole Bridge Road,Avon,New York 14414; Audrey Carrig, residing at 840 Greenwood Drive, Ballston Spa, New York 12020; Richard Pierson, Sr., residing at 5245 North Bayview Road, Southold, New York 11971; Elizabeth Ann Laible f/k/a/Elizabeth Ann Pierson, residing at 3 Bailey Farm Road,Pittstown, New Jersey 08861; Jean Marie Pierson,residing at 2 Halstead Street,Clinton,New Jersey 08809; Richard Pierson,Jr., residing at 6637 Radcliffe Lane,Woodbridge,Virginia 22191 and Robert Grigoni residing at '1520 Old'North Road, Southold, New York 11971 this 3day of 7Cc c, ,2010,all parties hereinbefore mentioned hereinafter collectively referred to as DECL NT , as the owners of premises described in Schedule "A" annexed hereto (hereinafter referred to as the PREMISES) desires to restrict the use and enjoyment of said PREMISES and has for such purposes determined to impose on said PREMISES covenants and restrictions and does hereby declare that said PREMISES shall be held and shall be conveyed subject to the following covenants and restrictions: 1. DECLARANT has made application to the Suffolk County Department of Health Services (hereinafter referred to as the DEPARTMENT)for a permit to construct,approval of plans or approval of a subdivision or development on the PREMISES. 2. a.) As a condition for approval by the DEPARTMENT ofthe subdivision or development application, the DECLARANT covenants that there shall be no conveyance of any lot unless public water is extended thereto in accordance with the approved plans on file with the DEPARTMENT.This shall not prevent a conveyance ofthe entire subdivision subject to this covenant. b.) As a condition for approval of the DEPARTMENT of the application, the DECLARANT covenants that there shall be no conveyance of any lot unless a permanent and perpetual easement that runs with the land, in approved language, is provided for simultaneously upon conveyance. The easement shall be for the purpose of placement, installation, maintenance, repair, inspection and replacement of water lines. The cost of installation,maintenance and repair of said water line and to restore the area to its original condition after installation,maintenance,repair,inspection and replacement of such service utility shall be borne solely by the party,their heirs,successors and/or assigns,which shall be granted by the easement. Such easement shall be subject to the approval of the DEPARTMENT. c.)Asa condition for approval by the DEPARTMENT of the subdivision ordevelopment application, the DECLARANT covenants that there shall be no conveyance of any plot unless all public water service lines are installed in the easement area in accordance with the approved plan on file with the DEPARTMENT.This shall not prevent a conveyance of the entire subdivision subject to this covenant. 3. The DECLARANT, its successors and/or assigns shall set forth these covenants, agreements and declarations in any and all leases to occupants,tenants and/or lessees of the above described property and shall, by their terms, subject same to the covenants and restrictions contained herein. Failure of the DECLARANT, its successors and/or assigns to so condition the leases shall not invalidate their subjugation to the covenants and restrictions. 4 All of the covenants and restrictions contained herein shall be construed to be in addition to and not in derogation or limitation upon any provision of local, state and federal laws, ordinances and/or regulations in effect at the time of the execution of this agreement,or at the time such laws,ordinances,and/or regulations may thereafter be revised,amended,or promulgated. 5 This document is made subject to the provisions of all laws required by law or by their provisions to be incorporated herein and they are deemed to be incorporated herein and made a part hereof,as though fully set forth. 6 The aforementioned Restrictive Covenants shall be enforceable by the County of Suffolk, State of New York, by injunctive relief or by any other remedy in equity or at law. The failure ofany agencies or departments of the County of Suffolk,the DEPARTMENT or the County of Suffolk, to enforce the same shall not be deemed to affect the validity of this covenant nor to impose any liability whatsoever upon the County of Suffolk or any officer or employee thereof. 7 These covenants and restrictions shall run with the land and shall be binding upon the DECLARANT,its successors and assigns,and upon all persons or entities claiming under them, and may be terminated, revoked or amended only with the written consent of the DEPARTMENT. 8 If any section, subsection, paragraph, clause, phrase or provision of these covenants and i I ' I restrictions shall, by a court of competent jurisdiction, be adjudged illegal, unlawful, invalid, or held to be unconstitutional, the same shall not affect the validity of these covenants as a whole,or any other part or provision hereof other than the part so adjudged to be illegal, unlawful,invalid,or unconstitutional. 9 Local Law#32-1980-The DECLARANT represents and warrants that he has not offered or given any gratuity to any official, employee, or agent of Suffolk County, Hew York State,or of any political party, with the purpose or intent of securing favorable treatment with respect to the performance of an agreement, and that such person has read and is familiar with the provisions of Local Law#32-1980. l CARD HAMAN ANNETT SM1TH ` 44/0 s7� AUDREYJCARRIG 6 RICHARD PIERSON, SR. IZABETH ANN LAIBLE F/K/A /�4��AANMARIE PIERSON ELIZABETH ANN PIERSON RICHARD PIERSON,JR. ROBERT GR NIS '1 i TO BE USED WHEN THE ACKNOWLEDGMENT IS MADE IN NEW YORK STATE STATE OF NEW YVi COUNTY OF SUFFOLK ss: On the 3 day of , in the year 2010 before me, the undersigned, personally appeared RICHARD PIERSON,SR. personally known 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 within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s)on the instrument,the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. (signature and office of individu aking acknowled�1 HUGHES NOTARY PUBLIC,STATE OF NEW YORK NO.02HO5029422 QUALIFIED IN SUFFOLK COUNTT COMMISSION EXPIRES JUKE 20,20W TO BE USED WHEN THE ACKNOWLEDGMENT IS MADE IN NEW YORK STATE STATE OF NEW YORK,COUNTY OF SUFFOLK ss: On the day of in the year 2010 before me,the undersigned, personally appeared U ROBERT GRIGONIS personally known 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 within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their'signature(s)on the instrument, the individual(s), or the person upon behalf of which the individual(s)acted, executed the instrument. (signature and office of individu t ing acknowledgment) ROBERTS.HUGHES NOTARY PUBLIC,STATE OF NEW YORK N0:02HU5029422 QUALIFIED IN SUFFOLK COUNTT COMMISSION EXPIRES JUNE A 2a l O TO BE USED WHEN THE ACKNOWLEDGMENT IS MADE IN NEW YORK STATE STATE OF NEW YO COUNTY OF SUFFOLK ss: On the v day of , in the year 2010 before me,the undersigned, personally appeared 0 CAROLYN HAMAN personally known 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 within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies),and that by his/her/their signature(s) on the instrument,the individual(s), or the person upon behalf of which the individual(s) acted,executed the instrument. RnBERT S.HUGHES NOTARY PUBLIC,STATE OF NEW YORK (signature and office of indivi029422 1 taking acknowledgment) NO.02HU IN SUFFOLK COUNTY COMMISSION EI(PIRESJUNE 20,20,60 TO BE USED WHEN THE ACKNOWLEDGMENT IS MADE IN'NEW YORK STATE. STATE OF NEW YOR ,COUNTY OF SUFFOLK ss: On the 3 day of �"7 , in the year 2010 before me,the undersigned, personally P Y appeared AUDREY CARRIG personally known 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 within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument,the individual(s), or the person upon behalf of which the individual(s)acted,executed the instrument. ROBERT S.HUGHES NOTARY PUBLIC.STATE OF NEW YORK NO.02HU5029422 (signature and office of individua ing acknowledgment) QQUUALIFIE IA SUFFOLK COUNTY T Za TO BE USED WHEN THE ACKNOWLEDGMENT IS MADE IN NEW YORK STATE STATE OF NEW YORK,COUNTY OF 'SUFFOLK ss: On the day of , in the year 2010 before me,the undersigned, personally appeared ELIZABETH ANN LAIBLE personally known 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 within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s)on the instrument, the individual(s), or the person upon behalf of which the-individual(s) acted,executed the instrument. (signature and office of individual taking acknowledgment) TO BE USED WHEN THE ACKNOWLEDGMENT IS MADE IN NEW YORK STATE STATE OF NEW YO OUNTY OF SUFFOLK ss: r - On the 3 day of �Y7 , in the year 2010 before me, the undersigned, personally appeared JEAN MARIE PIERSON personally known 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 within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s)on the instrument,the individual(s), or the person upon behalf of which the individual(s)acted,executed the instrument. ROBERTS.HUGHES ' NOTARY PUBLIC,STATE OF NEW YORK and office of indivi l taking acknowled me O FIED IN SUF 029422 (signature g g I.IFIEO IN SUFFOLK COUNTY COMMISSION EXPIRES 1U14E 20, I I ACKNOWLEDGMENT FORM FOR USE OUTSIDE NEW YORK STATE ONLY: (Out of State or Foreign General Acknowledgment Certtftcate)r ............................. Q..t.!^'.!.r.`!.....{':Jgro12tJ).A.........}SS.: (Complete Venue with State, Province or Municipality) On day of L .in the year before me,the undersigned, -e-r�--Iw N •E�es�w�o�l n ('Insert Name of Notary) personally appeared ANNETTE SMITH (Insert Name of Signatory) personally known to me or proved to me on the basis of satisfactory evidence to be the iod 4s)whos s)i_(are) su corihed to the within instrument and acknow a e/she/thev executed theme in his/her/their capacity{ids), and that by his/her/their signature(s)on the instrument,the individual(s),or the person upon behalf of which the individual(s) acted,executed the instrument.and that such individual made such appearance before the undersigned in the 3�s a- 1- AFL 3q(s s (Ins rt the city or other political subdivision.and the state or country or other place the acknowled ment was taken) (signature an off a of' dividual taking acknowledgment) PENNY N.SHERWOOD#IUDSON MY COMMISSION II QD 672495 EXPIRES:September 10,2011 Bp�ded 7bcu NotazY P Unr� 1 ACKNOWLEDGMENT FORM FOR USE OUTSIDE NEW YORK STATE ONLY: (Out of State or Foreign CGeeneral Acknowledgment Certificate) ,�1. I !'.r r.n e_.w i l I ait�Y1 :tab w **�-1 Y 1 13(171GL} SS.. (Complete Venue't�ithfState, Province or Municipality) J On the Zl day of APRtt.- ,in the year ZO(O before me,the undersigned, KQ+her ne V-n t'q V4 (Insert N44 of Notary) personally appeared RICHARD PIERSON.JR (Insert Name of Signatory) personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s)whose names)is(are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s)on the instrument,the individual(s),or the person upon behalf of which the individual(s) acted,executed the instrument,and that such individual made such appearance before the undersigned in the �1�od�ori d Pr t nee W► s am Co i t i n i 4. (Insert the city or other pudficd subdivision and the state or country or other place the cknowled t was taken) 'pHUarn1N/I�� Wig . (signature and office of individual t in ackno}�iled���M�t✓/••: �'= vc• Commonwealth of Virginia •• fir.r dr"a;r S Katherine Knight-Notary Public commission ID:367456 My Commission Expires0313112013 ',9.p -G,INIA.--�; t? �• JI ACKNOWLEDGMENT FORM FOR USE OUTSIDE NEW YORK STATE ONLY: (Out of State or Foreign General Acknowledgment Certificate) ............................ L.t..N!.Q. ..t I. Y'1.S ............. }SS.: (Complete Venue with State.Province or Municipality) On the _day of A or-i L in the year C W U before me,the undersigned,, /} (Insert name of Notary) personally appeared ELIZABETH ANN LAIBLE (Insert Name of Signatory) personally known 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 within instrument and acknowledged to me that he/she:'they executed the same in his/her/their capacity(ies),and that by his/her/their signature(s)on the instrument.the individual(s),or the person upon behalf of which the individual(s)acted,executed the instrument and that such individual made such appearance before the u dersigned in the Alialon , bw),.,TeGg&z (Insert the city or other politic 1 suhdivision and the state or c tty or other place the acknowledgment was taken) l.(c.-oice (signaturet:� and of indi% dua taking a ledgment) GONZALEZ NOTARY Pu STATE OF NEWJI ERSEY .y. Man EXPIRES DECEYIER is �olZ } o Fidelity National Title INSURANCE COMPANY TITLE NO. 09-7404-75874-SUFF SCHEDULE. A TAX MAP NO. 1000-055.00-01.00-005.001: ALL that certain plot, piece or parcel of land, situate, lying and being at Southold, in the Town of Southold, County of Suffolk and State of New York, bounded and described as follows: BEGINNING at a point on the westerly side of Youngs Avenue (f/k/a Railroad Avenue) distant 70.00 feet southerly from the intersection of the southeasterly side of Old-North Road with the westerly side of Youngs Avenue (f/k/a Railroad Avenue); RUNNING THENCE the following two (2) courses and distances along the westerly side of Youngs Avenue: 1. South 15 degrees 15 minutes 00 seconds East 249.24 feet; 2. South 11 degrees 19 minutes 40 seconds East 506.91 feet to land now or formerly of New Suffolk Land Co. LLC; THENCE along land now or formerly of New Suffolk Land Co. LLC, South 63 degrees 43 minutes 20 seconds West 824.11 feet to land now or formerly of Haman; THENCE along land now or formerly of Haman, North 47 degrees 52 minutes 00 seconds West 174.26 feet to the southeasterly side of Old North Road; THENCE along the southeasterly side of Old North Road, North 33 degrees 01 minutes 50 seconds East 1150.81 feet to the point or place of BEGINNING. TAX MAP NO. 1000-055.00-02.00-008.005: ALL that certain plot,-piece or parcel of land, situate, lying and being at Southold, in the Town of Southold, County of Suffolk and State of New York, bounded and described as follows: BEGINNING at.a point on the easterly side of Youngs Avenue (f/k/a Railroad Avenue) Page 1 of 2 24 Commerce Drive• Riverhead,New York 11901 •(631)727-0600 • Fax:(631)727-0606 ' = liltFidelity National Title INSURANCE COMPANY TITLE NO. 09-7404-75874-SUFF SCHEDULE A continued distant 543.11 feet southerly from the intersection of the southeasterly side of Old North Road with the easterly side of Youngs Avenue (f/k/a Railroad Avenue); RUNNING THENCE along land now or formerly of Salmon & Johnstone, land now or formerly of Hennessey & Fontana and along Sand now or formerly of Doroski & Sinning, North 77 degrees 30 minutes 20 seconds East 1028.61 feet; THENCE North 16 degrees 51 minutes 50 second East 82.10 feet to land now or formerly of Patel; THENCE South 76 degrees 19 minutes 50 seconds East 61.08 feet; THENCE South 15 degrees 00 minutes 00 seconds West 181.62 feet along land now or formerly of Robert Grigonis; THENCE still along land now or formerly of Robert Grigonis, South 71 degrees 56 minutes 00 seconds East 427.84 feet to the westerly side of a 50 foot Right of Way; THENCE along the westerly side of a 50 foot Right of Way, South 5 degrees 18 minutes 05 seconds West 240.80 feet; THENCE South 88 degrees 35 minutes 30 seconds West 752.23 feet (actual) 754.32 feet (deed); THENCE North 11 degrees 34 minutes 10 seconds West 128.40 feet; THENCE South 75 degrees 54 minutes 00 seconds West 605.02 feet along land now or formerly of Krupski and land now or formerly of Conway to the easterly side of Youngs Avenue; THENCE along the easterly side of Youngs Avenue, North 11 degrees 19 minutes 40 seconds East 307.29 feet to the point or place of BEGINNING. Page 2 of 2 24 Commerce Drive Riverhead,New York 11901 9 (631)727-0600 •Fax: (631)727-0606 ' SCHEDULE B CONSENT OF MORTGAGEEILIENOR DECLARANT,Carolyn Haman residing at 1020 Old North Road, Southold, New York 11971; Annette Smith residing at 2531 Pole Bridge Road,Avon, New York 14414;Audrey Carrig, residing at 840 Greenwood Drive,Ballston Spa,New York 12020; Richard Pierson,Sr., residing at 5245 North Bayview Road, Southold,New York 11971; Elizabeth Ann Laible f/k/a/ Elizabeth Ann Pierson, residing at 3 Bailey Farm Road,Pittstown, New Jersey 08861; Jean Marie Pierson,residing at 2 Halstead Street, Clinton,New Jersey 08809; Richard Pierson,Jr.. residing at 6637 Radcliffe Lane,Woodbridge, Virginia 22191 and Robert Grigonis residing at 1520 Old North Road,Southold, New York 11971 H.S.REF.No S10-07-0007 NAME OF MORTGAGEE BANK OF SMITHTOWN LIBER NO. 21522 PAGE NO. 925 In the Matter of the application of Carolyn Haman,Annette Smith, Audrey Carrig, Richard Pierson,Sr., Elizabeth Ann Laible Vk/a/ Elizabeth Ann Pierson, Jean Marie Pierson, Richard Pierson,Jr.,and Robert Grigonis the undersigned, as holder of a mortgage or lien on premises described in Schedule A annexed hereto, hereby consents to the annexed covenants and restrictions on said premises. Bank of Smithtown B t � Print Name and Title STATE OF NEW YORK,COUNTY OF SR&L SS: On the ;� day of J , in the year ZDl O before me,the undersigned,personally appeared personally known 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 within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s)acted,executed the instrument. �. SP !s^�n Public.State of New York (signature and office of individual taking acknowledgment No.02 6085152 Qualified in Suffolk County Commission Expires December 23,20(Q i =1 I[ IIII IIII IIIII II II I I I ill IIII IIII[ I IIII IIIII IIII[IIII 1 Illfll IIIII IIIII IIII IIII SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DECLARATION Recorded: 03/28/2011 Number of Pages: 10 At: 11 :31:10 AM Receipt Number : 11-0034970 LIBER: D00012655 PAGE: 353 District: Section: Block: Lot: 1000 055.00 02.00 008.005 EXAMINED AND CHARGED AS FOLLOWS Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $50.00 NO Handling $20.00 NO COE $5.00 NO NYS SRCHG $15.00 NO TP-584 $0.00 NO Notation $0.00 NO Cert.Copies $12.50 NO RPT $50.00 NO Fees Paid $152.50 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE i County Clerk, Suffolk County i i i I i I 1 ❑2 Number of pages b -RECORDED 2011 11ar 28 11:1100 W This document will be public JUP1CLERK ORScaLE record. Please remove all SUFFOLK COWTV Social Security Numbers L D00�3555 prior to recording. Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/"Filing Stamps 3 FEES Page/Filing Fee Mortgage Amt. 1. Basic Tax Handling 00 2. Additional-Tax TP-584 Sub Total Notation SpecJAssit. �l or EA-5217(County) Sub Total V Spec./Add. EA-5217(State) TOT.MTG.TAX- ��f Dual Town Dual County R.P.T.S.A. {_yam— Held for Appointment Comm.of Ed. 5. 00 Transfer Tax Affidavit Mansion Tax- ertified Copy J v �" The property covered by this mortgage is or will be improved by a one or two NYS Surcharge 15. 00 Sa family dwelling only. Sub Total Other YES i or NO _ Grand Total If NO,see appropriate tax clause on page# of this instrument. 1000 05500 0200 008005 4 Dist. T 1000 05500 0100 005001 5 Community Preservation Fund - Real Property I R CWH A s Consideration Amount$" Tax Service I 5-MAR-1 )I Agency CPF Tax Due $ Verification Improved 6 Satisfactions/Discharges/Releases List Property Owners Mailing Address RECORD&RETURN TO: Vacant Land R06--r# s. Hug hes,e-,&. TD /o TD Cry pay+, N`( !lILN TD Mail to:Judith A.Pascale, Suffolk County Clerk' 71. Title Com an Information 310 Center Drive, Riverhead, NY 11901 Co.Name 1 io www.suffolkcountyny gov/clerk .hEe# -L.—Suffolk Counly Recording & Endorsement This page forms part of the attached �rbr-a 0" ( —�o fte? mot'0 i made by: Carolyn iicl man, Anne_{+G Smi+k i (SPECIFY TYPE OF INSTRUMENT) ALO(-eq C Sri et tzirk r •Pi er'SOn Sr The premises herein is situated in �t t� nri La t� K F� a SUFFOLK COUNTY,NEw YORK. aeon Marie Person, Rt at-d Piersor,7zrr.-r R06ef+ f ri 9 on i s TO In the TOWN of =VtXCh 01 �Lr{ o�K COt crc4 yr�tt�ert,' ('3l" In the VILLAGE or HAMI.ET of BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. (over) DECLARATION OF COVENANTS AND RESTRICTIONS This DECLARATION made by Carolyn Haman residing at 1020 Old North Road, Southold,New York 11971;Annette Smith residing at 2531 Pole Bridge Road,Avon,New York 14414; Audrey Carrig, residing at 840 Greenwood Drive, Ballston Spa, New York 12020; Richard Pierson, Sr., residing at 5245 North Bayview Road, Southold, New York 11971; —d�4 Elizabeth Ann Laible f/k/a/Elizabeth Ann Pierson, residing at 3 Bailey Farm Road,Pittstown, New Jersey 08861, Jean Marie Pierson,residing at 2 Haistead Street,Clinton,New Jersey 08809; Richard Pierson,Jr., residing at 6637 Radcliffe'Lane,Woodbridge,Virginia 22191 and Robert P s Grigonis residing at 1520 Old North Road, Southold,New York 11971 this�_day of 2010,all parties hereinbefore mentioned hereinafter collectively referred to A Poitrt000 P TH%` as DECLARANT ,01he owners of Apremtses described in Schedule "A" annexed hereto (hereinafter referred to as the PREMISES) desires to restrict the use and enjoyment of said PREMISES and has for such purposes determined to impose on said PREMISES covenants and restrictions and does hereby declare that said PREMISES shall be held and shall be conveyed subject to the following covenants and restrictions: 1. DECLARANT has made application to the Suffolk County Department ofHealth Services (hereinafter referred to as the DEPARTMENT)for a permit to construct,approval of plans or approval of a subdivision or development on the PREMISES. 2. As a condition of approval by the DEPARTMENT of the subdivision or development application, the DECLARANT covenants that there shall be no conveyance of any plot unless the existing dwelling located on Lot#I as shown on the map of"Estate of Antone Grigonis", Health Services reference number is connected to public water, and the existing private water supply well and well lateral are properly abandoned or removed in accordance with DEPARTMENT requirements. This shall not prevent a conveyance of the entire subdivision subject to this covenant. 3. The DECLARANT, its successors and/or assigns shall set forth these covenants, agreements and declarations in any and all leases to occupants,tenants and/or lessees of the above described property and shall, by their terms, subject same to the covenants and restrictions contained herein. Failure of the DECLARANT,its successors and/or assigns to so condition the leases shall not invalidate their subjugation to the covenants and restrictions. 4 All of the covenants and restrictions contained herein shall be construed to be in addition to and not in derogation or limitation upon any provision of local,state and federal laws, ordinances and/or regulations in effect at the time of the execution of this agreement,or at the time such laws,ordinances,and/or regulations may thereafter be revised,amended,or promulgated. 5 This document is made subject to the provisions of all laws required by law or by their provisions to be incorporated herein and they are deemed to be incorporated herein and made a part hereof,as though Fully set forth. 6 The aforementioned Restrictive Covenants shall be enforceable by the County of Suffolk, State of New York, by injunctive relief or by any other remedy in equity or at law. The failure of any agencies or departments of the County of Suffolk, the DEPARTMENT or the County of Suffolk, to enforce the same shall not be deemed to affect the validity ofthis covenant nor to impose any 1 iability whatsoever upon the County of Suffolk or any officer or employee thereof. 7 These covenants and restrictions shall run with the land and shall be binding upon the DECLARANT,its successors and assigns,and upon all persons or entities claiming under them, and may be terminated, revoked or amended only with the written consent of the DEPARTMENT. 8 If any section, subsection, paragraph,clause,phrase or provision of these covenants and restrictions shall, by a court of competent jurisdiction, be adjudged illegal, unlawful, invalid, or held to be unconstitutional, the same shall not affect the validity of these covenants as a whole,or any other part or provision hereof other than the part so adjudged to be illegal, unlawful, invalid,or unconstitutional. 9 Local Law#32-1980-The DECLARANT represents and warrants that he has not offered or given any gratuity to any official, employee, or agent of Suffolk County, Hew York State,or of any political party,with the purpose or intent of securing favorable treatment with respect to the performance of an agreement, and that such person has read and is familiar with the provisions of Local Law#32-1980. c CAROLYN HAMAN ANNETfE SMITH �, ,►, .�_ AUDREY CARRIG RICHARD PIERSON,SR. ZABETH ANN LAIBLE F/K/A AN MARIE PIERSON ELIZABETH ANN PIERSON RICHARD PIERSON, JR. ROBERT GRI N[S TO BE USED WHEN THE ACKNOWLEDGMENT IS;MADE IN NEW YORK STATE STATE OF NEW YORK,COUNTY OF �U �hU`k. ss: On the -day of M Q C tM VW ✓ ,in the year _ Z I% y before me,the undersigned, personally appeared RICHARD PIERSON,SR. r personally known 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 within instrument and acknowledged to me that lie/she%they executed the same in his/her/their capacity(ies),and that by his/her/their signature(s)on the instrument,the individual(s),or the person upon behalf of which the individual(s)acted, executed the instrument. (signature and office of indi al taking acknowledgment) PENNY BEDELL Notary Public Stage C New York .r No.01�E17 Qualified In Suffc�I County Commission Expires Sept.29, TO BE USED WHEN THE ACKNOWLEDG!M&T 4MA IN NEW YORK STATE STATE OF NEW YORK,COUNTY OF -1- ss: On the day of ,in,the year d�v before me,the undersigned, personally appeared ROBERT GRIGONIS personally known to me or proved to me on the basi's'of satisfactory evidence-to be the individual(s)whose name(s)is(are) subscribed to within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies),and that by hi er/the signature(s)o instrument,the individual(s),or the person upon behalf of which the individual(s)acted, execut the in rum- i (signature and office f individual to acknowledgment) RORERT 5.HUGHES NOTARY PUBLIC,STATE OF NEW YORK i NO.02HU5029422 QUALIFIED IN SUFFOIKCOUNN COFJIMISSION EXPIRES JUNE 20,2 TO BE USED WHEN THE ACKNOWLEDGMENT IS MADE IN NEW YORK STATE STATE OF NEW YORK,COUNTY OF. 9UTf On the day of MO y aj44 06✓ ,in the_year 'u r o before me,the undersigned, personally appeared CAROLYN'HAMAN personally known 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 within instrument and acknowledged to me that he/shc/they executed the same in his/her/their capacity(ies),and that by his/her/their signature(s)on the instrument,the individual(s).or the person upon behalf of which the individual(s)acted, executed the instrument. (signature and office of in v i al taking acknowledg ent) �a,,�,,_ m _nrm Mtt�ary ' su W Yak TO BE USED WHEN THE ACKNOWLEP_C6MENT IS MADE IN NEW YORK STATE STATE OF NEW YORK,COUNT OF VQka ss; On'the day of Q !r .in the year O(0 before me,the undersigned, personally appeared AUDREY CARRIC personally known 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 within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies),and that by his/her/their signature(s)on the instrument,the individual(,,),or the person upon behalf of which the individual(s)acted, Lt ed the instrument. ure and office'of individual takin cknowledgment Deborah A Salsburg 01SA6113529 Rotary Public,State of New York Qualified in Saratoga County My commission expires AUGUST 2nd,20 10r\ ACKNOWLEDGMENT FORM FOR USE OUTSIDE NEW YORK STATE ONLY: (Out 0 to or Foreign General Acknowledgment Ceriificate) ......��.�hJ.t I.....s= U6�� ....... ................. ............}SS.: (Complete Venue with State, Province or bfunicipcilit) On the �-� day of hie. ��, ,in the yens 2LO 10 before me,the undersigned, —7-Re-nav N, (Ins rt Name of Notar)) personally appeared ANNETTE SMITH (Insert Name of Signatory) personally known 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 within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s)on the instrument,the individual(s),or the person.upon behalf of which the individual(s) acted,executed the instrument.and that such individual made such appearance before the undersigned in the ass (Insert the city or n)her political subdivision and the state or counfry or other place the acknowledgment was taken) Q8�1� s� nature SA�of ice o individual taken acknowled ment} ••• PENNYN.SHEl31NOt)I)f1tiDSON ( gg g =' MY CUMMI5S10N I€l]D672495 - ' �E�XXPyP�IIRYE.S�:,,S.ep,,t�nyw10,2011 ACKNOWLEDGMENT FORM FOR USE OUTSIDE NEW YORK STATE ONLY: (Out of State or Foreign General Acknowledgmennw Certificate) ..igtt, 4 US4!'!i-q f...�,1.,`.� .1�a�.... .........................}SS., (Complete Venue with State,Province or Munidipaliry)On the Ll"LQ, day of k1wein+ Cf ,in the year GQ before ine,the undersigned, n c V 1 t ti rr• (Insert Name of Notary) personally appeared RICHARD PIERSON,dR (Insert Name of Signatory) personally known 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 within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signatures)on the instrument, the individual(s),or the person upon behalf of which the individual(s) acted,executed the instrument.and that such indiv' ual made such appearance before the undersigned in the Zoe A �� ,�� ti V 2oi io Insert the city a her p litical s rb ivisiu d the.►late_r county:v or uthea•pl ke the acknowledgment was taken) (signature an o fice(Tin ivi taking acknowledgment) r� Kenneth Earl Born Jr 1 Notary Public.ID#342858 b Commonweohh of Wgln40 My CamrnMwn EXPRs Apr 30.2013 • ACKNOWLEDGMENT FORM FOR USE OUTSIDE NEW YORK STATE ONLY: (Out of State or(Foreign General Acknowledgment Certificate) ........ }i� n..�... C1. .... �?s .........................)SS.. (Complete Venue with State-Province or Municipality) On the 4�\ day of ytQ rAQr ,in the Yen- Zo before me,the undersigned, (Insert Name of.Notat),) personally appeared ELIZABETH ANN LAiBLE ('Insert Name oj'Signatorr) personally known 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 within instrument and acknowledged to me that he/sheithev executed the came in his/her/their capacity(ies), and that by histhcr/their signature(s)on the instrument.the individual(s).or the person upon behalf of which the individual(s) acted,executed the instrument.and that such individual made (such appearance before the undersigned in the / u (insert the city or other political subdivision and the state or countl;v or other place the acknowledgment was taken) 1 (signatu individual taking acknowledgment) ME IL CAMM RMM ! 1 ACKNOWLEDGMENT FORM FOR USE OUTSIDE NEW YORK STATE ONLY: (Out of State or Foreign General Acknowledgment Certificate) ....... �i� ��... .....�QFA%7�... ................... ........} SS.. (Complete Venue with State. Province or Municipali4 On the 10A day of Unjy M in the year ?_0 t 0 before me,the undersigned, ,ate M 6XI G6 9 rr►er 0-1 (Insert Name of Notary) personally appeared JEAN MARIE PiERSON (Insert Name o f Signatot)) personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s)whose nanteis)is(are) subscribed to the within instrument and acknowledged io me that he/she/they executed the same in his/her/their capaci:y(ies), and that by his/her/their signature(s)on the instrument.the individual(s),or the person upon behalf of which the individuals) acted,executed the instrument.and that such individual made such appearance before the undersigned in the 8 c,.;je, Ade CUr6f, , JJ -QC1 (Insert the city or other political bdiNsion and the state or counu)•or Other place ilia acknowledgment teas taken) (signature and offrc of i mowledgment) • I+tf�fAflY � . Fidelity National Title „1 4 1 INSURANCE COMPANY TITLE NO. 09-7404-75874-SUFF SCHEDULE A Lot No. 1: ALL that certain plot, piece or parcel of land, situate, lying and being at Southold, in the Town of Southold; County of Suffolk and State of New York, bounded and described as follows: BEGINNING at a point on the westerly side of Youngs Avenue (f/k/a Railroad Avenue) distant 70.00 feet southerly from the intersection of the southeasterly side of Old North Road with the westerly side of Youngs Avenue (f/k/a Railroad Avenue); RUNNING THENCE the following two (2) courses and distances along the westerly side of Youngs Avenue: 1. South 15 degrees 15 minutes 00 seconds East 249.24 feet; 2. South 11 degrees 19 minutes 40 seconds East 506.91 feet to land now or formerly of New Suffolk Land Co. LLC; THENCE along land now or formerly of New Suffolk Land Co. LLC, South 63 degrees 43 minutes 20 seconds West 824.11 feet to land now or formerly of Haman; THENCE along land now or formerly of Haman, North 47 degrees 52 minutes 00 seconds West 174.26 feet to the southeasterly side of Old North Road; THENCE along the southeasterly side of Old North Road, North 33 degrees 01 minutes 50 seconds East 1150.81 feet to the point or place of BEGINNING. Lot No. 2: ALL that certain plot, piece or parcel of land, situate, lying and being at Southold, in the Town of Southold, County of Suffolk and State of`New York, bounded and described as follows: BEGINNING at a point on the easterly side of Youngs Avenue (f/k/a Railroad Avenue) Page 1 of 2 24 Commerce Drive•Riverhead,New York 11901 •(631)727-0600• Fax: (631)727-0606 Fidelity National Title INSURANCE COMPANY TITLE NO. 09-7404-75874-SUFF SCHEDULE A continued distant 543.11 feet southerly from the intersection of the southeasterly side of Old North Road with the easterly side of Youngs Avenue (f/k/a Railroad Avenue); RUNNING THENCE along land now or formerly of Salmon & Johnstone, land now or formerly of Hennessey & Fontana and along land now or formerly of Doroski & Sinning, North 77 degrees 30 minutes 20 seconds East 1028.61 feet; THENCE North 16 degrees 51 minutes 50 second East 82.10 feet to land now or formerly of Patel; THENCE South 76 degrees 19 minutes 50 seconds East 61.08 feet; THENCE South 15 degrees 00 minutes 00 seconds West 181.62 feet along land now or formerly of Robert Grigonis; THENCE still along land now or formerly of Robert Grigonis, South 71 degrees 56 minutes 00 seconds East 427.84 feet to the westerly side of a 50 foot Right of Way; THENCE along the westerly side of a 50 foot Right of Way, South 5 degrees 18 minutes 05 seconds West 240.80 feet; THENCE South 88 degrees 35 minutes 30 seconds West 752.23 feet (actual) 754.32 feet (deed); THENCE North 11 degrees 34 minutes 10 seconds West 128.40 feet; THENCE South 75 degrees 54 minutes 00 seconds West 605.02 feet along land now or formerly of Krupski and land now or formerly of Conway to the easterly side of Youngs Avenue; THENCE along the easterly side of Youngs Avenue, North 11 degrees 19 minutes 40 seconds East 307.29 feet to the point or place of BEGINNING. Page 2 of 2 24 Commerce Drive• Riverhead,New York 11901 0 (631)727-0600 • Fax: (631)727-0606 SCHEDULE B CONSENT OF MORTGAGEE/LIENOR DECLARANT Carolyn Haman residing at 1020 Old North Road, Southold, New York 11971; Annette Smith residing at 2531 Pole Bridge Road,Avon,New York 14414;Audrey Carrig,residing at 840 Greenwood Drive,Ballston Spa,New York 12020; Richard Pierson, Sr.,residing at 5245 North Bayview Road, Southold,New York 1 I971; Elizabeth Ann Laible f/k/a/Elizabeth Ann Pierson, residing at 3 Bailey Farm Road,Pittstown, New Jersey 08861; Jean Marie Pierson, residing at 2 Halstead Street, Clinton, New Jersey 08809;Richard Pierson,Jr., residing at 6637 Radcliffe Lane, Woodbridge, Virginia 22191 and Robert Grigonis residing at 1520 Old North Road,Southold, New York 11971 H.S.REF.No7 NAME OF MORTGAGEE BANK OF SMITHTOWN LIBER NO. 21522 PAGE NO. 925 In the Matter of the application of Carolyn Haman,Annette Smith, Audrey Carrig, Richard Pierson,Sr.,Elizabeth Ann Laible f/k/a/ Elizabeth Ann Pierson, Jean Marie Pierson,Richard Pierson,Jr.,and Robert Grigonis the undersigned, as holder of a mortgage or lien on premises described in Schedule A annexed hereto, hereby consents to the annexed covenants and restrictions on said premises. People's United Bank, successor by merger to Bank of Smithtown/ _ By SnRan Tn rieri , Se inr o President Print Name and Title STATE OF NEW YORK,COUNTY OF SUFFOLK ss: On the o71 day of December, in the-year 2010 - -before me, the'uridersigned,personally appeared Susan Intrieri personally known 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 within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies),and that by his/her/their signature(s)on the instrument, the individual(s), or the person upon behalf of which the individual(s)acted,executed the instrument. (signaturAandoffice of individua] taking acknowledgment) pATR1ClA DELBENE Notary No 01DEM1570State ol York Quallfled in Suffolk Co 2 tY Commission Expires:Match I ' I IIIIIII IIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII Illl llll i IIIIII IIIII IIIII Il IIIIII SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DECLARATION Recorded: 01/09/2012 Number of Pages: 10 At: 10:03:24 AM Receipt Number : 12-0002320 LIBER: D00012681 PAGE: 613 District: Section: Block: Lot: 1000 055.00 02.00 008.005 EXAMINED AND CHARGED AS FOLLOWS Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $50.00 NO Handling $20.00 NO COE $5.00 NO NYS SRCHG $15.00 NO TP-584 $0.00 NO Notation $0.00 NO Cert.Copies $12.50 NO RPT $30.00 NO Fees Paid $132.50 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County I ao Number of pages O RECORDED ' 2012 Jan 09 10:03:24 AN JUDITH A. PASCALE CLEW, OF This document will be public SUFFOLK COUNTY record. Please remove all L D00012681 Social Security Numbers P 613 prior to recording. Deed/Mortgage Instrument Deed!Mortgage Tax Stamp Recording/Filing Stamps 31 FEES Page/Filing Fee 1570 — Mortgage Amt. 1. Basic Tax Handling 20. 00 2. Additional Tax _ TP-584 Sub Total SpecJAssit. Notation or , EA-52 17(County) Sub Total Spec./Add. EA-5217(State) TOT.MTG.TAX Dual Town Dual County R.1?T.S.A. Held for Appointment Comm.of Ed. 5. 00 Transfer Tax _ • Mansion Tax Affidavit 4y' The property covered by this mortgage is Certified Copy !a or will be improved by a one or two NYS Surcharge 15. 00 family dwelling only. Sub Total fpq�. YES or NO Other Grand Total I a r� „p If NO,see appropriate tax clause on (y/1� page# of this instrument. -If •• -FA Arl.005 P G 5 Community Preservation Fund 4 Dist. 1000 05500 0200 00800591,o t9 Real Propel P T S Consideration Amount$ Tax Servic R LPA A Agency 06-JAN4 CPF Tax Due $ Verificatic _Mai Improved 6 Satisfactions/Discharges/Releases List Property Owners ling Address RECORD&RETURN TO: Vacant Land 2a`13�� ��16vN►S TD 4 40 ro o� pe:'��l—t+ �, 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# g Suffolk County Recording & Endorsement Page ` This page forms part of the attached '✓Cdoa-C1Z- D`-� made by: (SPECIFY TYPE OF INSTRUMENT) A,AAel6e S`mT .AoArN Cb r,,� ,kha! A,'Cr%n,? The premises herein is situated in t2abe , n n L Al B1c PKN�'I n-A ePn An,, U'S� SUFFOLK COUNTY,NE AnW YORK. Team (Y�ir�e P�er�n,Cld— k�Q TO In the TOWN of V_�� In the VILLAGE or HAMLET of BOXES 6 THRU S MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. naio<iaank (over) DECLARATION OF COVENANT AND RESTRICTIONS THIS DECLARATION made this _ -day of N f J,rtil'SG� 2011, by and between CAROLYN HAMAN, residing at 1020 Old North Road, Southold, New York 11971; ANNETTE SMITH, residing at 2531 Pole Bridge Road,Avon, New York 14414; AUDREY CARRIG, residing at 840 Greenwood Drive, Ballston Spa, New York 12020; RICHARD PIERSON, Sr., residing at 5245 North Bayview Road, Southold, New York 11971; ELIZABETH ANN LAIBLE f/k/a ELIZABETH ANN PIERSON,residing at 3 Bailey Farm Road, Pittstown, New Jersey 08861; JEAN MARIE PIERSON, residing at 2 Halstead Street, Clinton, New Jersey 08809 RICHARD PIERSON,Jr., residing at 16637 Radcliffe Lane,Woodbridge,Virginia 22191; -ROBERT GRIGONIS, residing at 4406 Old North Road, Southold, New York, 11971 hereinafter referred to as the "DECLARANTS"; WITNESS•ETH: WHEREAS,the DECLARANT,is the owner of a certain plot, piece and parcel of land situate at,Young's Avenue, in the Town of Southold County of Suffolk, and the State of New York, known and designated as SCTM No. 1000-055-1-005.001 and 1000-055-2-008.005, ✓ being more particularly bounded and described as set forth in Schedule"A" annexed erefo, and also shown on"Subdivision Map of Alicta l=�r La ry prepared by__do Ar- zwQA oKs r last revised Ocooarn- a 1 ,which map has received approval from the Planning Board of the Town of Southold, and is to be filed in the Suffolk County Clerk's office. WHEREAS, the DECLARANTS made application to subdivide a 21.5978 acre parcel into seven (7) lots where Lot 1 equals 43,904 square feet, Lot 2 equals 40,001 square feet, Lot 3 equals 40,604 square feet, Lot 4 equals 55,211 square feet, inclusive of a 13,364 square foot right of way, Lot 5 equals 7.33 acres and is proposed to be preserved through a Sale of Development Rights to Suffolk County, and Lot 6 equals 9.45 acres, and is proposed to be preserved through a Sale of Development Rights to Suffolk County; Lot 7 equals 30,000 square feet and will be dedicated to the Town of Southold for drainage purposes, and in consideration of granting approval necessary to subdivide the above, the Planning Board of the Town of Southold and the DECLARANTS agree that.it is in the best interest of the DECLARANTS and any future owner of the property that the within declaration and covenant be imposed. NOW,THEREFORE, the within DECLARANTS do hereby covenant and agree as follows: (1) That future residents of the lots on the approved subdivision map are advised that the lots are subject to the noise, dust and odors normally associated with agricultural activities pursuant to Article XXII of the Farmland Bill of Rights of the Town of Southold (2) Access to Lots 2, 3 and 4 shall be from the 25 foot right-of-way as shown on the approved map and will be subject to the terms of a filed Road and Maintenance Agreement; and a. The(thee) existing street trees that occur on proposed Lot One and the 2 (two) existing trees on proposed Lot Two located adjacent to Youngs Avenue have been accepted to satisfy the§240-17.Technical Requirements. Item H, 2, (n) and §161-44. Street Tree Requirements of the Town Code. In the event that the tree dies, the tree shall be replaced with a tree of similar species;and (3) No residential structures shall be permitted on Lots 5 and 6;*and (4) No further subdivision of Lots 1, 2, 3,and 4 on the approved subdivision map in perpetuity; and (5)' No changes to any of the aforementioned lot lines without Planning Board approval; and (6) The use of synthetic fertilizers,herbicides,.or pesticides on Lots 1 through 4 is prohibited; i. Require the use of native, drought-tolerant plants in landscaping. ii. Prohibit the application of lawn fertilizer between December 15t and April 1 St. iii. Require only the use of organic fertilizer where the water-soluble nitrogen is no more than 20%of the total nitrogen in the mixture. iv. Require a maximum of 1 pound of nitrogen per 1000 square feet in any one application,with a cumulative application of no more than 2 pounds per 1,000 square feet per.year. v. Prohibit the use of phosphorus containing lawn fertilizer unless establishing a new lawn or a soil test shows that the lawn does not have enough phosphorus. Fertilizer labels have three bold numbers. The first number is the amount of nitrogen (N), the second number is the'amount of phosphorus oxide (P205)and the.third number is the amount of potassium oxide (K20). A bag of 10-5-10 fertilizer contains 10%nitrogen, 5% phosphorus oxide and 10% potassium oxide. The law limits the amount of P205 to less than 0.67%. Therefore the potassium oxide (middle number) should be less than 0.67 for the product to meet the phosphorus lawn fertilizer restriction. vi. Prohibit the application of lawn fertilizer on impervious surfaces and require pick up of fertilizer applied or spilled onto impervious surfaces. vii. Prohibit the use of underground storage tanks, (except those with spill, overfill, and corrosion protection requirements in place). (7) All storm water run-off resulting from the development of any or all of the lots on the subdivision map shall be retained on site and shall be the responsibility of each property owner; and (8) Prior to any construction_activity on all lots, the project will require a General Permit for the storm water run-off from construction activity administered by the New York State Department of Environmental Conservation under Phase II State Pollutant Discharge Elimination System; and (9) No storm water ruri-off resulting from the development and improvement of any of the lots shown on the approved map shall be discharged into the wetlands in any manner; and (10) In the event that the Development Rights sale is not completed pursuant to the approved subdivision map and a copy of the recorded Deed of Development Rights Easement is not submitted to the Town of Southold Planning Department, the Planning Board's approval of the subdivision shall no longer be valid;and (11) The Town of Southold Building Department shall not issue Building Permits for any of the lots on the approved subdivision map until the Development Rights sale is completed pursuant to the approved subdivision map and a copy of the recorded Deed of Development Rights Easement is submitted to the Town of Southold Planning Department. i. The subdivision open space is 3.22 acres inclusive of the 30,000 sq. ft. drainage area; and , (12) Permanent reference monuments shall be constructed on all lots to identify parcel boundaries; and (13) The subdivision open space is equal to 2 5.3 acres and is located within Lot 5. (14) Driveways serving Lots 1-4 shall be constructed of pervious materials and remain permeable into perpetuity. The within Declarations shall run with the land and shall be binding upon the DECLARANTS, their successors and assigns, and upon all persons or entities claiming under them, and may not be annulled,waived,changed, modified, terminated, revoked or amended by subsequent owners of the premises unless and until approved by a majority plus one vote of the Planning Board of the Town of Southold or its successors.This Declaration of Covenants and Restrictions may not be evoked,rescinded, extinguished, modified or amended without the express written permission of a majority plus one of the Southold Town Planning Board or its legal successor, after a public hearing. This Declaration is binding upon all grantees, heirs,distributees, successors or assigns of any portions of the lands described in Schedule"A"above; The within Declaration is made subject to the provisions of all laws required by law or by their provisions to be incorporated herein and made a part hereof, as though fully set forth. IN WITNESS REOF,the owner has duly executed this instrument this f l f iay of NC)Vm e or , 2011. CAROLYN HAIPAN AN ETTE SMITH &A�w JAIA, -/ AL...) AUDREY C G CHARD PIERSON, S . ELIZABtTH ANN LAIBLE ANMARW,PIERSON f/k/a ELIZABETH ANN PIERSON RICHARD PIERSON,Jr. AbBERT GfPJGWIS STATE OF NEW YORK) )SS.: COUNTY OF SUFFOLK) On the-j f day of E)Ch)6eAO' ,in the year 2011,before me, the undersigned, a Notary Public in and for said State,personally appeared CAROLYN HAMAN, personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that she they executed the same in her capacity,and that by her signature on the instrument, the individual,or the person upon behalf of which the individual acted, executed this instrument. prNIrjv 8EDylL �,k NoLCu a in Suno k Courty�d 1 `f* NOT PUBLIC Coffimiss►on Sept.29,Wifes 1 STATE OFl;� I COUNTY OFP&(.-�o } On the 10day of nas a•,n�jgl , in the year 2011, before me, the undersigned, a Notary Public in and for said State, personally appeared ANNETTE SMITH, personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that she they executed the same in her capacity, and that by her signature on the instrument, the individual, or the person upon behalf of which the individual acted, executed this instrument. NOT LIC MVIA GRIEBS MY COM M S"I EE IMI EXPIRE^a y PW c Iln February23.2018 Baded fia Notxdawrl�n i i STATE OF NEW YORE) COi>NI V OF SUFFOLK) i On theiiFday of N64-)<A her , in the year 2011, before me, the undersigned, a Notary Public in and for said State, personally appeared i AUDREY CARRIG, personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that she they executed the same in her capacity, and that by her signature on the instrument, the individual,or the person upon behalf of which the individual acted, executed this instrument. I ' p ROBERT A MAZZAFERRO NOTARY P NO 0�MA6207376STATE OF NEw YORK NOTARY PUBLIC QUALIFIED IN SUFFOLK COUNTY 17, COMMISSION EXPIRES JUNE 15,20 Lei i I SPATE OF NEW YORK) t3$.: COUNTY OF SUFFOLK) On the 3! day of O Ch , in the year 2011, before me, the undersigned, a Notary Public in and for said State, personally appeared RICHARD PIERSON, Sr,personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that she they executed the same in her capacity,and that by her signature on the instrument, the individual,or the person upon behalf of which the individual acted, executed this instrument. i PENNY BEDELL Notary Public,State of New York No.01 BE6099317 Qualified In Suffolk County c�)C) 11� Commission Expires Sept.29, NOTARY PUBLIC I i I i STA=OFPQUS::S2rSeV ) 88.: COUNTY OF }�U�n QYd[�✓� I On the 11 day of /U D J e-Y►l Y/"r , in the year 2011, before me, the undersigned,a Notary Public in and for said State, personally appeared i ELIZABETH ANN LAIBLE f/k/a ELIZABETH ANN PIERSON personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that she they executed the same in her capacity, and that by her signature on the instrument, the individual,or the person upon behalf of which the individual acted, executed this instrument. I� i � F PIIBLiC I i I MARML CONKUN Poft attar Nw 8�r I� Ib CwiiN+IWoa�Mot><o.2012 COUNTYOF&rr VVekj 23 �C,v On the day of ,in the year 2011,before me,the undersigned, a Notary Public in and for said State, personally appeared JEAN MARIE PIERSON,personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that she they executed the same in her capacity,and that by her signature on the instrument, the individual, or the person upon behalf of which the individual acted, executed this instrument. 6""'k NOTARY PUBLIC LIZAVETA CkYZHYK Notary Public•State of New York No.OICH0227880 Dual led In Queen County My Commisslon Expires Sept.07,2014 STATE OF VIr51 i CL 1 �ss.: COUP OF P►rti nc�i�U i f f tq M On the day of V evkN-1CtP- r ,in the'year 2011,before me, the undersigned, a Notary Public in and for said State, personally appeared RICHARD PIERSON,Jr., personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that she they executed the same in her capacity, and that by her signature on the instrument, the individual, or the person upon behalf of which the individual acted, executed this instrument. .••Y ROTARY 1PQBLIC ci Commonwe Ith Virginia '�y y�J Katherine Knight- otary Public ;;��•'•••... 'gyp: r. Commission ID:367456 V `'�r,� ��ttt�,,.•�,0�,+` y Commission Expires 03131=3 Si ATE OF OeO . . . ..l )ss.: COUNTY O r h On the 1. day of P ,in the year 2011, before me, the undersigned, a Notary Public in and for said State,personally appeared ROBERT GRIGONIS,personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that she they executed the same in her capacity, and that by her signature on the instrument, the individual, or the person upon behalf of which the individual acted, executed this instrument. P��j L�4 NOTARY PUBLIC 1 CAROL HYDELL NOTARY PUBLIC•STATE OF NEW YORK NO,OIHY8189695 QUALIFIED IN SUFFOLK COUNTX COMMISSION EXPIRES06130120 Description of"Cluster Conservation Subdivision for Property of the Estate of Antone Grigonis" Suffolk County Tax Map#1000-55-02-8.1 All that certain plot,piece or parcel of land,with buildings and improvements theron erected, situate, lying and being at Southold,Town of Southold,County of Suffolk and State of New York,known and designated as shown on a certain map entitled"Cluster Conservation Subdivision for Property of the Estate of Antone Grigonis"being more particularly bounded and described as follows; Beginning at a point on the easterly line of Youngs Avenue distant 543.11 feet as measured in a southerly direction from the intersection formed by the southerly line of Old North Road with the easterly line of Youngs Avenue(Railroad Avenue); Running Thence from said Point and Place of Beginning along the southerly line of lands now or formerly of Salmon and Johnstone and lands of others North 77 degrees 30 minutes 20 seconds East a distance 1028.61 feet to a point; Thence North 16 degrees 51 minutes 50 seconds East along lands now or formerly of Doroski and Sinning and lands now or formerly of Patel a distance of 82.10 feet to a point; Thence South 76 degrees 19 minutes 50 seconds East along lands of Patel a distance of 61.08 feet to a point and lands of Robert Grigonis; Thence South 15 degrees 00 minutes 00 seconds West a distance of 181.62 feet to a point; Thence South 71 degrees 56 minutes 00 seconds East a distance of 427.84 feet to the westerly line of a 50 foot Right of Way; Thence along the westerly line of the 50 foot Right of Way South 5 degrees 18 minutes 05 seconds West a distance of 240.80 feet to a point and lands now or formerly of Maureen H. M. Wolfe Living Trust; Thence along lands now or formerly of Maureen H.M. Wolfe Living Trust South 88 degrees 35 minutes 30 seconds West a distance of 75223 feet to a point and lands now or formerly of Krupski; Thence North 11 degrees 34 minutes 10 seconds West a distance of 128.40 feet to a point; Thence still along lands now or formerly of Krupski and along lands now or formerly of Conway South 75 degrees 54 minutes 00 seconds West a distance of 605.02 feet to the easterly line of Youngs Avenue(Railroad Avenue); Thence North 11 degrees 19 minutes 40 seconds West a distance of 307.29 feet to the Point and Place of Beginning. Description of 25 foot Right of Way being part of Lot 4 _ "Cluster Conservation Subdivision for Property of the Estate of Antone Grigonis" Suffolk County Tax Map#1000-55-02-8.1 All that certain plot,piece or parcel of land,with buildings and improvements thereon erected, situate,lying and being at Southold,Town of Southold,County of Suffolk and State of New York,known and designated as and being part of Lot 4 as shown on a certain map entitled"Cluster Conservation Subdivision for Property of the Estate of Antone Grigonis",being more particularly bounded and described as follows; Beginning at a point on the easterly line of Youngs Avenue(Railroad Avenue),also being the northwesterly comer of Lot 4,also being the northwesterly comer of a 25 foot Right of Way as shown on the aforesaid map, distant 543.11 feet as measured in southerly direction from the intersection formed by the southerly line of Old North Road with the easterly line of Youngs Avenue(Railroad Avenue) ; Running thence from said Point and Place of Beginning along the northerly line of said 25 foot Right of Way along lands now or formerly of Salmon and Johnstone and lands of Hennessey and Fontana North 77 degrees 30 minutes 20 seconds East a distance of 598.53 feet to a point; Thence South 12 degrees 29 minutes 40 seconds East a distance of 25.00 to a point; Thence South 77degrees 30 minutes 20 seconds West a distance of 100.00 feet to a point and the beginning of a curve to the left; Thence along said to curve to the left having a radius of 25.00 feet a distance of 39.27 feet to a point; Thence South 77 degrees 30 minutes 20 seconds West a distance of 25.00 feet to a point and the beginning of a non-tangent curve to the left; Thence along said curve to the left having a radius of 25 feet a distance of 39.27 feet to a point; Thence continuing along the southerly line of said Right of Way along the northerly lines of Lot 3 and Lot 2 as shown on the aforesaid filed map South 77 degrees 30 minutes 20 seconds West a distance of 424.04 feet to a point and the easterly line of Youngs Avenue(Railroad Avenue); Thence North 11 degrees 19 minutes 40 seconds West a distance of 25.01 feet to the Point and Place of Beginning. Illllll IIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIII I!!I IIIIII illil IIIII Illl Illl SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: EASEMENT Recorded: 01/09/2012 Number of Pages: 10 At: 10:03:24 AM Receipt Number : 12-0002320 TRANSFER TAX NUMBER: 11-11462 LIBER: D00012681 PAGE: 614 District: Section: Block: Lot: 1000 055.00 02.00 008.005 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $0.00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $50.00 NO Handling $20.00 NO COE $5.00 NO NYS SRCHG $15.00 NO TP-584 $5.00 NO Notation $0.00 NO Cert.Copies $12.50 NO RPT $30.00 NO Transfer tax $0.00 NO Comm.Pres $0.00 NO Fees Paid $137.50 TRANSFER TAX NUMBER: 11-11462 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County 1 2❑ Number of pages ' RECORDED - 012 Jan 09 10:03:24 AN JUDITH A. PASCALE CLERK OF This document will be public 7UFFOLK COUNTY record.Please remove all L D00012681 Social Security Numbers P 614 prior to recording. DT# 11-11462 Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 FEES Page/Filing Fee Mortgage Amt. 1. Basic Tax Handling 20. 00 2.Additional Tax TP-584 _ 5 - Sub Total' Notation SpecJAssit. or EA-52 17(County) Sub Total Spec./Add. EA-5217(State) TOT.MTG.TAX Dual Town Dual County R.P.T.SA. — Held for Appointment Comm.of Ed. 5. 00 Transfer Tax Affidavit WHOMansion Tax The property covered by this mortgage is Certified Copy �`' or will be improved by a one or two NYS Surcharge 15. 00 family dwelling only. Sub Total YES or.NO Other Grand Total _ If NO,see appropriate tax clause on page# of this instrument. f 1000 05500 0200 008005 /'ia�$, 5 Community PreseYvatiod Fund Real Proper P T S Consideration Amount$ Tax Servic R LPA A Agency O6JAN-1 CPF Tax Due $ Verifrcatioi - - - ---— �" Improved 6 Satisfactions/Discharges/Releases List Property Owners Mailing Address RECORD&RETURN TO: Vacant//Land `fit)by rfi Co// r-1 ev tj I S TD / L 14 0(, cot_0 lJ o�i l t fZ'a, f= TD IK7{ TD Mail to:Judith A. Pascale, Suffolk County Clerk 7 Title Cornipany Information 310 Center Drive, Riverhead, NY 11901 e www.suffolkcounVny.gov/clerk T;tie# 8 Suffolk County Recording & Endorsement Page This page forms part of the attached em� made by: (SPECIFY TYPE OF INSTRUMENT) CQJ-06 r, �AamA,.,. AnOW., S,..4,&&c 4 C t W,% The premises.herein is situated in #��cha�.c4 D� rso ns�_ Teo_n +rlav,r �terso,v__ SUFFOLK COUNTY,NEW YORK. TO In the TOWN of In the VILLAGE or HAMLET of BOXES 6 THRU 9 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. 12-010CIDMAk over DRIVEWAY&MAINTENANCE AGREEMENT THIS DECLARATION made this { day of /yo d KIKQ&i'L•- 2011,by and between CAROLYN HAMAN,residing at 1020 Old North Highway,Southold,New York 11971; ANNETTE SMITH,residing at 2531 Pole Bridge Road,Avon,New York 14414; AUDREY CARRIG,residing at 840 Greenwood Drive,Ballston Spa,New York 12020, RICHARD PIERSON,Sr.,residing at 5245 North Bayview Road,Southold,New York 11971; ELIZABETH ANN LAIBLE f/k/a ELIZABETH ANN PIERSON,residing at 3 Bailey Farm Road, Pittstown,New Jersey 08861; JEAN MARIE PIERSON,residing at 2 Halstead Street,Clinton,New Jersey 08809 RICHARD PIERSON,Jr.,residing at 6637 Radcliffe Lane,Woodbridge,Virginia 22191; ROBERT GRIGONIS,residing at 1520 Old North Road,Southold,New York,11971 hereinafter referred to as the"DECLARANTS"; WITNESSETH: WHEREAS,the DECLARANTS,are the owners of a certain plot,piece and parcel of land situate at,Young's Avenue, in the Town of Southold County of Suffolk,and the State of New York,known and designated as SCTM No.1000-055-1-005.001 and 1000-055-2-008.005,being more particularly bounded and described as set forth in Schedule"A",annexed hereto. r' WHEREAS,the DECLARANTS made application to subdivide a 21.5978 acre parcel into seven (7)lots as shown on the"Subdivision for the Estate of Antone Grigonis,"surveyed by John T.Metzger, . L.S.,on July 12,2006,last revised January 11,2007, WHEREAS,the DECLARANTS desire to provide for maintenance and management of the 25' right of way which provides a common access of ingress and egress to Lots 2,3 and 4;and in consideration of granting approval necessary to subdivide the above,the Planning Board of the Town of Southold and the DECLARANTS agree that it is in the best interest of the DECLARANTS and any future owner of the property that the within declaration and covenant be imposed. NOW,THEREFORE,the within DECLARANTS do hereby covenant and agree as follows: 1. Lots 2,3 and 4,as shown on the aforesaid subdivision map,shall share a common access driveway to and from Youngs Avenue from a single common access driveway along the common lot line between lots 2,3,and 4,otherwise described herein as"Schedule B" 2. The use of said common access driveway area shall be subject to the following restrictions: A. The owners and subsequent owners of said Lots 2,3 and 4 shall have the joint,equal and mutual right to use,maintain and improve the common access driveway as shown on said subdivision map and as per the Planning Board's specifications for common access driveways for the purpose of ingress and egress and placement of utilities,including but not limited to telephone lines,cable television lines and electric power lines,as may be deemed necessary to serve Lots 2,3 and 4,to be installed within the utility easement and immediately adjacent and parallel to the area designated as common access driveway. B.The terms"owner,""lot owner"or"lot owners"as used in this Declaration shall be deemed to include any heirs,distributees,successors and assigns of the Declarant and the respective lot owner or lot owners. • I • ` I successors,and assigns all of the conditions,obligations and restrictions and provisions of this Easement. D. The word"maintenance,"as used in this Easement shall be deemed to mean all costs and expenses in connection with said common driveway,including the cost of construction, installation of common underground utilities,and replacement thereof,sweeping,surfacing and re-surfacing,re-paving or re-gravelling,filling in of holes,and all those items necessary to make it convenient and safe for the owners of the aforesaid subject lots to use the common driveway described in"Schedule," E. The owners of the subject lots or any portion thereof shall determine what maintenance shall be done on the common driveway_ and the maintenance costs to be expended therefore by mutual agreement R All decisions for the improvements and/or maintenance of the common driveway area shall be made by a majority vote of the lot owners affected herein.Proxy votes shall not be acceptable.There shall be(1)one vote per subject lot Any lot owner may initiate a vote on any maintenance or improvement matter by sending a notice by certified mail,return receipt requested,to the other lot owners.Said notice shall contain all information necessary to make an informed decision on the matter.Any lot owner not voting affirmatively or negatively within(2)two weeks of the mailing of that notice shall be bound by the decision of those who do vote.A tie vote shall be considered approval of the proposition G. All lot owners agree that the common driveway area shall always be maintained so as to be passable by ordinary passenger,service and emergency vehicles and this shall include prompt repair of any"potholes"or similar defects in the common driveway,which cause the common driveway to become substandard_ Each Iot owner shall be responsible and pay for any damage to the common driveway caused by construction or transportation activities and vehicles relating to or used in the improvement of their subject lot. H. In the event one of the lot owners fails to pay their proportionate share of maintenance costs within(7)seven days of notification of charges,such unpaid monies may be collected proportionately from the other lot owners. In this event,all lot owners having duly paid both their proportionate share of maintenance costs and that of the defaulting lot owner shall be deemed the contractor as defined in the New York Lien Law. The lot owner who has not paid his/her proportionate share shall subject his/her real property to the liens of the lot owners who have paid his/her share of maintenance costs. The lot owner who has paid his/her proportionate share of maintenance costs may also commence an action against the defaulting lot owner,in a court of appropriate jurisdiction,in order recover the unpaid monies. In any action commenced against a defaulting lot owner,there shall be a presumption that the maintenance work for which monies are owed was validly authorized by the majority of the lot owners and was competently performed by the contractor who did the work. A defaulting lot owner shall be liable for all maintenance costs and expenses,including but not limited to attorney's fees which are incurred by the other lot owners in recovering the defaulting lot owner's unpaid share of maintenance costs. 1. Notwithstanding anything to the contrary herein,each and every lot owner shall repair,at his/her sole costs and expense,any damage done to the common driveway by construction traffic,machinery,or other implements used in the construction of improvements on the particular lot owner's land.Any failure to make or pay for such repair may be treated by the other lot owners as a default in the payment of maintenance costs,in accordance with sub- paragraph"H"above written. 3. This Agreement shall run with the land and shall be binding upon all grantees,heirs,executors, administrators,Iegal representatives,distributes,successors,or assigns of any portion of the subject parcels. i i 4. Tttis Agreement may not be annulled,waived,changed,modified,terminated,revoked or amended without the written consent of the respective lot owners and the express written permission of a majority of the Soufhold Town PIanning Board or its legal successor,except that the provisions hereof which relate solely to the making or repair or improvement decisions or the allocations or expenses among lot owner;may be revoked or modified without such Board's approval. IN WITNESS WHEREOF,the owner has duly executed this instrument this J day of �pJeyrbGr ,2011. II CAROLYN WAMAN ANNI;TTE SMITH - - AUDREY CA G D PIERSON,Sr. ` ELIZA ANN LAIBLE PIERSON f/k/a ELIZABETH ANN PIERSON I i RICHARD PIERSON,Jr. ROBERT GRIGOWS I� i I STATE OF NEW YORK) i SS.: COUNTY OF SUFFOLK) i i On the h(day of 0 CID Vk� ,in the year 2011,before me,the undersigned,a Notary Public in and for said State,personally appeared CAROLYN HAMAN,personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that she they executed the same in her capacity,and that by her signature on the instrument,the individual,or the person upon behalf of which the individual acted, executed this instrument. 6fPENNY BEDELL i Notary Public State of New York No.01�E6099317 N_ _ PUBLIC a alified in Suffolk County Commission Expires Sept.29, 610 t i I i STATE OF NWAFlf6FRK ) {� )SS.: COUNTY OF � —QSZ ) t On the 1 Aay of (\_644,l- / ,in the year 2011,before me,the undersigned,a Notary ! Public in and for said State,personally appeared ANNETTE SMITH,personally known to me or proved j to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that she they executed the same in her capacity,and that by her signature on the instrument,the individual,or the.person upon behalf of which the individual acted, j executed this instrument i i i NOT LIC I "•,,•,,"T SYLVIAC WCOh�Alss l lEE VM' goideeThu Haan eiyr 23 I Pula i I ,2016 i STATE OF NEW YORK ) SS.: i COUNTY OF ) i i � (1 S(A.Al ( o On the,Z5day of AW1e#L-b-e' ,in the year 2011,before me,the undersigned,a Notary Public in and for said State,personally appeared AUDREY CARRIG,personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that she they executed the same in her capacity,and that by her signature on the instrument,the individual,or the person upon behalf of which the-individual acted, executed this instrument �� PUBLIC A MAZZAOF RO NEW NOTARY P�O�41MA6207307gREW YORK NOTARY P{JBLtC OUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 15,20- 3 STATE OF NEW YORK) )SS.: COUNTY OF SUFFOLK) On the 3`day of { 6✓ ,in the year 2011,before me,the undersigned,a Notary Public in and for said State,personally appeared RICHARD PIERSON,Sr,personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that she they executed the same in her capacity,and that by her signature on the instrument,the individual,or the person upon behalf of which the individual acted, executed this instrument PENNY BEDELL Notary Public State of New York fiebuffokCornrQualdinSl County0 nission Expires Sept.29, j 0 r NbW,RfPUiL1C STATE OF SS.: COUNTY OF A-j W 11 Q-eA&� On the 11 day of Pove m be r ,in the year 2011,before me,the undersigned,a Notary Public in and for said State,personally appeared ELIZABEM ANN LAIBLE f/k/a ELIZABEM ANN PIERSON personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that she they executed the same in her capacity,and that by her signature on the instrument,the individual,or the person upon behalf of which the individual acted,executed this instrument NOTARY PUBLIC MARIUL CONKUN Motu?Pt" oft of Man imA IiMMI1M{NA fbt�Mar P0,ROf 2 STATE OF )SS: COUNfYOF &V L/me4) On the,?3day of A,&e1V&-e 20I/,in the year 2011,before me,the undersigned,a Notary Public in and for said State,personally appeared JEAN MARIE PIERSON,personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that she they executed the same in her capacity,and that by her signature on the instrument,the individual,or the person upon behalf of which the individual acted, executed this instrument NOTARY PUBLIC L.IZAVETA CkYZHYK Notary Public-State of New York No.01CH622711 0 QualHted In Queens County My Commission expires Sept.07,2014 i ! 4 i i STATE OF V IV" I n t 0— } J }SS.: COUNTY OF ) prince UUj II I au k i On the 4 day of �a� � ,in the year 2011,before me,the undersigned,a Notary ! Public in and for said Stare,personally appeared RICHARD PIERSON,Jr.,personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the ' within instrument and acknowledged to me that she they executed the same in her capacity,and that by her signature on the instrument,the individual,or the person upon behalf of which the individual acted, executed this instrument. i T" '.. NOTARYFUBUC :•may f N v ;•4 Qmmonwecdth of Virginia '•,��•��:•����-`' ,•• '�� blic �,` •�'�Iti•........ �o Comsmnt ID:33667 56 `'�i�',p�r ;�N`` mi My Commis inExpires03f31=3 STATE OF NEW YORK ) }SS.: i COUNTY OF SUFFOIX ) f� i On the day of �G!.( l ,in the year 2011,before me,the undersigned,a Notary ' Public in and for said State,personally appeared ROBERT GRIGONIS,personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that she they executed the same in her capacity,and that by her signature on the instrument,the individual,or the person upon behalf of which the individual acted, ! executed this instrument. I NOTARY PUBLIC i CAROL WDEtL NOTARY PUBLIC-STATE OF NhW YM NO.01HYSISMS j QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES 0901Ra dl i I Description of"Cluster Conservation Subdivision for Property of the Estate of Antone Grigonis" Suffolk County Tax Map#1000-55-02-&1 All that certain plot,piece or parcel of land,with buildings and improvements theron erected, situate,lying and being at Southold,Town of Southold,County of Suffolk and State of New York,known and designated as shown on a certain map entitled"Cluster Conservation Subdivision for Property of the Estate of Antone Grigonis"being more particularly bounded and described as follows; Beginning at a point on the easterly line of Youngs Avenue distant 543.11 feet as measured in a southerly direction from the intersection formed by the southerly line of Old North Road with the easterly line of Youngs Avenue(Railroad Avenue); Running Thence from said Point and Place of Beginning along the southerly line of lands now or formerly of Salmon and Johnstone and lands of others North 77 degrees 30 minutes 20 seconds East a distance 1028.61 feet to a point; Thence North 16 degrees 51 minutes 50 seconds East along lands now or formerly of Doroski and Sinning and lands now or formerly of Patel a distance of 82.10 feet to a point; Thence South 76 degrees 19 minutes 50 seconds East along lands of Patel a distance of 61.08 feet to a point and lands of Robert Grigonis; Thence South 15 degrees 00 minutes 00 seconds West a distance of 181.62 feet to a point; Thence South 71 degrees 56 minutes 00 seconds East a distance of 427.84 feet to the westerly line of a 50 foot Right of Way; Thence along the westerly line of the 50 foot Right of Way South 5 degrees 18 minutes 05 seconds West a distance of 240.80 feet to a point and lands now or formerly of Maureen H. M. Wolfe Living Trust; Thence along lands now or formerly of Maureen H.M.Wolfe Living Trust South 88 degrees 35 minutes 30 seconds West a distance of 752.23 feet to a point and lands now or formerly of Krupski; Thence North 11 degrees 34 minutes 10 seconds West a distance of 128.40 feet to a point; Thence stilt along lands now or formerly of Krupski and along lands now or formerly of Conway South 75 degrees 54 minutes 00 seconds West a distance of 605.02 feet to the easterly line of Youngs Avenue(Railroad Avenue); Thence North 11 degrees 19 minutes 40 seconds West a distance of 30729 feet to the Point and Place of Beginning. Description of 25 foot Right of Way being part of Lot 4 "Cluster Conservation Subdivision for Property of the Estate of Antone Grigonis" Suffolk County Tax Map#1000-55-02-8.1 All that certain plot,piece or parcel of land,with buildings and improvements thereon erected,situate,lying and being at Southold,Town of Southold,County of Suffolk and State of New York,known and designated as and being part of Lot 4 as shown on a certain map entitled"Cluster Conservation Subdivision for Property of the Estate of Antone Grigonis",being more particularly bounded and described as follows; Beginning at a point on the easterly line of Youngs Avenue(Railroad Avenue),also being the northwesterly corner of Lot 4,also being the northwesterly corner of a 25 foot Right of Way as shown on the aforesaid map, distant 543.11 feet as measured in southerly direction from the intersection formed by the southerly line of Old North Road with the easterly line of Youngs Avenue(Railroad Avenue); Running thence from said Point and Place of Beginning along the northerly line of said 25 foot Right of Way along lands now or formerly of Salmon and Johnstone and lands of Hennessey and Fontana North 77 degrees 30 minutes 20 seconds East a distance of 598.53 feet to a point; Thence South 12 degrees 29 minutes 40 seconds Fast a distance of 25.00 to a point; Thence South 77degrees 30 minutes 20 seconds West a distance of 100.00 feet to a point and the beginning of a curve to the left; Thence along said to curve to the left having a radius of 25.00 feet a distance of 39.27 feet to a point; Thence South 77 degrees 30 minutes 20 seconds West a distance of 25.00 feet to a point and the beginning of a non-tangent curve to the left; Thence along said curve to the left having a radius of 25 feet a distance of 39.27 feet to a point; Thence continuing along the southerly line of said Right of Way along the northerly lines of Lot 3 and Lot 2 as shown on the aforesaid filed map South 77 degrees 30 minutes 20 seconds West a distance of 424.04 feet to a point and the easterly line of Youngs Avenue(Railroad Avenue); Thence North 11 degrees 19 minutes 40 seconds West a distance of 25.01 feet to the Point and Place of Beginning. IIII{III III!IIIII IIIII IIIII IIIII IIIII IIIII 111111111 IN 111111 IIIII IIIII llll IIII SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: AGREEMENT Recorded: 05/17/2019 Number of Pages: 15 At: 01:31:58 PM Receipt Number : 19-0096252 TRANSFER TAX NUMBER: 18-32576 LIBER: D00013012 PAGE: 508 District: Section: Block: Lot: 1000 055.00 01.00 005.004 MORTGAGE TAX NUMBER: DK005580 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $0.00 Received the Following Fees For Above Instrument Exempt Exempi Page/Filing $75.00 NO Handling $20.00 NO COE $5.00 NO NYS SRCHG $15.00 NO Affidavit $0.00 NO TP-584 $5.00 NO Notation $0.50 NO Cert.Copies $0.00 NO RPT $400.00 NO Transfer tax $0.00 NO Comm.Pres $0.00 NO Mort.Basic $0.00 NO Mort.Addl $0.00 NO Mort.SplAddl $0.00 NO Mort.SplAsst $0.00 NO Fees Paid $520.50 TRANSFER TAX NUMBER: 18-32576 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County I ❑1 Number of pages RECORDED 2019 I-lay 17 01:31:58 PM JUDITH A. PASCALE This document will be public CLERK OF record.Please remove all SUFFOLK COUHTY Social Security Numbers L D00013012 P 508 prior to recording. w:005580 1$-3a Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 ri FEES Page/Filing Fee = \ Mortgage Amt. 1.Basic Tax Handling 20. OD 2. Additional Tax TP-584 SubTotal Spec./Assit. Notation � �j`D or EA-52 17(County) SubTotal Spec./Add. EA-5217(St TOT.MTG.TAX Dual Town Dual County R.P.T.S.A V. mil )- (C•O Held forAppointment Comm.of . 5. 00 # If Transfer Tax Affidavit • . Mansion Tax a VMS The property covered by this mortgage is Certified Copy or will be improved by a one or two NYS Surcharge 15. 00 / V family dwelling only. Sub Total . YES orNO Other rJ Grand Total rd O If NO, see appropriate tax clause on ` page# ofthis instrume / 4 1 Dist.I OC 3973379 ached )4 � 5 Community Preservation Fund Real Property T 1111111IN11 ?ta Consideration Amount$ R Tax Service LPA A Agency 1741AAY-1 CPF Tax Due $ Verification � Improved Satisfactions/DischargsIRle T5 D&RETURNOy Owners Mailing Address Vacant Land—V—/ Kevin McLaughlin,Esq TD "210 Rte.48,P.O.Box 1210 Southold,NY 11971 TD TD Mail to:Judith A. Pascale,Suffolk County Clerk 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name ADVOCATE'S ABSTRACT, INC www.suffolkcountyny.gov/clerk Title# W ADA-1505-S $ Suffolk County Recording & Endorsement Page This page forms part of the attached Amendment of Driveway and Maintenance Agreement made by: (SPECIFYTYPE OF INSTRUMENT) cLQ�P�i rar The premises herein is situated in �J SUFFOLK COUNTY,NEW YORK. TO In the TOWN of Southold V\ to the VILLAGE or HAMLET of Southold BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. r over pT 8 R LPA A Stat I D: 3873379 17-MAY-19 Tax Maps District Secton Block Lot School District 1000 05500 0100 005004 1000 05500 0200 008012 AMENDMENT OF DRIVEWAY AND MAINTENANCE AGREEMENT WHEREAS,The undersigned are all of the Declarants to a certain Driveway& Maintenance Agreement (hereinafter"Agreement') dated November 14,2011,which was recorded in the Office of the Clerk of the County of Suffolk on January 9, 2012 in Liber12681 cp 614, a copy of which is annexed hereto; WHEREAS, the undersigned Declarants are all of the owners of Lot Numbers 2, S' 3, 4 and 6 on the subdivision map entitled"North Fork Estates a/k/a Estate.of Antone Grigonis" filed in the Office of the Suffolk County Clerk on March 5, 2012 as Map No. 11847; , , WHEREAS, the Declarants wish to amend said Driveway&Maintenance Agreement, so as to add Lot 5 of said subdivision to the provisions of said Agreement; a NOW, THEREFORE,the Declarants do covenant and agree, as follows: Lot No. 5 as shown on the aforesaid subdivision map is hereby added to said Agreement, so that the owners of said Lot No. 5 shall have the use of said common access driveway in common with the owners of Lot Numbers 2, 3 and 4 and shall be bound by all of the terms and provision of the Agreement, including but not limited to the payment of a proportional share of the"maintenance costs"of said common driveway. Which for purposes of this Amendment is defined as: all costs and expenses in connection with said common driveway after the driveway is constructed, installation of common underground utilities to the extent require for the agricultural parcel, replacement thereof, sweeping, re-surfacing,re-paving or re-graveling, filling in holes, and all those items necessary to make convenient and safe for the owners of the aforesaid Srd' CrledC� C Gronfloo AnhM Smith 2531 Pole Bridge Road AVoa,NY 14414 Auey Clarri8 17 Shortie Way South Kh*stm R102979 Richard PiouM Sr. 5245 N.Bayview Road . Southold,NY 11971 Elizabeth Ann LWlb 3 Bailey Farm Road Pittstoara,Nl 09861 lean Marie Piamn 2 Halstead Street CROW,NJ 08809 Richard Pierson,Jr. 6678 Van W uWo Drive FWb C hrch,VA 22040 1�oerw �S So J s y All that certain plot, piece or parcel of land, situate, lying and being at Southold, in the Town of Southold, County of Suffolk and State of New York, known and designated as Lot 5 and 6 as shown on a certain map entitled, "North Fork Estates a/k/a Estate of Antone Grigonis" filed in the Office of the Suffolk County Clerks Office on March 5, 2012 as Map No. 11847. , subject lots to use the common driveway. It is not the intent of the parties to require the agricultural parcel to pay the cost to construct the common driveway. It is further agreed and understood that the Declarants made an application to subdivide a 21.5978 acre parcel into seven (7) lots where Lot No. 5 equals 7.33 acres and was preserved as an Agricultural Parcel through the Sale of Development Rights to the Suffolk County,and Lot No. 6 located across Youngs Avenue, Southold,NY, which equals 9.45 acres, and was preserved as an Agricultural Parcel through the Sale of Development Rights to Suffolk County. In the event that Parcel No. 5 and Parcel No. 6 are farmed jointly through mutual agreement between the owners of the Agricultural Parcels,then the parties hereby agree that vehicular access, as well as any access required for agricultural uses,between the two parcels(Lot 5 and Lot 6) shall be specifically permitted over the common driveway. JN WITNESS WHEREOF,the Declarants have duly executed this instrument the l day of "1',-� ,2019. CAROLYN 1 AMAN,by Robert ANNETTE SMI by Robert t Grigonis, as a P ent A REY&4aepti IG,by Rob RICHARD PIERSON, Sr., y �G orris, Robert Gri orris,as gen � Q/tct EIJZABETH ANN LA LE, by AN MARIE PIERSO ,by Robe R be Grigonis, as agent ` Grigonis, as agent 'kICHARD PIERSO , JR,by OBERT GRIG IS Robert Grigonis, as age ACKNOWLEGMENT IN NEW YORK STATE(RPL 309-b) State of New York, County of Suffolk ss.: On the 10 day of MC-%V t.,2019 before me, the undersigned personally appeared, ROBERT GRIGONIS known to me or proved to me on the basis of satisfactory evidence to be the individual(s)whose names) is(are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s)on the instrument, the individual(s), or the person upon behalf of which th ' dividual(s)acted, executed the instrument. v . NO ARY PUBLIC JMMu CH" rorwar.swGIN YA %01QM zas,Waac0" c�m�on r�res sepc ao,2oet _DRIVEWAY&MAINTENANCE AGREEMENT XH�V T 'R IV THIS DECLARATION made this ay of /V o J a2 9— 2011,by and between CAROLYN HAMAN,residing at 1020 Old North Highway,Southold,New York 11971; ANNETTE SMITH, residing at 2531 Pole Bridge Road,Avon,New York 14414, AUDREY CARRIG,residing at 840 Greenwood Drive,Ballston Spa,New York 12020, RICHARD PIERSON,Sr.,residing at 5245 North Bayview Road,Southold,New York 11971; ELIZABETH ANN LAIBLE f/k/a ELIZABETH ANN PIERSON,residing at 3 Bailey Farm Road, Pittstown,New Jersey 08861; JEAN MARIE PIERSON,residing at 2 Halstead Street,Clinton,New Jersey 08809 RICHARD PIERSON,Jr.,residing at 6637 Radcliffe bane,Woodbridge,Virginia 22191; ROBERT GRIGONIS,residing at 1520 Old North Road,Southold,New York,11971 hereinafter referred to as the."DECLARANTS"; WITNESSETH: WHEREAS,the DECLARANTS,are the owners of a certain plot,piece and parcel of land situate at,Young's Avenue, in the Town of Southold County of Suffolk,and the State of New York,known and designated as SCTM No.1000-055-1-005.001 and 1000-055-2-008.005,being more particularly bounded and described as set forth in Schedule"A",annexed hereto. WHEREAS,the DECLARANTS made application to subdivide a 21.5978 acre parcel into seven (7)lots as shown on the°Subdivision for the Estate of Antone Grigonis,"surveyed by John T.Metzger, . L.S.,on July 12,2006,last revised January 11,2007, WHEREAS,the DECLARANTS desire to provide for maintenance and management of the 25' right of way which provides a common access of ingress and egress to Lots 2A and 4;and in consideration of granting approval necessary to subdivide the above,the Planning Board of the Town of Southold and the DECLARANTS agree that it is in the best interest of the DECLARANTS and any future owner of the property that the within declaration and covenant be imposed. NOW,THEREFORE,the within DECLARANTS do hereby covenant and agree as follows: 1. Lots 2,3 and 4,as shown on the aforesaid subdivision map,shall share a common access driveway to and from Youngs Avenue from a single common access driveway along the common tot line between lots 2,3,and 4,otherwise described herein as"Schedule B" 2 The use of said common access driveway area shall be subject to the following restrictions: A. The owners and subsequent owners of said Lots 2,3 and 4 shall have the joint,equal and mutual right to use,maintain and improve the common access driveway as shown on said subdivision map and as per the Planning Board's specifications for common access driveways for the purpose of ingress and egress and placement of utilities,including but not limited to telephone lines,cable television lines and electric power lines,as may be deemed necessary to serve Lots 2,3 and 4,to be installed within the utility easement and immediately adjacent and parallel to the area designated as common access driveway. B.The berms"owner,""lot owner`or"lot owners"as used in this Declaration shall'be deemed to include any heirs,distributees,successors and assigns of the Declarant and the respective lot owner or lot owners. successors,and assigns all of the conditions,obligations and restrictions and provisions of this Easement. D. The word"maintenance,"as used in this Easement;shall be deemed to mean all costs and expenses in connection with said common driveway,including the cost of construction, installation of common underground udlities,and replacement thereof,sweeping',surfacing and re-surfacing,re-paving or re-gravelling,filling in of holes,and all those ftms necessary to make it convenient and safe for the owners of the aforesaid subject lots to use the common driveway described in"Schedulel>s" E. The owners of the subject la or any portion thereof shall determine what maintenance shall be done on the common driveway and the maintenance costs to be expended therefore by mutual agreement F. All decisions for the Improvements and/or maintenance of the common driveway area shall be made by a majority vote of the lot owners affected herein.Proxy votes shall not be acceptable.There shall be(1)one vote per subject lot Any lotowner may initiate a vote on any maintenance or improvement matter by sending a notice.by certified mail,return receipt requested,to the other lot owners.Said notice shall contain all information necessary to make an informed decision on the matter.Any lot owner not voting affirmatively or negatively within(2)two weeks of the mailing of that notice shall be bound by the decision of those who do vote.A tie vote shall be considered approval of the proposition G. All lot owners agree that the common driveway area shall always be maintained so as to be passable by ordinary passenger,service and emergency vehicles and this shall include prompt repair of any"potholes"or similar defects in the common driveway,which cause the common driveway to become substandard. Each lot owner shall be responsible and pay for any damage to the common driveway caused by construction or transportation activities and vehicles relating to or used in the improvement of their subject lot. H. In the event one of the lot owners fails to pay their proportionate share of maintenance costs within(7)seven days of notification of charges,such unpaid monies may be collected proportionately from the other lot owners. In this event all lot owners having duly paid both their proportionate share of maintenance costs and that of the defaulting lot owner shall be deemed the contractor as defined in the New York Lien Law. The lot owner who has not paid his/her proportionate share shall subject iris/her real property to the liens of the lot owners who have paid his/her share of maintenance costs. The lot owner who has paid his/her proportionate share of maintenance costs may also commence an action against the defaulting lot owner,in a court of appropriate jurisdiction,in order recover the unpaid monies. In any action commenced against a defaulting lot owner,there shall be a presumption that the maintenance work for which monies are owed was validly authorized by the majority of the lot owners and was competently performed by the contractor who did the work. A defaulting lot owner shell be liable for aD maintenance costs and expenses,including but not limited to attorney's fees which are incurred by the other lot owners in recovering the defaulting lot owner's unpaid sham-of maintenance costs. I. Notwithstanding anything to the contrary herein,each and every lot owner shall repair,at his/her sole costs and expense,any damage done to the common driveway by construction traffic,machinery,or other implements used In the construction of improvements on the pwifculgr lot ownees land.Any failure to make or pay for such repair may be treated by the other lot owners as a default in the payment of maintenance costs,in accordance with sub- paragraph"H"above written. 3. This Agreement shall run with the land and shall be binding upon all grantees,heirs,executors, administrators,legal representatives,distributes,successors,or assigns of any portion of the subject parcels. 14, This Agreement may not be annulled,waived,.changed,modified,berminabed,revoked or amended without the written consent of the respective lot owners and the express written permission of a majority of the SouWld Town Pknning Roardor its legal successor,except that the provisions hereof which relate solely to the making or repair or improvement decisions or the allocations or expenses among lot owners may be revoked or modified without such Board's approval. i IN WITNESS WHEREOF,the owner has duly executed this instrument this t q day of Npdtr�bG�r ,2MI. CA!tQLYN kWAN ANNETTE SOH AUDREY CARMIG RkRARD PM?.SON,Sr. ELIZA ANN LAIBLE MA PIE WN f/k/a ELIZABETH ANN PIERSON RICHARD PIERSON,jr. ROBERT GRI S STATE OF NEW YORK) COUNTY OF SUFFOLK) i On the 3f day of 0 Ch VJ6✓ ,in the year 2011,before me,the undersigned,a Notary Public in and for said State,personally appeared CAROLYN HAMAN,personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that she they executed the same in her capacity,and that by her signature on the instrument,the individual,or the person upon behalf of which the individual acted, executed th4 imtmme t. PENNY BEDELL fill /Jwlkl� Notary No.0040 Public to9NO Qgff w York N_ R PUBLIC Commission @Expirets g pt.t.29,`y do I V- STATE OF NEW-!leRK COUNTY OF `'�-(3-0 } On the 1`i Say of in the year 2011,before me,the undersigned,a Notary Public in and for said State,personally appeared ANNUM WnW,personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that she they execrated the same in her capacity,and that by her signature on the instrument,the individual,or the.person upon behalf of which the individual acted, executed this instrument, NQT C EW 23,861E Elsdd 7Mt liolo�y�Pee U�irr� STATE OF NEW YORK ) SS� - • COMM OF ) On the;, day of lVd.W-^64r ,in the year 2011,before me,the undersigned,a Notary Public in and for said State,personally appeared AUDREY CARRIG,personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that she they executed the same in her capacity,and that by her signature on the instrument,the individual,or the person upon behalf of which the individual acted, eXetuted this instrument. ROTARY PUBLIC-STATE OF NEW YORK NOTARY"13CVu NO.OIMA6207376 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 16,20 3 SPATE OF NEW YORK) )SS.: COUNTY OF SUFFOLK) On the 3Iday of A{,h 6e V ,in the year 2011,before me,the undersigned,a Notary Public in and for said State,personally appeared RICHARD PIERSON,Sr,personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose'name is subscribed to the within instrument and acknowledged to me that she they executed the same in her capacity,and that by her signature on the instrument,the individual,or the person upon behalf of which the individual acted, executed this kstrument NotaryN b!NY BED15Li ItAl t s,U§8j1 w York ComrQs inrI oik County OL 29, o r r' N Luc STATE OF 1 )ss.: COUNTY OF(Ai r1 jcXc 6-i On.the ll day of N0%/t m bQ y ,in the year 2M1,before me,the undersigned,a Notary Public in and for said State,personally appeared ELIZABETH ANN LAIHLE f/k/a ELIZABETI-I ANN PIERSON personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that she they executed the same in her capacity,and that by her signature on the instrument,the individual,or the person upon behalf of which the individual acted,executed this instrument NOTARY KMLT� VMIBEt:Comm ft"PbO sm of NW Jam lb ft p an 2k 2012 STATE OF IV P1✓ ��' ss.: COUNTY OF uPJv LIOA� On theA3day of MM-r"4fe.e 2011,in the year 2011,before me,the undersigned,a Notary Public in and for said State,personally appeared JEAN MARIE PIERSON,personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that she.they executed the same in her capacity,and that by her signature on the instrument,the individual,or the person upon behalf of which the individual acted, executed this instrument. NOTARY FUBUC L IZAVETA CH MK Notary Mile-State of New Ywtr No.01C1t6227=1 Guallm d Ih Queens County My Commleslon Expires Sept.07,2014 i i '. STATE OF n i 0. } COUNTY OF ) • �f 1 AC.@. wJ 1110.1�.J1 On the q day of �OVf.A6- ,in the year 2011,before me,the undersigned,a Notary Public in and for said State,personally appeared RICHARD PIERSON,Jr.,personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that she they executed the same in her capacity,and that by her signature on the instrument,the individual,or the person upon behalf of which the Individual acted, executed this instrument. •� 4ZN ''•A i s lip- 0r.,l�',s"•y���. NOTARY FUBUC Qmmamyeidlh of Virginia %•,1'1�;•��tc`..•' KatharineKnight-Notary Public `�,4,�{b, ••••••• a���.��� Camm3aston ID:367456 My Commdssion Fxires 030=3 •-7:f�� . .. STATE OF NEW YORK ) }SS.: COUNTY OF SUFFOLK ) On the6 day of D ,in the year 2011,before me,the undersigned,a Notary Public in and for said State,personally appeared ROBERT GRIGOMS,personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that she they executed the same in her capacity,and that by her signature on the instrument,the individual,or the person upon behalf of which the individual acted, executed this instrument. Lo Id07'ARY MBUC NOTARY PUBLIC-STATE MA11t�t1E cwut�IEn N SUFFOIXCMMM CCi MISSIOM EXPIRES 08J301ZQ,�a, _ Description of"Cluster Conservation Subdivision for Property of the Estate of Antone Grigonis" Suffolk County Tax Map#100-55-02-8.1 All that certain plot,piece or parcel of land,with buildings and improvements theron erected, situate,lying and being at Southold,,Town of Southold,County of Suffolk and State ofNew York,known and designated as shown on a certain map entitled"Cluster Conservation Subdivision for Property of the Estate of Antone Grigonis"being more particularly bounded and described as follows; Beginning at a point on the easterly line of Youngs Avenue distant 543.11 feet as measured in a southerly direction from the intersection formed by the southerly line of Old North Road with the easterly line of Youngs Avenue(Railroad Avenue); Running Thence from said Point and Place of Beginning along the southerly line of lands now or formerly of Salmon and Johnstone and lands of others North 77 degrees 30 minutes 20 seconds East a distance 1028.61*feet to a point; Thence North 16 degrees 51 minutes 50 seconds East along lands now or formerly of Doroski and Sinhing and lands now or formerly of Patel a distance of 82.10 feet to a point; Thence South 76 degrees 19 minutes 50 seconds East along lands of Patel a distance of 61.08 feet to a point and lands of Robert Grigonis; Thence South 15 degrees 00 minutes 00 seconds West a distance of 181.62 feet to a point; Thence South 71 degrees 56 minutes 00 seconds East a distance of 427.84 feet to the westerly line of a 50 foot Right of Way; Thence along the westerly line of the 50 foot Right of Way South 5 degrees 18 minutes 05 seconds West a distance of240.80 feet to a point and lands now or formerly of Maureen H.M. Wolfe Living Trust; Thence along lands now or formerly of Maureen H.M.Wolfe Living Trust South 88 degrees 35 minutes 30 seconds West a distance of 752.23 feet to a point and lands now or formerly of Krupski; Thence North 1 I degrees 34 minutes 10 seconds West a distance of 12BAD feet to a point; Thence still along lands now or formerly of Krupski and along lands now or formerly of Conway South 75 degrees 54 minutes 00 seconds West a distance of 605.02 feet to the easterly line of Youngs Avenue(Railroad Avenue); Thence North I I degrees 19 minutes 40 seconds West a distance of 30729 feet to the Point and Place of Beginning. Description of 25 foot Right of Way being part of Lot 4 "Cluster Conservation Subdivision for Property of the Estate of Antone Grigonis" Suffolk County Tax Map#1000-55-02-8.1 All that certain plot,piece or parcel of land,with buildings and improvements thereon erected,situate,lying and being at Southold,Town of Southold,County of Suffolk and State of New York,known and designated as and being part of Lot 4 as shown on a certain map entitled"Cluster Conservation Subdivision for Property of the Estate o€Antone Grigonis",being more particularly bounded and described as follows; Beginning at a point on the easterly line of Youngs Avenue(Railroad Avenue),also being the northwesterly corner of Lot 4,also being the northwesterly comer of a 25 foot Right of Way as shown on the aforesaid map, distant 543.11 feet as measured in southerly direction from the intersection formed by the southerly line of Old North Road with the easterly line of Youngs Avenue(Railroad Avenue); Running thence from said Point and Place of Beginning along the northerly line of said 25 foot Right of Way along lands now or formerly of Salmon and Johnstone and lands of Hennessey and Fontana North 77 degrees 30 minutes 20 seconds East a distance of 598.53 feet to a point; Thence South 12 degrees 29 minutes 40 seconds East a distance of 25.00 to a point; Thence South 77degrees 30 minutes 20 seconds West a distance of 100.00 feet to a point and the beginning of a curve to the left; Thence along said to curve to the left having a radius of 25.00 feet a distance of 39.27 feet to a point; Tbence South 77 degrees 30 minutes 20 seconds West a distance of 25.00 feet to a point and the beginning of a non-tangent curve to the left; Thence along said curve to the left having a radius of 25 feet a distance of 39.27 feet to a point; Thence continuing along the southerly line of said Right of Way along the northerly lines of Lot 3 and Lot 2 as shown on the aforesaid filed trap South 77 degrees 30 minutes 20 seconds West a distance•of 424.04 feet to a point and the easterly line of Youngs Avenue(Railroad Avenue); Thence North I I degrees 19 minutes 40 seconds West a distance of 25.01 feet to the Point and Place of Beginning. . I liillll if II IIIII IIIII IIIII IIIII IIIII Iflll Ifill.IIII IIII l IIIIII IIIII IIIII IIII IIII SUFFOLK COUNTY CLERK RECORDS •OFFICE RECORDING PAGE Type of Instrument: DEED Recorded: 10/15/2012 Number of Pages: 8 At: 10:18:28 AM Receipt Number : 12-0118121 TRANSFER TAX NUMBER: 12-05849 LIBER: D00012708 PAGE: 266 District: Section: Block: Lot: 1000 055.00 01.00 005.004 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $1,395,977.00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $0.00 YES Handling $0.00 YES COE $0-.00 YES NYS SRCHG $0.00 YES EA-CTY $0.00 YES EA-STATE $0.00 YES TP-584 $0.00 YES Notation $0.00 YES Cert.Copies $0.00 YES RPT $0.00 YES Transfer tax $0.00 YES Comm.Pres $0.00 YES Fees Paid $0.00 TRANSFER TAX NUMBER: 12-05849 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County �. 1 2 � • • i kEC DED Number of pages 2012 Oct-16 10:18.28 API JUDITH A. PASCALE CLERK OF This document will be public SUFFOLK COMITY record. Please remove all ` D00012708 Social Security Numbers DT# 12-05849 prior to recording. Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 1 FEES Page/Filing Fee Mortgage Amt. 1. Basic Tax Handli 5. 00 2. Additional Tax TP-584 _� � • Sub Total SpecJAssit. Notation ' or EA-52 17(County) Sub Total Spec./Add. EA-5 (State) TOT.MTG.TAX l QA Dual Town Dual County R. .T.S. `I�, Held for Appointment Comm.of Ed. 5• Transfer Tax oilMansion Tax The property covered by this mortgage is t ertified Copy or will be improved by a one or two NYS Surcharge 15. 00 family dwelling only. Sub Total YES or NO Other ! Grand Total If NO,see appropriate tax clause on Spage#.jJLKL of this ins 12021796 1000 05500 0100 005004 4 Dis[./000 Q 1000 05500 0200 008012 5 CO>fIImIInitp Prese:vBtion Fund ,� Real Property Consideration Amount$ S�97� Tax Service Agency CPF Tax Due $ Verification ._ _ _ _._____ 1 Improved 6 Satisfactions/Discharges/Releases List Property Owners Mailing Address RECORD&RETURN TO: Vacant Land SUFFOLK COUNTY DIV.OF REAL.PROPERTY ACQUISITION TD AND MANAGEMENT TD H.LEE DENNISON BLDG.-2nd FLOOR 1 100 VETERANS MEMORIAL HIGHWAY v TD P.O.BOX 6100 HAUPPAUGE NY 11788-0099 Mail to:Judith A.Pascale, Suffolk County Clerk 7 lytle Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name 4jSV4CCWS A)ao2 XRn-T.—b www.suffoikcountynygov/clerk Title# /z-3S'—o/so- 9fs? g Suffolk Couply Recording & Endorsement Page This page forms part of the attached 'IQ-e.9 &-K � K,Iv - (�"WG made by: (SPECIFY TYPV OF INSTRUMENT) e- e t'p The premises herein is situated in SUFFOLK COUNTY,NEW YORK. TO In the TOWN of In the VILLAGE or HAMLET of So 04 BOXES 6 THRU 3 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. /2--3e-01s0- DEED OF DEVELOPMENT RIGHTS THIS INDENTURE,made as of the 30's day of Au ust ,2012 ,AK F�onh S+• (:IORowl_S 9hes 94J,31)X ISCq -nPt, BETWEEN ROBERT GRIGONIS,as Executor of the Last Will.and Testament of 0y t j9 y ntone J.Grigonis,Jr., PARTY OF THE FIRST PART, AND the COUNTY OF SUFFOLK,a municipal corporation of the State of New York, aving its principal offices at 310 Center Drive,Riverhead,New York 11901,PARTY OF THE SECOND PART, WITNESSETH,that in accordance with Article XXXVI of the Suffolk County Charter, nd in accordance with Chapter 8 of the Suffolk County Code, and in accordance with esolution No.285-1981,as amended,Resolution No.877-2005 and Resolution No.449-2007 s amended by Resolution No.925-2007 of the Suffolk County Legislature,all on file with the Jerk of the Suffolk County Legislature, that the PARTY OF THE FIRST PART, 'in onsideration of ONE MILLION THREE HUNDRED NINETY FIVE THOUSAND NINE UNDRED SEVENTY SEVEN and 101100 ($1,395,977.00)and other good and valuable onsideration paid by the PARTY OF THE SECOND PART,DOES.HEREBY GRANT AND LEASE unto the PARTY OF THE SECOND PART, the successors and assigns of the ARTY OF THE SECOND PART forever,THE DEVELOPMENT RIGHTS,by which is eant the permanent legal interest and right, as authorized by§247 of the New York State eneral Municipal Law,as amended,and Local Law 16-1981 of the County of Suffolk,as ended, to permit, require or restrict the use of the premises exclusively for agricultural roduction as that term is defined in Local Law 16-1981 of the County of Suffolk,as amended, d the right to preserve open space as that term is defined in§247 of the New York State neral Municipal Law,as amended,and the right to prohibit or restrict the use of the premises or any purpose other than agricultural production,to the property described as follows: ALL that piece or parcel of land,situated in the Town of Southold, County of Suffolk, d State of New York,more particularly bounded and described as follows:(see description exed hereto and made a part hereof): BEING AND INTENDED to be part of the same premises conveyed by deed dated ay 16, 1950 from Joseph F.Carey,Mary E.Carey and Marion Carey Worth to Antone J. rigonis Jr.and Estelle E Grigonis,both now deceased,and recorded May 18 1950 in Liber 077 at pages 575 through 577,said parcel further identified by Suffolk County Tax Map No. 000-055.00-01.00-005.001 and BEING AND INTENDED to be part of the same premises conveyed by deed dated arch 11, 1950 from Joseph F.Carey,Mary E.Carey and Marion Carey Worth to Antone J. rigonis Jr.and Estelle E Grigonis,both now deceased,and recorded May 18, 1950 in Liber 077 at pages 575 through 577,said parcel further identified by Suffolk County Tax Map No. 000-055.00-02.00-008.005 TOGETHER with all the estate Antone J.Grigonis Jr.had at the time of his death in aid premises,and also the estate therein,which the PARTY OF THE FIRST PART had or has ower to convey or dispose of, whether individually, or by virtue of decedents death or therwise and the rights of the PARTY OF THE FIRST PART in and to said premises; TO HAVE AND TO HOLD the said DEVELOPMENT RIGHTS in the premises erein granted unto the PARTY OF THE SECOND PART,its successors and assigns,forever; AND the PARTY OF THE FIRST PART covenants that the PARTY OF THE FIRST ART has not done or suffered anything whereby the said premises have been encumbered in ny way whatever,except as aforesaid. The PARTY OF THE FIRST PART,as a covenant nning with the land in perpetuity, further covenants and agrees for the PARTY OF THE . 1 aso+xe.ova FIRST PART,and the heirs,legal representatives,successors and assigns of the PARTY OF THE FIRST PART;to use of the premises on and after the date of this instrument solely for the purpose of agricultural production. THE development rights conveyed herein are further subject to the terms and provisions as set forth in a certain contract of sale between the PARTIES hereto dated . December 22,2009 and an amendment to said contract dated May 7,2012 as the same are intended to be recorded in the office of the Suffolk County Clerk's office simultaneously with this deed of conveyance, portions of which as contained herein have and will survive the delivery of this instrument of conveyance. THE PARTY OF THE FIRST PART,his heirs,assigns and/or party or parties in lawful possession of the premises subject to this deed of development rights,pursuant to lease,license, or other arrangement,covenant and agree that it will not remove any soil from the premises described herein. A purpose of this acquisition is to protect topsoil by limiting non-agricultural production uses of the land. The topsoil present on the premises consists of prime/unique/ important soil. This representation is intended to also serve as a covenant running with the land in perpetuity and the provisions of this paragraph will survive delivery of any instrument of conveyance. THE PARTY OF THE FIRST PART,his heirs,assigns and/or party or parties in lawful possession ofthe premises subject to this deed of development rights,pursuant to lease,license, or other arrangement,covenant and agree that they will(a)not generate,store or dispose of hazardous substances on the premises, nor allow others to do so; (b) comply with all Environmental Laws;(c)allow PARTY OF THE SECOND PART and its agents reasonable access to the premises for the purposes of ascertaining site conditions and for inspection of the premises for compliance with this agreement. Where Federal grants and/or funds are used and/or reimbursed to the PURCHASER for this acquisition,representatives of the United States Department of Agriculture shall also have.the right to enter the property as stated in subparagraph(c)herein. This covenant shall run with the land in perpetuity. THE following covenants shall run with the land in perpetuity and shall be deemed applicable only if federal funds are in fact received by the PARTY OF THE SECOND PART for the premises: (i) Contingent Right in the United States of America: In the event that the PARTY OF THE SECOND PART fails to enforce any of the terms of this easement (or other interests in land), as determined in the sole discretion of the Secretary of the United States Department of Agriculture, the said Secretary of Agriculture and his or her successors and assigns shall have the right to enforce the terms of the easement(or other interests in land)through any and all authorities available under Federal or State law. In the event that the PARTY OF THE SECOND PART attempts to terminate,transfer,or otherwise divest itself of any rights,title,or interests of this easement(or other interests in land)or extinguish the conservation easement (or other interests in land)without the prior consent of the Secretary of the .United States Department of Agriculture and payment of consideration to the United States of America,then,at the option of such Secretary, A right, title, and interest in this easement (or other interests in land)shall become vested in the United States of America. 2 (ii) Unless otherwise agreed to by the PARTY OF THE SECOND PART,United States of America Commodity Credit Corporation and the N.Y.S. Department of Agriculture and Markets, the PARTY OF THE SECOND PART shall.hold title to any conservation easement or interest in land. However,title may be held by the United States of America at the request of the Secretary of Agriculture upon mutual agreement of the PARTY OF THE SECOND PART, United States of America Commodity Credit Corporation and the N.Y.S. Department of Agriculture and Markets, or when the United States exercises its contingent right. (iii) PARTY OF THE FIRST PART covenants to manage the property in accordance with a conservation plan that is developed utilizing the standards and specifications of the NRCS field office technical guide and 7 C.F.R.,Part 12,and is approved by the Conservation District. (A) As required by section 1238I of the Food Security Act of 1985, as amended, the PARTY OF THE FIRST PART,his heirs,successors,or assigns,shall conduct all agricultural operations on the Protected Property in a manner consistent with a conservation plan prepared in consultation with NRCS and approved by the Conservation District. This conservation plan shall be developed using the standards and specifications of the NRCS Field Office Technical Guide and 7 CFR part 12 that are in effect on Development Rights on the day of this conveyance. However,the PARTY OF THE FIRST PART may develop and implement a conservation plan that proposes a higher level of conservation and is consistent with the NRCS Field Office Technical Guide standards and specifications.NRCS shall have the right to enter upon the Property,with advance notice to the PARTY OF THE FIRST PART, in order to monitor compliance with the conservation plan. (B)In the event of noncompliance with the conservation . plan, NRCS shall work with the PARTY OF THE FIRST PART to explore methods of compliance and give the PARTY OF THE FIRST PART a reasonable amount of time, not to exceed twelve months, to take corrective action. if the PARTY OF THE FIRST PART does not comply with the conservation plan,NRCS will inform PARTIES OF THE SECOND PART of the PARTY OF THE FIRST PART'S noncompliance.The PARTY OF THE SECOND PART shall take all reasonable steps (including efforts at securing voluntary compliance and, if necessary, appropriate legal action) to secure compliance with the conservation plan following written notification from NRCS that(a) there is a substantial, ongoing event or circumstance of non-compliance with the conservation plan,(b)NRCS has worked with the PARTY OF THE FIRST PART to correct such noncompliance,and(c)PARTY OF THE FIRST PART has exhausted its appeal rights under applicable NRCS 3 aso+xe cae regulations. (C),If the NRCS standards and specifications for highly erodible land are revised after the date of this Grant based on an Act of Congress,NRCS will work cooperatively with the PARTY OF THE FIRST PART to develop and implement a revised conservation plan. The provisions of this section apply to the highly erodible land conservation requirements of the Farm and Ranch Lands Protection Program and are not intended to affect any other natural resources conservation requirements to which the PARTY OF THE FIRST PART may be or become subject. (iv) After the DEVELOPMENT RIGHTS have been acquired by the PARTY OF THE SECOND PART,any amendments to this Deed of Development Rights shall be authorized in writing by the United States of America. THE following covenants shall run with the land in perpetuity and shall be deemed pplicable,only if New York State funds are in fact received by the PARTY OF THE SECOND ART for the premises: (i) After the DEVELOPMENT RIGHTS have been acquired by the PARTY OF THE SECOND PART,any amendments to this Deed of Development Rights shall be authorized in writing by the N.Y.S.Department of Agriculture and Markets. THE PARTY OF THE FIRST PART,his heirs,assigns and/or party or parties in lawful possession of the premises subject to this deed of development rights,pursuant to lease,license, r other arrangement,covenant and agree that he shall defend,indemnify and hold the PARTY F THE SECOND PART and any of its officers, agents, employees, and,their respective uccessors and assigns,harmless from and against any and all damages,claims,losses,liabilities nd expenses,including,without limitation,responsibility for legal,consulting,engineering and ther costs and expenses which may arise out of(1)any inaccuracy or misrepresentation in any epresentation or warranty made by PARTY OF THE FIRST PART in the subject agreement nd/or this deed;(2)the breach or non-performance of any covenants required by the subject greement and/or this deed to be performed by the PARTY OF THE FIRST PART,either prior or subsequent to the closing*of title herein;(3)any action,suit,claim,or proceeding seeking oney damages,injunctive relief,remedial action,or other remedy by reason of a violation or on-compliance with any environmental law; or the disposal,discharge or release of solid astes,pollutants or hazardous substances;or exposure to any chemical substances,noises or ibrations to the extent they arise from the ownership, operation, and/or condition of the remises prior to or subsequent to the execution of the deed of development rights;or(4)the cts or omissions or negligence of the PARTY OF THE FIRST PART.This covenant shall run th the land in perpetuity. IF Federal grants and/or funds are used and/or reimbursed to the PURCHASER for this cquisition,the United States of America shall also be deemed to be an indemnified party under e indemnification as stipulated in the preceding paragraph,and the PARTY OF THE FIRST ART shall also indemnify the PARTIES OF THE SECOND PART and the United States of erica as to the following: Violations of any laws and regulations which are now or which may in the future become applicable and including,but not limited to the Resource Conservation and Recovery Act,as amended,42 U.S.C.6901 etseq.,the Federal Water Pollution Control Act, as amended, 33 U.S.C. §1251, ei seq., the Comprehensive Environmental Response,Compensation and Liability Act as amended,42 U.S.C.9601,et seq., the Toxic Substances Control Act, as amended, 15 U.S.C. 2601, et seq., the Federal Insecticide Fungicide and Rodenticide Act,as amended,7 U.S.C. 136,et seq.,and the Safe Drinking Water Act,as amended,42 U.S.C.300f et seq. (2)judgments,claims, demands,penalties or fees assessed against the United States;(3)costs,expenses and. damages incurred by the United States of America, or(4) the release or threatened 4 release of any solid waste,hazardous waste,hazardous substance,pollutant contaminant, oil in any form or petroleum product into the environment. This covenant shall run with the land in perpetuity. THE WORD"PARTY"shall be construed as if it read"PARTIES"whenever the sense_ f this indenture so requires. N WITNESS WHEREOF,the PARTY OF THE FIRST PART has duly executed this deed he day and year first above written. n Presence Of: ERT(jRtCOW,Executor ast Will and TeqAent of ntone J.Grigonis,Jr. TATE OF NEW YORK ) ss.: OUNTY OF SUFFOLK' ) On the 30°i day of August ,in the year 2012 ,before me,the undersigned, ersonally appeared Robert Grigonis ,personally known to me or proved to me on the basis f satisfactory evidence to be the individual whose name is subscribed to the within strument and acknowledged to me that he/she executed the same in his/her capacity,and at by his/her signature on the instrument,the individual,or the person upon behalf of hich the individual acted,executed the instrument. &d Sign9pam a QfficeofIndividual Tak ng Ac o ledgment WENDY P.STETTINE Notary Public,State of New York No.30-4842045 Qualified in Suffolk ecord and Return to: Commission Expires August 1,2013 Bob Zaher Dept.of Economic Development and Planning,Div.of Real Property Acquisition&Management H.Lee Dennison Bldg.-2nd Fl. P.O.Box 6100 Hauppauge,New York 11788 5 mmza area . Chicago Title Insurance Company SCHEDULE A (Description) TITLE #: 12-38-0150-9457 (AS TO PART OF LOT 005.001) All that certain plot,piece or parcel of land,situate,lying and being in Southold, Town of Southold, County of Suffolk and State of New York bounded and designated as follows: BEGINNING at a point on the intersection of Southerly R.O.W. line of Old North Road with the Westerly line of Railroad Avenue (Youngs Avenue) ; RUNNING THENCE in the Southerly direction along the Westerly side of Railroad Avenue (Youngs Avenue) 218.53. feet to the point or place of beginning; THENCE the following six (6) courses and distances 1) THENCE South 15 degrees 15 minutes 00 seconds East 100. 71 feet; 2) THENCE South 11 degrees 19 minutes 40 seconds East: 506,. 91 feet; 3) THENCE South 63 degrees 43 minutes 20 seconds West 824 . 11 feet; 4) THENCE North 47 degrees 52 minutes 00 seconds West 174.26 feet; 5) THENCE North 33 degrees 01 minutes 50 seconds East 854 .44 feet ACT (P.M. 847.17) ; 6) THENCE North 65 degrees 31 minutes 20 seconds East 303 .64 feet to the point or place of BEGINNING . f Chicago Title Insurance Company SCHEDULE A (Description) TITLE #: 12-38-0150-94S7 (AS TO PART OF LOT 008.005) All that certain plot,piece or parcel of land,situate,lying and being in Southold, Town of Southold, County of Suffolk and State of New York bounded and designated as follows: BEGINNING at a point on the intersection of Southerly R.O.W. line of Old North Road with the Easterly line of Railroad Avenue (Youngs Avenue) ; ' RUNNING THENCE in the Southerly direction along the Easterly side of Railroad Avenue (Youngs 'Avenue) '543 . 11 feet to a point; THENCE North 77 degrees 30 minutes 20 seconds East 598.53 feet to the point or place of beginning; THENCE the following nine (9) courses and distances: 1) THENCE North 77 degrees 30 minutes 20 seconds East 430.08; 2) THENCE North 16 degrees 51 minutes 50 seconds East 82.10 feet; 3) THENCE South 76 degrees 19 minutes 50 seconds East 62.36 feet actual (F.M. 61.08) ; 4) THENCE South 15 degrees 00 minutes 00 seconds West 180 .00 feet actual (F.M. 181.62) ; 5) THENCE South 71 degrees 56 minutes 00 seconds East 427.84 feet; 6) THENCE South 05 degrees 09 minutes 10 seconds West: 242 .07 feet actual (F.M. 240.80) ; 7) THENCE South 88 degrees 35 minutes 30 seconds West 754 .32 feet deed and actual (F.M. 752.23) ; 8) THENCE North 11 degrees 34 minutes 10 seconds West 128.40 feet; 9) THENCE North 12 degrees 29 minutes 40 seconds West 290.27 feet to the point or place of BEGINNING. I I!lllll IIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIII IIII I IlIIII IIIII!IIII Ill!IIII SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: EASEMENT Recorded: 09/26/2019 Number of Pages: 5 At: 02:06:52 PM Receipt Number : 19-0160428 TRANSFER TAX NUMBER: 19-02752 LIBER: D00013025 PAGE: 755 District: Section: Block: Lot: 1000 055.00 02.00 008.016 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $1.00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $25.00 NO Handling $20.00 NO COE $5.00 NO NYS SRCHG $15.00 NO TP-594 $5.00 NO Notation $0.00 NO Cert.Copies $6.25 NO RPT $200.00 NO Transfer tax $0.00 NO Comm.Pres $0.00 NO Fees Paid $276.25 TRANSFER TAR NUMBER: 19-02752 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County ao RECORDED 2019 Aug 26 02:06,52 PPi Number of pages JUDITH A. PASCALE CLERK OF SUFFOLK COUNTY This document will be public L D00013025 record.Please remove all P 755 Social Security Numbers DT# 19-02752 prior to recording: Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/filing Stamps 3 F FEES Page/Filing Fee Mortgage Amt. 1.Basic Tax. Handling 20 2. Additional Tax TP-584 Sub Total Spec./Assit. Notation or EA-52 17(County) Sub Total Spec./Add. EA-5217(State) TOT.MTG.TAX n(90 i Dual Town Dual County R.P.T.S.A. vC Held forAppointme Comm.of Ed. S. 00 Transfer Tax LC.�rtlfi,d • ,. Mansion Tax The property covered by this mortgage is opy or will be improved by a one or two 15. 00 NYS Surcharge (� [�� family dwelling only. Sub Total 1 l T YES orNO Other Grand Total � � if NO,see appropriate tax clause on page# of this instrument 4 Dist.10C 3935437 100'I0 05500II {0II200 008016 5 Community Preservation Fund Real Property P T S IIIUI�IIIIIIIIIII�UI�lu�llu��1�I��D CConderation PFTaxDue Amosnt$ Tax Service R POL A UU 1 UU u Agency 21 AUG-1 Verification // pp Improved 6 Satisfactions/Dlscharg RECORD es Ust P o Owners Mailing Address Vacant Land PSEGLI-Real Estate 175 E.Old Country Rd TD Hicksville, NY 11801 TD TD Mail to:Judith A.Pascale,Suffolk County Clerk 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name V-N G www.suffolkcountyny.gov/clerk Title# 8 Suffolk County Recording & Endorsem t Page This page forms part of the attached Underground Electric Easement Agreement made by: - (SPECIFY TYPE OF INSTRUMENT) Robert Grigonis The premises herein Is situated in SUFFOLK COUNTY,NEW YORK. TO In the TOWN of Southold Long Island Lighting Company,dba LIPA In the VILLAGE or HAMLET of Southold BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. over UNDERGROUND ELECTRIC EASEMENT THIS INDENTURE,made the�day of f/ .4-/t 201�by and between ROBERT GRIGONIS 4406 OLD NORTH ROAD SOUTHOLD,NEW YORK 11971 (hereinafter referred to as"Grantor"),and LONG ISLAND LIGHTING COMPANY d/b/a LIPA("LIPA"),a New York corporation,having its principal office at 333 Earl Ovington Div&,Suite 403,Uniondale,New York 11553(hereinafter referred to as"Grantee').(Grantor and Grantee are collectively referred to herein as the "Parties".) WITNESSETH,that Grantor,in consideration of one(S 1.00)dollar and other good and valuable consideration paid by Grantee,does hereby grant and release unto Grantee,its successors and assigns,forever,an easement and right-of-way on, over,under,across,through and along certain portions of the land of Grantor lying and being in SOUTHOLD,Town of SOUTHOLD,County of SUFFOLK,State of New York,located in DISTRICT 1000,SECTION 055.00,BLOCK 02.00, and LOT 008.4and shown on trap of said land entitled"CLUSTER CONSERVATION SUBDIVISON FOR PROPERTY OF THE ESTATE OF ANTONE GRIGONIS",(the"Property"). A copy of said map and/or legal written description,on which are now shown the location and width of the said easement and right-of-way herein granted(the"Easement Area"),is attached hereto and made a part hereof as"Exhibit A". Said easement and right-of-way herein granted include the following rights and privileges: FIRST: The permanent and perpetual easement,right,privilege and authority to construct,reconstruct,relocate, operate,repair,maintain and,at its pleasure,remove underground or grade level electric systems including but not limited to transformers, switchgear, manholes,conduit and cable together with the necessary appurtenances and accessories as said Grantee may now and from time to time deem necessary all within the Easement Area. SECOND: The right to attach to the electric lines installed or to be installed thereon other wires and appurtenant facilities for the purpose of providing electric service to Grantee's other consumers. THIRD: The right to permit the installation in the Easement Area of wires and facilities of public utility companies or others and to convey to such other companies an interest in the easement and right-of-way herein granted. FOURTH: The privilege of such access from the street over the balance of Grantor's property as is necessary for the enjoyment of the easement and right-of-way herein granted. FIFTH: Grantor agrees not to erect or maintain within the Easernent-Area any building,structure or physical obstruction of any kind,including trees and shrubbery,or permit the same to be so erected or maintained,except such as Grantee may specifically consent to in writing,which consent shall not be unreasonably withheld or delayed. SDCTH: The cables,conduits,manholes,transformers,switchgear,vaults and other appurtenances,as from time to time installed,constructed and maintained by Grantee in the Easement Area shall at all times be and remain the property of Grantee, and be maintained and serviced exclusively by Grantee,its successors and/or assigns. SEVENTH: Grantor covenants that it is seized of the Property and,for itself,its successors and assigns,forever warrants its title thereto and will defend the easement and right-of-way herein granted,forever,against all lawful claims and demands. The easement and right-of-way herein granted are exclusive and shall be binding upon and inure to the benefit of the successors and assigns of the respective parties hereto. IN WITNESS WHEREOF,Grantor has us d these puss t Nto be duly executed the day and year first above written. OBERT GRIGONIS TITLE: EXECUTO STATE OF NEW YORK ) )ss: COUNTY OF�Afk On the 1 t-h day of ,fiLL!/1 Cll r in the year 2013 before me,the undersigned,personally appeared Q 1 iP.t^t G n Gnu.r S personally known to me or proved to me on the basis of satisfactory evide ce to be the individual(s)whose name(s)is(are)subscribed to the within instrument and acknowledged to me that r&she/they executed the same irr1goher/their capacity(ies),and that b uy�r�, edtheir signatures(s)on the instrument,the individual(s),or the person on behalf of which the individual(s)acted, executed the instrument. Notary Signature Sp►1mQi p F M-DOM1 Notary Stamp&Expiration Date: SABRINAIA BORN Notification#900000068769NOtoy Public,gtm of New York No.01BOU17M SuRolk County (?onnNs on Ertp M Dec.22,20 DESCRIPTION OF A 25 FOOT RIGHT OF WAY BEING PART OF LOT 4 AND UTILITY ACCESS EASEMENT FOR LOTS 2,3&4 'CLUSTER CONSERVATION SUBDIVISION FOR PROPERTY OF THE ESTATE OF ANTONE GRIGONIS' SCTM#1000-55-02-P/O 8.16 ALL THAT CERTAIN PLOT,PIECE,OR PARCEL OF LAND,SITUATE,LYING AND BEING ATSOUTHOLD,TOWN OF SOUTHOLD,COUNTY OF SUFFOLK AND STATE OF NEW YORK,KNOWN AND DESIGNATED AS AND BEING PART OF LOT 4 AS SHOWN ON A CERTAIN MAP ENTITLED'CLUSTER CONSERVATION SUBDIVISION FOR PROPERTY OF THE ESTATE OF ANTONE GRIGONIS',BEING MORE PARTICULARY BOUNDED AND DESCRIBED AS FOLLOWS: BEGINNING AT POINT ON THE EASTERLY LINE OF YOUNGS AVENUE(RAILROAD AVENUE)ALSO BEING THE NORTHWESTERLY CORNER OF LOT 4 ALSO BEING THE NORTHWESTERLY CORNER OF A 25 FOOT RIGHT OF WAY AS SHOWN ON THE AFORESAID MAP,DISTANT 543.11 FEET AS MEASURED IN A SOUTHERLY DIRECTION FROM THE INTERSECTION FORMED BY THE SOUTHERLY LINE OF OLD NORTH ROAD WITH THE EASTERLY LINE OF YOUNGS AVENUE(RAILROAD AVENUE); RUNNING THENCE FROM SAID POINT AND PLACE OF BEGINNING ALONG THE NORTHERLY LINE OF SAID 25 FOOT RIGHT OF WAY ALONG LANDS NOW OR FORMERLY OF SALMON AND JOHNSTONE AND LANDS OF HENNESSEY AND FONTANA,NORTH 77 DEGREES 30 MINUTES 20 SECONDS EAST A DISTANCE OF 598.53 FEET TO A POINT; THENCE SOUTH 12 DEGREES 29 MINUTES 40 SECONDS EAST A DISTANCE OF 25.00 FEETTO A POINT; THENCE SOUTH 77 DEGREES 30 MINUTES 20 SECONDS WEST A DISTANCE OF 100.00 FEET TO A POINT AND THE BEGINNING OF A CURVE TO THE LEFT; THENCE ALONG SAID CURVE TO THE LEFT HAVING A RADIUS OF 25.OD FEET AND DISTANCE OF 39.27 FEET TO A POINT; THENCE SOUTH 77 DEGREES 30 MINUTES 20 SECONDS WEST A DISTANCE OF 2S.00 FEET TO A POINT AND THE BEGINNING OF A NON-TANGENT CURVE TO THE LEFT; THENCE ALONG SAID CURVE TO THE LEFT HAVING A RADIUS OF 25.00 FEET AND DISTANCE OF 39.27 FEET TO A POINT; THENCE CONTINUING ALONG THE SOUTHERLY LINE OF SAID RIGHT OF WAY ALONG THE NORTHERLY LINES OF LOT 2 AND LOT 3 FOR UTILITY ACCESS, AS SHOWN ON THE AFORESAID FILED MAP SOUTH 77 DEGREES 30 MINUTES 20 SECONDS WESTA DISTANCE OF 424.04 FEET TO A POINT AND THE EASTERLY LINE OF YOUNGS AVENUE(RAILROAD AVENUE); _ THENCE NORTH 11 DEGREES 19 MINUTES 40 SECOND F F 2S.01 FEET TO THE POINT AND PLACE OF BEGINNING. - ,9 �5.Mer�G '' I ONTANA R(1��0� HENNESY 8 TE WATER LhNE "J o00 NIOIF TO1N"'ORP0-fs .598.53' O� SAI M JOHNSTONE 25' RINp OTNER UTILITY EA . IRoyEDI Z5'`Rim iw 00' 10 ON 1 A �R=25,00' Q a NIOW ; wn 1• L-3 o9=27' Yl. Ul ROAp q ti� \'ys 17.30•&0 r 30 1424 04' g o ham' 25.00' N Q - N, 77• ¢�, m 0 _ TER LINES WIYN 1p00_55-02'S� Lo-r LA 299.04 •30'20• Vl• PROP• AT RATIO14 , S.7T 1• µIN. 5 LJFFOLK NZ A —`SI pO0'55-02•e% STY OF S'f PJG77 {I)EV O EL u; EN 0 2 rn SOT ..g.f2 . m 1000-55`p2�8.I1 IOpO_g5�O2 • X m o0 301.T'�' L-OT O �• � I i'J0.06' 1 (\ UOT O 150.06 3 j0 00`55,p2.g1 •90 - OF ANY ALTER TON R ATNER O 7R 15TATE EDUCATION LALAWN 30A EXCEPT AS PER SECTION 7209-SUBDIWSION 2. ALL CERIMCARONS HEREON ARE VALIO FOR 7741S MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURLEYOR SURVEY OF, 14HOSE SIGNATURE APPEARS HEREON. " y GRIGONIS FARM ROAD 0OFNEpV FOR Al.MET,O g OF NEIV UTILITIES EASEMENT yo AT SOUTHOLD g=MONUMENT TOWN OF SOUTHOLD * �.•f - LOT.NUMHERS ARE REFERENCED TO 'CLUSTER CONSERVATION SUFFOLK COUNTY, N.Y. * a LI NO. 4961C T DESfGNATED.FORK MATES'SUFFOU( COUNTY FILE I000 - 55 - 02-- P/O 8.16 �b•4�8 SCALE-' I*= 60' LAW) IRS, P.C. 0 FAX(631) 765 -1797 OCT, N, 20l8 /9 0- TR EL ER STREET SOUTHOLD, N.Y. 11971 06-185 1'9 � 3 F tub +d '01E i Ra1e.wnY� 't�"" •• to mitts '•s9e�� - a H OF VIA 0�0 MON pHNSfO ,. 25' uTiUtY valRavfA� 25'. � 0.00 N101F SAL s �° �cwsr'.r. , ` TEF LDS 2�8.t zsA0n. :,,co 'w'3.eR��paRaTwN, t000.ss-0 6 LOT R 9.� .� rvZ• 40T 2 c 000.55-p2-8.14 �000'� at LOT o LoY o LOT $ 55,OZ.8.13` MJrALMtAXW0*'A0d"6l►0 ei2'9UtWii$A MGt+iMN. / •� • .Soot' of SECIM 7209'Dl 1W 19W MW S1x7£EWCAMW.LAW. Wootxcml As 1fR SEc71p!•7209-SEOWNSM 1.Au CMM7CAIWW l+tRLOM�ARE t�l,p fdl MAP-AND CarE3 viomw Dar Jr. SAS YAP d►COpAES BEARS'XlR ZEpIL D,suvor Aa SMAIn R _ MIlOS[•SHiWTLWF APP£A SURVEY OF• - GRIGONIS FARM ROAD FOR ��pFNEW Ll71UTfE5 EASEMENT we AT SOUTH.OLD _ /'MGWWENr TOWN OF SOUTHOLD 'torA�I��MS W 0 C� v� SUFFOLK COUNTY, N.Y. Sl�6WMMMW.N0At?l.FTrYt![Emmol St�fOLX C01MiY fL9 P£C N0 49818 ND.NOT:O£SpNA tt�." 1000 - 55 - 02—ei 4i Bd$ 8.B.!6 , • pDCT ALE?.I'� s� P a). i 765-1797 T7?£ET SOu7%t Q, N,Y, '!!97! 06-185 Iflllil IIII 11111 lli!!IIIII Ilill Ilfll lllll IIIII IIII IIII . I(IIIII IIIII Illll IIII IIII SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DECLARATION Recorded: 06/14/2010 Number of Pages: 12 At: 04:17:26 PM Receipt Number : 10-0070014 LIBER: D00012627 PAGE: 764 District: Section: Block: Lot: 1000 055.00 02.00 008.005 EXAMINED AND CHARGED AS FOLLOWS Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $60.00 NO Handling $20.00 NO COE $5.00 NO NYS SRCHG $15.00 NO TP-584 $0.00 NO Notation $0.00 NO Cert.Copies $7.80 NO RPT $50.00 NO Fees Paid $157.80 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County I I I i I i a eaMus nrwwrnnwonpre.p11lM1Meinneeleeriamwnyc .ee R9,fOacBBIr.Gynm1 eb19.Hr ItY�.1Ttll.y..ts]Ile'a1.gY,aNry wPlromMma.Mean e°iH s n velllC.0 pulmnm mp•m Bann aoawe M Ntflxuw a»aW T .eeW]Op nr8tl'tleaN••.trdr,.,aa.2 t¢'a4p,erNaINGtlPeonLsr W µ H"^" rea aexwacsem.w,.ma avw.vM nvul.+Taery..tear.a.,e.rP r,arl.n.a.Mw a eorH nr.veRrrc..aa•m,m m..a san,awan a aarrwur a...,a r err siaa aaroResea r'Mrr smeaw(tTsna teaneya.aslne ar�aa rP am rtaa Mw m eolH.ar w vamrx A�m ma rw mm.aw.m a m[rsrvr y rrr 91 rr,rTac (800)700-4788 First Floor Framin techplans@eewp.com Floor Ewa(Flush)-- ceT,ui w.mr oerna ra:2ee wrHemrrz.rn J5 Q1314 2.5 16 8 Is" raasos�eroa wrnteueartm Al OJ314 2.6 18 8 1200 JB OJ314 2.5 18 23 14" ct..r va.rroamer n.sr JB 0014 2.5 15 17 is" J4 OJ314 2.5 18 1 2 2 Is." "'iie"°P1"TO1O1°F M00R`O J16 OJ414 3.5 18 28 22-00 .� J17 0J418 3.5 18 8 22-00 As O.418 3A 18 2 2200 mT,LL rn6 tsnraN.a J14 O.M18 3A 18 7 2 14 24" �1�� _• 113 OJ418 3.8 18 13 24" N°inLr�ro r'r• \ At1F60 2A 16 t1 200 vrHc tuesn owrs•wai wH r�r J2 KBO 25 /8 / 88o E J3 NeD 2A 18 3 sect A NI-00 2.5 18 2 1080 °. _ I>= INSTA 19 FB tlVM Frw 1ALK 1.75 18 1 2 2 12430 WARNING FORA PE FS ~Frwr 1.8 LK 1.75 18 / 3 �(70P AND BOTTOM) FB WM Freer 1.8 LK 1.75 18 1 3 7 1800 emerM,aaan gawnr F4 V"VAM Feeer 1.8 LK 1.75 18 1 2 2 lis" aaewn Reinforcement STdrt� For RelMaurmnt please nlr to the ffi'�0®' D7 West Fraser 1.e LK 1.75 I 825 I 3 3 3D0-0 calculatan sheets. OB 'West F..,1.8 LUL 1 1.751 11251 1 1 3 1. R7 N R7 Norbor°Rxhbo d1.125X 1.125 18 1 M 1200 3 i6 1 ha `- B7 IN 2.1 1.1 LMn I I W_ 1 51-0-0 MHI 1 H0 6412 Double 12"o.c joists needed 13 IU83.5&18 12 1usawme due to tile loading in master 7 11W1L2 — Beam larger than spec'd bathroom due to loading conditions 51a I I Siwt 16"pc ct StructunPRO LK 2oE SA 33 1 10 _ - -- ._ 35 X 55' --_— R7 Ce sWctunPR0 LK 20E 5.5 525 1 10 — ------- _— 5.2SX5.5 J16 R1 t C7 St-1. LK 2oE 725 5.2V X 525 1 10 — RI _ - I Z ffi � Q r�T— "�.n.....�_•~�-'— 3 1 J13 18 16' xJ Z 00 a .... m O L.L O CDs (�.J . t�.t R1 N � O N Beam needs to be split e..•. t-h O � �. �) here, to loading REVISION DATES: conditions above CJOI��N�� A F5 M1 a 1 Builder Speonk Lumber a Fe Sales Rep Bob Barauskae Designer Chad Miller x Created Be September 14,2021 Al IrO 144 16' R1 -' rc ee•pn Me ASD(USA) r..•.,a,. 9uwinp cove IRC 2018 osna ao R�wus .V-2 Loads one 40 . k LLS 15 R1 J16 R1 Deflection Joist MILL usPn a 480 aan v 240 0Deflection Flush Girder usan u 360 OCrti WCe p�,�y� R1 Wean U 240 OPEN JOIST TRIFORCE®and OPEN JOIST 200M are in accordance with ICC 2015 and NDS-2015. Deflection Dropped Girder OPEN JOIST TRIFORCE®and OPEN JOIST 20008 have been evaluated by ICC(report#ESR-2999)& uap.,u 380 (report#ESR-1035)and are quality controlled by a qualified third DRAWN BY party agency.Parts are TL can u 240 a ¢� joined together with phenoper quality adhesives.Lumber used for diagonal and vertical web chordmembers is Deflection Header visually graded in-plan)as per quality control manual.Asub-floor must be attached to the top chord uewn u 360 member according to the building code.If specified,strong backs must be of dry lumber and attached to the \ n Ban a 240 joists,according to current practice.Required bearing length must be determined for each application 1 T R 1 FORCE Decking ocvA wC2 ,X,a,c• based an specifications by the manufacturer and must never be less than 1.5 inches.OPEN JOIST 2000® oedsV 058 must be used under dry conditions.Refer to the specifications by the manufacturer for details at installation. Project 21-2924SP a..,.+a_..Boa.,.a.r.,.a.a.w...m.,....,od..�.�.,.,,ta..M,m�.,no.mA...a•,wa,.n..<,.b,a.,amw.an...,,,«d,�„�«.erm Second Floor FraminaRNhrtwwkTbN TRI FORCEss <E> (Flush) ���'ww,looMuq at,�epb wpi rive lnmmada arm mma rpM1t ti>♦ Avl,.nzt„em�m,�.xrux.e.m,vxx,uno,,,.nwam unwwonmw.m eamr.n.m cam�t osemw,w.rra.rrrxe \� v F1 OJ314 25 16 7 9.00 rw,cu rva;.o Dent ra.x J5 OJ314 25 16 • aoo J7 0J314 25 16 1t 1200 OPEN JOIST TRIFORCE®and OPEN JOIST 20000 are in accordance with ICC 2015 and NDS-2015. J10 OJ314 25 15 1 1200 24' J12 OJ315 2A 1a 3 /600 OPEN JOIST TRIFORCEQD and OPEN JOIST 2000®have been evaluated by ICC(report#ESR-298B)6 (800)700�788 J1a OJ427 35 1a 11 2300 (report#ESR-1035)and are quality controlled by a qualified third DRAWN BY parry agency.Parts are As OJ420 3.5 16 3 2 6 2600 'pined together with phenol-resorcinol adhesives.Lumber used for diagonal and vertical web members is - tech plans@eewp.com JIM IOJ420 3JS is 1 2 2 1 2500 visually graded in-plant as per quality control manual.A sub-floor must be attached to the top chord member according to the building code.If specified,strong backs must be of dry lumber and attached to the s gists,according to current practice.Required bearing length must be determined for each application ° ARMJ] WOC) 25 1 16 1 a." based on specifications by the manufacturer and must never be less than 1.5 inches.OPEN JOIST 20009) A .rsEwrx must be used under dry conditions.Refer to the specifications by the manufacturer for details of installation. F2 Strud-PRO LVL20E 5.25 15 1 1800 ,ry rvErmu,..*,ory ou•.�r rwwro F7 WM 1-1.8 LVL 1.75 _ F3 VMMF—IALVL 1.75 18 2 2 4 800 •� '- FB VVMFr-IALVL 1.75 78 2 2 4 12" IILWETwswaxar�er� LVIASL(Dropped era ors �1 DRIV32R0 LVL20E 1.75 7.25 7 3 3 /000 �nK..esr cal sETi xeiasuu roa�mwii.�rwm MDRS Shudure 0LVL2AE 1.75 7.25 1 3 3 1400 uw,m�mor auawx,urwwaxr r r� De Stnad-PROLVL20E 1.75 20 1 2 211,041. urea owaurnamrntrcmt DO V"Fnw 1A LVL 1.75 9215 1 3 3 1200 ��ruraoamww.Mcne HDR6 V"I—to LVL 1.fi 1125 1 3 3 600 HOR7 Fiver 190A 1.75 1125 2 3 6 100.0 rtumrm aacnax Avers*uw xa"a'ar' ..•._ MOM WPM Fraser IA LVL US 1125 1 3 3 1400 w _ter DB Vswt F-1ALNL 1.75 11. 1 3 3 2D00 S.^ iC7.SCr HDRB W"F-1.8LVL 1 1.75 1 11.675 1 3 3 is." WARNING FOR APR INSTALUTION 7y (TOPAND BOTTOM) Descrilatlon R1 Nabwtl Rimt»er01.125X 1 1.125 to 1 5 1 1' • ��ry 16 Reinforcement �- Fw RNnMrarrrR PMaa rNr m tlw WalWsnNwb. 01 INM I Z51 to Urm MrW 2800 HELM � H1 3 HGUS412 �it'JL5t1�Y M2 10 IUS3.66H8 Min His1 HUCO412806 144 to IU625N16 Min H7 1 HW14-2 Mal ceTClumn IDR6 D5 ce StrudurrPRO LVL20E 1 5.5 5.25 1 1 1 10 s2s x as Q $ b !n �i 31ti 16, R1 11.7 HDR6 or�ut rvoxmee N _ ..... ... ... .... .............................. ..... J76 , y R + 2 ® - N oerAt xo.+e avui we BBO C N o z o r - J20 4 c N NCY) 7 . r.y...... _ / O _ w REVISION DATES: Builder LJ _-- & Sales Rep Bob Barauskas �� ---- I HI Designer _ w.._.r....r.�...rw. In r -- - Created r-- J7 September 14,2021 �•, .Zs'x Hi sea - �� I pary,Mxlwa r ASO(USA) Fi BUUrzq Coae IRC 2018 Loads �..rwr,�•r,.. �..,rr•TTrn.r. - - -— L g o..a 130 0 '� Deflection Joist so.ry a 240 J10 ii n Dtbfleary a 240 ection Flush Girder LL sqn u 360 tXrat race at r¢e No n epen u 240 ; Deflection Dropped Girder ..�r Tr,r C i4 r..wr••T r,r De LL apanu 240 J7 Fil aeo eeosoinDeflection Header rase,u e u 3B0 TL epn U 240 Deciding o.om� oss IXfAL rK� ocrn seat• 1 21• 107z 1 21 - a Project 21-2924SP ------------- ao ae M LAX airj - 1 � 'Tgig E i P. N.O.ALL TRUSS TO Truss Connector Total List e rIALL CONNECTOR Manuf product my e $ MPSON ONE H2.SA H10A 20 n Simpson HUS26 11 LGT2 2 n E 9 LUS24 10 Simpson LUS26 9 " ; One H2.SA 115 Q s One HTS20 4 y€ M. 24 LAYOUT FOR QUOTE ONLY 9-24-21,NOT FOR CONSTRUCTION Roof Truss Placement Plan Architect/Engineer/Builder shall review all pitches,spans,overhangs,heel heights,loading,bearing locations, ; CScale:;s=1Q _ attic room sizes,heater and attic access locations,etc.prior to fabrication. rill Job Truss I russ I ype y 12109139B-Nuai Residence,Southold,NY 21091398 M001 Monopitch Supported Gable 1 1 Job Reference(optional) 8.410 s Mar 19 2021 MiTek Industries,Inc. Fri Sep 2415:49:18 2021 Page 1 ID:TOc6P4r2coWY6eBQ7XrjeMyabBx-tmKWKuJgj3sQrl2X17VcUMseQCgOSWeIAoO_NZyaW VN 038 -2-0-0i, 14-0-0 i 2-0-0 13-" 038 Scale=1:101.0 12.00xj 1 I 10 11 2x4 II 1x4 II 4x4/i 1x4 II 78 1x4 II 6 1x4 II 5 10 1x4 II 4T 9 5 6x6=dI2 4 3 2 2 'ryYj 19 18 17 16 15 14 13 12 3x8 MT18HS II 1x4 11 1x4 11 2x4 II 1x4 11 1x4 11 1x4 11 6x6= 14-0-0 14-0-0 Plate Offsets(X Y)— [2:0-2-8 Edge] [7:0-2-0 Edge] [18:0-2-8 0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL) 0.01 1 n/r 120 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.11 Vert(CT) -0.01 1 n/r 120 MT18HS 197/144 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(CT) -0.05 11 n/a n/a BCDL 10.0 Code IRC20181TPI2014 Matrix-S Weight:127 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-10 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x3 SPF No.2'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: W3:2x6 SPF No.2 5-10-9 oc bracing:18-19. OTHERS 2x3 SPF No.2'Except` WEBS 1 Row at midpt 9-13,8-14,6-15,5-16 ST6,ST5:2x4 SPF No.2 2 Rows at 1/3 pts 10-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 14-0-0. (lb)- Max Horz 19=733(LC 12) Max Uplift All uplift 100 lb or less at joint(s)11,12,13 except 19=-464(LC 10), 14=-116(LC 12),15=-107(LC 12),16=-107(LC 12),17=-135(LC 12),18=-853(LC 12) Max Grav All reactions 250 lb or less at joint(s)11,12,13,14,15,16,17 except 19=1173(LC 12),18=489(LC 10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-19=-1861/835,2-20=-1088/575,3-20=-1073/595,3-4=-1001/495,4-5=-796/398, 5-6 623/312,6-7=-449/214,7-8=-434/228,8-9=-266/138 BOT CHORD 18-19=-1009/500 WEBS 4-17=-201/271,2-18=-803/1619 NOTES- 1)Wind:ASCE 7-16;Vult=152mph(3-second gust)Vasd=120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. 11;Exp B;Enclosed;MWFRS(directional)and C-C Comer(3E)-1-9-3 to 1-2-13,Exterior(2N)1-2-13 to 14-0-0 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)All plates are MT20 plates unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Bearing at joint(s)11 considers parallel to grain value using ANSI1TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10)[P�lrovilde mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)11,12,13 except Con on on p 9�;4=116,15=107,16=107,17=135,18=853. Job TrUSS I ruse I ype I Qty Ply 2109139B-Nuzzi Residence,Southold,NY 2109139E M001 Monopitch Supported Gable 1 1 Job Reference o tional 8.410 s Mar 19 2021 MTek Industries,Inc. Fri Sep 2415:49:18 2021 Page 2 ID:TOc6P42coWY6eBQ7XrjeMyabBx-tmKWKuJgj3sQrl2Yd7VdJMseQCgOSWelAoO_NZyaW VN NOTES- 11)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job I fuss I fuss I ype I Qty I Ply 12109139B-Num Residence,Southold,NY 2109139B M002 Monopitch 7 1 Job Reference(optional) 8.410 s Mar 19 2021 MiTek Industries,Inc. Fri Sep 2416:61:12 2021 Page 1 I D:TOc6P4r2coW Y6eBQ7XrjeMyab8x-7H kZpgFK3BnSP3_KK77Z?ZhHALJ We8wQDd3W kiyaVbL 0.3-8 -2-0-0 7-2-12 , 145-8 2-0-0 6-114 7-2-12 0-3-6 4x6 II Scale=1:100.6 4 12.00 FIT g T 5x10 3 7? 4 6x6= 8 2 1 W2 7 6 10 5 4x4 II 4x4= 6x10= 7-2-12 145 8 7-2-12 7-2-12 Plate Offsets(X Y)-- [2:0-2-8 0-2-4] [3:0-5-0,0-3-4] LOADING(psfl SPACING- 2-0-0 CS1. DEFL in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.71 Vert(LL) -0.09 5-6 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.45 Vert(CT) -0.13 5-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight:132 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x3 SPF No.2"Except" BOT CHORD Rigid ceiling directly applied or 6-5-15 oc bracing. W5:2x10 SP 240OF 2.0E WEBS 1 Row at midpt 3-5 2 Rows at 1/3 pts 4-5 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=688/0-5-8 (min.0-1-8),7=858/0-5-8 (min.0-1-8) Max Horz7=736(LC 12) Max Uplift5=489(LC 12) Max Grav5=953(LC 17),7=858(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-8=-642/0,3-8=-493/20,4-5=-255/236,2-7=-795/0 BOT CHORD 6-7=-815/561,6-10=-304/429,5-10=-304/429 WEBS 3-6=-72/328,3-5=-708/507,2-6=-208/539 NOTES- 1)Wind:ASCE 7-16;Vult=152mph(3-second gust)Vasd=120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. ll;Exp B;Enclosed;MWFRS(directional)and C-C Exterior(2E)-1-9-3 to 1-2-13,Interior(1)1-2-13 to 14-4-4 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and farces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 4)All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 5)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)5.This connection is for uplift only and does not consider lateral forces. 6)H1OA Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)7.This connection is for uplift only and does not consider lateral forces. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job fuss I Russ I ype Qty Ply 2109139B-Nuai Residence,Southold,NY 2109139B M003 Monopitch 1 1 Job Reference(optional) 8A10 s Mar 19 2021 MZ'ek Industries,Inc. Fri Sep 2415:49.23 2021 Page 1 ID:TOc6P42coWY6eBQ7XrjeMyab8x-Dk7PNbNpXbVx3xVYg5nAPaPEDQK7fLUK4512myaW VI 03-8 7-11-12 15-11-8 - 7-8-4 7-11112 0-3-8 4x6 11 Scale=1:101.3 4 12.00 12 9 T 6x10 3 7 W4 �77 T 4x8/i 6 2 07 1 1 7 6 10 5 4x4 II 4x4= 6x10= 7-11-12 1511-8 7-11-12 7-11-12 Plate Offsets(X Y)— [2:0-2-0 0-1-8] [3:0-5-0 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL) -0.13 5-6 >999 240 MT20 1971144 TCDL 10.0 Lumber DOL 1.15 BC 0.55 Vert(CT) -0.20 5-6 >931 180 BCLL 0.0 * Rep Stress Incr YES WB 0.95 Horz(CT) -0.02 5 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix-S Weight:133 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-4 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x3 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 4-11-9 oc bracing. W5:2x10 SP 240OF 2.OE,W1:2x6 SPF No.2 WEBS 1 Row at midpt 3-5 2 Rows at 1/3 pts 4-5 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=765/0-5-8 (min.0-1-11),7=849/1-10-8 (min.0-1-8) Max Horz7=798(LC 9) Max Uplift5=-445(LC 9),7=-93(LC 13) Max Grav5=1088(LC 17),7=1078(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-8=-1093/174,3-8=-773/272,3-9=-554/461,4-9=-485/508,4-5=-485/447, 2-7=-963/256 BOT CHORD 6-7=-1386/1277,6-10=-530/677,5-10=-530/677 WEBS 3-6=-4/403,3-5=-801/465,2-6=-605/863 NOTES- 1)Wind:ASCE 7-16;Vult=152mph(3-second gust)Vasd=120mph;TCDL=6.Opsf;BCDL=6.Opsf,h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp B;Enclosed;MWFRS(directional)and C-C Exterior(2E)-0-9-3 to 2-2-13,Interior(1)2-2-13 to 15-10-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 4)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)5.This connection is for uplift only and does not consider lateral forces. 5)H16 Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)7.This connection is for uplift only and does not consider lateral forces. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)H16 Hurricane tie must wraparound the underside of the wall plates. For trusses between 3:12 and 7:12 slope. LOAD CASE(S) Standard Job I russ I fuss I ype Qty My 2109139B-Nuai Residence,Southold,NY 2109139E M004 Monopitch 2 1 Job Reference(optional) 8.410 s Mar 19 2021 MTek Industries,Inc. Fri Sep.2415:49:25 2021 Pagel ID:TOc6P42coWY6eBQ7XrjeMyabBx-A7FAoHO33CIRBN5ff57FGgflkl6obZxnnNas7fyaW VG 0-3-8 _1_010 7-11-12 15-118 1-0-11 7-8-4 7-t 1-12 ' 0-3-8 4x6 11 Scale=1:101.3 4 12.00 12 9 T 6xl0// 3 W4 4x8 G 8 2 0Ed 1 '1 7 6 10 5 4x4 II 4x4= 6xl0= 7-11-12 A '_8 7-11-12 7-11-22 Plate Offsets(X Y)— [2:0-2-0 0-1-8] [3:0-5-0 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL) -0.13 5-6 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.55 Vert(CT) -0.20 5-6 >931 180 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horc(CT) -0.02 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight:133 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-10 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x3 SPF No.2'Except* BOT CHORD Rigid ceiling directly applied or 5-11-5 oc bracing. W5:2xl0 SP 2400F 2.OE,W1:2x6 SPF No.2 WEBS 1 Row at midpt 3-5 2 Rows at 1/3 pts 4-5 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=765/0-5-8 (min.0-1-10),7=849/0-5-8 (min.0-1-8) Max Horz7=696(LC 12) Max Uplift5=-462(LC 12) Max Grav5=1024(LC 17),7=857(LC 2) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-8=-809/0,3-8=-489/0,3-9=-260/115,4-5=-287/250,2-7=-780/0 BOT CHORD 6-7=-976/805,6-10=-302/541,5-10=-302/541 WEBS 3-6=0/403,3-5=-796/446,2-6=-394/680 NOTES- 1)Wind:ASCE 7-16;Vult=152mph(3-second gust)Vasd=120mph;TCDL=6.Opsf;BCDL=6.Opsf,h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp B;Enclosed;MWFRS(directional)and C-C Extedor(2E)-0-9-3 to 2-2-13,Interior(1)2-2-13 to 15-10-4 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 4)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)5 and 7.This connection is for uplift only and does not consider lateral forces. 5)This truss is designed in.accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI1. LOAD CASE(S) Standard Job I russ I russ I ype uty Ply 12109139B-Nu Residence,Southold,NY 2109139B M005 Monopitch Supported Gable 2 1 m Job Reference(optional 8.410 s Mar 19 2021 MiTek Industries,Inc. Fri Sep 2415:49:28 2021 Page 1 I D:TOc6P42coW Y6eBQ7XrjeMyab8x-aiwlQJRyM7702gpSLDgytTHQoEEQoBRDULpWjyaW VD ¢3$ 6-0-0 5-8-8 1x4 I I Scale=1:26.1 5 6 Tx4 7.00 12 1x4 II 3 2 T 10ul 4x8 II IIA 111 1x4 81 71x4 II I LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Ydefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) 0.00 1 n/r 120 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(CT) -0.00 1 n/r 120 BCLL 0.0 * Rep Stress Incr YES WB 0.06 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-R Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x4 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W2:2x3 SPF No.2 M7ek recommends that Stabilizers and required cross bracing OTHERS 2x3 SPF No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 6-0-0. (lb)- Max Horz 10=184(LC 12) Max Uplift All uplift 100 lb or less at joint(s)6,7,8,9 Max Grav All reactions 250 lb or less at joint(s)10,6,7,8,9 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-303/165 NOTES- 1)Wind:ASCE 7-16;Vult=152mph(3-second gust)Vasd=120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. 11;Exp B;Enclosed;MWFRS(directional)and C-C Comer(3E)-1-3-3 to 2-0-0,Exterior(2N)2-0-0 to 6-0-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)Gable requires continuous bottom chord bearing. 4)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,7,8,9. 9)This truss is designed in accordance with the 2018 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job I russ fuss I ype Uty Ply 2109139B-Num Residence,Southold,NY 2109139E M006 Jack-Closed 10 1 Job Reference o t 8.410 s Mar 19 2021 MionaliTek Industries,Inc. Fri Sep 2415:49:312021 Page 1 ID:TOc6P42coW Y6eBQ7XrjeMyabBx-_HCR2KTgf2VavlY10LEfV5vtM RERVWJ1 AKJyaW VA ¢3$ 6-0-0 5-&8 4x4 I I Scale=127.5 3 4 7.00 12 8 2 1 . 6 7 2x4 II 5 3x8 II i 6-0-0 6-0-0 Plate Offsets(X Y)-- [7:0-4-8 0-1-8) LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL) -0.04 6-7 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.25 Vert(CT) -0.08 6-7 >833 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-R Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x6 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W2:2x3 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=412/0-5-8 (min.0-1-8),6=270/Mechanical Max Horz7=184(LC 12) Max Uplift7=-69(LC 12),6=-90(LC 12) Max Grav7=412(LC 1),6=275(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-7=-373/208 NOTES- 1)Wind:ASCE 7-16;Vult=152mph(3-second gust)Vasd=120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp B;Enclosed;MWFRS(directional)and C-C Exterior(2E)-1-3-3 to 1-8-13,Interior(1)1-8-13 to 6-0-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6. 6)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT atjt(s)7.This connection is for uplift only and does not consider lateral forces. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job I russ I russ I ype I Qty I Ply 2109139B-Nuai Residence,Southold,NY 21091398 M007 Monopitch 9 1 :lob Re7erence"o"tional 8.410 s Mar 19 2021 MiTek Industries,Inc. Fri Sep 2415:49:33 2021 Page 1 ID:TOc6P4r2coWY6eBQ7MeMyab8x-xfkBTOU4Bg118biQ7mG7aW 7pFrgTNeyddWHPBya 8 Q 3$ 6-8-0 6-4-8 1x4 11 Scale=124A 3 4 4.00 12 4x4 2 Itsi 6 7 4x4=5 1x4 II 6-8-0 6-&0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft L/d PLATES GRIP TCLL 60.0 Plate Grip DOL 1.15 TC 0.83 Ved(LL) 0.26 6-7 >288 240 -MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.48 Vert(CT) 0.22 6-7 >348 180 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code IRC2018/rP12014 Matrix-P Weight:26 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF 2100F 1.8E TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc purlins, BOT CHORD 2x4 SPF 2100F 1.8E except end verticals. WEBS 2x3 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=477/Mechanical,7=809/0-5-8 (min.0-1-8) Max Horz7=167(LC 12) Max Uplift6=-169(LC 12),7=-193(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-6=-409/266,2-7=-746/352 BOT CHORD 6-7=-276/119 WEBS 2-6=-122/283 NOTES- 1)Wind:ASCE 7-16;Vult=152mph(3-second gust)Vasd=120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Enclosed;MWFRS(directional)and C-C Extedor(2E)-1-9-5 to 1-2-11,Interior(1)1-2-11 to 6-8-0 zone;cantilever left and right exposed;end vertical left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)except Qt=lb) 6=169. 6)H10A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)7.This connection is for uplift only and does not consider lateral forces. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job I fuss I suss I ype y 12109139B-Nuai Residence,Southold,NY 2109139E M008 Monopitch Supported Gable 2 1 Job Reference(optional 8.410 s Mar 19 2021 MiTek Industries,Inc. Fri Sep 2415:49:36 2021 Page 1 ID:TOc6P42coWY6eBQ7XgeMyabBx-LEPK52XzTb7t?3l_puggC9ckSStiwfldPJblxOWyaW VS 5-2-0 tu 4-10-8 Scale=1:21.6 2x4 II 5 6 4.00 F12 1x4 II 4 1x4 II 5x8 II 3 2 1 T VVT T 10 9 8 7 46 11 1x4 11 1x4 II 2x4 II I Plate Offsets(X Y)— 12:0-3-11 Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL) 0.00 1 n/r 120 MT20 1971144 TCDL 10.0 Lumber DOL 1.15 BC 0.26 Vert(CT) -0.01 1 n/r 120 BCLL 0.0 * Rep Stress Incr YES WB 0.07 Horz(CT) -0.02 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-R Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x4 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. W2:2x3 SPF No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x3 SPF No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 5-2-0. (lb)- Max Horz 10=148(LC 12) Max Uplift All uplift 100 lb or less at joint(s)10,6,7,8 except 9=-128(LC 12) Max Grav All reactions 250 lb or less at joint(s)6,7,8,9 except 10=341(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-10=-308/327 WEBS 4-8=-183/268,3-9=-128/252 NOTES- 1)-Wind:ASCE 7-16;Vult=152mph(3-second gust)Vasd=120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. 11;Exp B;Enclosed;MWFRS(directional)and C-C Comer(3E)-1-9-5 to 1-2-0,Exterior(2N)1-2-0 to 5-2-0 zone;cantilever left and right exposed;end vertical left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)Gable requires continuous bottom chord bearing. 4)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10,6,7,8 except (jt=lb)9=128. 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. LOAD CASE(S) Standard ,lJob Truss Truss I ype uty y 2109139B-Nu Residence,Southold,NY 2109139E PB01 GABLE 1 1 m Job Reference optional) 8.410 s Mar 19 2021 MiTek Industries,Inc. Fri Sep 2416:49:39 2021 Page 1 ID:TOc6P4r2coWY6eBQ7XrjeMyabBx-Ip5Sk3ZrmW WSsW9ZU1 NXgnMmgxls4?r9ZzbcryaW V2 5-2-0 104-0 4-10-8 i 5-2-0 4x4= Scale=1:30.8 4 12.00 12 1x4 II 5 1x4 II 3 T 1 12 11 T IT 2 g 1 7 Im 10 9 8 2x4= 1x4 11 tx4 It 1x4 II 2x4 p 6 11 9-9-5 9-2-10 IV,1 0 6-1 Plate Offsets(X Y)— [2:0-2-6 0-1-01 [6:0-2-6 0-1-01 LOADING-(psf) SPACING- 24)-0 CS1. -DEFL in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL) 0.04 2-10 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.31 Vert(CT) -0.04 2-10 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code IRC2018ITP12014 Matrix-S Weight:35 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2x3 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=484/0-3-8 (min.0-1-8),6=484/0-3-8 (min.0-1-8) Max Horz 2=151(LC 11) Max Uplift2=-91(LC 12),6=-91(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-11=-459/157,3-11=-373/165,3-4=-371/318,4-5=-371/318,5-12=-373/165, 6-12=-459/157 BOT CHORD 2-10=0/274,9-10=0/274,8-9=0/274,6-8=0/274 WEBS 4-9=-256/305 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=152mph(3-second gust)Vasd=120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Enclosed;MWFRS(directional)and C-C Exterior(2E)0-2-14 to 3-2-0,Interior(1)3-2-0 to 5-2-0,Exterior(2R)5-2-0 to 8-2-0, Interior(1)8-2-0 to 10-1-2 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate,grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)Gable studs spaced at 2-0-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)One-H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 6.This connection is for uplift only and does not consider lateral forces. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/fPI 1. 9)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. LOAD CASE(S) Standard Job Truss russ I ype Uty Ply 12109139B-Nuzzi Residence,Southold,NY 2109139B PS02 Piggyback 6 1 Job Reference(option 1 8.410 s Mar 19 2021 M7ek Industries,Inc. Fri Sep 24 15:49:412021 Page 1 I D:TOc6P42coW Y6eBQ7MeMyab8x-iCCD91b517mA5gJybSP?vCJc2TecK?U8TtSihkyaWVO 5-2-0 104-0 4-10-8 5-2-0 4x6= Scale=1:30.8 3 12.00 12 T 1 T 8 7 2 4 SIX 5 Ico 0 6 0 4x4 ii 1x4 II 4x4 p 611 9-9-5 b-10 46-1 0 6-1 9-2-10 1 Plate Offsets KY)— [2:0-1-13 0-1-13] [4:0-1-13 0-1-131 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.37 Vert(LL) -0.02 4-6 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.22 Vert(CT) -0.03 4-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight:31 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x3 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer .Installation guide. REACTIONS. (lb/size) 2=484/0-3-8 (min.0-1-8),4=484/0-3-8 (min.0-1-8) Max Horz 2=151(LC 11) Max Uplift2=-91(LC 12),4=-91(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-7=-483/198,3-7=-357/224,3-8=-357/224,4-8=-483/198 BOT CHORD 2-6=0/268,4-6=0/268 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=152mph(3-second gust)Vasd=120mph;TCDL=6.Opsf;BCDL=6.Opsf,,h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp B;Enclosed;MWFRS(directional)and C-C Exterior(2E)0-2-14 to 3-2-14,Interior(1)3-2-14 to 5-2-0,Exterior(2R)5-2-0 to 8-2-0,-Interior(1)8-2-0 to 10-1-2 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 4.This connection is for uplift only and does not consider lateral forces. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. LOAD CASE(S) Standard o russ russ ype y 12109139B-Nuzzi Residence,Southold,NY 21091398 PB03 GABLE 1 2 Job Reference o tional 8.410 s Mar 19 2021 Mi rek Industries,Inc. Fri Sep 2416:03:27 2021 Page 1 ID:TOc6P4r2coWY6eBQ7XrjeMyab8x-W67UWBaDnwgzCmSi wEiOOXh?RTHtbTjPNYPgryaW16 0�3r8 8-6-10 11-11-10 0-3-8 8-3-2 3-5-0 4x4= Scale=1:52.2 4 4x6 11 12.00 12 5 1x4 11 10 3T 2 IV d 1 � 2 Cl) 1 vB1m d 9 0 4x4= 8 7 5x8 MT18HS= 1x4 II 1x4 II Orb 11 11-7-14 11-11-10 O-6 1 11-1-3 2 Plate Offsets(X Y)— 12:Edge 0-0-4] (6:0-4-8 0-0-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.66 Vert(LL) -0.29 7-8 >458 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.58 Vert(CT) -0.46 7-8 >290 180 MT18HS 197/144 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix-S Weight:95 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2x3 SPF No.2 REACTIONS. (lb/size) 2=594/0-3-8 (min.0-1-8),6=55510-3-8 (min.0-1-8) Max Horz2=205(LC 9) Max Uplift2=-68(LC 12),6=-126(LC 12) Max Grav2=631(LC 17),6=694(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-492/21,3-10=-328/137,4-10=-301/162,4-5=-462/265,5-6=-425/253 WEBS 3-8=-191/301 NOTES- 1)2-ply truss to be connected togetherwith 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-16;Vult=152mph(3-second gust)Vasd=120mph;TCDL=6.opsf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp B;Enclosed;MWFRS(directional)and C-C Fxderior(2E)0-2-14 to 3-2-14,Interior(1)3-2-14 to 8-6-10,Extedor(2E)8-6-10 to 11-9-14 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 5) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 6)All plates are MT20 plates unless otherwise indicated. 7)Gable studs spaced at 4-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 10)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT atjt(s)2.This connection is for uplift only and does not consider lateral forces. 11)One H3 Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)6.This connection is for uplift only and does not consider lateral forces. 12)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. LOAD CASE(S) Standard Job russ russ I ype I Qty I Ply 12109139B-Nuai Residence,Southold,NY 21091398 P1304 Piggyback 4 1 Job Reference(optional) 8.410 s Mar 19 2021 MiTek Industries,Inc. Fri Sep 2415:49:46 2021 Pa�gge���1 ID:TOc6P42coWY6eBQ7XrjeMyabBx-2906CTfE7fOSCbBvO??AcG1 RmUMB?GRc9ATLxyaWUx 4-6-10 9-14 4-3-2 4-6-10 4x4= Scale=1:29.0 3 12.00 12 T 1 T 8 7 2 54 � m o to 2x4= 1x4 sl 2x4 9-1-4 9-1-4 Plate Offsets(X Y)— [2:0-2-6 0-1-0] [4:0-2-6 0-1-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL) 0.01 5 n/r 120 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.14 Vert(CT) 0.02 5 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight:27 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x3 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=28517-11-14 (min.0-1-8),4=285/7-11-14 (min.0-1-8),6=281/7-11-14 (min.0-1-8) Max Holz 2=132(LC 11) Max Uplift2=-90(LC 12),4=-90(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=152mph(3-second gust)Vasd=120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Enclosed;MWFRS(directional)and C-C Exterior(2E)0-2-14 to 3-2-14,Interior(1)3-2-14 to 4-6-10,Exterior(2R)4-6-10 to 7-6-10,Interior(1)7-6-10 to 8-10-6 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb,uplift at joint(s)2,4. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. LOAD CASE(S) Standard oruss Truss ype y 2109139B-Nuai Residence,Southold,NY 21091398 Is, P1 SCISSORS 76 1 Job Reference(option 8.410 s Mar 19 2021 MiTek Industries,Inc. Fri Sep 2415:49:47 2021 Page 1 I D:TOc6P42coW Y6eBQ7MeMyabBx-WM aUPpfsuzWJpl m6yi WP9TZhWuk—kkaOrovOtNyaWUw Or3,8 4-0-0 0 1-8-8 2-0-0 Scale=1:40.6 14.00 12 2 — 1 5x6= 5x6= 3 1 2 q 0 0 N �/X4.10= 12.00 12 4 6 U4 11 1x4 II 2-0-0 4-0-0 2-0-0 2-0-0 Plate Offsets(X Y)— f 1:Edge 0-2-71 f3:Edge 0-2-7] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.11 Vert(LL) -0.00 5 >999 240 MT20 1971144 TCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(CT) -0.00 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPl2014 Matrix-P Weight:36 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x3 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. W3:2x6 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=190/Mechanical,4=190/Mechanical Max Horz6=75(LC 11) Max Uplift6=-47(LC 8),4=-47(LC 9) Max Grav6=240(LC 18),4=240(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=152mph(3-second gust)Vasd=120mph;TCDL=6.Opsf;BCDL=6.Opsf,h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Enclosed;MWFRS(directional)and C-C Exterior(2E)zone;cantilever left and right exposed;C-C for members and forces &MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,4. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss I fuss I ype Qty Ply 2109139B-Nuai Residence,Southold,NY 2109139E T001 GABLE II 1 1 Job Reference(option 1 8.410 s Mar 19 2021 MTek Industries,Inc. Fri Sep 2415:49:52 2021 Page 1 ID:TOc6P4r2coW Y6eBQ7XrjeMyab8x-tJNNS Wj?iVBcwWf31G6bsXHQpvN PPvxl?4dnZbyaW Ur -2-0-0 8 9-6-0 19.10-0 294-0 31-0-0 2 0 8 9-2-8 104-0 9S0 2-0 0 4x6= 4x6= Scale=1:69.3 9 10 11 12 13 14 15 16 17 18 19 12.00 FIT 8 20 T 4x4// 7 21 4x4 6 22 5 23 0 Cn 5 691461161 69169169168169 6 6 5 24 4 4 4 US II US 11 52 3 53 3 25 T 2 S 2 2 1 26 1 c{ 1 27 IN 5150 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 2928 j 5x8 MT18HS II 4x4= 5x8 MT18HS 11 29-4-0 29-4-0 Plate Offsets(X Y)- [2:0-4-15 Edge] [6:0-2-0 Edge],[9:0-4-4,0-1-12],[19:0-4-4,0-1-12],[22:0-2-0,Edge] [26:0-4-15,0-0-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) 0.01 27 n/r 120 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.27 Vert(CT) -0.01 27 n/r 120 MT18HS 197/144 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(CT) -0.01 28 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix-R Weight:232 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals,and 2-0-0 oc purlins(10-0-0 max.):9-19. WEBS 2x3 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x3 SPF No.2 WEBS 1 Row at midpt 14-39,12-42,1OA4,SAS,7-47,16-37, 18-35,20-33,21-32,19-34,9-45,11-43, 13-40,15-38,17-36 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 29-4-0. (lb)- Max Horz 51=436(LC 11) Max Uplift All uplift 100 lb or less at joint(s)39,42,37,34,45,43,40,38,36 except 51=-649(LC 10),28=-603(LC 11),47=-133(LC 12),48=-109(LC 12), 49=-104(LC 12),50=-574(LC 11),32=-133(LC 12),31=-109(LC 12),30=-104(LC 12),29=-538(LC 10) Max Grav All reactions 250 lb or less at joint(s)39,42,44,46,47,48,49,37, 35,33,32,31,30,43,40,38,36 except 51=759(LC 18),28=724(LC 17), 50=679(LC 10),29=643(LC 11),34=284(LC 12),45=284(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-51=-499/471,2-3=-383/364,4-5=-164/343,5-6=-215/460,6-7=-190/475, 7-8=-304/627,8-9=-320/650,9-10=-251/520,10-11=-251/519,11-12=-251/519, 12-13=-251/519,13-14=-251/519,14-15=-251/519,15-16=-251/519,16-17=-251/519, 17-18=-251/519,18-19=-252/520,19-20=-316/649,20-21=-305/627,21-22=-190/475, 22-23=-215/460,23-24=-149/344,25-26=-356/348,26-28=-479/468 WEBS 3-50=-261/238,19-34=-300/119,9-45=-300/122 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=152mph(3-second gust)Vasd=120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=45ft;L=29ft;eave=2ft;Cat. II;_Exp B;Enclosed;MWFRS(directional)and C-C Comer(3E)-1-9-3 to 1-2-13,_Extedor(2N)1-2-13 to 9-6-0,Comer(3R)9-6-0 to 12 12-8-0,Exterior(2N) -8-0 to 19-10-0,Comer(3R)19-10-0 to 22-8-0,Exterior(2N)22-8-0 to 31-1-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces$MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. &nTtruussA on f ulIx sheathed from one face or securely braced against lateral movement(i.e.diagonal web). Job I russ Truss Type y 2109139B-Num Residence,Southold,NY 2109139E T001 GABLE II 1 1 Job Reference(optional) 8.410 s Mar 19 2021 MTek Industries,Inc. Fri Sep 2415*49:53 2021 Page 2 ID:TOc6P4r2coWY6eBQ7XrjeMyabBx-LVxlgskdTPGTYgEGlzdgOkpb4e8MBvDkMK51 yaWUq NOTES- 9)Gable studs spaced at 2-0-0 oc. 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)39,42,37,34,45,43,40,38,36 except at--lb)51=649, 28=603,47=133,48=109,49=104,50=574,32=133,31=109,30=104,29=538. 13)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/fPI 1. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job I fuss fuss I ype Qby Ply 2109139B-Nuzzi Residence,Southold,NY 2109139E T002 Piggyback Base 6 1 Job Reference(option 1 8.410 s Mar 19 2021 MiTek Industries,Inc. Fri Sep 2415:49:57 2021 Page 1 ID:TOc6P4r2coWY6eBQ7XrjeMyab8x-EHAGWDn8X2nuOHX1 XpimZa_JOwwC42CV8MKYEoyaWUm 038 -2-0-0 410-0 9-Cr0 14�-0 19-10-0 245-12 29-4-0 31-0-0 2-0-0 8 46-12 4-7-12 5-2-0 5-21 47-12 410-0 2�0 4x6= 4x4= 4x6= Scale=1:72.2 5 1 19 6 0 217 12.00 12 T 4x4// 4x6 4x6// 4x4 34 W 5 89 0 co 4x4 11 4x4 11 17 22 10 TT 2 II 1 111N 16 23 24 15 25 14 26 13 27 28 12 6x8 MT18HS= 4x8= 4x6= 4x8_ 6x8 MT18HS= 9-6-0 19-10-0 29-4-0 9-6-0 10-4-0 9-6-0 Plate Offsets(X Y)— [2:0-2-0 0-1-4] [4:0-2-0,Edge],[5:0-4-4,0-1-12],[7:0-4-4,0-1-121,[8:0-2-0,Edge],[10:0-2-0,0-1-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.49 Vert(LL) -0.29 12-13 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 1.00 Vert(CT) -0.49 12-13 >720 180 MT18HS 197/144 BCLL 0.0 * Rep Stress Incr YES WB 0.85 Horz(CT) 0.05 12 n/a Na BCDL 10.0 Code IRC20181TP12014 Matrix-S Weight:147 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-12 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals,and 2-0-0 oc purlins(5-8-14 max.):5-7. WEBS 2x3 SPF No.2 BOT CHORD Rigid ceiling directly applied or 1-4-12 cc bracing. WEBS 1 Row at midpt 6-15,6-13,3-16,9-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 16=1606/0-5-8 (min.0-2-12),12=1606/0-5-8 (min.0-2-10) Max Horz 16=436(LC 11) Max Uplift16=-313(LC 12),12=-313(LC 12) Max Grav16=1745(LC 17),12=1745(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-17=-346/252,3-17=-185/288,3-4=-1478/343,4-5=-1459/384,5-18=-997/356, 18-19=-996/356,6-19=-995/356,6-20=-995/356,20-21=-996/356,7-21=-997/356, 7-8=-1459/384,8-9=-1478/343,9-22=-185/288,10-22=-346/252,2-16=-492/344, 10-12=-492/344 BOT CHORD 16-23=-166/1192,2 3-24=-1 6611192,15-24=-166/1192,15-25=-54/1172,14-25=-54/1172, 14-26=-54/1172,13-26=-54/1172,13-27=-27/990,27-28=-27/990,12-28=-27/990 WEBS 5-1 5=-1 29/651,6-15=-352/148,6-13=-352/148,7-13=-1291650,3-16=-1500/95, 9-12=-1500/95 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=152mph(3-second gust)Vasd=120mph;TCDL=6.Opsf,BCDL=6.Opsf;h=25ft;B=45ft;L=29ft;eave=4ft;Cat. II;Exp B;Enclosed;MWFRS(directional)and C-C Exterior(2E)-1-9-3 to 1-2-13,Interior(1)1-2-13 to 9-6-0,Exterior(21R)9-6-0 to 13-8-15,Interior(1)13-8-15 to 19-10-0,Extedor(2R)19-10-0 to 24-0-15,Interior(1)24-0-15 to 31-1-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=I O.Opsf. 7)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)16 and 12.This _ connection is for uplift only and does not consider,lateral forces. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job I russ Truss Type Qty Ply 2109139B-Nuai Residence,Southold,NY 2109139B T003 GABLE 1 1 Job Reference(optional) 8.410 s Mar 19 2021 MiTek Industries,Inc. Fri Sep 2415:49:59 2021 Page 1 ID:TOc6P42coWY6eBQ7MeMyabBx-AfiOwvpO3f1 cGbhPtEkEe?3hQko2Y7KncgpfJhyaWUk 0-3-8 -2-0-0.i 1050 21-0-0 2-0-0 10-2-8 10-6-0 z o 0 0-3-8 2x4 11 Scale:1/8"=1' 14.00 4 11 8 11 TRUSS TO BE FABRICATE AS 2 PIECES. WILL ATTACHED TOGETHER AT SITE USING WOODEN GUSSET Conn. 2x4 11 2x4 11 7T 2 9 4x4// 2x4 I I 6 104x4\\ 2x4 If 5 S 4 S 4 112x4 II 4 21 12 2x4 II 2x4 11 2 S 3 22 20 S S 3x12\\ ar 3x6 11 1 13 m 3x12// 23 2x4 II 2x4 11 19 1 S 1 3x6 11 S 1 2 14 2 24 Conn.1267(lb) 18 15 a 1 25 2X2.�b 411 2x4 II 17 N mC 3x6// 3x6\\ 16 26 3x8= 3x8= Oi5r8 10.6 0 20.6-8 21r0-0 0.58 1008 1008 0-rr8 Plate Offsets(X Y)— 15.0-2-0 Edge] [11:0-2-0 Edge] [16.0-2-8 Edge] [26:0-2-8 Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.37 Vert(LL) -0.04 15 n/r 120 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.14 Vert(CT) -0.06 15 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT) 0.03 16 n/a n/a BCDL 10.0 Code IRC20181TPI2014 Matrix-S Weight:129 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x6 SPF No.2`Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. W3:2x4 SPF No.2,W2:2x3 SPF No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x3 SPF No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 21-0-0. (lb)- Max Horz 26=-627(LC 10) Max Uplift All uplift 100 lb or less at joint(s)except 26=-889(LC 10),16=-117(LC 12),21=-725(LC 11),22=-131(LC 12),23=-140(LC 12).24=-150(LC 12), 25=-509(LC 9),20=-131(LC 12),19=-140(LC 12),18=-150(LC 12),17=-420(LC 12) Max Grav All reactions 250 lb or less at joint(s)23,24,19,18 except 26=1081(LC 11),16=322(LC 24),21=1409(LC 12),22=260(LC 17),25=708(LC 10),20=254(LC 18),17=445(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-26=-521/354,2-3=-428/421,3-4=-382/359,4-5=-334/265,5-6=-311/282, 6-7=-380/452,7-8=-518/616,8-9=-518/616,9-10=-379/451,10-11=-211/282, 11-1 2=-239/266,13-14=-172/276,14-16=-294/217 BOT CHORD 25-26=-856/803,24-25=-433/511,23-24=-434/512,22-23=-434/513,21-22=-436/509, 20-21=-435/509,19-20=435/513,18-19=-434/512,17-18=-436/512 WEBS 3-25=-274/181,13-17=-275/182,8-21=-850/646,2-25=-408/372,14-17=-225/278 NOTES- 1)Unbalanced roof live loads have been considered forthis design. 2)Wind:ASCE 7-16;Vult=152mph(3-second gust)Vasd=120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp B;Enclosed;MWFRS(directional)and C-C Comer(3E)-1-9-3 to 1-2-13,Exterior(2N)1-2-13 to 10-6-0,Comer(3R)10-6-0 to 13-6-0,Exterior(2N)13-6-0 to 22-9-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All additional member connections shall be provided by others for forces as indicated. 5)Gable requires continuous bottom chord bearing. 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 7)Gable studs spaced at 2-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10)Bearing vatjoint(s)26,16 considers parallel to grain value using ANSI/TPI.1 angle to grain formula. Building designer should verify Con faupgyi�f b ea ng surface. Job I russ I russ I ype Qty Ply 121091398-Nuzzi Residence,Southold,NY 2109139E T003 GABLE 1 1 Job Reference(option 1 8.410 s Mar 19 2021 MTek Industries,Inc. Fri Sep 2415:50:00 2021 Page 2 ID:TOc6P42coWY6eBQ7XrjeMyab8x-essO8FpOgz9TUGcDxFTACcsA88HHaZxrKZCr7yaWUj NOTES- 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 889 lb uplift at joint 26,117 lb uplift at joint 16,725 lb uplift at joint 21,131 lb uplift at joint 22,140 lb uplift at joint 23,150 lb uplift at joint 24,509 lb uplift at joint 25,131 lb uplift at joint 20,140 lb uplift at joint 19,150 lb uplift at joint 18 and 420 lb uplift at joint 17. 12)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)21,22,23,24,25,20,19,18,17. 13)This truss is designed in accordance with the 2018 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIlrPI 1. LOAD CASE(S) Standard o russ russ ype y 121091398-Nuzz1 Residence,Southold,NY 21091398 T004 Scissor 5 1 Job Reference(option 1 8.410 s Mar 19 2021 MiTek Industries,Inc. Fri Sep 2415:50:02 2021 Page 1 I D:TOc6P42coW Y6eBQ7)WeMyab8x-aE_9ZxrGMaPB73Q_KMHxGdh9bcmYIRJEle2JvOyaWUh 038 i-2-M,, 544 10-6-0 15-7-12 i 2X ,23-0-0, 2-0-0 r�r— 5-1-12 l 5-1.12 5-0-4 2-0-0 0s-8 4x6 11 Scale:lB"=1' 14.00 12 5 I I TRUSS TO BE FABRICATE AS 2 PIECES. Co .1 b) WILL ATTACHED TOGETHER AT SITE USING WOODEN GUSSETS. T 4x4/i 3x6// IV 4x4\\ 4 6 3x6\\ 3 7 W4 12 W4 3 6x8// 3 4x12// 6x8\\ 1 4x12\\ T 0 2 2 13 Conn.2169(lb) 11 W2 8 0 3x6// 3x6\\ 9 1 N 12.00 12 NcN 10 14 3x8= 3x8= 0.5r8 10-6-0 1 15-7-1_2_ 20-6-8 21r40 0r'58 41012 51-12 51-12 4-10-1205'-8 Plate Offsets(X Y)-- [4:0-2-0 Edge] [6.0-2-0 Edge] [10:0-2-8 Edgel [14:0-2-8 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL) -0.10 12 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.41 Vert(CT) -0.18 12-13 >999 180 BCLL 0.0 " Rep Stress Incr YES WB 0.35 Horz(CT) 0.38 10 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix-S Weight:129 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-11 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x3 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-3-10 oc bracing. W5,W1:2x6 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 14=1187/0-5-8 (min.0-1-14),10=1187/0-5-8 (min.0-1-14) Max Holz14=-627(LC 10) Max Uplift14=-253(LC 12),10=-253(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1957/356,3-4=-2156/289,4-5=-2014/351,5-6=-2123/482,6-7=-2248/412, 7-8=-1731/290,2-14=-1361/400,8-10=-1151/334 BOT CHORD 13-14=-867/867,12-13=-873/2168,11-12=-158/1632 WEBS 5-12=-695/2814,7-12=-566/664,7-11=-594/141,8-11=-44/1169,3-12=-502/626, 3-13=-575/115,2-13=0/1133 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=152mph(3-second gust)Vasd=120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Enclosed;MWFRS(directional)and C-C Exterior(2E)-1-9-3 to 1-2-13,Interior(1)1-2-13 to 10-6-0,Extedor(2R)10-6-0 to 13-6-0,Interior(1)13-6-0 to 22-9-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All additional member connections shall be provided by others for forces as indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Bearing at joint(s)14,10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)14 and 10.This connection is for uplift only and does not consider lateral forces. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job I fuss ruse ype y 2109139B-Nuai Residence,Southold,NY 2109139B T005 SCISSORS 3 1 Job Reference(option 1 8A10 s Mar 19 2021 MiTek Industries,Inc, Fri Sep 2415:50:05 2021 Page 1 ID:TOc6P42coWY6eBQ7)(deMyabBx-?pfHByt9eVnm_W8Z?UretGJfe9nTyo?g_cGzWKyaWUe 038 -2-" 5dd A" 167-12 21-0-0 2-0-0 5-0-12 5-1-12 5-1-12 038 4x6 11 Scale:lB'�1' 14.00 12 5 I I TRUSS TO BE FABRICATE AS 2 PIECES. Co b) WILLATTACHED TOGETHER AT SITE USING WOODEN GUSSETS. T 4x4// 4x4\\ 3x6// 4 6 3x6\\ 3 7 W4 11 W4 3 6x8// 3 4x12// T 6x8\\ 412\\ T 8 0 2 2 12 Conn.1999(lb) 10 W2 0 3x6/i 3x6\\ 1 N 12.00 12 9 13 3x8= 3x8= Oi5 8 5 4 4 10-6-0 15.7-12 20-6-8 21r0 0 0 r8 4-10 12 rr1-12 5-1-12 41� 0�68 Plate Offsets(X Y)— [4:0-2-0,Edge],[6:0-2-0,Edge],[9:0-2-8,Edge],[13:0-2-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL) -0.10 11 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.40 Vert(CT) -0.18 11-12 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.35 Horz(CT) 0.39 9 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix-S Weight:126 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x3 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 7-2-11 oc bracing. W5,W1:2x6 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 13=1195/0-5-8 (min.0-1-14),9=1019/0-5-8 (min.0-1-10) Max Horz 13=-547(LC 10) Max Upliftl3=-236(LC 12),9=-176(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1864/378,3-4=-2001/124,4-5=-1859/167,5-6=-1966/241,6-7=-2095/199, 7-8=-1678/302.2-1 3=-1 31 2142 3,8-9=-1005/263 BOT CHORD 12-13=-665/754,11-12=-484/1999,10-11=-122/1502 WEBS 5-11=-252/2581,7-11=-426/453,7-10=-541/101,8-10=-47/1080,3-11=-386/477, 3-12=536/66,2-12=0/1069 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=152mph(3-second gust)Vasd=120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp B;Enclosed;MWFRS(directional)and C-C Exterior(2E)-1-9-3 to 1-2-13,Interior(1)1-2-13 to 10-6-0,Exterior(2R)10-6-0 to 13-6-0,Interior(1)13-6-0 to 20-9-4 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All additional member connections shall be provided by others for forces as indicated. 4)This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Bearing at joint(s)13,9 considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)13 and 9.This connection is for uplift only and does not consider lateral forces. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job I nlss cuss ype y 12109139B-Nuzzi Residence,Southold,NY 2109139B T006 SCISSORS 13 1 Job Reference(optional) 8.410 s Mar 19 2021 MiTek Industries,Inc. Fri Sep 2416:17:45 2021 Page 1 I D:TOc6P4r2coW Y6eBQ7XrjeMyab8x-OAzraazQjXwD7d2cF7dv9K3MgJ LnvZu?ROpn7yaW4i 0- 8 5 4 4 10-6-0 15-7-12 21-0-0 0. 5 0.12 5-1-12 5.1-12 5A-4 Conn.1926(lb) Scale=1:109.6 46 11 4x6 11 14.00 12 4 IAIM RUSS TO BE FABRICATE AS 2 PIECES. WILLATTACHED TOGETHER AT SITE USING WOODEN GUSSETS. 2 4x4\\ 5 3x6\\610 W4// 3 3x103x10// 706(lb) 9 23x6\\ CV M 8 12 3x8= =5 4 4 10.6-0 15 7-12 , 20.6-11 211 f 0 0 8 4 10.12 5.1-12 5-1-12 410.12 0. Plate Offsets(x Y)- [3:0-2-0 Edgel [5:0-2-0 Edge] [8:0-2-8 Edge] [12:0-2-8 Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL) -0.10 10 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.40 Vert(CT) -0.18 10-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(CT) 0.39 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight:123 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-0 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x3 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-8-4 oc bracing. W5,W1:2x6 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 12=1027/0-5-8 (min.0-1-10),8=1027/0-5-8 (min.0-1-10) Max Horz 12=-549(LC 10) Max Upliftl2=-158(LC 12),8=-158(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1924/473,2-3=-2089/302,3-4=-1944/345,4-5=-2050/418,5-6=-2179/375, 6-7=-1718/405,1-12=-1179/378,7-8=-1013/303 BOT CHORD 11-12=-776/772,10-11=-752/2106,9-10=-330/1577 WEBS 4-10=-523/2715,6-10=-532/597,6-9=-567/170,7-9=-160/1123,2-10=-459/552, 2-11=-570/130,1-11=-96/1124 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=152mph(3-second gust)Vasd=120mph;TCDL=6.Opsf,BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Enclosed;MWFRS(directional)and C-C Extehor(2E)0-2-12 to 3-2-12,Interior(1)3-2-12 to 10-6-0,Extedor(2R)10-6-0 to 13-6-0,Interior(1)13-6-0 to 20-9-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All additional member connections shall be provided by others for forces as indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7)Bearing at joint(s)12,8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)12 and 8.This connection is for uplift only and does not consider lateral forces. 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job I russ fuss I ype Qty Ply 2109139B-Nuai Residence,Southold,NY 2109139E T006A SCISSORS 3 1 Job Reference(option 1 8.410 s Mar 19 2021 MiTek Industries,Inc. Fri Sep 2416:16:43 2021 Page 1 I D:TOc6P4r2coW Y6eBQ7XrjeMyabBx-CFD OaNDXJU60h5Jhd5 W NeFVfVJ9ZNVXtSDNXcjyaWSg 0. 8 5 4 4 10-6-0 15-7-12 , 21-0.0 0-H 5-0.12 5-1-12 5-1-12 5-4-4 Conn.2122(lb) Scale=1:109.6 4x4 11 4x4 11 14.00 12 N92 S TO BE FABRICATEAS 2 PIECES. ATTACHED TOGETHER AT SITE USING WOODEN GUSSETS. 4x4/i T \\3x6// 3x6\\2W43 3x103x10// 6x87 011Conn. 23x6//12.00 CS c; 8 12 3x8= =5 4 4 10-6-0 15-7-12 20-6-8 21 0 0- 8 4-10.12 5 1-12 5-1-12 4-10.12 OJ5-8 Plate Offsets MY)- 13:0-2-0 Edgel [5:0-2-0 Edge] [8:0-2-8 Edge] [12:0-2-8 Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.96 Vert(LL) -0.12 10 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.51 Vert(CT) -0.20 10-11 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.42 Horz(CT) 0.45 8 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix-S Weight:123 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-8-4 oc bracing. WEBS 2x3 SPF No.2*Except* MiTek recommends that Stabilizers and required cross bracing W5,W1:2x6 SPF No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 12=1099/0-5-8 (min.0-1-12),8=1155/0-5-8 (min.0-1-13) Max Horz 12=-549(LC 10) Max Uplift12=-170(LC 12),8=-178(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2074/499,2-3=-2345/327,3-4=-2205/369,4-13=-2193/436,5-13=-2305/414, 5-6=-2541/414,6-7=-1999/454,1-12=-1260/392,7-8=-1135/326 BOT CHORD 11-12=-775/773,10-11=-678/2234,9-10=-377/1841 WEBS 4-1 0=-551/3013,6-1 0=-543/600,6-9=-694/192,7-9=-196/1332,2-10=-404/539, 2-11=-631/137,1-11=-1 07/1225 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=152mph(3-second gust)Vasd=120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Enclosed;MWFRS(directional)and C-C Exterior(2E)0-2-12 to 3-2-12,Interior(1)3-2-12 to 10-6-0,Exterior(2R)10-6-0 to 13-6-0,Interior(1)13-6-0 to 20-9-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All additional member connections shall be provided by others for forces as indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)All bearings are assumed to be SPF No.2 crushing rapacity of 425 psi. 7)Bearing at joint(s)12,8 considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)12 and 8.This connection is for uplift only and does not consider lateral forces. 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)111 lb down and 19 lb up at 12-0-4,and 111 lb down and 19 lb up at 14-8-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 Job I russ Truss Type Uty Ply �2109113913-Nua 2109139B T006A SCISSORS 3 1 i Residence,Southold,NY Job Reference(optional 8.410 s Mar 19 2021 MiTek Industries,Inc. Fri Sep 2416:16:43 2021 Page 2 ID:TOc6P4r2coW Y6eBQ7XrjeMyab8x-CFD OaNDXJU6Oh5Jhd5WNeFVf VJ9ZNVXtSDNXcjyaW5g LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-80,4-7=-80,10-12=-20,8-10=-20 Concentrated Loads(lb) Vert:5=-100 13=-100 Job Truss I russ I ype Qty My 2109139B-Nuzzi Residence,Southold,NY 2109139E T007 GABLE 1 1 Job Reference(option 1 8.410 s Mar 19 2021 MiTek Industries,Inc. Fri Sep 2415:50:112021 Page 1 ID.TOc6P42coWY6eBQ7XrjeMyab8x-gzlZSOywELYviRcjMly27XZkPZv8MYpYMXjHkyaWUY 0-3-8 -2-0-0„ 10s0 10 0 2-0-0 10-2-8 ?1 03-8 2x4 11 Scale:l/8"=1' 14.00 12 8 TRUSS TO BE FABRICATE AS 2 PIECES. 2x4 I I I I W ILL ATTACHED TOGETHER AT SITE USING WOODEN GUSSET Co b) 2x4 11 2x4 11 7T 9 2x4 11 4x4// 4x4\\ 6 10 2x4 II 5 S 4 S 4 11 2x4 II 4 20 12 2x4 11 2x4 11 2 S 21 19 S S 3x10\\ ar 3x6 11 13 m 3x10/i P2 2x4 II 2x4 11 18 1 14 0 S 1 3x6 II S 1 2 23 Conn.898(lb) 17 N ' 1 24 2X¢.6t)F94211 11 2x4 11 16 N N 3x6// 3x6\\ 15 25 3x6\\ 3x6 05s 10-6-0 20-6-8 21ao 0-5-8 10-0-8 10-0-8 0 Plate Offsets(X Y)— f5:0-2-0 Edge] [11:0-2-0 Edge] [15:0-3-0 0-0-8] [25:0-3-0,0-0-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.37 Vert(LL) -0.00 1 n/r 120 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.13 Vert(CT) -0.02 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) -0.02 16 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight:126 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x6 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: W3:2x4 SPF No.2,W2:2x3 SPF No.2 10-0-0 oc bracing:15-16. OTHERS 2x3 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 21-0-0. (lb)- Max Horz 25=-547(LC 10) Max Uplift All uplift 100 lb or less at joints)except 25=-769(LC 10),15=-168(LC 11),20=-425(LC 11),21=-134(LC 12),22=-139(LC 12),23=-150(LC 12), 24=-522(LC 12),19=-134(LC 12),18=-142(LC 12),17=-134(LC 12),16=-384(LC 12) Max Grav All reactions 250 lb or less at joint(s)15,22,23,18,17 except 25=870(LC 11),20=908(LC 12),21=259(LC 17),24=672(LC 10),19=255(LC 18), 16=460(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-25=-475/313,2-3=-362/382,3-4=-316/321,4-5=-269/216,6-7=-291/342, 7-8=-431/508,8-9=-431/508,9-10=-291/342 BOT CHORD 24-25=-655/691,23-24=-237/269,22-23=-236/271,21-22=-236/271,20-21=-237/270, 19-20=-237/270,18-19=-235/271,17-18=-235/271,16-17=-236/269 WEBS 3-24=-274/182,13-16=-255/224,8-20=-687/514,2-24=-381/355 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=152mph(3-second gust)Vasd=120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp B;Enclosed;MWFRS(directional)and C-C Comer(3E)-1-9-3 to 1-2-13,Exterior(2N)1-2-13 to 10-6-0,Comer(3R)10-6-0 to 13-6-0,Exterior(2N)13-6-0 to 20-9-4 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces &MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/fPI 1. 4)All additional member connections shall be provided by others for forces as indicated. 5)Gable requires continuous bottom chord bearing. 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 7)Gable studs spaced at 2-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10)Bearing at joint(s)25,15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Coneapa8�ittopfabgee Ong surface. o russ russ ype y 2109139B-Nun Residence,Southold,NY 2109139E T007 GABLE 1 1 Job Reference(optional 8.410 s Mar 19 2021 MiTek Industries,Inc. Fri Sep 24 15:50:112021 Page 2 ID:TOc6P42coWY6eBQ7XrjeMyab8x-qz1 ZSOywELYviRcjMly27XZkPZv8MYpYMXjHkyaWUY NOTES- 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 769 lb uplift at joint 25,168 lb uplift at joint 15,425 lb uplift at joint 20,134 lb uplift at joint 21,139 lb uplift at joint 22,150 lb uplift at joint 23,522 lb uplift at joint 24,134 lb uplift atjoint 19,142 lb uplift at joint 18,134 Ib uplift atjoint 17 and 384 lb uplift at joint 16. 12)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)20,21,22,23,24,19,18,17,16. 13)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss I russ I ype City Ply �f 2109139B-Nuai Residence,Southold,NY 2109139E T008 GABLE 1 2 Job Reference(optional) 8.410 s Mar 19 2021 MTek Industries,Inc. Fri Sep 2416:50:19 2021 Page�1 ID:TOc6P4r2coWY6eBQ7Xr]eMyabBx-bW Va712xLoYnfgDFgQSwSDu2loWjjE?hkC�OXyaWUQ 23-6 010 , 210 0- 8 PH 7-3-0 11r1-11-10 1-11-14 48= 4x4= 4x6= 6x6= US= 4x4 11 Scale=1:77.1 6 7 P5 8 9 10 11 12 4x6/i 12.00 12 5 4x6// 3x6// 4 5x6= 8 Sx8- 3 5 5 5 5 5 5 OS S 4S 32 26 27 28312930 32 3533 .1 3138 41w 420 4,44 24 23 22 21 20 19 18 17 16 15 14 13 5x8 MT18HS 11 2x4 11 6x6= 8x8= 5x6=4x4= 4x6= 6x6= 5x6= 7x10 MT18HS= 10x10= LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 8x8= LUS24 LUS24 Special Special Special Special Special LUS24 LUS24 Special Special Special Special Special Special 9-6-6 21-6-0 9.6-6 11-11-10 Plate Offsets(X,Y)- [1:Edge,0-3-4],[6:0-6-4,0-1-12],[10:0-2-12,0-2-4],[11:0-2-12,0-1-12],[13:0-5-0,04-4],[15:0-2-4,0-1-12],[20:0-4-0,0-4-8],[21:0-2-8,04-8],[23:0-2-8 0-5-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL) -0.17 19-20 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.59 Vert(CT) -0.27 19-20 >927 180 MT18HS 197/144 BCLL 0.0 Rep Stress Incr NO WB 0.85 Horz(CT) 0.03 13 n/a n/a BCDL 10.0 Code IRC2018fTPI2014 Matrix-S Weight:566 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-15 oc purlins, BOT CHORD 2x6 SPF No.2*Except* except end verticals,and 2-0-0 oc purlins(6-0-0 max.):1-2,6-12. 61:2x6 SP 2400F 1.BE BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF 2100F 1.8E*Except* WEBS 1 Row at midpt 12-13,11-13,9-15,10-14 Wl:2x4 SPF No.2,W9:2x6 SPF No.2,W3,W4,W5:2x3 SPF No.2 OTHERS 2x4 SPF No.2*Except* ST4,ST3,ST2,ST1:2x3 SPF No.2 REACTIONS. (lb/size) 24=7832/0-5-8 (req.0-6-2),13=7765/0-5-8 (req.0-6-1) Max Horz24=286(LC 8) Max Uplift24=-1503(LC 8),13=-1753(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-24=-7430/1443,1-2=-39181756,2-3=-5788/1135,3-4=-6156/1253,4-5=-5747/1227, 5-6=-5046/1144,6-7=-3638/848,7-25=-3377f775,8-25=-3377f775,8-9=-2886/660, 9-1 0=-2133/487,10-11=-1 120/255 BOT CHORD 24-26=-295/149,23-26=-295/149,23-27=-1 06314033,22-27=-1063/4033, 22-28=-1063/4033,28-29=-1063/4033,21-29=-1063/4033,21-30=-1088/4355, 30-31=-1088/4355,20-31=-1088/4355,20-32=-988/4043,32-33=-988/4043, 19-33=-988/4043,19-34=-863/3628,34-35=-863/3628,18-35=-863/3628, 18-36=-848/3638,36-37=-848/3638,17-37=-848/3638,17-38=-775/3377, 38-39=-775/3377,16-39=-775/3377,16-40=-660/2886,40-41=-660/2886, 15-41=-660/2886,15-42=-487/2133,42-43=-487/2133,14-43=-487/2133, 14-44=-255/1120,44-45=-255/1120,13-45=-255/1120 WEBS 1-23=-1611/8342,11-13=-6851/1562,3-21=-164/877,4-20=-1166/372,5-19=-1774/535, 11-14=-1434/6479,10-15=-1250/5608,9-16=-916/4013,8-17=-611/2550,7-18=-379/1387, 6-19=-799/3147,5-20=-541/2159,4-21=-311/1190,3-22=-1104/199,2-23=-4286/854, 7-17=-1477/416,8-16=-2773/681,9-15=-4253/990,10-14=-5725/1310 NOTES- 1)Ply to ply nailing inadequate 2)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc,2x3-1 row at 0-9-0 oc. 3)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 4)Unbalanced roof live loads have been considered for this design. 5)Wind:ASCE 7-16;Vult-152mph(3-second gust)Vasd=120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Enclosed;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 Continued on page 2 Job Fruss Truss type y 2109139B-Nuai Residence,Southold,NY 2109139B T008 GABLE 1 2 Job Reference(optional) 8.410 s Mar 19 2021 MiTek Industries,Inc. Fri Sep 2415:50:19 2021 Page 2 I D:TOc6P4f2ooW Y6eBQ7XrjeMyabBx-bV Wa712xLoYnfg DFgQSwSD u2loWjjE?hkC nriOXyaW UQ NOTES- 6) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 7)Provide adequate drainage to prevent water ponding. 8)All plates are MT20 plates unless otherwise indicated. 9)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 10)Gable studs spaced at 2-0-0 oc. 11)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 12)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 13)WARNING:Required bearing size at joint(s)24,13 greater than input bearing size. 14)LGT2 Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)24 and 13.This connection is for uplift only and does not consider lateral forces. 15)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 17)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the left end to 20-0-12 to connect truss(es)M006(1 ply 2x4 SPF)to front face of bottom chord. 18)Fill all nail holes where hanger is in contact with lumber. 19)LGT2 Hurricane ties must have two studs in line below the truss. 20)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1003 lb down and 177 lb up at 0-6-12,997 lb down and 183 lb up at 2-6-12,998 lb down and 177 lb up at 4-6-12,998 lb down and 177 lb up at 6-6-12,998 lb down and 177 lb up at 8-6-12,998 lb down and 177 lb up at 10-6-12,998 lb down and 177 lb up at 12-6-12,998 lb down and 177 lb up at 14-6-12,998 lb down and 177 lb up at 16-6-12,and 998 lb down and 177 lb up at 18-6-12,and 1001 lb down and 174 lb up at 20-6-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-80,2-6=-80,6-12=-80,13-24=-20 Concentrated Loads(lb) Vert:23=-250(F)26=-1003(B)27=-997(B)28=250(F)29=-998(B)30=-250(F)31=-998(B)32=-250(F)33=-998(B)34=-250(F)35=-998(B)36=-250(F)37=-998(B) 38=-250(F)39=-998(B)40=-250(F)41=-998(B)42=-250(F)43=-998(B)44=-250(F)45=-1001(B) Job Truss russ I ype I Qty I Ply 12109139B-Nuzzi Residence,Southold,NY 21091398 T009 Roof Special Supported Gable 1 1 Job Reference(option 8.410 s Mar 19 2021 MiTek Industries,Inc. Fri Se 2415:50:22 2021 Page 1 ID:TOc6P42coW Y6eBQ7XdeMyab8x-?4Bjlm4pejwLW 7xgVZed4rW YB.,XVRWOAuluNdryaW UN 10.6-0 19-3.0 21-0 Q 0. 10.2 8 8 9 0 1-9-0 Cann.834(lb) Scale=1:97.0 14.00 12 7 TRUSS TO BE FABRICATE AS 2 PIECES. 4VILLATTACHED TOGETHER AT SITE USING WOODEN GUSSETS. 6T 4x4// 4 5 9 S 4 S 4 19 10 3 2 S 3 S S 5x7.00112 011 0 12 2 20 18 114x4 2 5x6// 1 21 17 1 42 13 d S 1 Conn.1148(lb) S 1 22 22 12.00 12 16 0 23 15 v 14 24 5x6 6x8 Oi58 10 Er0 20-6-8 21r0 0 0.58 1a0.8 10-0.8 0-5-8 Plate Offsets(X Y)— [1:0-2-4 0-1-12] [4:0-2-0 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) n/a - n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.65 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(CT) 0.02 14 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-R Weight:120 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x6 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: W2:2x4 SPF No.2 7-5-9 oc bracing:23-24. OTHERS 2x3 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer [installation guide. REACTIONS. All bearings 21-0-0. (lb)- Max Horz24=-391(LC 10) Max Uplift All uplift 100 lb or less at joint(s)except 24=-764(LC 10),14=-260(LC 11),19=-369(LC 11),20=-130(LC 12),21=-148(LC 12),22=-113(LC 12), 23=-512(LC 11),18=-131(LC 12),17=-141(LC 12),16=-143(LC 12),15=-381(LC 10) Max Grav All reactions 250 lb or less at joint(s)22,16 except 24=834(LC 11), 14=353(LC 10),19=873(LC 12),20=251(LC 17),21=271(LC 17),23=758(LC 10), 18=251(LC 18),17=264(LC 18),15=585(LC 11) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-24=-447/400,1-2=-485/486,2-25=-240/281,3-25=-229/297,3-4=-249/451, 4-5=-221/461,5-6=-350/653,6-7=-446/830,7-8=-446/830,8-9=-350/652, 9-10=-250/465,10-11=-171/278,11-12=-332/341,12-13=-303/280,13-14=-323/267 BOT CHORD 23-24=-382/405,21-22=-244/258,15-16=-269/280 WEBS 2-23=-429/352,11-15=-356/240,7-1 9=-1 165/559 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=152mph(3-second gust)Vasd=120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. 11;Exp B;Enclosed;MWFRS(directional)and C-C Comer(3E)0-2-12 to 3-2-12,Exterior(2N)3-2-12 to 10-6-0,Corner(3R)10-6-0 to 13-6-0,Exterior(2N)13-6-0 to 20-9-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)All additional member connections shall be provided by others for forces as indicated. 6)Gable requires continuous bottom chord bearing. 7)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 8)Gable studs spaced at 2-0-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Continued on page 2 o russ I russ I ype y 2109139B-Nuzzi Residence,Southold,NY 2109139B T009 Roof Special Supported Gable 1 1 Job Reference(optional) 8.410 s Mar 19 2021 MiTek Industries,Inc. Fri Sep 2415:50:23 2021 Page 2 I D:TOc6P42coW Y6eBQ7XrjeMyabBx-TH15z65SP12C8HW13GAsc33jxPtkAzGJ7Pdw9lyaW UM NOTES- 11)Bearing at joint(s)24,14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 764 lb uplift at joint 24,260 lb uplift at joint 14,369 lb uplift at joint 19,130 lb uplift at joint 20,148 lb uplift at joint 21,113 lb uplift at joint 22,512 lb uplift at joint 23,131 lb uplift at joint 18,141 lb uplift at joint 17,143 lb uplift at joint 16 and 381 lb uplift at joint 15. 13)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)19,20,21,22,23,18,17,16,15. 14)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. LOAD CASE(S) Standard Job I russ I russ I ype Qty Ply 2109139B-Nuzzi Residence,Southold,NY 21091398 T010 Roof Special 2 1 Job Reference(optional 8.410 s Mar 19 2021 MTek Industries,Inc. Fri Sep 2415:50:25 2021 Page 1 ID:TOc6P42cwWY6eBQ7XrjeMyabBx-PftrOo7ixelwNbgPAhCKhU85nDcBelkcaj61 DAyaWUK 0 8 5 4 10-6-0 15-7-12 19-3-0 20-9 0 0. N142 5-1-12 5-1-12 3-7-4 4x4 11 Scale:1B"=1' 14.00 12 4 I I Co .17 b) T TRUSS TO BE FABRICATE AS 2 PIECES. 4x4// 14 OLLATrACHED TOGETHER AT SITE USING WOODEN GUSSETS. 3x6// 3 34\\ 2 5 W4 11 W4 7.00112 2x4 II 3 6x8// 3 6 4x6 6x8�\ 3x10// 47 0 1 12 Conn.1947(lb) t0 W6 2 3x6// 3x6\\ 8 w 12.00 12 d v 9 8 13 3x6\� 3x8= 0,5r8 5 4 4 A 0 15-7-12 2110 ob^8 4-1012 51-12 51-12 5-15 Plate Offsets(X Y)— [3:0-2-0,Edge],[13:0-2-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL) -0.10 11 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.40 Vert(CT) -0.18 11-12 >999 180 BCLL 0.0 " Rep Stress Incr YES WB 0.75 Horz(CT) 0.38 9 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix-S Weight:122 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-9 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x3 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 7-10-10 oc bracing. W501:2x6 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=1017/Mechanical,13=1015/0-5-8 (min.0-1-9) Max Horz 13=-389(LC 10) Max Uplift9=-163(LC 12),13=-148(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1804/323,2-3=-1934/115,3-14=-1828/130,4-14=-1789/158,4-15=-1897/212, 5-15=-2021/178,5-6=-1517/308,1-13=-1100/258 BOT CHORD 12-13=-556/627,11-12=-437/1947,10-11=-1 70/1408,9-1 0=-1 121508 WEBS 1-12=-78/1086,2-12=-548/119,2-11=-238/387,4-11=-211/2476,5-11=-371/401, 5-10=-536/103,6-10=-32/656,6-9=-1284/282 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=152mph(3-second gust)Vasd=120mph;TCDL=6.Opsf;BCDL=6.Opsf,h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp B;Enclosed;MWFRS(directional)and C-C Exterior(2E)0-2-12 to 3-2-12,Interior(1)3-2-12 to 10-6-0,Exterior(2R)10-6-0 to 13-6-0,Interior(1)13-6-0 to 20-6-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All additional member connections shall be provided by others for forces as indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Bearing at joint(s)13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 163 lb uplift at joint 9. 9)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)13.This connection is for uplift only and does not consider lateral forces. 10)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss fuss I ype Qty Ply 2109139B-Nuai Residence,Southold,NY 2109139B T011 Scissor 6 1 Job Reference(optional) 8.410 s Mar 19 2021 MiTek Industries,Inc. Fri Sep 2416:22:46 2021 Pagel ID:TOc6P42coWY6eBQ7XrjeMyab8x-44fdmVcDgOrWItZSNgXVso1 oTe4HwhUJwCoFsAyaWO? 0- 8 5 4 4 10-6-0 15-7-12 20.9-0 0. 5-0.12 51-12 51-12 51� Conn.1791(lb) Scale=1:109.6 3x6 11 4x4 II 14.0D 12 4 ^3x6 RUSS TO BE FABRICATEAS 2 PIECES. WILL ATTACHED TOGETHER AT SITE USING WOODEN GUSSETS. 4x4\\ 5 3x6\\61 W4/i 4x6 3x10// 70 0(lb) 10 63x6\\ `D 9 8 13 2x4 II G 5 4�1 10-6-0 , 15-7-12 20 T 0.'r8 4-10-12 5-1-12 5-1-12 5 1 4 Plate Offsets(X Y)— [3:0-2-0 Edge],r5:0-2-0,Edge],[13:0-2-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ltd PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.47 Vert(LL) -0.10 11 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.40 Vert(CT) -0.18 11-12 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.35 Horz(CT) 0.38 9 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight:119 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-3 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x3 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 7-8-4 oc bracing. W5,W1:2x6 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=1018/Mechanical,13=1015/0-5-8 (min.0-1-9) Max Horz 13=-400(LC 10) Max Uplift9=-157(LC 12),13=-155(LC 12) FORCES. (lb)-Max.Camp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1817/285,2-3=-1954/99,3-4=-18091141,4-5=-1914/214,5-6=-2044/172, 6-7=-1606/267,1-13=-1107/254,7-9=-986/229 BOT CHORD 12-13=-586/642,11-12=-440/1970,10-11=-107/1431 WEBS 1-12=-37/1095,2-12=-553/94,2-11=-374/448,4-11=-214/2510,6-11=-405/436, 6-10=-557/105,7-10=-49/1028 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=152mph(3-second gust)Vasd=120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp B;Enclosed;MWFRS(directional)and C-C Exterior(2E)0-2-12 to 3-2-12,Interior(1)3-2-12 to 10-6-0,Exterior(2R)10-6-0 to 13-6-0,Interior(1)13-6-0 to 20-6-5 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All additional member connections shall be provided by others for forces as indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7)Refer to girder(s)for truss to truss connections. 8)Bearing at joint(s)13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except at--lb) 9=157. 10)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)13.This connection is for uplift only and does not consider lateral forces. 11)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job I russ russ I ype I Uty Ply 12109139B-Nuzzi Residence,Southold,NY 2109139E T011A Scissor 3 1 Job Reference(optional) 8.410 s Mar 19 2021 MTek Industries,Inc. Fri Sep 24 16:24:17 2021 Page 1 ID:TOc6P42coWY6eBQ7XrjeMyab8x-wbf1scjlO—Jc9sOxDRfr2—IEFK6ulgOirsLZYPyaW a 5 4 4 10 Cr0 15 7-12 z0-9 0 0 5 0 12 5-1-12 5-1-12 5 1� Conn.2020(lb) Scale=1:109.6 4x6 11 4x4 11 ^x6 4 TRUSS TO BE FABRICATE AS 2 PIECES. WILL ATTACHED TOGETHER AT SITE USING WOODEN GUSSETS. 3 4x4\\ 5 3x6\\611 W48// 4x6 3x10// 70 0213(Ib) 10 63x6\\ 9 8 13 2x4 11 =5-0 4 10 6-0 15 7-12 20 9 0 Q 410-12 51-12 11-12 11-4 Plate Offsets(X`O— [3:0-2-0 Edge],15.0-2-0 Edge] [13:0-2-8 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.94 Vert(LL) -0.11 11 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.51 Vert(CT) -0.20 11-12 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.42 Horz(CT) 0.43 9 n/a n/a BCDL 10.0 Code IRC2018lrP12014 Matrix-S Weight:119 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 7-7-14 oc bracing. WEBS 2x3 SPF No.2*Except* MiTek recommends that Stabilizers and required cross bracing W5,W1:2x6 SPF No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=1091/Mechanical,1 3=1 1 4110-5-8 (min.0-1-13) Max Horz 13=-400(LC 10) Max Uplift9=-168(LC 12),13=-174(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2069/333,2-3=-2278/111,3-14=-2048/131,4-14=-1946/147,4-5=-2044/222, 5-6=-2273/180,6-7=-1736/292,1-13=-1229/277,7-9=-1060/243 BOT CHORD 12-13=-590/638,11-12=-t49/2213,10-11=-130/1549 WEBS 1-12=-71/1283,2-12=-667/115,2-11=-389/452,4-11=-223/2776,6-11=-363/447, 6-10=-614/116,7-10=-65/1115 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=152mph(3-second gust)Vasd=120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Enclosed;MWFRS(directional)and C-C Exterior(2E)0-2-12 to 3-2-12,Interior(1)3-2-12 to 10-6-0,Exterior(2R)10-6-0 to 13-6-0,Inte6or(1)13-6-0 to 20-6-5 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All additional member connections shall be provided by others for forces as indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7)Refer to girder(s)for truss to truss connections. 8)Bearing at joint(s)13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except at--lb) 9=168. 10)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)13.This connection is for uplift only and does not consider lateral forces. 11)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANS11TPI 1. 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)100 lb down and 19 lb up at 6-3-4,and 100 Ib down and 19 Ib up at 8-11-12 on top chord. The design/selection of such connection device(s)is the 11 responsibility of others. G'ont,tlnueU on(p�get�ndard Job I russ I fuss I ype My Fly 2109139B-Nuai Residence,Southold,NY 2109139E T011A Scissor 3 1 Jab Reference(option 1 8.410 s Mar 19 2021 MTek Industries,Inc. Fri Sep 2416:24:17 2021 Page 2 ID:TOc6P42coWY6eBQ7XrjeMyab8x-wbfiscjl0_Jc9sOxDRf2_IEFK6ulgCirsLZYPyaW a LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-80,4-7=-80,11-13=-20,8-11=-20 Concentrated Loads(lb) Vert:3=-100 14=-100 Job I rusS I fuss I ype Qty Ply 121091398-Nu Residence,Southold,NY 2109139E T012 GABLE 2 1 m Job Reference(optional 8.410 s Mar 19 2021 MiTek Industries,Inc. Fri Sep 2415:50:42 2021 Page 1 I D:TOc6P42coW Y6eBQ7XgeMyabBx-PxOHycKMxtSW W CTgg m?Jt3Lvg3KU7NE6VskQKhyaW U3 03-8 1 11-8-0 18-11-0 24-0-10 36.10-0 38-4-0 -O 11-2-8 7-5-0 5-1-10 12-9-6 0-3-8 1 Scale=1:70.3 5x8// I 12.00 12 10 5 8`\ 6x6 12 12 44 4x4�\ 4x6// 5x12 MT18HS-- 9 13 14 4.00 12 5x6// 15 4x4 2.00 12 10x10= 8 9 9 16 4x4 4x4= W 17 4x4 �3 4x4= 7 8 8 8 W W 4x4 sx6 _4x 5 6 42 8x38 4 6 S O S 11 S 1218 419 2p 45 1 2 4 13 14 21 22 o 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 10x12 MT18HS11 4x8= 4x4= 44= 6x6= 6x6= 5x8= 6x6= 6x6= 4x4= 4x4= 44= 4x4= 4x6= 2x4 II 2x4 11 44= 7x10 MT18HS= 6x12 11 36-10-0 _ 36-10-0 Plate Offsets(X,Y)-- [3:0-4-0,0-4-4],[8:0-1-0,0-2-0],[9:0-0-12,0-1-12],[13:0-0-8,0-1-8],[20:0-2-4,0-4-0],[23:0-3-6,0-2-10],[25:0-2-8,0-2-0],[30:0-2-12,0-3-4],[31:0-2-8,0-3-0], [32:0-4-0 0-1-8] [33:0-2-8 0-3-0],[35:0-2-12,0-2-01,[39:0-2-8,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.87 Vert(LL) -0.57 34-35 >759 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.82 Vert(CT) -0.95 34-35 >453 180 MT18HS 197/144 BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(CT) 0.17 23 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight:238 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP 2400F 1.8E*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, T2,T3:2x4 SPF No.2 except end verticals. BOT CHORD 2x4 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-11-0 oc bracing. 131:2x4 SPF 2100F 1.8E WEBS 1 Row at midpt 11-32,8-34,9-33,13-31,10-32,12-32 WEBS 2x3 SPF No.2*Except* MiTek recommends that Stabilizers and required cross bracing W1:1-1/2x9-1/2 LAMCO RELAM 2.OE,W16:2x10 DF No.2 be installed during truss erection,in accordance with Stabilizer OTHERS 2x3 SPF No.2*Except* Installation guide. ST9,ST6:2x4 SPF No.2 REACTIONS. (lb/size) 41=1871/0-5-8 (min.0-2-15),23=1 9 3 510-5-8 (min.0-3-1) Max Horz 41=-31 1(LC 10) Max Uplift4l=-322(LC 12),23=-356(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2810/704,3-4=-4680/1195,4-5=-5200/1343,5-6=-5412/1415,6-7=-5281/1401, 7-8=-5106/1395,B-9=-3653/1078,9-43=-2879/940,10-43=-2807/954,10-11=-2316/879, 11-1 2=-2303/872,12-44=-2888/957,13-44=-2905/944,13-14=-3245/977, 14-15=-3112/916,15-16=-3271/934,16-17=-3377/935,17-18=-3453/930, 18-19=-3398/890,19-45=-3035/772,20-45=-3048/766,20-21=-2010/503,2-41=-1659/486, 21-23=-1756/553 -BOT CHORD 40-41=-637/2584,39-40=-637/2584,38-39=-1134/4678,37-38=-1234/6110, 36-37=-1283/5331,35-36=-1242/5194,34-35=-831/3613,33-34=-532/2570, 32-33=-338/1985,31-32=-319/1954,30-31=-511/2525,29-30=-714/3189, 28-29=-708/3168,27-28=-742/3263,26-27=-732/3197,25-26=-672/2938, 24-25=-338/1576,23-24=-338/1576 WEBS 11-32=-1108/2938,10-33=-523/1686,9-34=-601/2144,8-35=-772/2953,5-38=-324/115, 4-39=-1068/302,12-31=-512/1649,13-30=-437/1543,16-28=-42/252,19-25=-755/227, 8-34=-2343/696,15-30=-1659/506,7-35=-3318/897,3-39=-612/2426,20-25=-408/1606, 9-33=-1861/622,13-31=-1818/612,4-38=-138/541,19-26=-83/359,6-36=-282/125, 10-32=-1440/577,12-32=-1312/547,5-37=-79/300 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=152mph(3-second gust)Vasd=120mph;TCDL=6.Opsf;BCDL=6.Opsf,h=25ft;B=45ft;L=37ft;eave=5ft;Cat. 11;Exp B;Enclosed;MWFRS(directional)and C-C Exterior(2E)-0-9-5 to 2-11-0,Interior(1)2-11-0 to 18-11-0,Extedor(2R)18-11-0 to 22-7-3,Interior(1)22-7-3 to 38-1-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/fPI 1. 4)All plates are MT20 plates unless otherwise indicated. Continued on page 2 Job I russ Truss Type Uty Ply 2109139B-Nuzzi Residence,Southold,NY 2109139E T012 GABLE 2 1 Job Reference(optional) 8.410 s Mar 19 2021 MiTek Industries,Inc. Fri Sep 2415:6042 2021 Page 2 I D:TOc6P42coW Y6eBQ7XrjeMyabBx-PxOHycKMxtSWwCTggm?Jt3Lvg3KU7N E6VskQKhyaW U3 NOTES- 5)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT atjt(s)41 and 23.This connection is for uplift only and does not consider lateral forces. 10)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss I ype I City I Ply 2109139B-Nuzzi Residence,Southold,NY 2109139B T013 Roof Special 8 1 Job Reference o tional 5.410 s Mar 19 2021 MiTek Industries,Inc. Fri Sep 2415:50:45 2021 Page 1 ID:TOc6P42coW Y6eBQ7XrjeMyabBx-gW4PaeM FDog4nfCFLuZOV¢ON HJdKknZBgz5x0yaW UO 038 1-0 W-4 11&0 18-11-0 24-0 10 30-0 1 36-10-0 38-0 0 -0- 51r12 5-7-12 7-SO 5.1-10 637 6-5-15 1S0 0-3-8 I Scale=1:69.5 12.00 12 1 20 7 US zzz 4.00 LL2 2.00 12 8x8- 4x4 !j 4x4= 5 W6 4x4 4x10= 4 9 214x4 3 47: 1 2 38 10 11 1 ni W2 10x10 II 18 17 16 15 14 13 12 8x8 II 2x4 II 4x4= 5x12 MT18HS= 8x8= 44= 2x4 11 4x6= 5 10 4 11-6 0 18-11-0 24-0-10 30-4-1 36 10 0 110� 5 7-12 7-5 0 5 1-10 6 3 7 6515 Plate Offsets(X Y)— [2:0-7-3 Edge] [5:0-3-12 0-4-0] [7:0-2-4 0-3-4] [10:0-5-11 0-0-61 [15:0-3-4 0-3-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defi Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.98 Vert(LL) -0.5215-17 >843 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.92 Vert(CT) -0.93 15-17 >478 180 MT18HS 197/144 BCLL 0.0 ' Rep Stress Incr YES WB 1.00 Horz(CT) 0.22 10 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight:168 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SPF 21 OOF 1.8E*Except* TOP CHORD Structural wood sheathing directly applied. T2:2x4 SP 2400F 2.OE,T3:2x4 SPF No.2,T4:2x6 SPF No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SPF 2100F 1.8E*Except* WEBS 1 Row at midpt 5-15,6-15,7-15 63:2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing WEBS 2x3 SPF No.2*Except* be installed during truss erection,in accordance with Stabilizer W4:2x4 SPF 2100F 1.8E Installation guide. SLIDER Left 2x6 SPF No.2-Q 2-11-9,Right 2x6 SPF No.2-0 3-5-4 REACTIONS. (lb/size) 2=1903/0-5-8 (min.0-3-0),10=1943/0-5-8 (min.0-3-1) Max Horz2=-278(LC 10) Max Uplift2=-321(LC 12),10=-344(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-5315/1329,3-4=-5225/1330,4-5=-5737/1542,5-19=-2632/746,6-19=-2420[777, 6-20=-2422/823,7-20=-2555/792,7-8=-3391/944,8-9=-3790/983,9-21=-3794/970, 10-21=-3887/966 BOT CHORD 2-18=-1216/5042,17-18=-1216/5042,16-17=-1424/5653,15-16=-1424/5653, 14-15=-713/3160,13-14=-713/3160,12-13=-825/3488,10-12=-825/3488 WEBS 4-17=-211/636,5-15=-4181/1276,6-15=-813/2911,7-15=-2002/678,7-1 3=013 0 0, 8=13=-470/124,8-12=0/265 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=152mph(3-second gust)Vasd=120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=45ft;L=37ft;eave=5ft;Cat. II;Exp B;Enclosed;MWFRS(directional)and C-C Exterior(2E)-0-9-5 to 2-10-14,Interior(1)2-10-14 to 18-11-0,Exterior(2R)18-11-0 to 22-7-3,Interior(1)22-7-3 to 38-1-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss-has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 10.This connection is for uplift only and does not consider lateral forces. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/rPI 1. LOAD CASE(S) Standard Job I fuss Truss Type y 12109139B-Nuai Residence,Southold,NY 2109139E T014 Roof Special Supported Gable 1 1 Job Reference(option 8.410 s Mar 19 2021 MiTek Industries,Inc. Fri Sepp 241550:48 2021 Pagel I D:TOc6P4r2coWY6eBQ7Xr]eMyab8x-E5mYDfP7WjCfe7xg006j7I(b4BUWDXII?toBIWLyaWTz 0-3-8 ,-1-0-0 11-6-0 I 15-11-8 , 1-0-0 1 1 11-2-8 4b8 0.3-8 1 x4 11 12 Scale=1:42.7 11 12.00 Fl2 1x4 II 10 1x4 II 2.00 12 4x4=9 II 8 1x4 1x4 II lx4 II 6 7 1x4 II 5 1x4II 5x6 11 224 1 2 21 20 19 18 17 16 15 14 13 4x4 11 IA 11 1 x4 11 1 x4 11 1 x4 11 1 x4 11 IA 11 1 x4 11 1 x4 11 15-11-8 15-11-8 Plate Offsets(X Y)— 12:0-3-0 0-1-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL) 0.00 1 n/r 120 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.23 Vert(CT) -0.00 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) -0.04 12 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-R Weight:58 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x4 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W2:2x3 SPF No.2 MTek recommends that Stabilizers and required cross bracing OTHERS 2x3 SPF No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 15-11-8. (lb)- Max Horz 21=282(LC 12) Max Uplift All uplift 100 lb or less atjoint(s)21,12,13,16,17,18,19 except 14=-126(LC 12),20=-197(LC 12) Max Grav All reactions 250 lb or less atjoint(s)21,12,13,14,15,16,17,18,19,20 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-487/137,3-22=-434/116,4-22=-431/122,4-5=-415/117,5-6=-3 8 911 0 9, 6-7=-361/102,7-8=-347/96,8-9=-338/106,9-10=-338/105 WEBS 10-14=-195/311,3-20=-146/306 NOTES- 1)Wind:ASCE 7-16;Vult=152mph(3-second gust)Vasd=120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp B;Enclosed;MWFRS(directional)and C-C Comer(3E)-0-9-8 to 1-11-8,Exterior(2N)1-11-8 to 15-11-8 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)Gable requires continuous bottom chord bearing. 4)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). -5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)21,12,13,16,17, 18,19 except Qt=lb)14=126,20=197. 9)This truss is designed in accordance with the 2018 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job russ I russ I ype I City Ply 12109139B-Nuzzi Residence,Southold,NY 2109139B T015 Piggyback Base 4 1 Job Reference o Tonal 8.410 s Mar 19 2021 MiTek Industries,Inc. Fri Sep 2415:50:56 2021 Page 1 I D:TOc6P42coW Y6eBQ7XrjeMyabBx-?d FZuPVBeACXbMYMUiFbSOwlOi4sPjdAj27AptyaW rr 0-3-8 -2-00.0 4-2-0 8-7-14 12�-12 16511 20.2-0 24-9-0 293-10 , 32-2-0 35-0-0 , 38-0-0 , 43A-0 4p 80 2-0-0 3.10-8 4514 3-&14 4-0-15 3-8-11 4b10 4�r2-10-GT2-10-0 3-0-0 5-8-0 -0. 038 5x6= 4x4 6x6\\ Scale=1:104.1 = 12.00 12 8 31 T49 10 4x4 2.00112 = 4x6// 5W93 8x8= 3x6// 116 4x4= 4x8� 16 7 X11 W 1 6 W 3214 15 6 9 4 5 8 cq 6x10// 2' 5 23 22 22 33 34 21 20 19 18 17 10x10 II N Sx16 MT18HS% 4x4= 4x4= 2x4 I I 4.00 12 6x8 MT18HS= 3x6= 5x8= 5x8= o 4 9 4x6 2412.OD 12 0 4xe 30 3 6x8 MT18HS// 1 2 3 4 49 25 28 27 26 8x16 MT18HS// 3x6 I I 4x8= 2x4 I I 42-0 B-0-12 8--812-4 12 165-11 20.2-6 29-3-10 32-2-0 35-0-0 38-0-0 43-8-0 4-2-0 42-12 o -12 3-9-4 40.15 3-8-11 9-1-0 2-10-6 2-10-0 3-0.0 5-8-0 Plate Offsets(X,Y)— [2:0-1-15,0-2-0],[4:0-8-0,0-3-4],[7:0-1-4,0-1-12],[8:0-4-4,0-1-12],[10:0-2-8,Edge],[15:0-7-3,Edge],[20:0-4-0,0-1-12],[23:0-4-0,0-2-12],[24:0-3-12,0-3-0] f25:1-2-4 0-4-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.86 Vert(LL) -0.59 20-22 >722 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.88 Vert(CT) -0.99 20-22 >426 180 MT18HS 197/144 BCLL 0.0 * Rep Stress Incr YES WB 0.93 Horz(CT) 0.75 15 n/a n/a BCDL 10.0 Code IRC201 B/TP12014 Matrix-S Weight:203 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, T1:2x4 SPF 2100F 1.8E,T6:2x6 DF No.2 except end verticals,and 2-0-0 oc purlins(3-7-12 max.):8-10. BOT CHORD 2x4 SPF 2100F 1.8E*Except* BOT CHORD Rigid ceiling directly applied or 2-1-2 oc bracing. Except: B1,B4:2x4 SPF No.2,B2:2x3 SPF No.2,B3:2x6 SPF No.2 10-0-0 oc bracing:25-26 WEBS 2x3 SPF No.2*Except* WEBS 1 Row at midpt 3-25,11-20 W6:2x4 SPF 2100F 1.8E,W8:2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Right 2x6 SPF No.2-Q 2-10-7 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 28=-224/0-5-8 (min.0-1-8),15=1637/0-5-8 (min.0-2-10),29=3151/0-5-8 (req.0-5-9) Max Horz28=463(LC 12) Max Uplift28=-454(LC 17),15=-296(LC 12),29=-696(LC 12) Max Grav28=215(LC 9),15=1676(LC 17),29=3530(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-30=-720/1185,3-30=-706/1227,3-4=-1902/4786,4-5=-607/120,5-6=-5380/1812, 6-7=-5236/1829,7-8=-2783/909,8-31=-1966f740,9-31=-1965f740,9-10=-2393/819, 10-11=-3397/1054,11-12=-4656/1391,12-13=-4921/1410,13-32=-4361/1225, 14-32=-4386/1219,14-15=-4480/1226,2-28=-359/506 BOT CHORD 27-28=-546/297,25-29=-3525/1133,4-25=-132/482,24-25=-6139/1977,23-24=-491/695, 22-23=-1335/3703,22-33=-632/2318,33-34=-632/2318,21-34=-632/2318, 20-21=-632/2318,19-20=-1294/4554,18-19=-1347/4876,17-18=-1162/4222, 15-17=-1162/4222 WEBS 3-27=-310/1096,3-25=-3387/1190,4-24=-1996/5577,5-23=-1203/3853,7-23=-886/2405, 7-22=-1952/925,8-22=475/1609,9-22=-742/204,9-20=-100/301,10-20=-577/2128, 11-20=-2903/945,12-19=-414/90,2-27=-1194/780,25-27=-1029/203,5-24=-1884/803, 13-18=-211/743 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=152mph(3-second gust)Vasd=120mph;TCDL=6.Opsf,,BCDL=6.Opsf;h=25ft;B=45ft;L=44ft;eave=5ft;Cat. 11;Exp B;Enclosed;MWFRS(directional)and C-C Exterior(2E)-1-9-5 to 2-7-1,Interior(1)2-7-1 to 20-2-6,Exterior(2R)20-2-6 to 24-9-0,Interior(1)24-9-0 to 29-3-10,Extedor(2E)29-3-10 to 32-2-0,Interior(1)32-2-0 to 44-5-5 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. Gzan mUe�lon page fired bearing size atjoint(s)29 greater than input bearing size. Job Truss fuss I ype I Qty I Ply 12109139B-Nuai Residence,Southold,NY 2109139E T015 Piggyback Base 4 1 Job Reference(optional 8.410 s Mar 19 2021 MiTeK Industries,Inc. Fri Sep 2415:50:56 2021 Page 2 ID:TOc6P42coW Y6eBQ7XrjeMyab8x-?dFZuPV8eACXbMYMUFbSOwI Oi4sPjdAj27AptyaW rr NOTES- 8)Bearing at joint(s)29 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)H10A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)28.This connection is for uplift only and does not consider lateral forces. 10)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT atjt(s)15.This connection is for uplift only and does not consider lateral forces. 11)One HTS20 Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT atjt(s)29.This connection is for uplift only and does not consider lateral forces. 12)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSlfrPI 1. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job ruse I fuss I ype Uty Ply 2109139B-Nuzzi Residence,Southold,NY 2109139E V001 Valley 2 1 Job Reference(optional) 8.410 s Mar 19 2021 MiTek Industries,Inc. Fri Sep�2414:63:28 2021 Page 1 ID:TOc6P4r2coWY6eBQ7XrjeMyabBx-yHv4EPmLemolxTyhVZO1 iv7EmoURXUofrbujnkya)Q 16-8-2 16-8.2 2x4 I I Scale=1:106.8 10 2x4 II 12.00 12 2x4 11 9 21 2x4 II 8 2x4 11 7 T 2x4 II 6 17 4x4/j 2x4 11 5 4 6 4 B 2x4 11 3 5 2 2$ S13 S 2 q 1 1 q 0 4x4/i 19 18 17 16 15 14 13 12 11 2x4 11 2x4 11 4x4= 2x4 11 2x4 II 2x4 11 2x4 11 2x4 11 2x4 II 16-8-2 16-8-2 Plate Offsets(X Y)— f4:0-2-0 Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL) n/a n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(CT) -0.00 11 n/a n/a BCDL 10.0 Code IRC2018frP12014 Matrix-S Weight:129 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-10 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x6 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x3 SPF No.2*Except* WEBS 1 Row at midpt 9-12,8-13,7-14,6-16 ST7,ST6:2x4 SPF No.2 2 Rows at 1/3 pts 10-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 16-7-14. (lb)- Max Horz 1=635(LC 12) Max Uplift All uplift 100 lb or less at joint(s)11 except 1=-210(LC 10),12=-102(LC 12),13=-115(LC 12),14=-107(LC 12).16=-110(LC 12),17=-111(LC 12), 18=-102(LC 12),19=-137(LC 12) Max Grav All reactions 250 lb or less at joint(s)11,12,13,14,16,17,18 except 1=582(LC 12),19=278(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1277/611,2-20=-1085/486,3-20=-1070/511,3-4=-929/422,4-5=-920/438, 5-6=-764/358,6-7=-600/279,7-8=-441/202,8-21=-268/104,9-21=-259/120 WEBS 2-19=-219/285 NOTES- 1)Wind:ASCE 7-16;Vult=152mph(3-second gust)Vasd=120mph;TCDL=6.Opst BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=eft;Cat. 11;Exp B;Enclosed;MWFRS(directional)and C-C Comer(3E)0-4-4 to 3-4-4,Extedor(2N)34-4 to 16-6-14 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)Gable requires continuous bottom chord bearing. 4)Gable studs spaced at 2-0-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)11 except(jt=lb) 1=210,12=102,13=115,14=107,16=110,17=111,18=102,19=137. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/rPI 1. LOAD CASE(S) Standard Job I fuss I russ I ype Utyy 2109139B-Nuzzi Residence,Southold,NY 2109139B V002 Valley 2Ipl 1 Job nce(optional) .i tional 8.410 s Mar 19 2021 Mi rek Industries,Inc. Fri Sep 2414:54:18 2021 Page 1 I D:TOc6P4r2coWY6eBQ7XrjeMyabBx-VvwJVNit85fx9nlR31lkSBm0yWDF2QOLN?MYgyaXlx 14-4-2 14-4-2 2x4 11 Scale=1:79.5 6 12.00 12 1x4 II 12 5 T 1x4 11 4x4 4 /11 3 1 2 v 0 a 4x4// 10 9 8 7 1 x4 I I 13 1 x4 11 1 x4 11 2x4 11 14--2 14-4-2 Plate Offsets(X Y)— 13:0-2-0 Edoel LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) n/a n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.16 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.35 Horz(CT) 0.00 7 n/a n/a BCDL 10.0 Code IRC20181TPI2014 Matrix-S Weight:69 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x3 SPF No.2 WEBS 1 Row at midpt 6-7,5-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 14-3-14. (lb)- Max Horz 1=546(LC 12) Max Uplift All uplift 100 lb or less atjoint(s)7 except 1=-205(LC 10),8=-234(LC 12),9=-223(LC 12),10=-188(LC 12) Max Grav All reactions 250 lb or less atjoint(s)7 except 1=519(LC 12),8=608(LC 17).9=565(LC 17),10=442(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-887/584,2-11=-676/405,3-11=-660/418,3-4=-657/448,4-5=-407/276 WEBS 5-8=-391/353,4-9=-369/333,2-10=-313/281 NOTES- 1)Wind:ASCE 7-16;Vult=152mph(3-second gust)Vasd=120mph;TCDL=6.Opsf,BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Enclosed;MWFRS(directional)and C-C Exterior(2E)0-4-4 to 3-4-4,Interior(1)3-4-4 to 14-2-14 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7 except at--lb) 1=205,8=234,9=223,10=188. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss I fuss I ype Qty I Ply 121091398-Nuzzi Residence,Southold,NY 2109139E V003 Valley 1 1 Job Reference o 'onal 8.410 s Mar 19 2021 MiTek Industries,Inc. Fri Sep 2414:54:62 2021 Page 1 ID:TOc6P4r2coWY6eBQ7XIeMyab8x-VS_Ts7nl saNrONNgQCv46dbaAf78DNjl9gE9ksyaXIP 12-0-2 12-0-2 2x4 11 Scale=1:67.1 5 12.00 12 1x4 II T 4 4x4// 1x4 II 3 2 2 ZT 1 1 v 0 0 44 8 7 6 1x4 II 1x4 11 2x4 11 12-42 12-0-2 Plate Offsets(X Y)— ]3:0-2-0 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL) n/a - n/a 999 MT20 1971144 TCDL 10.0 Lumber DOL 1.15 BC 0.16 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code IRC2018frP12014 Matrix-S Weight:54 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x3 SPF No.2 WEBS 1 Row at midpt 5-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 11-11-14. (lb)- Max Horz 1=454(LC 12) Max Uplift All uplift 100 lb or less at joint(s)6,1 except 7=-231(LC 12), 8=-232(LC 12) Max Grav All reactions 250 lb or less at joints)6 except 1=374(LC 12),7=605(LC 17),8=561(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-744/484,2-3=-448/244,3-4=-417/295 WEBS 4-7=-390/396,2-8=-375/374 NOTES- 1)Wind:ASCE 7-16;Vult=152mph(3-second gust)Vasd=120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp B;Enclosed;MWFRS(directional)and C-C Exterior(2E)0-4-4 to 3-4-4,Interior(1)3-4A to 11-10-14 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,1 except(jt=lb) 7=231,8=232. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job I russ I russ I ype Uty Ply 21091398-Nuzzi Residence,Southold,NY 2109139B V004 Valley 1 1 Job Reference(optional) 8.410 s Mar 19 2021 MiTek Industries,Inc. Fri Sep 2414:55:43 2021 Page 1• 1D:TOc6P42coWY6eBQ7XrjeMyab8x-VGZ6ZZPOsFpbeDmevPJhgNCH9DXHgWjXu65M1 PyaXHc 9-8-2 194-4 9-8-2 9-8-2 4x4= Scale=1:60.2 4 12.00 12 2x4 II 14 15 2x4 II 3 5 TOi 1 3 13 16 2x4 11 S 12 S12 2x4 11 2 ST TI 6 7 1 qB1v d o 0 0 4x4// 12 2x4 II 11 2x4 II 10 2x4 11 9 2x4 11 8 4x4 5x6= 1 GA-4 0- 19-4-0 Plate Offsets(X Y)— f10:0-3-0 0-3-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL) n/a - n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.15 Vert(CT) n/a - n/a -999 BCLL 0.0 * Rep Stress Incr YES WB 0.27 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code IRC2018(rP12014 Matrix-S Weight:70 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x3 SPF No.2 WEBS 1 Row at midpt 4-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS. All bearings 19-3-12. (lb)- Max Horz 1=-286(LC 10) Max Uplift All uplift 100 lb or less atjoint(s)except 1=-163(LC 10),7=-120(LC 11),11=-240(LC 12), 12=-179(LC 12),9=-240(LC 12),8=-179(LC 12) Max Grav All reactions 250 lb or less atjoint(s)1,7 except 10=365(LC 17),11=579(LC 17),12=404(LC 17), 9=578(LC 18),8=405(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-285/245,2-13=-278/145,6-7=-280/184 WEBS 3-11=-404/319,2-12=-297/225,5-9=-404/319,6-8=-298/225 NOTES- 1)Unbalanced roof live loads have been considered for this design: 2)Wind:ASCE 7-16;Vult=152mph(3-second gust)Vasd=120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp B;Enclosed;MWFRS(directional)and C-C Extedor(2E)0-4-4 to 3-4-4,Interior(1)3-4-4 to 9-8-2,Exterior(2R)9-8-2 to 12-8-2, Interior(1)12-8-2 to 19-0-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 163 lb uplift at joint 1,120 lb uplift at joint 7,240 lb uplift at joint 11,179 lb uplift at joint 12,240 lb uplift at joint 9 and 179 lb uplift at joint 8. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job I mss I russ I ype I Qty I Ply 12109139B-Nuai Residence,Southold,NY 2109139B V005 Valley 2 1 Job Reference o tional 8.410 s Mar 19 2021 MiTek Industries,Inc. Fri Sep 2414:56:14 2021 Page 1 I D:TOc6P4r2coW Y6eBQ7XrjeMyabBx-5Dxr4AnTYnjCs_ebEQNy Vatj6URYX50 Q5Vd6yaXH7 7-4-2 1.4-8-4 7-4-2 7-4-2 4x4= Scale=1*45.8 3 12.00 F12 9 10 1x4 II T 1 1 x4 11 4 2 1 1 5 1 0 0 o � 4x4// 8 11 7 12 6 4x4 0 1x411 1w, 1x411 0 14-8-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (Ioc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) n/a - n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.15 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code I RC201 8/TP12014 Matrix-S Weight:49 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x3 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 14-7-12. (lb)- Max Horz1=215(LC 11) Max Uplift All uplift 100 lb or less at joint(s)1,5 except 8=-228(LC 12),6=-228(LC 12) Max Grav All reactions 250 lb or less atjoint(s)1,5 except 7=365(LC 17),8=536(LC 17),6=536(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-8=-378/352,4-6=-378/352 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=152mph(3-second gust)Vasd=120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp B;Enclosed;MWFRS(directional)and C-C Exterior(2E)0-4-4 to 3-4-2,Interior(1)3-4-2 to 7-4-2,Exterior(2R)7-4-2 to 10-4-2, Interior(1)10-4-2 to 14-4-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for-reactions-shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=I O.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joints)1,5 except at--lb) 8=228,6=228. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job I russ I russ I ype Qty Ply 2109139B-Nuzzi Residence,Southold,NY 2109139E V006 Valley 2 1 Job Reference(option 8.410 s Mar 19 2021 MiTek Industries,Inc. Fri Sep 2414:56:43 2021 Pagel ID:TOc6P42coWY6eBQ7XrjeMyabBx4oBo947fjhM5gRMA000161 hW1 POhjhzMhRdX8wyaXGg 5-0-2 10-0-4 5-6-2 5-0-2 4x6= Scale=1:31.3 2 12.00 12 T 1 T 6 5 3 1 4 v 0 0 0 0 4x4// 444 II'' 4x4 0- "It-L 0 10-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.37 Vert(LL) n/a - n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.19 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight:30 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x3 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=279/9-11-12 (min.0-1-8),3=279/9-11-12 (min.0-1-8),4=374/9-11-12 (min.0-1-8) Max Horz 1=143(LC 11) Max Upliftl=-64(LC 12),3=-64(LC 12),4=-16(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=152mph(3-second gust)Vasd=120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Enclosed;MWFRS(directional)and C-C Exterior(2E)0-4-4 to 3-4-4,Interior(1)3-4-4 to 5-0-2,Exterior(211)5-0-2 to 8-0-2, Interior(1)8-0-2 to 9-8-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3,4. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job I russ Truss Type City, Ply 21091398-NuuJ Residence,Southold,NY 2109139B V007 VALLEY 1 1 Job Reference(optional) 8.410 s Mar 19 2021 MiTek Industries,Inc. Fri Sep 2414:57:53 2021 Page 1 I D:TOc6P4r2.W Y6eBQ7XrjeMyabBx-iGPGrOzZEBB9EBidX#AxobNrrd uQ7FQgnKaEbtyaXFa 11-6-0 11-6-0 2.00 12 1x4 11 1x4 11 Scale=1:56.1 1x4 II 7 8 1x4 II tx4 11 '5 6 5x6= 4 1 2 3 2 1 2 3 4 5 15 14 13 12 11 10 9 5x8 MT18HS II 1x4 11 1x4 II 1x4 11 1x4 11 1x4 II 8x8= I LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.72 Vert(LL) 0.00 1-2 n/r 120 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.23 Vert(CT) 0.00 1-2 n/r 120 MT18HS 197/144 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(CT) -0.00 9 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight:79 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x3 SPF No.2*Except' BOT CHORD Rigid ceiling directly applied or 9-1-1 oc bracing. W1:2x4 SPF No.2 WEBS 1 Row at midpt 2-15,8-9,7-10,6-11,2-14 OTHERS 2x3 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 11-6-0. (lb)- Max Horz 15=303(LC 12) Max Uplift All uplift 100 lb or less at joint(s)9,10,11,12,13 except 15=-597(LC 10),14=-1001(LC 9) Max Grav All reactions 250 lb or less at joint(s)9,10,11,12,13 except 15=933(LC 12),14=703(LC 10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-15=-1660/856 BOT CHORD 14-15=-366/196 WEBS 2-14=-1037/1930 NOTES- 1)Wind:ASCE 7-16;Vult=152mph(3-second gust)Vasd=120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. 11;Exp B;Enclosed;MWFRS(directional)and C-C Comer(3E)-0-9-8 to 2-2-8,Exterior(2N)2-2-8 to 11-4-12 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)All plates are MT20 plates unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9,10,11,12,13 except(jt=lb)15=597,14=1001. 10)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPl 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 2109139B-Nuzzi Residence,Southold,NY 2109139B V008 VALLEY 1 1 Job Reference(optional) 8.410 s Mar 19 2021 MiTek Industries,Inc. Fri Sep 2414:58:572021 Pagge� 1 ID:TOc6P4r2coWY6eBQ7XrjeMyabBx-gaHSH,AjAsF4v1 cwH9oAXHFPgQIM7F85VH4dr9yaXEa NNOr3�8 11-6-0 11-2-8 2.00 12 1x4 11 Scale=1:41.2 tx4 II 5 1x4 II 114 4x6= 10 3 1 2 N�__ B1 10 9 8 7 6 2x4 II 4x4= 1x4 II 1x4 II I Plate Offsets(X Y)— [2:0-2-3 0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL) 0.00 1 n/r 120 MT20 1971144 TCDL 10.0 Lumber DOL 1.15 BC 0.17 Vert(CT) 0.00 1 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.31 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix-S Weight:49 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x3 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x3 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 11-6-0. (lb)- Max Horz 9=230(LC 12) Max Uplift All uplift 100 lb or less at joint(s)9,6 except 7=-128(LC 8),8=-333(LC 9) Max Grav All reactions 250 lb or less at joint(s)9,6 except 7=514(LC 17),8=505(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 4-7=-353/279,3-8=-307/194,2-8=-259/412 NOTES- 1)Wind:ASCE 7-16;Vult=152mph(3-second gust)Vasd=120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Enclosed;MWFRS(directional)and C-C Extedor(2E)-0-9-8 to 2-2-8,Interior(1)2-2-8 to 11-4-12 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9,6 except at--lb) 7=128,8=333. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job russ I russ I ype y 12109139B-Nuzzi Residence,Southold,NY 2109139E V009 VALLEY 1 1 Job Reference(optional) 8.410 s Mar 19 2021 MiTek Industries,Inc. Fri Sep 2415:00:332021 Pagel ID:TOc6P4r2coWY6eBQ7XrjeMyabBx-0241RkvwZMLSQnxNvJWhQXDgc7WEcYLDaDUDbyaXD4 038 1 11-" 18-11 0 30-11-2 -0- 11-2-8 7-5-0 12-0-2 0-3 8 4x4= Scale=1:72.3 8 12.00 12 2x4 II 23 24 2x4 II 7 9 4x4�� 10 2.00 12 2x4 II 4x4= 5 2x4 II 5 6 2x4 II 2x4 I I 22 4 4 11 2 2 213 4 4 25 1 2 2 3 6 1 1 12 v 0 0 4x4 20 19 18 26 17 16 15 14 13 2x4 11 2x4 11 2x4 11 2x4 11 5x6= 2x4 II 2x4 11 2x4 11 30-11-2 30-11-2, Plate Offsets(X Y)— [10:0-2-0 Edge] 116:0-3-0 0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.26 Vert(LL) 0.00 1 n/r 120 MT20 1971144 TCDL 10.0 Lumber DOL 1.15 BC 0.14 Vert(CT) 0.00 2 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(CT) 0.02 12 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight:114 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x3 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x3 SPF No.2 WEBS 1 Row at midpt 8-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 30-10-14. (lb)- Max Horz20=-376(LC 10) Max Uplift All uplift 100 lb or less at joints)20,18,19 except 15=-148(LC 10), 16=-241(LC 12),17=-204(LC 12),14=-225(LC 12),13=-235(LC 12),12=-198(LC 11) Max Grav, All reactions 250 lb or less atjoint(s)20 except 15=578(LC 18),16=604(LC 17),17=515(LC 17),18=430(LC 18),19=380(LC 17),14=599(LC 18),13=572(LC 18),12=349(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 6-7=-148/262,7-23=-281/540,8-23=-251/571,8-24=-250/597,9-24=-294/566, 9-10=-319/338,10-11=-370/333,11-25=-390/426,12-25=-436/396 BOT CHORD 19-20=-309/317,18-19=-309/317,18-26=-309/317,17-26=-309/317,16-17=-309/317, 15-16=-309/315,14-15=-309/315,13-14=-309/315,12-13=-309/315 WEBS 8-15=-648/227,7-16=-403/394,5-17=-315/304,4-18=-331/148,3-19=-283/149, 9-14=-399/378,11-13=-381/362 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=152mph(3-second gust)Vasd=120mph;TCDL=6.Opsf,BCDL=6.Opsf,h=25ft;B=45ft;L=31ft;eave=4ft;Cat. II;Exp B;Enclosed;MWFRS(directional)and C-C Exterior(2E)-0-9-8 to 2-3-10,Interior(1)2-3-10 to 18-11-0,Extedor(2R)18-11-0 to 22-0-2,Interior(1)22-0-2 to 30-6-14 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)20,18,19 except (jt=lb)15=148,16=241,17=204,14=225,13=235,12=198. 7)This truss is designed in accordance with the 2018 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/fPI 1. LOAD CASE(S) Standard Job fuss I mss I ype y 21091398-Nuzzi Residence,Southold,NY 2109139E v010 Valley 1 1 Job Reference(optional) 8.410 s Mar 19 2021 MR-ek Industries,Inc. Fri Sep 2415:01:22 2021 Page 1 ID:TOc6P4r2coWY6eBQ7Xr eMyab8x4UYGjUVfOPWVoJBnG6vBwsl6ptB2bgZRrLioRFyaXCJ 11 Cr0 18-11-0 28-7-2 0 11-2-8 7-5-0 9-8-2 4x4= Scale=1:62.9 6 12.00 12 2x4 II 18L 19 2x4 II 5 7 3 2.00 12 2x4 II 4x4= 20 2x411 3 4 3 2x411 ST1 T5 8 17 2 9 Ny1 _ R9 W v O O p 4x4= 16 2x4 11 15 2x4 11 2x4 11 14 13 2x4 1112 11 2x4 11 2x4 11 10 4x4 28-7-2 28-7-2 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 11defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL) n/a - n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.37 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.28 Horz(CT) 0.01 9 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight:92 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x3 SPF No.2 WEBS 1 Row at midpt 6-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation uide. -REACTIONS. All bearings 28-7-2. (lb)- Max Horz 1=266(LC 11) Max Uplift All uplift 100 lb or less atjoint(s)1,15 except 9=-149(LC 11),14=-232(LC 12),16=-183(LC 8), 11=-240(LC 12),10=-179(LC 12) Max Grav All reactions 250 lb or less at joint(s)9 except 1=301(LC 18),12=447(LC 17),14=591(LC 17), 15=330(LC 18),16=715(LC 17),11=586(LC 18),10=408(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 6-19=-82/251,8-9=-334/226 WEBS 6-12=-275/0,5-14=408/384,2-16=-542/250,7-11=411/393,8-1 0=-301/31 0 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=152mph(3-second gust)Vasd=120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=45ft;L=29ft;eave=4ft;Cat. 11;Exp B;Enclosed;MWFRS(directional)and C-C Exterior(2E)0-0-0 to 3-0-0,Interior(1)3-0-0 to 18-11-0,Exterior(2R)18-11-0 to 21-11-0,Interior(1)21-11-0 to 28-2-14 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)1,15 except Qt=lb)9=149,14=232,16=183,11=240,10=179. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job I russ Truss Type Uty Ply 121091398-Nuzzi Residence,Southold,NY 2109139B V011 Valley 2 1 Job Reference(optioned) 8.410 s Mar 19 2021 MiTek Industries,Inc. Fri Sep 2415:02:37 2021 Pagel ID:TOo6P42coWY6eBQ7XrjeMyab8x-OvadS7PiMSzslrQCAMImSgM1I6gGgkzT5WNGZPyaXBB 0- 14-4-2 17310 OAR 14-0-10 2-11-8 4x4= Scale:1B"=1' 6 12.00 FIT 2x4 11 7 2x4 II 5 4x4// 2x4 11 4 3 14 1 0 2x4 1 TST T S 2 1 v 0 0 4x4// 13 16 12 11 10 9 8 2x4 11 2x4 11 4x4— 2x4 11 2x4 11 2x4 II 17-3-10 17-3-10 Plate Offsets(X Y)— [4.0-2-0 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL) n/a - n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.14 Vert(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.35 Horz(CT) 0.00 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight:90 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x3 SPF No.2*Except* WEBS 1 Row at midpt 7-8,6-9,5-11 ST4:2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation quide. REACTIONS. All bearings 17-3-6. (lb)- Max Horz 1=441(LC 12) Max Uplift All uplift 100 lb or less at joint(s)8 except 1=-246(LC 10),11=-233(LC 12),12=-223(LC 12),13=-188(LC 12) Max Grav All reactions 250 lb or less at joint(s)8 except 1=414(LC 12),9=478(LC 17),11=594(LC 17),12=568(LC 17),13=441(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-686/433,2-14=-491/288,3-14=-475/331 WEBS 6-9=-291/45,5-11=-391/325,3-12=-369/301,2-13=-313/254 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=152mph(3-second gust)Vasd=120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Enclosed;MWFRS(directional)and C-C Exterior(2E)0-4-4 to 3-4-4,Interior(1)3-4-4 to 14-4-2,Exterior(2E)14-4-2 to 17-2-6 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8 except Qt=lb) 1=246,11=233,12=223,13=188. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI1TPI 1. LOAD CASE(S) Standard Job I russ I russ I ype I Qty I Ply 12109139B-Nuzzi Residence,Southold,NY 2109139B V012 Valley 2 1 Job Reference o tional 8.410 s Mar 19 2021 MiTek Industries,Inc. Fri Sep 2415:03:27 2021 Page 1 ID:TOc6P4r2coWY6eBQ7XrjeMyabBx-wXbXyE03apGmIXFpSseVUDQa7GuwNl Bgb1UwJ WyaXAM ov2-11-8 14-11-10 2-8-0 12-0-2 4x4= Scale=1:74.1 12.0D 12 2 1x4 II 1 11 U4 II 3 4x4 4 1 U4 11 35 2 12 WRI v 0 0 10 9 8 7 4x4 U4 II 1x4 11 U4 11 1x4 11 14-11-10 14-11-10 Plate Offsets(X Y)— [4:0-2-0 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) l/def1 Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL) n/a - n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.14 Vert(CT) n/a - n/a 999 BCLL 0.0 " Rep Stress Incr YES WB 0.55 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight:66 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x3 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x3 SPF No.2 WEBS 1 Row at midpt 1-10,2-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 14-11-6. (lb)- Max Horz 10=-347(LC 12) Max Uplift All uplift 100 lb or less atjoint(s)10 except 6=-134(LC 11),8=-231(LC 12),7=-232(LC 12) Max Grav All reactions 250 lb or less at joint(s)10 except 6=268(LC 12),9=482(LC 18),8=593(LC 18),7=563(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 4-5=-266/180,5-12=-497/333,6-12=-525/303 BOT CHORD 9-10=-257/435,8-9=-257/435,7-8=-257/435,6-7=-257/435 WEBS 2-9=-293/48,3-8=-391/362,5-7=-373/323 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=152mph(3-second gust)Vasd=120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp B;Enclosed;MWFRS(directional)and C-C Exterior(2E)0-1-4 to 2-11-8,Exterior(21R)2-11-8 to 5-11-8,Interior(1)5-11-8 to 14-7-6 zone;cantilever left and right exposed;C-C for members and forces i£MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10 except Qt=lb) 6=134,8=231,7=232. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type I Qty Ply 12109139B-Num Residence,Southold,NY 2109139B V013 Valley 2 1 Job Reference(option 1 6.410 s Mar 19 2021 MTek Industries,Inc. Fri Sep 2415:03:54 2021 Page 1 ID:TOc6P42coWY6eBQ7MeMyab8x-dAkcSL?D6gx2gp?A1dg4w2C287VCaFoc XdSyaX9x 2-11 8 12-7-10 0 2$0 9-8-2 4x4= Scale=1:59.7 12.00 12 2 1x4 II 1 10 1x4 II 3 2 1 ci C Al 2 1x4 II T3 4 5 RI v 0 0 9 8 7 6 4x4\\ 1 x4 11 1 x4 11 1 x4 11 1 x4 11 12-7-10 r 12-7-10 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) n/a - n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.12 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.27 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code IRC2018lrP12014 Matrix-S Weight:52 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x3 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x3 SPF No.2 WEBS 1 Row at midpt 2-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 12-7-6. (lb)- Max Horz 9=-255(LC 12) Max Uplift All uplift 100 lb or less at joint(s)9 except 5=-204(LC 11),7=-242(LC 12),6=-177(LC 12) Max Grav All reactions 250 lb or less atjoint(s)9 except 5=258(LC 12),8=479(LC 18),7=584(LC 18),6=402(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-4=-301/252,4-5=-511/313 BOT CHORD 8-9=-204/359,7-8=-204/359,6-7=-204/359,5-6=-204/359 WEBS 2-8=-289/57,3-7=-406/422,4-6=-296/294 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=152mph(3-second gust)Vasd=120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp B;Enclosed;MWFRS(directional)and C-C Exterior(2E)0-1-4 to 2-11-8,Exterior(2R)2-11-8 to 5-11-8,Interior(1)5-11-8 to 12-3-6 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9 except at--lb) 5=204,7=242,6=177. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard oruss rus8 ype y 12109139B-Nuzzi Residence,Southold,NY 21091398 �V'014 Valley 2 1 Job Reference(optional 8.410 s Mar 19 2021 MiTek Industries,Inc. Fri Sep 2416:134:18 2021 Page 1 I D:TOc6P42coW Y6eBQ7XrjeMyabBx-wLApfge3ZUhXwMeca33S2_21 RpJ5gP8KJjL6c3yaX9Z 0,3 s 2-11-8 10-3-10 038 2&0 74-2 4x4= Scale=1,45.8 12.00 f 12 2 1x4 II 1 8 2 1A 11 1 3 4 0 7 6 9 5 4x4 1x4 11 1x4 11 1x4 11 10-3-10 , 10310 LOADING(psf) SPACING- 2-0-0 CSL DEFL in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL) n/a - n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.12 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code IRC2018IrP12014 Matrix-S Weight:39 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x3 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x3 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 10-3-10. (lb)- Max Horz7=-173(LC 8) Max Uplift All uplift 100 lb or less at joint(s)7,4 except 5=-230(LC 12) Max Grav All reactions 250 lb or less at joint(s)7,4 except 6=481(LC 18),5=542(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-4=-316/235 BOT CHORD 6-7=-159/275,6-9=-159/275,5-9=-159/275,4-5=-159/275 WEBS 2-6=-291/74,3-5=-380/461 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=152mph(3-second gust)Vasd=120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp B;Enclosed;MWFRS(directional)and C-C Exterior(2E)0-1-4 to 2-11-8,Exterior(2R)2-11-8 to 5-11-8,Interior(1)5-11-8 to 9-11-6 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,4 except at--lb) 5=230. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job I russ I cuss I ype Qty I Ply 12109139B-Nuai Residence,Southold,NY 2109139B V015 Valley 2 1 Job Reference(option 8.410 s Mar 19 2021 Mi rek Industries,Inc. Fri Sep 2415:04:33 2021 Page 1 I D:TOc6P42coWY6eBQ7XrjeMyabBx-_DauoopT15aPDglVyjgz98916sQErEVYmZUPehyaX9K 5�2 7-11-10 443-10 2-11-8 4x4= Scale=1:32.3 2 12.00 12 tx4 11 T 3 6 0 0 N 1 O O 2x4/i 5 4 1x4 11 1x4 II 7-11-10 _ 7-11-10 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.64 Vert(LL) n/a - n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.15 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight:27 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x3 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x3 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=224/7-11-10 (min.0-1-8),4=128/7-11-10 (min.0-1-8),5=399/7-11-10 (min.0-1-8) Max Horz 1=-1 1 9(LC 10) Max Uplift1=-62(LC 12),4=-87(LC 12),5=-4(LC 9) Max Grav1=226(LC 18),4=144(LC 18),5=432(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-333/141 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=152mph(3-second gust)Vasd=120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp B;Enclosed;MWFRS(directional)and C-C Exterior(2E)0-4-4 to 3-4-4,Interior(1)3-44 to 5-0-2,Exterior(2E)5-0-2 to 7-10-6 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurreht with any other live loads. 5)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,4,5. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job russ Truss Type Qty Ply 12109139B-Nuai Residence,Southold,NY 21091393 V016 Valley 1 1 Job Reference(optional) 8.410 s Mar 19 2021 MiTek Industries,Inc. Fri Sep 2416:06:17 2021 Page 1 I D.TOc6P42coW Y6eBQ7XrjeMyab8x-xEsodM4Y2heifEU2ZhMN4Tg_nyLDH5rgkgvHfyaX7i 0- 8 16-8-2 10-7-100 164-10 2-11-8 4x4= Scale=1:114A 10 2x4 II 2x4 II 2x4 11 12.00 12 2x4 II 9 3 11 12 2x4 11 8 2x4 11 7 T 2x4 11 6 g 4x4/i 8 1 9 2x4 11 5 6 9 4 2x4 11 3 5 4 2� S 3 S 2 1 v 0 C5 4x4// 23 22 21 20 19 18 17 16 15 14 13 2x4 II 2x4 11 4x4= 2x4 11 2x4 11 2x4 11 2x4 11 2 x4 11 2 x4 11 2x4 11 2x4 II 19-7-10 19-7-10 Plate Offsets(X Y)— [4:0-2-0 Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) n/a - n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(CT) -0.00 13 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix-S Weight:158 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x3 SPF No.2*Except* WEBS 1 Row at midpt 12-13,9-16,8-17,7-18,6-20,11-14 ST8,ST7,ST6:2x4 SPF No.2 2 Rows at 1/3 pts 10-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 19-7-10. (lb)- Max Horz 1=533(LC 12) Max Uplift All uplift 100 lb or less at joint(s)13,14 except 1=-252(LC 10), 16=-102(LC 12),17=-116(LC 12),18=-107(LC 12),20=-11O(LC 12),21=-111(LC 12),22=-102(LC 12),23=-137(LC 12) Max Grav All reactions 250 lb or less atjoint(s)13,15,16,17,18,20,21,22,14 except 1=481(LC 12),23=278(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-936/500,2-24=-735/377,3-24=-719/402,3-4=-591/323,4-5=-582/339, 5-6=-438/289,6-7=-287/239 WEBS 2-23=-218/259 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=152mph(3-second gust)Vasd=120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. 11;Exp B;Enclosed;MWFRS(directional)and C-C Comer(3E)0-4-4 to 3-4-4,Exterior(2N)3-4-4 to 16-8-2,Comer(K)16-8-2 to 19-6-6 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)13,14 except (jt=lb)1=252.16=102,17=116,18=107,20=110,21=111,22=102,23=137. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)13. 10)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/fPI 1. LOAD CASE(S) Standard Job Truss I fuss I ype Qty Ply 2109139B-Nuai Residence,Southold,NY 2109139E V017 Valley 1 1 Job Reference(optional) 8.410 s Mar 19 2021 MiTek Industries,Inc. Fri Sep 2415:07:34 2021 Page 1 ID:TOc6P42coWY6eBQ7XdeMyabBx-B20vnh??PiOjRUdH3EaQ J9pGgEM16EBODgUUiyaX6V 0-,�6 16-8-2 0. 16-4-10 2x4 I I Scale=1:106.8 10 2x4 II 12.00 12 2x4 II 21 9 2x4 11 8 2x4 11 7 T 2x4 11 6 Ci 4x4 2x4 11 5 917 4 2x4 II 3 5 2 2� S 3 S 2 1 1 v 0 0 4x4// 19 18 17 16 15 14 13 12 11 2x4 11 2x4 11 4x4= 2x4 11 2x4 II 2x4 11 2x4 11 2x4 11 2x4 11 16-8-2 16-8-2 Plate Offsets(X Y)— (4:0-2-0 Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL) n/a - n/a 999 MT20 1971144 TCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(CT) -0.00 11 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight:129 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-10 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x6 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x3 SPF No.2*Except* WEBS 1 Row at midpt 9-12,8-13,7-14,6-16 ST7,ST6:2x4 SPF No.2 2 Rows at 1/3 pts 10-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 16-7-14. (lb)- Max Horz 1=635(LC 12) Max Uplift All uplift 100 lb or less atjoint(s)11 except 1=-210(LC 10),12=-102(LC 12),13=-115(LC 12),14=-107(LC 12),16=-110(LC 12),17=-111(LC 12), 18=-102(LC 12),19=-137(LC 12) Max Grav All reactions 250 lb or less atjoint(s)11,12,13,14,16,17,18 except 1=582(LC 12),19=278(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1277/611,2-20=-1085/486,3-20=-1070/511,3-4=-929/422,4-5=-920/438, 5-6=-764/358,6-7=-600/279,7-8=-441/202,8-21=-268/104,9-21=-259/120 WEBS 2-19=-219/285 NOTES- 1)Wind:ASCE 7-16;Vult=152mph(3-second gust)Vasd=120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. 11;Exp B;Enclosed;MWFRS(directional)and C-C Comer(3E)0-4-4 to 3-4-4,Exterior(2N)34-4 to 16-6-14 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)Gable requires continuous bottom chord bearing. 4)Gable studs spaced at 2-0-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)11 except(jt=lb) 1=210,12=102,13=115,14=107,16=110,17=111,18=102,19=137. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job I fuss I fuss I ype Qty Ply 2109139B-Nuzzi Residence,Southold,NY 2109139E V018 Valley 1 1 Job Reference(optional) 8.410 s Mar 19 2021 MiTek Industries,Inc. Fri Sep 2415:0827 2021 Pagel ID:TOc6P42coWY6eBQ7XrjeMyabBx-8EjxvpeFw-3CIdATgsireUsrTBHrg1c az9or7yaX5g 0-H 14-4-2 0- 14-0-10 2x4 11 Scale=1:79.5 6 ARI jul 11 v 9" . . 0 4x4// 10 9 8 7 1 x4 11 13 1 x4 11 1 x4 11 2x4 11 14--2 1442 Plate Offsets(X Y)— [4:0-2-0 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (Ioc) I/defi L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL) n/a - n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.16 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.35 Horz(CT) 0.00 7 n/a n/a BCDL 10.0 Code IRC20181TPI2014 Matrix-S Weight:69 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x3 SPF No.2 WEBS 1 Row at midpt 6-7,5-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 14-4-2. (lb)- Max Horz 1=546(LC 12) Max Uplift All uplift 100 lb or less at joint(s)7 except 1=-205(LC 10),8=-234(LC 12),9=-223(LC 12),10=-188(LC 12) Max Grav All reactions 250 lb or less at joint(s)7 except 1=519(LC 12),8=608(LC 17),9=565(LC 17),10=442(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-887/584,2-11=-676/405,3-11=-660/448,3-4=-407/225,4-5=-376/276 WEBS 5-8=-391/353,3-9=-369/333,2-1 0=-313/281 NOTES- 1)Wind:ASCE 7-16;Vult=152mph(3-second gust)Vasd=120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp B;Enclosed;MWFRS(directional)and C-C Exterior(2E)0-4-4 to 3-4-4,Interior(1)34A to 14-2-14 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=IO.Opsf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)7 except Qt=lb) 1=205,8=234,9=223,10=188. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job I fuss I russ I ype Uty Ply 2109139B-Nuai Residence,Southold,NY 2109139E V019 Valley 1 1 Job Reference o tional 8.410 s Mar 19 2021 M7ek Industries,Inc. Fri Sep 2415.08:48 2021 Paggee 1 ID:TOc6P42coWY6eBQ7XrjeMyabBx-OHUtJ_vQ_RiDJsHVPnvm wDRBfSj5Tg4P)dP4P; 5L 12-0-2 a 11-8-10 2x4 11 Scale=1:67.1 5 12.00 12 tL4x4 4 II 1x4 T 1 v ' 0 0 4x4 O 8 7 6 1x4 11 1x4 11 2x4 11 12-0-2 12-0-2 Plate Offsets(X Y)-- [3:0-2-0 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL) n/a - n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.16 Vert(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.55 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight:54 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x3 SPF No.2 WEBS 1 Row at midpt 5-6 M7ek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 12-0-2. (lb)- Max Horz 1=454(LC 12) Max Uplift All uplift 100 lb or less at joints)6,1 except 7=-231(LC 12), 8=-232(LC 12) Max Grav All reactions 250 lb or less atjoint(s)6 except 1=374(LC 12),7=605(LC 17),8=561(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-744/484,2-3=-448/244,3-4=-417/295 WEBS 4-7=-390/396,2-8=-375/374 NOTES- 1)Wind:ASCE 7-16;Vult=152mph(3-second gust)Vasd=120mph;TCDL=6.Opsf;BCDL=6.Opsf,h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp B;Enclosed;MWFRS(directional)and C-C Exterior(2E)04-4 to 3-4-4,Interior(1)3-4-4 to 11-10-14 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,1 except at=lb) 7=231,8=232. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANS11TPI 1. LOAD CASE(S) Standard Job I fuss Truss I ype Qty Ply 2109139B-Nuzzi Residence,Southold,NY 2109139B V020 Valley 1 1 Job Reference(optional) 8.410 s Mar 19 2021 MiTek Industries,Inc. Fri Sep 2415:09:44 2021 Page 1 ID:TOc6P42coWY6eBQ7XrjeMyab8x-N2t248aYoemG1 SZGgXvvGjYukEbWDhyJHRJM29yaX4T 0- 7-5-0 a- ai-1-s� 12.00 12 Scale= 1:124.3 1 x4 11 2x4 11 5 4x6 /i 4 1x4 11 2 T 46 // 1 �S 2 1 10 98 7 6 3x6 11 6x6 = 8x8 =2x4 11 1 x4 I I N 75- Plate Offsets(X Y)— [1:0-2-12 0-1-8] 19:0-2-8 0-3-41 LOADING(psi) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.77 Vert(LL) n/a - n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.05 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight:121 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x4 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: W4:2x6 SPF No.2,W2:2x3 SPF No.2 7-7-10 oc bracing:9-10. OTHERS 2x4 SPF No.2*Except* WEBS 1 Row at midpt 4-7,3-8,2-9,1-9,4-6 ST3:2x4 SPF 2100F 1.8E,ST1:2x3 SPF No.2 2 Rows at 1/3 pts 1-10,5-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 7-5-0. (lb)- Max Horz 10=278(LC 12) Max Uplift All uplift 100 lb or less at joint(s)8 except 10=-515(LC 10),6=-957(LC 12),7=-293(LC 10),9=-1203(LC 12) Max Grav All reactions 250 lb or less at joint(s)8 except 10=1243(LC 12), 6=470(LC 10),7=874(LC 12),9=611(LC 10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-2706/1196,1-2=-401/187,2-11=-251/99 BOT CHORD 9-10=-610/275,8-9=-262/119,7-8=-262/119,6-7=-275/125 WEBS 4-7=-1863/790,2-9=-151/257,1-9=-1122/2522,4-6=-958/2104 NOTES. 1)Wind:ASCE 7-16;Vult=152mph(3-second gust)Vasd=120mph;TCDL=6.Opsf;BCDL=6.Opsf,h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp B;Enclosed;MWFRS(directional)and C-C Comer(3E)0-1-4 to 3-1-4,Extedor(2N)3-1-4 to 7-3-12 zone;cantilever left and right exposed;C-C for members and forces$MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as perANSI/TPI 1. 3)Gable requires continuous bottom chord bearing. 4)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8 except at--lb) 10=515,6=957,7=293,9=1203. 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job I russ I russ I ype I Qty I Ply 12109139B-Nuzui Residence,Southold,NY 2109139B V021 Valley 1 1 Job Reference(optional) 8.410 s Mar 19 2021 MiTek Industries,Inc. Fri Sep 2415:10:09 2021 Pagel ID:TOc6P4f2coWY6eBQ7XrjeMyabBx-9suVPubEvKvjYJz4eHsmn?4BiJ5sa4D?1 gtBRDyaX44 7-5-0 7-1-8 Scale=1:81.2 2x4 II 3 12.00 12 tx4 II 2 5x6=1 7 1 6 5 4 Us 11 6x6= 2x4 I I I Plate Offsets(X Y)— [1:Edge 0-2-7] [5:0-2-8 0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.62 Vert(LL) n/a n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.15 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix-P Weight:55 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x3 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 8-0-10 oc bracing. W3:2x4 SPF No.2 WEBS 1 Row at midpt 1-6,3-4,2-5 OTHERS 2x3 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=118/7-5-0 (min.0-1-8),4=15217-5-0 (min.0-1-8),5=447/7-5-0 (min.0-1-8) Max Horz6=283(LC 12) Max Uplift6=-288(LC 10),4=-85(LC 12),5=-811(LC 12) Max Grav6=786(LC 12),4=217(LC 17),5=790(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-6=-1515/547,1-7=-679/276,2-7=-654/281,3-4=-139/253 BOT CHORD 5-6=-542/213 WEBS 2-5=-406/625,1-5=-479/1220 NOTES- 1)Wind:ASCE 7-16;Vult=152mph(3-second gust)Vasd=120mph;TCDL=6.Opsf;BCDL=6.Opsf,h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp B;Enclosed;MWFRS(directional)and C-C Exterior(2E)0-1-4 to 3-1-4,Interior(1)3-1-4 to 7-3-12 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) 6=288,5=811. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard APPROVED AS NOTED DATE B.P.# L ID 0 OWLY WITH ALL CODES CAP FEE: BY NEW YORK STATE &TOWN COMES NOTIFY BUILDING DEPARTMENT AT AS flEGUIRE0 AND CO 765-1802 8 AM TO 4 PM FOR THE _ FOLLOWING INSPECTIONS: UTHOLDTDW gk -,'E`�f 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE IOLU1'OIIIR` Nt � 2. ROUGH-FRAMING,PLUMBING, STRAPPING, ELECTRICAL&CAULKING THOLDTomm 3. INSULATION 4. FINAL-CONSTRUCTION &ELECTRICALS DEC _S MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OFTHE CODES-OF NEW YORK STATE. NOTRESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. RETAIN STORK WATER M Dp NOT`PROCEED WITH PURSUANT TO slow"&or FRAMING UNTIL W ty OF THE TOWN ATION md d C H S SEEN AP ROVED. testhVnqalm* PLUMBER COMFICATICN ON LE"COMI T BEFORE CERTIFICATE OF Oi I:C+UPANCY muggy )AM TRUSS PLACARDfNQ U41J RE0 � ` SOCCER CEEB IN WATER E SUPPLY SYSTEM CANNOT DM EXCEED?MO OF 1% LEAD. I I�I�OR PLUMBING ELECTRICAL -ALL PLUMBING WASTE INSPECTION REQUIRED tWATER LINES NEED TESTING BEFORE COVERING OCCUPANCY OR USE IS UNAWLFUL WITHOUT CERTIFICATE OF OCCUPANCY O P N U N AV Zo U5 � N O Q 59g,53 �' M I Off- 20,_o 10Q•00� 25' RIGHT OF WAY TO INCORPORATE WATER LINE 56'-6„ AND OTHER UTILITY EASEMENTS �Q"w �,..,.. �.30 , DRAWING INDEX A.01 SITE PLAN 09 w � A.0 GENERAL NOTES 125.0 -R--_25.00' A.0 3 GENERAL NOTES %x A.0t GENERAL NOTES .� Ids L�=V _ A.O'i GENERAL NOTES 7�•3Q� ..-- _ A.06 RESCHECK RESIDENCE � N R=25.0-07 A.07 RESCHECK RESIDENCE AY N PLAN L=39.2 / � n Q�• A1.1 BASEMENT O FLOOR PLAN / -J7 30 L • E1.I BASEMENT ELECTRICAL PLAN I Q S1.2 MAIN LEVEL FRAMING PLAN PROPOSED SEPTIC LOCATION �L5•Q A1.2 MAIN LEVEL FLOOR PLAN n E1... MAIN LEVEL ELECTRICAL PLAN TBD S1.3 UPPER LEVELAOW ROOF FRAMING PLAN A11.3 UPPER LEVEL & ROOF PLAN E1.3 UPPER LEVEL ELECTRICAL PLAN ROOF FRAMING PLAN PIN( A2,* EXTERIOR ELEVATIONS 29 9 pRNEwA A2.2 EXTERIOR ELEVATIONS �o AS'' SECTIONS & DETAILS O RM A3.2 SECTIONS & DETAILS P• 01 FR�NS s A3..5 SECTIONS & DETAILS o 50 S .. • S5' FOUNDATION DETAILS '�� • PO.' PLUMBING RISER DIAGRAM PROJECT INFORMATION C 'n0 V`I • fficTCT NAME v " CO �- ' ��•3O L OOL NUZZI RESIDENCE S E P OY R S1DENC FENCE Or SUMMARY: NEW RESIDENCE ('r1 PR JECT ADDRESS: .. .. .... .. 4832 YOUNGS AVE, SOUTHOLD, NY 11971 rn N• N CHRIS NUZZI �. QED CHRISNUZZI®YAHOO.COM G 0 rn 0. LOT 4 �' ZZA A ACRY T. CLANAHAN ARCHITECT 1 � CONTACT: ZACHARY T. CLANAHAN 0. 1 GRAVEL HILLS ROAD, HAMPTON BAYS, NY 11946 HEDGES E: ZAC®ZTCARCHITECTURE.COM SECOND LEVEL DECK -TERRACE @111.01NG CODES & ZONING: 2020 NY RES. CODE AND 2020 IRC TOWN OF SOUTHOLD - ZONE:AC (AGRICULTURE CONSERVATION) 0` FENCE Y COUNSTRUCTION TYPE: V-B P° x (4) DRYWELL.S TO BE 2° G POo� m �-ArrD BY SURVEYOR SITE ANALYSIS ul 5� r SITI: ANALYSIS (2021.03.19) W cT CD Q LO1 SIZE: 40,604 SF • REBAR o p$(IPOSED BUILDING COVERAGE MAIN HOUSE: 4.372 SF Q o (INCLUDES ALL DECKS & PORCHES) N ERCPOSED LOT COVERAGE p MAIN HOUSE, POOL DECK & POOL• CER TIFIED TO: � 4,372 + 2,215 + Soo = 87 SF (DR VEWAY EXCLUDED - PROROPOSED IS IMPERVIOUS MATERIAL) CHRISTOPHER NUZZI AND SANDRA NUZZI 0 . � AREA TABULATION! WFG NATIONAL TITLE INSURANCE COMPANY BNB BANKQED BASEMENT 1,140 SF LOT 3 CD. MAIN LEVEL 2,676 SF UPPER LEVEL 916 SF TOTAL FINISHED 4,732 SF N BASEMENT UNFINISHED1370 SF KEY LA So' REAR SE16A�K _ & MECHANICAL ROOM RAGE 594 SF LOT 1 w FRONT PORCH 268 SF Q = � REAR PORCHES 723 SF REBAR Co. - FLOOR AREAS ARE CALCULATED FROM ® - WELL EXTERIOR OUTSIDE FACE FRAMED WALLS. e = STAKE '� STAIRS ARE INCLUDED IN CALCULATIONS ® = TEST HOLE —� AT ALL LEVELS. 0 = PIPE ` 0 = MONUMENT 150,Q6 d = WETLAND FLAG CD, = UTILITY POLE 54'QO"W S75• N/0/F WATER SERVICE REBAR DE OAD FARM LLC _0" 40,_o" REV. DATE REVISIONS �► n AREA= 40604 , ' Fl . 66 1 21-05-31 FEATURES, NOTES 21-06-25 PERMIT SET �) I , MAR 3 1 2f1�;i 22-08-24 REVISED PERMIT SET 23-02-23 REVISED ROOF FRAMING TOWN Or St7U Ink PERMIT SET lt�v L [T Emi m 4832 YOUNGS AVE For% RG IF(a 1 SOUTHOLD NEW YORK SCALE 1" = 20 ' _I SITE PLAN �.x. DRAWN BY: JLD,JMM SHEET NO.: CHECKED BY: ZTC SCALE: AS NOTED AO. I —�'•� g5kx �fi t ISSUED DATE: 2022.08.24 8d NAILS 04"o.c. ' ERII&E CQNN jL_& TYPICAL VENTING RIDGE DETAIL SEE 307.4" P. PITCH AND STEEPER,RAFTER SPAN UP TO 36' USE LSTA9 I.0 SCALE: 3" - 1'-0" t CUT THROUGH ` } ' 2 MAX CONNECTION Wf A TOTAL OF 8/10D NAILS " STUD BEAM ***FOR ROOF PITCH LESS THIAN Z CONSULT ARCHITECT WRAP INSECT SCREEN--. NAILS BASED ON /�12 �" (CONTINUOUS NOTE: WHEN A COLLAR TIE IS USED IN THE UPPER Y OF THE �.~ 6* BEVELED CEDAR FOR VENTING STUDS 1 SHEAR WALL �. BEVELED CEDAR FOR VENTING ' REQUIREMENTS ROOF SYSTEM W/ A MIN. OF 5 10/D NAILS PER CONNECTION THE FINISHED WOOD GAP ---_�4 �,� '����jjN (45 DEG. ANGLE CUT EVERY 12" O.C. � ,ram RIDGE STRAP DOES NOT HAVE TO BE USED `� `\ �. J WIDTH OF VENT IS 4" WIDE) 5" L.C.C. FLASHING W/ 3/4" BENT EDGE- �• ` ��� ; RAFTER TQ PLATE To STUD 1 1 x 3 SPRUCE LATH (VERTICAL AND HORIZONTAL) W/ A L30 W/ A MIN OF 4-10D NAILS 16" O,C. `r'" 1X3 SPRUCE VERTICAL LATH " I NO CEILING RAFTERS WITH A `SPAN UP TO 36' USE H7 RAFT-R-MATE- ATTIC RAFTER VENTS BY �� �,,F� ,,�',. � ,� %• 0 RAFTER SPACING 4 '�. $" 4" CONNECTOR W/ 4--8D'S IN RAFTER, .2-8D'S IN OWENS CORNING CONTINUOUS FROM SOFFIT TO RIDGE �,� �:= ;. / ,l `, DIAPHRAGM ;` ~ CENTER 2x BLOCKING PLATE, 8-8D'S IN STUD INSTALLED BEFORE SPAY-FOAM. -• _ \� ,. :.,` 1 REQUIRED-1 ON SHEATHING JOINT ADEQUATELY FASTEN TO SUPPORT SPRAY-FOAM w r —ADEQUATE CONNECTORS & _ CURING. � •'�- �' \,- '' � STRAPPING TO CODE '�"� PLAN VIEW � WOOD STRUCTURAL PANELS ON GABLE FACE AND ON WALL BELOW 1/2" PLYWD. �Q-� r�` ` ;#`\ -•:. ! BASED ON SHEARWALL REQUIREMENTS W/ 30# FELT AS PER SPEC. ''� ' �� Y ="- TAPERSAWN ROOF SHAKE AS Q� PER SPEC. AT 5 1/2" EXP, GABLE ENDWALL 1X3 SPRUCE HORIZONTAL LATH @ 5 BALLOON FRAMING DETAIL w @ r w 1/2" O.C. SPACING l.0 SCALE: 3/4 1 -0 ' ' '� �' •fir'S' '�C ���" .' / ;Z`; ;' K ti '''• :.'.: s,... , 1/2" PLYWD. W/ 30# FELT AS PER SPEC. The new Residential Code of New York State refers to the American Forest V x tt Paper Association publication Wood Frame Construction Manual (WFCM), f High Wind Edition." The contractor and framing foreman should be familiar MIDGE DETAIL ,. REFER TO ROOF FRAMING , F ,Y. with this manual and be responsible for building in conformance with it. SHEET FOR RIDGE BEAM SPEC. . �`q The WFCM has a chart which describes the required nailing or stapling • � ram'.,, ,_��� ;` - Y• = �7 HEADERJO TOP PLATE TO RAFTER CONNECTION1 "y' YYk> connections between all structural members. This page 1s a diagram of R TO PLATE TO HEADER CONNECTION TO BE MADE W/H6 '.`> , , " . , . =.�., typical strapping applications for high wind uplift and lateral forces. Please ORS W/ MIN OF 8-8D NAILS W/ A L30 W/ MIN. OF p� pp p 10D LS BETWEEN RAFTER TO PLATE CONNECTION / y/fi•y' ..y consult the architect if there are specific conditions which are not covered in ,�;,y, /'•.,.f�; a ; the manual or on this diagram page. �"`''' > r' _- RAFT—R—MATE—ATTIC RAFTER VENTS BY HEADER JD-AQKAING -' OWENS CORNING CONMNUOUS FROM SOFFIT TO RIDGE NOTE:ALL NAILS AND STRAPS THAT COME IN HEADERS UP TO 4' LONG Wj ROOF SPAN UP TO 28' TO BE FASTENED = °:w.•> ; , STALLED BEFORE SPAY FOAM, CONTACT W/ ACQ. SHALL BE ZMAX RATED. ` _ �'k ADECUATELY FASTEN TO SUPPORT SPRAY-FOAM CURING. TO THE JACK STUDS W/ A CS18 MIN. 18-10D NAILS '� > KING STUD TO BE FASTENED TO PLATE Wj HGA10 W/ MIN. OF 8SDSY4 x � > 3 SCREWS TAPERSAWN ROOF SHAKE AS PER SPEC. AT 5 1/2" EXP, HEADERS UP TO 8' LONG W/ ROOF SPAN UP TO 28' TO BE FASTENED y:IS , TO THE JACK STUDS W/ A CS16 MIN. 22-10D NAILS ' "S. .' _ 1 X3 SPRUCE VERTICAL LATH 0 RAFTER SPACING KING STUD TO BE FASTENED TO PLATE W/ HGA10 W/ MIN. OF 8SDSY4 x �'� > u f x✓ `` 3„ SCREWS HEADERS UP TO 4' LONG W ROOF SPAN UP TO 36' TO BE FASTENED TO THE JACK STUDS W/ A CS18 MIN. 18-10D NAILS 'f C ' `>t,/ ., ' ��.-- 1/2" P.T. PLYWD. W/ 30# FELT & 'CEDAR BREATHER' ;<y'�•� x , THIS CONDITION ENDS MIN. 24 PAST PLANE KING STUD TO BE FASTENED TO PLATE W/ HGA10 W/ MIN. OF 8SDSY4 x >3x �'' ' f \ j-' OF EXTERIOR WALL BLOCK RAFTER BAYS 3 SCREWS HEADERS UP TO 8' LONG W/ ROOF SPAN UP TO 36' TO BE FASTENED W/2 x MATERIAL FOR AIR SEALING 6 ; TO THE JACK STUDS W/ A (2)CS18 MIN. 36-10D NAILS NOTE' 1` ,F r� NO r• PRIMED & PAINTED 5/4 TRIM BD. ON UNFINISHED REQUIRED IN HED ATTIC SPACES. !.� ALL SIDES (CONSIDER AZEK) Wf KING STUD TO BE FASTENED TO PLATE W/ HGA10 Wf MIN. OF 8SDSY4 x 4.', 3/8 AZEK SPACERS FASTENED WITH 3 SCREWS FINISH NAILS OR TO BE SCREWED TO �O S 1/2" PLYWD. ,-`'�,, " DRYWALL A5 PER SPEC. SCREENED VENT • ��: STUD/DECKV5-T-UDCONNECTION INSULATION A5 PER SPEC. — -_------- � - � .,`��''�� NOTE: GUTTER I r 16.. O.C. STUD TO STUD CONNECTIONS SHALL BE MADE W — _ _ _ ` _ ^ _ ' b & HANGAR. SPEC. LSTA24 STRAPS MIN 10-80 NAILS PER STRAP NOTE: THIS BUILDING SHALL COMPLY WITH AND REFERENCE2 j � (EACH STUD TO RECEIVE 5 NAILS) THE 2018 INTERNATIONAL RESIDENTIAL CODE 4 NOTE: ` L.C.G. METAL DRIP EDGE �- WINDOW SILL PLATE QONNECTI,QN ALL STRAPS AND CONNECTIONS TITLED ARE �z RUN PLYWD. LONG & CUT 7o FIT ~, TO BE SIMPSON CONNECTORS AND CAN BE AS SOFFIT IS FABRICATED FOR WINDOWSILL SPANS UP TO 8' THE SILL TO STUD CONNECTION SHALL BE MADE SSP CONNECTORS W MIN. OF 7-10D NAILS FOUND IN THE SIMPSON CATALOGUE. THIS ; ' / DIAGRAM APPLIES TO A HOUSE CONTAINING ', 4;51$ �, WOOD BLOCKING AS REQUIRED `ti $ SCREENED VENT FOR WINDOWSILL SPANS UP TO 8 THE SILL TO JACK STUD CONNECTION A 7/2 PITCH-1�2 PITCH, IF PITCH IS IN SHALL BE MADE W/ HGA10 CONNECTION W/ 8-SDSy4 x3" SCREWS SHALLOWER OR STEEPER REFER TO _ REFER A �`-TYPICAL 1X SOFFIT, REFER ARCHITECTS CUSTOM SPECIFICATIONS. E ER TO DETAIL SHEETS To SPEC, a: LLI `, FOR MOULDING & TRIM SPEC. 000 JACK KING STUD TO PLATE --.-- —I `' REFER TO FRAMING SHEETS REFER TO SHEET 8.b & 8.c FOR SOFFIT HEADER OR BOX CONNECT. DETAILING AND MOULDING INFO FOR HEADER SPED. THE JACK/KING STUD CONNECTION SHALL BE MADE W/ HGA10 W/ A MIN. 8—SDS- 4x3" SCREWS. MATCH STRAP CONNECTION AND MIN NAILING ON HEADER TO JACK STUD FOR JACKSTUD/DECK/STUD CONNECTION, MIN. NAILING APPLIES TO STUD CONNECTIONS NOT DECK CONNECTION 2 TYPICAL 'HOT ROOF' DETAIL l.c scALE: 3" = 1'-0` N TO BID HEADER TO SUPPORT FOR HOT ROOF BRIDGING. Rafters and ceiling joists shall be supported �� 16" O.C. STUD TO STUD CONNECTIONS SHALL STUD CONNECTION. laterally by solid blocking, diagonal bridging (wood or metal) BE MADE W/ SPH6 STRAPS r a continuous 1—insh by 3—inch wood strip nailed across '.. MIN 10--8D NAILS PER STRAP (EACH STUD TO MATCH "HEADER TO JACK/KING STUB' CONECTIONS the rafters or ceiling joists at intervals not exceeding 8 feet. RECIEI/E 5 NAILS) ZMAX RATING WHEN IN CONTACT W/ ACQ. WINDOW SILL PLATE TO ki�~� �`� SUPPORT STUD CONNECTION /-CEILING JOIST END p FOR WINDOWSILL SPANS UP TO 8' THE SILL TO JACK STUD CONNECTION %T W ALEPLATE v ~� SHALL BE MADE W/ HGA10 CONNECTION W/ 8-SDSY4 x3" SCREWS FOR 2-10d NAILS WINDOW SILL SPANS UP TO 8' THE SILL TO STUD CONNECTION SHALL EACH TRUSS `. NAILS BE MADE SSP CONNECTORS W/ MIN. OF 7-10D NAILS IL `ems GYPSUM BOARD I DOUBLE SILL PLATE No FURRING l ; 5d COOLER MASONRY CONNECTION NAILS 07"o.c. REV. DATE REVISIONS FOR A SINGLE STORY. SILL PLATE CONNECTION TO BE MADE W/ " ANCHOR BOLT W/ BP SIMPSON BOLT WASHER PLACED EVERY 72" ON 20 BLOCK NAILED BOX TO SILL PLATE TO BE CONNECTED - CENTER TO EACH BRACE % .� ;r�;' 2-10d NAILS � 21-05-31 FEATURES, NOTES WITH 4-10d NAILS i' % ,f 1 ALIGNED W/ EACH STUD STRAP (16" O.C.) r� 21-06-25 PERMIT SET FOR 2 STORY. SILL PLATE CONNECTION TO BE MADE W/ %" ANCHOR if W AN LTP4 MIN. 10-8D NAILS '16" O.C. STUD TO STUD CONNECTIONS BOLT W/ BP 10d NAILS---- ' i / ENDWALL STUDS '/ / C: 22-08-24 REVISED PERMIT SET SHALL BE MADE W/ LSTA15 STRAPS SIMPSON BOLT WASHER PLACED EVERY 36" ON .CENTER 0 6"o.c. % ,f` -- NAILS MATCH SPACING OF WIND ' E AB � MIN 10-8D NAILS PER STRAP � Q'� (EACH STUD TO RECEEVE 5 NAILED -' LOAD STRAPPING DIAGRAM �a��CCRN PERMIT SET ) NOTE: THE NEW CODE FOR HIGH WIND WOOD FRAME CONSTRUCTION 5d NAILS --- LSTA21 20 GA. STRAP BY SIMPSON � � � 4832YOIJNGSAVEREQUIRES A SIMPSON "BP" WASHER ON THE ANCHOR BOLTS. ALSO, THE COD 7"o.c. WITH 16--10d NAILS PER TABLE 306G ( �` �� p� �-�_�+ �����^�'ry�� ANCHOR BOLTS MUST BE 36 INCHES MAXIMUM ON CENTER WHEREVER THE I� JJw6IE IMNNE'4 lQN FRAME WALL DIRECTLY ABOVE IS A FULL TWO STORIES TALL. 1. SIZE AND NUMBER OF NAILS IN STRAP AS SOUTHOLD NEW YORK BOX TO SILL PLATE TO BE CONNECTED ALIGNED W/ REQUIRED FOR LOAD GIVEN IN TABLE 306G is Age EACH STUD STRAP (16" O.C.) W/ AN LTP4 MIN. 10—BD NAILS 035 „� � � , GENERAL NOTES CEILING CONNECTION TO TYP. WIND LOADING STRAPPING OF �'� m DRAWN BY: JLD,JMM SHEET NO.: 1 TYP HIND LOADING STRAPPING DIAGRAM GABLE ENDWALL DETAIL DIAGRAM FOR SPLIT SILL'S w •- , CHECKED BY: ZTC Q I,C SCALE: 3/4" - V—Q" ISOMETRIC VIEW — BALLOON FRAMED GABLE ENDWALL Le ALTERNATE GABLE END FRAMING IF BALLOON FRAMING IS NOT CHOSEN I.G ISOMETRIC VIEW � SCALE: AS NOTED � •O■� SCALE: 3/4" = 1'-0" ;,.- .�...;, ; ,.:,m,.; .,, ISSUED DATE: 2022.08.24 Table 3,2 Sill or Bottom Plate to Foundation Connection Footnotes for Table 3.2A . Requirements for Wind(Cont.) IExp�t��t��'�' �Io�'iug1� i '�n C Table 3.4A Rafter and/or Ceiling Joist to Top Plate Lateral and Exposure �i 2020 IRC TABLE R301,2(1)CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Dead Load Assumptions:Roof/Ceiling Assembly DL=25 psf,Wall DL=122 ptf Shear Connection Requirements1 Prescriptive limits are based on assumptions in Table 3.2, (Prescriptive Altemative to Table 3.4) Wind Speed 3-second gust{mph} � � 2 Anchor bolts shah be uniformly distributed along the length of the sill plate.For anchor bolt limitations see Section WIND DESIGI SUBJECT T4 DAMAGE FROM 110 115 120 130 140 {See Figure 1.1) tNrrd Speed GROUND SEISMIC WINTER ICE BARRIER AIR MEAN 3.2.1.7. �' Wind FLOOD s a, a SNOW Speed Topographic !;P!c€al borne DESIGN Frost DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL Roof Required Capacity of Connect n(ptf) l Sill plates are assumed to be treated Southern Pine. 3-second gust{mph) 1 95 100 10S 11tJ 115 120 130 140 15+t# 160 170 ISO 195 LOAD wind CATEGORY Weathering line Termite TEMP REQUIRED INDEX TEMP Foundation See Figure i.l (mph) effects debris Connections Span + Tabulated shear capacity is tabulated based upon a 10 ft wall height and 10 ft top plate to ridge height.For other region cone depth Supporting U ! S U L S U L S U L 5 U L 5 p y 8 $ B (ft) conditions,multiply value by the following adjustment. Rafter/Ceiling Joist Watt Number of 8d Common Na or lad x Mails(Teenafied) Moderate Height 25 PSF 130 NO NO 1 B Severe 3'-O' To Heavy 15 YES NO ORSLEESS 51.7°F 12 - 134R - 147R - * 16OR 23 ` 188R 49 ' 21SR Spacing(in,) 01-I Required in Each Rafter and/or Cei, gJoist Top Plate Connection 16 - - 1040 73 Roof+1 Floor Roof+2 Floors Roof+3 Floors LISTED TABLES TAKEN FROM THE 20�18 WOOD FRAME CONSTRUCTION MANUAL' WFCM R+l�€�1 20 � 6 z3 ss 96 wall Height $' 1p, �• 10' s' 10, 12 10 z 2 a z z 2 i z 3 3 3 3 3 3 (WFCM) Floor 24 Y6 35 76 120 28 6 27 48 94 144 Top Plate to 16 8 2 2 2 2 2 2 3 3 3 3 3 3 3 3 Table 3.1 Nalling Schedule 32 14 37 6i 112 168 Roof Pitch Ridge Height Adjustment Factor 10 2 2 2 2 2 2 _3 3 3 3 3 3 4 Silt Plate to 36 22 47 74 131 192 ft 24 8 3 3 3 3 3 3 4 4 5 5 5 5 5 5 Foundation 10 3 3 3 3 3 3 4 5 5 5 5 S 6 Number of _ Number of , * * * ,� 0'(fiat) 0.58 0,72 0,66 Q.81 0.70 0.86 : Joint Description Common Nails Bore Nails Nail Spacing (Crawl Space or 20 - 2O2R - 22YR - 240R - 282R 24 327R Prescriptive limits are based on assumptions vi Tabte 3.4. 24 - - - 4 47 S 6:i2 S. 0.74 0,97 0.71 0,91 0.78 0.94 When ceiling joists are installed paranel to rafters,the sum of the toenails In the rafter and ceiling joist shalt Basement Raaf&2 equal or exceed the tabulated number d nazis requ red, ROOF FRAM#NCI ( 28 _ - 22 71 S. 0.74 0.86 0.75 0,91 0.78 0,93 x To avoid sprrttire no more than 2 toenails shall be installed in each side of a rafter or ceilingp p a Rafter to Top plate (Toe»rtalied) (see Table 3AA) (see Table 3.4A) per rafter Floors - - - S. Q.72 0.86 0.75 0.90 0.77 0.93 Joist when fastened to a 2x4 to late or 3 toenails in each side wh_n 32 40 9S fastened to a 2x6 top plate. CeliingJolst to Top Plate (Toe-nalted) (see Table SAA) (see Table 3.4A) per joist 36 - - 1 58 119 ?6:12 10, 0,87 1.00 0.85 1.00 0.84 1.00 + where top plate-to-ridge heights exceed ICY,they shall to adjusted as follows: Ceiling Joist to Parallel Raft�ir (Fac Walled) (see Table 3.9A) (see Table 3.941 each lap * , s w is, 1.01 1,14 0,95 1.10 0,91 1.07 8 ( led) ) (see Table 3.9A 28 - 270R - 295R - 1321R - 376R - 437R Ceiling Joist Legs rr+r+rr Parlti:lons Face-nil (see Table 3.9A 1 each lap Roof&3 32 - - - - 23 20' 1.15 Y.29 I.04 1.Y9 0.99 1.14 Wag Height S' 10` Collar Tie to Rafter(Face-nailed) (see Table3.6) (see Table3.6) pertle Floors TcpinatetoRidge Blocking to Rafter(Toe-nailed) 2-8d 2-10d each end 36 - - - 47 Adjustment Factor Rim Board to Rafter(End-Walled`! 2.16d 3.16d each end 3 s . 3 a Height(it) 12 - 79 436 - 87 436 - 94 436 23 Ill 436 49 129 436 10` i,f8a IZO WALL fRAMtNG 16 - - 10 40 73 15 1.iS 1.25 Try Plate to Top Plate (face-Waited) 2-16d 2»16d- per first 20 - 6 23 58 96 r Table 3,29 Bottom Plate to Foundation Connections(Anchor � NY 1.40 i.5o Top Plates at intersections (face-nailed) 4-16d 5.16d feints-each side Roof 24 - 16 35 76 120 x o s u[e 5tudtoStud (Face-nailed) 2-16d 2.16d z4"o,c. 28 6 27 48 94 144 Bolts)resisting Lateral and Shear Loads from Wind �� Header to Header(Fac"alled) 16d 16d 16"o.c.along edges (Prescriptive Alternative to Table 3,2) ts d C 32 14 37 61 112 168 - Top or Bottom Plate to Stull (End-naited) (see Table 3.5A) (see Table 3.5A) per stud Wall Bottom Plate 36 22 47 74 131 192 For Exposures B&C and all Wind Speeds Bottom Plate to Floor joist,Band)otst.End)olst 2-16dr°7 2-16dsa per foot to Foundation 20 - 79 436 - 87 436 a - 94 436 s - Ill 436 s 24 129 436� Maximum Anchor Bolt or Blocking (Face-nailed) (stab-on-Grade) Roof 1 Spacing(in.) 24 - - - 4 47 Anchor Bolt Diameter(in.) t.a,3.a Table 3.48 Shear Walls Resistinglift and Shear' Uplift fLCK3RfRAM1NG Floor 28 - - - 22 71 our Joist to Sill, Top Plate or GIrder (Toe-trailed) 4-Ed 4.10d per joist 32 - - - 40 95 112" 31 (Prescriptive Altemative to Table 3.�4) BrldgtngtoJotst (Too-rtatled) 2-Ed 2-10d each end 36 - I SS 1191 5 8" 48 Blocking to Joist(Toe-nalleil) 2.8d 2-10d each end 3 a ; t a 28 - 79 436 - 87 436 - 94 436 - 111 436 - 129 436 Blocking to SI►t or Top Plata(Toe-Walled) 3.16d 4»16d each block Roof&2 32 - - - - 23 1 Prescriptive limits are based on assumptions in Table 3.2. Wind Speed 3-second gust(mph) 90 95 10iJ 10S 110 115 120 130 140 150 160 170 1$0 195 Ledger strip to Beam(Face-Wailed) 3-16d 4-16d each joist Floors 36 - - - 47 2 When anchor bolts are used to resist uplift,lateral,and shear loads,the maximum anchor bolt spacing shalt not exceed See Figure 1.1 Joist on Ledger to Seam(Tc�-Walled) 3.Ed 3-10d perloist the lesser of the tabulated values for uplift loads(Table 3.2C)or lateral and shear loads(Table 3,28). For other anchor Wood Strtacturai Panel Shear Walt To-p&Bottom of Band Joist to Joist(End-nailed) 3-16d 4-16d per jalst U Connector uplift toad. bolt Limitations see Section 31.1.7 and 3.2.2.3. Panel Nailing Band Joist to sill or Top Pta':e(Toe-naffed) 2-16d' 3-16d per foot L = Connector lateral load(perpendicular to the wall). Requirements Requirements ROOF SHEATHING S - Connector shear load(parallel to the wall). 3 Tabulated anchor bolt spacings for shear loads assume w°alts are sheathed in accordance with section 3.4.4.2, For other t s Wood Structural Panels ad 1t}d (see Table 3.1ai R = L1W for wind perpendicular to the ridge and W/L for wind parallel to the ridge,where W is the building width and wall sheathing types the tabulated anchor bolt spacings shall be multiplied by the appropriate sheathing type adjustment Sheathing Shear Wail Rows of Nail Maximum Roof Span(ft) ' Diagonal Board Sheathing L Is the building length. factor in Table 3.17D,but in no case shall anchor bolt spacings exceed 6 feet on center, Thickness Nailing Nails Spacing i"x6"or 1"x8" 2-8d 2-10d per support 4 Lateral connections shall be designed to resist the loads In Table 3.5. in Anchorage required to resist lateral(nails shalt be determined in the foundation design per Section 1.1.4. i6 056 of 8 Common l"x10"arwider 3.8rf 3-10d per support � 15/32"Plywood Nails�4"panel 1 r 3 36 36 36 36 36 28 2O 12 - - -CEILING SHEATHING See footnotes 1-4. Table 3.2C Sill or Bottom Plate to Foundation ConnectionsExposure - - - . Anchor Bolts Resisting Uplift with species of edge spacing and 6 36 36 36 36 36 28 20 12 - Gypsum Wallboard sd coolers Sd coolers 7"edge/IT field � � � ift Loads fr®m Wind plies.having 12"field edge 2 s 4 36 36 36 36 36 36 36 36 36 32 24 20 16 12 WALLSHEATHING Footnotes for Table 3,2 ^- _ (Prescriptive Alternative to Table 3.2) 20.49 acin 3 36 35 36 36 36 36 36 36 36 36 36 36 32 24 Woad structural Panels 8d 10d (see Table 3.11) Wind speed 3-second gust(mph) 711V CISS or 8d Common 6 - - - - Structural Fiberboard Panr's 90 95 100 l05 lit} 115 120a140 15Q 160 170 180 195 1/2" 11 ga.gaty. roofing Wait - 3"edge/6"field 1 Tabulated uplift and lateral loads shall be permitted is be multiplied by 0.75 and 0.92,respectively,for See Fig ore 1,1 25132"plywood Bails @ 6"panel 1 x 4 36 36 36 35 36 28 ZO 12 - - - - (0.120*4-1/2"long x 7/16"head) framing not located within 8 feet of building corners. Sill or Bottom Plate to with species of edge spacing and 3 36 36 36 3lY 36 36 36 3C 2d 20 Y2 l2 2 Plate Foundation ss ties having 6 36 36 36 36 36 36 36 36 24 20 12 12 Tabulated connection requirements are based on total uplift minus the roof assembly dead toad of 9 psf Foundation Anchor Bolt Maximum Anchor Bolt Spacing P $ 12 field edge s 2S/32" 11 ga.gahr, roofing nail - 3"edge/6"Aeld Size Supporting p g{In.) 2 4 36 36 36 36 36 36 36 36 36 36 36 28 24 20 (0,120"x1-314"long x 3/8"head) (0.6 x 15 psf=9 psf)and wall assembly dead load of 73 plf(0.6 x 121 pl€). Connection Resisting Pp g G2ti.49 spacing 3 36 36 36 36 36 36 36 36 36 36 36 36 36 32 I Tabulated shear capacity requirements assume all walls are sheathed In accordance with Section Gypsum Wallboard 58 coolers 5d coolers 7"edge/10"@eld 8 En 15132"C158 or 10d Common 6 - - - Hardboard 8d 8d (see Table 3.11) 3.4.4.2. For other wall sheathing types the tabulated shear capacity of the connection shall be divided 2x4 1-3 stories 72 72 72 72 72 72 71 57 43 35 3O 27 24 22 Nails @ 6"panel 2 4 4 36 36 36 36 36 36 28 16 12 Particleboard Panels 8d 8d (see manufacturer) by the appropriate sheathing type adjustment factor in Table 3.17D. Interl Zan plywood with edge spacing and 3 36 36 36 36 36 36 36 36 32 24 20 16 12 ° Tabulated shear capacity is tabulated based upon a 10 ft wall height and 10 I t top plate to ridge height. 1-3 stories 72 72 72 72 72 72 72 66 SO 41 35 31 28 26 species of plies 6 36 36 36 36 36 36 36 36 32 24 20 16 12 - OlaganatBoard Sheathing Uplift Loads 12*field edge s - i"x6"or 1*x8" 2.8d 2-10d per support For other conditions,multiply value by the following adjustment. 8'En one having G2t1.49 2 4 36 36 36 36 36 36 36 3fi 36 36 36 36 32 24 spacing 3 36 36 36 36 36 36 36 36 36 36 36 36 36 36 2x6 1-3 stories T2 72 72 72 72 72 72 68 51 42 3f3 32 29 26 l"x10"or wider EAd 3-20d pe*support inter9 Zan . t See AWCIANSI Speciol Design Provisions for Wind and Seismk(SDPWS) for proper a sign and detailing of wood structural panels fLC3DR SHEATHING Roof+1 Floor Roof+2 Floors Roof+3 Floors 1-3 stories 72 72 72 72 72 72 72 72 60 49 42 37 34 3Y used to resist combined shear and uplift from wind, Wood Structural Panels Wall Height 8' 10' 8' 10' 8` 10' Top Plate to Rid = 1"or tens 8d 10d 6"edge/12"Celd Roof Pitch Ridge Adjustment Factor .�r"tsere framing has a specific gravity of 0.49 or greater,tabulated maximum roof spans shall be permitted to lac+multiplied by 1.Q$, greater than t" 10d l6d 6"edge/12"field Height(ft) but in no case shall they exceed a span of 36 ft. Diagonal Board Sheathing O'(flat) 0.58 0.72 0,66 0.81 0.70 0.86 ' Tnl;aulated values for plywood assume plywood with a species of plies having a specific gravity of 0,49 or greater,For plywood with other l x6 or 1*x8" per support 56:12 5' 0.66 0.79 0.71 0.86 0.74 0,90 species,multiply the tabulated maximum roof spans by 0.90. 10x10"or wider 3-8d 3-10d per support Footnotes to Table 3.3A 10, 0.74 0.87 0.76 0.91 0.78 0.94 ` Wood structural panels shall overlap the top member of the double top plate and bottom plate by 1%*and a single row of fasteners Nailing requirements are based on wait sheathing nailed 6 Inches on•"riterat the panel edge,Alternative nailing schedules shall 5' 0.72 0.86 0.75 0.90 O.77 0.93 ! Prescraptivee limits are baud on assumptions in Table 11 shall be placed W from the panel edge. be used where wall sheathing nailing Is reducer!.For example,If wall sheathing Is naited 3 Inches on-center at the panel edge to 10, 0.87 1.00 0.85 1.00 0.84 1.00 ` Anchor bolt!shad be unlformty distributed along the length of the sill plate,See Section 3.2.1.7 for anchor bolt limitations. 5 .,'o>d structural panels shall overlap the top member of the double to late n * " obtain higher shear ca1mcities,nailing requirements for structural members shall be doubled,or alternate ronnettars shall be 76:12 ! p p and bottom plate by 1h ,Rgws of fasteners shall be k4 is, 1.01 1.14 0.95 1.10 0.91 1.07 Sd plate4 are assumed to be treated Southern Pine, ap: t with a minimum edge distance of%*.Each row Shall have nails at the specified sparing, used to maintain the Io3d path. 2Q' 1.15 1.29 1.04 1.19 0.99 1.14 {Where the Iatoral force resisting system is other than wood structural panrt shear walls the number of anchor bolts required shall be irtreased by t When wall sheathing Is continuous over connected members,the tabulated number of nails shag be permitted to be reduced to multiplying by 3.25. 1-lfid nail per foot, ' The number of foundations sill plate anchor bolts can be doterminrd for other load cases by multiplying by the appropriate adjustment factor given in the following table; Roof/ceiling Aswr*ly x IS psf Roof/Ceiling Assembly s 2S psf ,,��,,,w• Minimum Table MA1 2"Anchor Bolts"Foundation Sill Platte Connection C*S UM 0 f n foundation Building Floor a 12 psf Hato•2ti p0 floor a l2 psi Flow x 20 psf Moro 12 psf Pow a 20 psf Floor o l2 psf floors 20 psf �/ �wimr �'•• Tablt! .3A4 5 8 Anchor Baits•Foundation Slit Plate CvnneL#ivn .. wartrclon.gpsf t+�artilion=apst Partit�n=ttpsf partltiorr=cad' i�artitia,*a partitioe.8 f f?artltlnr+•s •M Supporting Dimension,W psf ps psi partition.spsf THE NEW 2020 INTERNATIONAL RESIDENTIAL CODE ADOPTED BY NEW YORK STATE REFERS TO THE 2018 WOOD FRAME Resisting Shear Loads from Seismic(prescriptive ow / t� Resisting Shear Loads from Seismic(prescriptive � � � wall=lxa 8 Wat1*t8a n Was.110 tf Wan a llo f Wan*sa>s f WAX 19Ya tf wan=11a ff wan*lloi if CONSTRUCTION MANUAL WFCM FOR ONE-AND TWO-FAMILY DWELLINGS DEVELOPED BY THE AMERICAN WOOD COUNCIUS(AWC) alternative to Table 3.3) t' NM I/ 2 alternative to Tattle 3.3) ,l m 5 /i`811 (ft.) Foundation sill plate connection shear load adjustment factors WOOD DESIGN STANDARDS COMMITTEE.THE CONTRACTOR AND FRAMING FOREMAN SHOULD BE FAMILIAR WITH THIS MANUAL p p p 12 1.33 1.41 1,00 1.10 1.51 1,60 1.13 1,28 AND BE RESPONSIBLE FOR BUILDING IN CONFORMANCE WITH IT.THE WFCM HAS DEVELOPED GUIDES TO WOOD CONSTRUCTION (Dead Load Assumptions,Roof Iceil'ing�15 psf,FfDor�12 psf,Partition�f3 psf.Watt�ilO pl ; (Dead Load Assumptions:RtaDticeilin �15 psf.Floor�12 psf,Partition=8 psf.Wall=110 if; Grourxi Snow Load=30 psf:Lateral force resisting systern:'Wood structural panel shear walls) Ground Snow Load=30 psf:Lateral force resisting system:Wood structural panel shear walls) 16 1,10 v 1.39 1X0 1,12 1.49 1.59 „ 2.2t? 1.31 IN HIGH WIND AREAS.USE OF THE HIGH WIND PROVISIONS OF THESE GUIDES WiLL RESULT iN DESIGN SOLUTIONS THAT Minimum SDC A SDe a . SDC C Minimum SDC A sac 0 � � six t Roof,ceiling 20 1,27 1.3i4 1.00 1,13 1,47 - I:sa 1,21 1,33 PRESCRIPTIVELY MEET THE APPLICABLE REQUIREMENTS OF THE WFCM,IRC,AND 18C.THESE GUIDES CONTAIN FIGURES AND Foundation &3 floor $4 1.24 1.37 2,00 1.14 I-e5 1.57 2.21 1,3S TABLES DESCRIBING THE REQUIRED NAILING OR FASTENERS BETWEEN ALL STRUCTURAL MEMBERS WITH THE RESPECTIVE Building Foundation Building t./W !/W U'w 2B 2,22 3,36 1.tea I.15 3.44 3,57 1.11 1.37 SupPurting Dimension,W 1 1.5 2 2.S 3 i I.5 2 2.5 3 1 1.5 2 2.5 3 Supporting Dimension,W i 1.5 2 2.5 3 i i,5 2 2,S 3 i Ls 2 2 5 3 SPACING.SHEET 1.0 IS A DIAGRAM OF TYPICAL STRAPPING APPLICATIONS FOR HIGH WIND UPLIFT AND LATERAL FORCES.PLEASE ft Number of Bolts R uired�'�s* j j 7 sa 32 1.21 1.35 100 I,ls IA3 1.56 3.23 1.38 CONSULT THE ARCHITECT IF THERE ARE SPECIFIC CONDITIONS WHICH ARE NOT COVERED IN THE MANUAL OR ON THE DIAGRAM ft 1 1 1 1 1 3 1 i 3 1 I 1 I 1 1 (ft) Number of Batts Re uired'' 36 119 1,34 1,00 1,16 IA2 I,56 1.23 1.39 SHEET 1.0 12 1 1 1 3 1 1 3 1 1 1 1 1 1 1 1 12 1.36 1A6 1,00 1,13 1.48 L58 1,I2 1.25 ADDITIONAL DESIGN CRITERIA: 36 I 1 1 1 1 1 1 I 1 1 3 1 I z 2 --,,..,-,.-., .4.«. —, '_' .,,.. ..,,._11' ... -. ..- _ .,. , 16 1.12 SAS 1.00 1.15 1.44 1,57 1.13 1.28 1 1 1 1 1 I 1 1 1 I 1 1 1 I 20 1 «. 1 1 1 1 1 1 1 2 2 1 1 2 2 2 _.. _ _... m .;... .. Roof,Ceiling,& Roof, & 20 1 1 1 1 1 1 1 I 1 1 1 1 I 2 2 20 1.79 c 1.43 mi.t0 IA7 1,42 L5G 1.13 1,310 ' ' 24 1 1 1 1 1 1 1 1 1 2 1 1 2 2 2 1. GRAVITY LOADING: 2d 1 .1 1 1 1 1 t 2 2, 7 1 2 2 3 3 � Roof.Ceiling l Floor 1 Floor 28 1 I 1 1 1 1 1 2 2 1 1 2 2 2 3 2d 1.27 1.42 Lou0 3.19 1,38 I,55 1.14 3.33 A. FIRST FLOOR- COMBINED LIVE AND DEAD LOAD- 0 PSF 32 1 1 1 1 - 1 2 2 2 2 2 2 3 3 4 B 2 Flexors B. SECOND FLOOR-COMBINED TOTAL LiVE AND DEAD LOAD-4 SF 32 1 I 1 2? - 1 2 2 37 - 2 3 3 #' - 7 , , 28 1.2 ].ill 3.Ck7 3.19 1.311 1.54 1.14 L33 :.,�_ 32 1 I 1 I - 1 l 2 2 - 2 2 2 3 36 1 1 2 27 - 2 2 3 37 2 3 4 47 7 7 7 32 1,23 1.40 1,00 1,19 1.36 1,54 1.14 1,34 _ 0 P 36 i i 1 1 1 2 2 2 2 2 3 3 36 121 1,39 1,00 1,20 1.35 1153 1.15 1,35 C. ROOF- GROUND SNOW LOAD 25 PSF+DEAD LOAD 15 PSF=40 PSF 12 1 i 1 1 1 1 1 i 1 1 1 2 2 2 2 I2 1 I 1 1 1 1 1 1 1 1 1 1 1 1 2 12 1,37 IA9 240 1.14 IA6 1.57 I.09 L23 2- WIND LOADING: 16 1 I 1 1 1 3 I 2 2 2 1 2 2 2 3 16 1 1 i I I 1 1 1 1 2 1 3 2 2 2 _....,,."i67 ,.. 11_ ., -, .;.. ...... _ . .....,m,. . - , ... ,.,. _m, .. o..... A. CONSTRUCTION IN HIGH WIND AREA 130 MPH EXPOSURE B HIGH WIND QUID . 16 1.34 I.47 i3Ofl 1.16 142 1,56 1.49 1.26 WFCM ID 1 1 1 1 1 2 2 2 1 2 2 2 3 _- .. ., - -.= UNLESS OTHERWISE NOTED. E, Roof,Ceiling,& 2G 1 1 1 Roof,telling,& "tor 1 Roof,Ceiling 2tk 1.30 1.4G l.r}t1 2.111 Y.40 2,55' 1.1 1.2 3. DESIGN PRESSURE: 24 1 1 i 2 2 2 2 2 3 3 2 3 3 4 5 2d 1 1 1 1 2 1 2 2 2 2 2 7 3 3 3 g 2 Bars 2 Floors 24 1.28 IAA 1,00 1.20 1.37 154 1.10 L30 28 1 1 _ 2 2 2 2_ 2 3 4 4 3 3 # 5 6 28 1 1 3 2 2 1 2 2 3 3 2 3 3 d all fill 3 flotm A AS PER 2020 IRC SECTION R609 EXTERIOR WINDOWS AND DOORS r 7 r 28 1.25 1.44 1.UD 1,21 135 153 1.10 1.31 32 1 2 2 2 - 2 3 4 4 - 3 4 5 6 - 32 1 1 2 27 - 2 2 3 3? 2 3 4 S7 32 1.24 1.41 14Q 1.21 1.34 1.53 1.11 3.32 4. LIGHT AND VENTILATION: 36 2 2 2 37 - 3 3 4 57 - 4 5 6 77 - 36 1 2 2 27 - 2 3 3 3' 3 4 4 s7 A. AS PER 2020 IRC SECTION R303 LIGHT,VENTILATION AND HEATING 36 1.22 1A2 1 dui 1,22 1.32 1,52 1.11 1,33 12 1 1 1 1 1 1 1 2 2 2 1 2 2 2 3 12 1 1 1 1 1 1 1 i I 2 1 i 2 2 2 4 Effective seismic wr*if;ht used to determine foundation sill plate anchorap,e load inctudes 203E of ground snout toad where the ground snow load exceeds 30 S. A. REFER TOT E 2020 IECC RGY CODE CALCULATIONS: i6 1 i 1 3 Z I 2 2 2 3 2 2 3 3 d u i6 1 1 1 1 3 1 1 2 1 2 1 2 2 2 1 Roof,Ceinng& 2t2' 1- 1 2 Z 2 ,2 2 3„ .,3 .._�,.. 2 .,3 w....4 4 _ S 20 1 •1 1 • 1- .. ..�.. .,,1.,,.�...2 ..� :.-.,.. 2 . _.�_ 2 2 3 3 d s . use nr C B,C,aa.i12 and Dr areas follows:5�,=0.17 for SDC A;5rn=0.33 for SfaC 0;5�sza.50 for SDC C.5o,=0,67 for SDC Da:5nx*0.83 for SDC a,, Roof,Ceifing& 3 Floors 24 1 2 2 2 3 2 3 3 4 5 3 4 5 6 7 3 floors 24 1 1 2 2 2 2 2 3 3 3 2 3 4 a 5 �sa1.17 for SDC Da, 28 2 2 2 3 3 3 3 4 "S 6 4 5 6 7 8_ 28 1 2 7 2 2 2 3 3 4 4 3 4 4 5 6 1 The nurnber of foundation sill plate anchor bolts is based on a building length,t,equal to 80 ft, 32 2 2 3 37 - 3 4 5 67 - 4 6 7 97 32 1 2 2 37 - 2 3 4 47 3 4 5 6' 36 2 3 3 47 4 5 6 77 S 7 9 107 36 2 2 3 37 - 3 4 4 57 4 5 6 77 Minimum SDC Do SDC Dr SDC D,, Minimum SDC Dr, SDC Dr SDC 02 foundation Building t/W t/W t/W Foundation Building i/W t/W t/W supporting Dimension,W 1 1.5 2 2.$ 3 1 i.s 2 2.5 3 1 1.5 2 2.5 3 Supporting Dimension,W I IS 2 2.S 3 1 IS 2 2S 3 1 1-S 2 2.5 3 Table 3,38 Bottom Plate to Foundation Connections(anchor Salts)Resisting Shear Number Of Bolts Re uired''"'"'J'A ft Number of Botts Re uired''''a''�s's (ft) from Seismic 22 1 1 1 1 2 1 1 2 2 2 1 2 2 2 3 12 1 1 1 1 1 1 1 1 1 2 1 1 1 2 2 16 1 1 2 2 2 1 2 2 2 3 2 2 3 3 4 16 1 1 1 2 2 1 1 2 2 1 1 2 2 2 3 .. .. , _ _. 20 1 1 2 2 2 .1 2 2 2 3' 2 2 3.,- 3 4 For Seismic design Categories A,8,C,D,D;.and®7 ..,.�. .5., Raof,Ceiting,b Roof,Ceiling,& 24 2 2 3 3 d 2 3 3 4 5 3 4 4 5 6 1 Floor 24 1 2 2 2 3 2 2 2 3 3 2 3 3 a s I floor 28 2 2 3 3 3 2 2 3 4 4 � 3 4 5 5 Anchor Bolt Diameter tx 2a 2 3 3 4 § 2 3 d 5 6 3 4 6 7 8 {in.) Maximum Anchor Bolt Spacing(in.) 32 2 3 d 57 3 4 5 61 4 S 7 87 32 2 2 3 47 2 3 4 47 3 4 5 67 36 3 4 5 57 3 5 6 77 5 6 8 97 36 2 3 4 47 3 3 4 5' 3 5 6 6' 112" 67 12 1 1 1 2 2 1 1 2 2 2 1 2 2 3 3 12 1 2 2 2 2 2 2 2 3 3 2 2 3 3 4 16 1 2 2 2 3 2 2 2 3 3 2 3 3 2 4 5/8" 72 16 2 2 3 3 4 2 3 3 4 4 3 3 4 5 6 - « �- a..., �..H.,,.,._.>..,. .<. ...�..,-«.•:... .-�. ...._..< , 2f? 2 2 3 3 1 ..2 .......� 3. ,. .# 4 . i ,.,..3 �, 5. 6... i 8f"- 2 3 3 4 5 3 3 5 w-. 3,,, ., fs 7 cos q, hoof,Ceiling,& Tabulated anchor bolt spacings assume shear walls are sheathed in accordance with Section Roof,Ceiling,& 24 2 3 3 4 4 2 3 4 5 5 3 4 5 6 7 24 3 4 4 5 6 3 4 5 6 8 4 6 7 9 lit 2 floors 3.4.4.2.For other wail sheathing types this tabulated incisor bolt spacings shalt be multiplied by 2 Floors 28 2 3 4 S 5 3 4 5 6 7 4 5 7 8 9 REV. DATE REVISIONS 28 3 4 ,6 7 7, 4 S 7 sa 9 5 7 9 11 I3 32 3 4 5 61 - 3 5 6 7' 5 6 8 its' the appropriate sheathing type adjustment factor In Table 3.17D.For anchor bolt limitations 32 4 5 7 8 - 5 6 S 10 - 6 9 11 141. 36 3 5 6 67 4 6 7 87 6 8 10 117 S@@ Section 3.2.1.?, 36 S 6 fl 9' - 6 8 30 237 - 8 11 14 15r - 12 1 2 2 2 3 2 2 2 3 3 2 2 3 4 4 l Wall bottom plates are assumed to be treated Southern Pine, 21-05-31 FEATURES, NOTES 12 2 2 3 3 3 2 3 3 4 4 3 3 4 5 6 16 2 2 3 3 4 2 3 3 4 4 3 4 4 5 6 16 2 3 4 4 5 3 4 4 5 6 4 S 6 7 8 _ Roof,Ceiling 2D 2, . .,3..._ ..�.. _� .... �` , 3 � _..� . . ,5.� .5 . �.... ,5., , .,..�. 7 8 6-25 PERMIT SET 20- 3 4 5 6 7 4 S ' 6 7 8 5 6 8 10 11 2,4 3 4 _ 5 5 6 3 4 6 7 9 4 6 8 9 la 22-08-24 REVISED PERMIT SET Roof,Ceiling& 24 4 5 6 8 9 'S 6 ' a 9 11 6 a 11 13 15 3 floors 3Flaors 2$ 3 ... S 6 7 S 4 6 7 8 9 , 6 8 10 12 13 p ARC, 28 S 6 8 10 11 6 8 10 12 13 8 11 14 16 19 32 4 6 7 87 5 7 9 1d 7 9 12 14' Q`� �/T 32 6 a 10 12r - 7 9 12 is l - 9 13 17 207 36 5 7 8 g7 _ 6 s 10 17 8 11 14 16, ��✓ �4aD CL q j PERMIT SET 3fi 7 9 12 I3T 8 11 15 167 - 11 is 20 227 - See footnotes 1-7. `� �� �� 4832YOUNGSAVE LLJSee footnotes 1-7. c, is [z � < SOUTHOLD NEW YORK s O ossA� � GENERAL NOTES ALL NEW WORK TO CONFORM WITH THE 2020 INTERNATIONAL RESIDENTIAL CODE(IRC). OF DRAWN BY: JLD,JMM SHEET NO.: • r � �IN ADDITION FOLLOW THE SUPPLEMENT TO THE 2020 NEW YORK STATE ENERGY CONSERVATION ( ) CHECKED BY: ZTC SCALE: AS NOTEkamkD A03 TDF Ir Trr1 R! /"!'1RG lhtl..1CDC AOD!!r'ADr C " 4'�i ISSUED DATE: 2022.08.24 Table 3.5 Top and Bottom Plate to Stud Lateral Connection Table 3.6 Ridge Connection Requirements for Wind Exposure Table 3.10 Roof Sheathing Attachment Requirements for Wind Exposure R301.2.1.2 Protection of openings Dead Load Assumptions: Roof Assembly DL-14 psf) Loads Exterior glazing in buildings located in witedborne debris regions shall be Requirements flee Wind [.Dads ( P Y Wind Speed Wind Speed 9-second Bust(mph) protected from windborne debris.Glazed opening protection for windborne Wind Speed 3-second gust(mph} 90 95 100 105 110 115 120 230 140 15O 160 170 180 195 (See Figure 1.11 9sF T() l05 110 SiS 120 230 140 150 160 270 S8D 195 debris shall meet the requirements of the Large Missile Test of A:STM El995 3-Second gust 90 95 100 105 110 115 120 230 140 150 160 170 18Q 195 Rafter (See Figure 1.1) Fastener spacing and ASTM El 886 as modified in Section 301.2.1.2.1.Garage door glazed Roof span 1a,1e russ opening protection for windbo e debris shall meet the requirements of an {mph) Roof Pitch (ft) Required Capacity Ridge Connection felt)� Sheathing Locaciont 1T Panel Mterm. Uplift Load per Nail(ibs) � {See Figure 1.1) Spacing Edges supports approved impact-resisting standard or AN51/DASMA 115. 12 28 39 51 64 77 91 Ios 136 169 205 243 284 327 397 (in,) (in.) (in.) 16 37 52 68 as 103 121 141 282 226 274 325 379 436 529 6 12 17 19 21 23 25 28 30 35 41 47 53 60 67 78 EXce tiom Wood structural ariels with a thickness of not less than 7/l5 inch Wall Height(ft) Unit Framing toads(p!f)1.z ._. ate .,.. ._ 65 ss i ._ ��iz �, i._...i 6 ' __" Zi zs z• . ace _ a7 ism. ,...6 ai p p 3:12 24 56 78 102 128 154 182 211 272 339 410 487 568 654 793 12 4 6 9 7 11 12 13 9 15 18 21 24 27 30 34 39 8 45 S0 55 61 67 73 79 93 108 124 141 159 178 209 4 4 6 7 7 8 9 9 Ia 12 14 16 18 20 23 26 (11 mm)and a span of not more than&feet(2438 mm)shall be permitted 28 6S 91 119 149 180 212 246 318 395 479 $68 %3 763 92S for opening protection.Panels shall be recut and attached to the framing 1Q 53 59 66 72 79 $7 94 111 129 148 16$ 190 212 249 3 3 S 5 fi 6 7 7 8 9 10 12 id 15 17 20 p g p P ..�,.< .. .,,.._,. ,.�..__._ _.. 32 74 105 137 170 206 243 281 363 452 547 649 758 873 1057 r.•,°_. ._� 6 12 23 25 28 31 34 37 40 47 54 62 7a 79 89 104 surrounding the opening containing the product with the lazed opening. 12 61 68 76 83 91 100 109 128 148 170 193 21� 245 287 36 83 118 254 192 231 273 316 409 508 616 730 852 9f1z 1190 Za p g g p g 6 6 12 13 14 16 17 19 20 24 27 31 35 40 45 52 14 69 77 85 94 103 112 122 144 167 191 218 246 275 323 12 26 35 45 55 65 77 88 113 139 168 199 231 266 321 16 Panels shoal be predrilled as required far the anchorage method and shall be F 4 4 8 9 10 10 li 22 14 16 18 21 24 27 30 35 . 16 77 $5 94 104 114 124 135 159 184 212 Zdi 272 305 35$ 16 35 47 60 73 87 102 118 i5a 186 224 265 308 354 428 3 3 6 7 7 8 9 9 10 12 1d 16 18 20 23 26 secured with the attachment hardware provided.Attachments shall be t", M '20 - Interior Zone 6 12 27 30 33 37 40 44 48 56 65 74 84 95 107 125 p 1 28 $6 93 103 113 124 136 148 174 201 231 263 297 333 391 43 58 75 91 n fog 128 147 1E8 232 2s 33x 385 443 536 designed to resist the component and c'addinn loads determined in 4:12 24 . 52 70 89 110 131 153 176 226 279 336 397 463 532 643 6 6 14 15 17 19 20 22 24 28 33 37 42 48 54 63 accordance with either Ti le R301.Z(2)or ASCE 7 with the permanent 20 96 100 111 123 135 147 160 188 218 250 285 321 360 423 19.2 28 61 82 104 228 153 179 206 263 325_ 392 464 540 620 750 4 4 9 10 ii 12 14 1S 16 19 22 25 28 32 36 42 ! 1 Tabulated framing loads and connection requirements shall be permitted to be multiplied by 0.92 for framing not located within 8 feet of corners. 32 69 94 119 146 174 204 235 301 372 448 530 617 709 E57 corros€on-resistant attachment hardware provided and anchors 3 3 7 8 9 9 10 11 i2 14 17 i9 21 2A 27 32 2 Tabulated framing loads are specified in pounds per linear foot of wall. To determine connection requirements{EbS),multiply the tabulated unit lateral 36 78 105 134 164 196 230 264 338 418 504 596 694 797 964 6 12 34 37 41 46 5o 5S 59 70 81 93 105 119 133 156 permanently installed on the building.Attachment in accordance with Table 12 20 27 35 43 51 60 69 IN 109 132 156 182 209 253 24 6 6 17 19 21 23 25 28 30 35 41 47 53 60 67 78 R301.2.1.2 is permitted for buildings with a tag^;an roofhei,-ht of 45 feet(13 framing load by the multiplier from the t corresponding to the spacing of the connection: 16 26 36 46 57 58 80 gP 92 218 m 146 176..• 208 242 279_ 337 4 4 12 13 14 16 17 19 20 24 27 31 3S 40 45 52 728 mm)or less where the ultimate design wind speed, Vu11,is 180 rrph(290 26 33 - 45 58 7t":. $5 100 115 147 182 22-0 260 303A" 348 421 3 3 9 10 11 12 13 14 15 18 21 24 27 30 34 39 Connection Spacing{in. 12 16 19.2 24 48 kph)or less. 5:12 24 40 54 69 85 102 119 138 177 219 264 312 364 418 506 6 12 32 35 39 43 dT 51 56 66 76 87 99 112 125 147 TABLE R301.2.1.2 Multiplier 1,00 mPI159 1.60 1 2.00 1 4.00 28 . 46 63 81 99 119_ 139 161 206 255 308 364 424 488 590 12 6 6 16 18 20 22 24 26 28 33 38 44 50 56 63 74 32 53 72 92 114 136 159 184 236 292 352 416 485 557 674 4 4 11 12 13 15 16 17 19 22 26 29 33 38 42 49 36 60 81 104 1 128 153 279 207 265 1 328 396 468 545 1 627 758 3 3 8 9 10 11 12 13 14 17 19 22 25 28 32 37 WiNDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD n 6 12 42 47 52 57 63 68 74 87 101 116 132 149 167 196 STRUCTURAL PANELSa�b,t,d 12 20 26 33 40 48 55 63 81 9 119 141 164 188 227 i'L1Jlli�► JOIST 16 27 35 44 54 63 74 85 108 133 159 188 218 250 302 16 6 6 21 24 26 29 32 34 37 44 Si 58 66 75 84 98 "'`, ".-.r 4 4 14 16 18 19 21 23 25 29 34 39 44 50 56 65 a,b 2D ,.`3�....•. �ad 55 67 74 92 10� 135 t66 199 235 273 3t3 37f1 FASTENER SPACING(�nches) 6:12 24 40 53 66 so 95 111 127 162 199 239 282 327 376 453 Perimeter Edge Zone 3 3 11 12 13 15 16 17 19 22 1 26 1 29 33 1 38 42 1 49 28 47 61 77 94 111 129 148 188 232 279 329 382 438 529 6 12 50 56 62 68 75 82 89 105 121 139 158 179 200 235 FASTENER TYPE Panel 4 feet< 6 feet< 6 6 25 28 31 34 38 41 45 53 61 70 74 90 100 1t8 32 53 70 88 121 143 166 190 242 265 358 376 491 501 680 19.2 4 4 17 19 21 23 25 28 30 35 41 47 53 60 67 79 Span c panel Span panel span 36 60 79 99 221 143 266 190 242 298 358 423 491 564 680 3 3 13 14 16 17 19 21 23 27 31 35 40 45 S0 59 4 feet �6 feet <_8 feet 12 2T 32 37 43 49 55 62 0 94 149 276 204 233 281 6 12 63 70 78 85 94 102 11L 131 152 174 198 223 250 294 16 36 43 50 57 65 73 '6 102 225 149 176 254 291 351 6 6 32 35 39 43 47 52 56 66 76 87 99 112 125 147 No.8 wood-screw-based 20 4S 53 62� .. _ 72 81 92 103 ^. � 127 i5s 187. .. 220,' c�25d 291 351 2a 4 4 21 2d 26 29 32 34 37 d4 51 58 56 75 84 98 anchor with 2-inch embedment 16 1Cl 8 7:12-12:12 24 54 64 75 86 98 110 in 153 187 224 263 305 350 421 g 3 16 28 26 22 24 26 28 33 38 44 50 56 63 74 28 62 74 87 loll 114 129 144 178 218 261 307 356 408 491 length 32 71 85 99 115 130 147 164 704 250 299 351 407 466 562 Fastener Spacing Uplift Load per Nail(lbs) 36 80 96 112 129 147 265 185 229 281 336 395 458 525 632 Gable Endwall Rake or (in.) No.10 wood-screw-based 1 Tabulated connection requirements shall be permitted to be multiplied by 0,70 for framing not located within 8 Feet of building corners, Rake Truss with up to 9" 6 28 31 35 38 42 46 50 59 68 78 88 100 212 131 anchor with 2-inch embedment 16 12 9 LATERAL � 2 Tabulated connection requirements are based on total uplift minus the roof assembly dead load of 6 psf (0.6 x 10 psf=6 psf), Rake overhang 4 19 21 23 26 28 31 33 39 45 52 S9 67 7S 88 length FRA11V r^�' 3 14 16 18 19 21 23 25 30 34 39 44 Sa s6 66 lYlj (J 8 Tabulated connection requirements are based an 812 inch ridge connection spaci{�g,for different ridge contraction spacing,multiply the tabulated values by the appropriate 1/,4-inch lag-screw-based multiplier below: Fastener uplift capacityl.r(Ibs) LOADSanchor With 2-inch embedment 16 16 16 Sheathing Thickness(in.} 3/8 7/16 1S/32 19/32 23/32 length Ridge Connection Spacing(in.) 12 16 1.60 24 48 framing Member G 0.42 0.49 0.42 0.49 0.42 0.49 OAS 0.49 0.42 0.49 Multiplier 1.00 1.33 1.60 2.00 Q.aa 4 For jack rafter uplift connections,use a roof span equal to twice the jack rafter length.The jack rafter length includes the overhang length and the jack span. 8d common 70 91 68 100 67 9s 63 92 58 86 For$I:1 inch-25.4 mm,1 foot=304.8 mm,1 pound=4.448 N,1 mile per hour-0,447 10d box 94 101 82 118 81 120 77 114 -1 108 MIS. RSRS-03s 91 91 99 106 99 114 99 125 00 115 a.This table is based on 180 mph uttimate design wind speeds,Vurt and a 4S- Woo fost rr�.�.�r�r*tr7f k�r+i�l5t. 1 ror roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak,the 4-foot perimeter edge zone attachment requirements shall be used. b.Fasteners shall be installed at opposing ends of the wood structural p?itpl. -00 2 Minimum capacity of withdrawal and fastener head pull-through is tabulated. Fasteners shall be located not less than 1 inch from the edge of the panel. 3 Tabulated values Include a load duration factor adjustment,Co-1.6, 4 Tabulated values for ad common nails and 10d box nails are applicable to carbon steel nails(bright or galvanized). c,Anchors shall penetrate through the exterior wall cv)ering with an .40 5 Tabulated values forRSRS-03 nails are applicable to carbon steel(bright or galvanized)or stainless steel nails. embedment length of not less than 2 inches into the building frame. FLU R J 01S fi Fasteners shall be located not less than 21/2 inches from the edge of Table 3.11 Wail Sheathing and Cladding Attachment 0011 =xposure concrete block or concretex, Requirements for Wind loads d.Panels attached to masonry or masonrylstucco shalt be attached using vibration resistant anchors having an ultimate withdrawal capacitor of not Wind Spr�pd less than 1,500 pou;ntls. Table 3.9A Rafter/Ceiling Joist Heel Joint`Connection Requirements 3-second gust 90 95 100 105 110 115 120 130 140 ISO 160 170 180 195 (Prescriptive Aitemative to Table 3.9) (mph) Figure Table 3.5A Top and Bottom Plate to Stud Lateral Connections rmxp�:�I��+�:` Roof Live toad Ground Snow Load STRUCTURAL SHEATMNG R301.2.1.2.1 Application of ASTM E1996 20 psf 30 psf 50 psf 70 psf E F E F E F E F E F E F E F E F E F E F E F E F E F E F #t1r Wind Loads Roof Span(ft) 1 Stud Spacing 1 s The text of Section 2.2 ofASTM E1996 shall be substituted as follows: (Prescriptive Altornative to Table 3.5) Sheathing Location Maximum Nail Spacing for 8d Common Nails or 10d Box Nails Inches,o.c. 12 24 36 1z 24 36 12 24 36 i2 24 36 g finches,a.c.) p 8 Wind Speed Rafter 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 2.2 ASCE Standard: Rafter Slo a 1 a a°s P Required Number of 16d Common or 40d Box Nails per Heel Joint Connection ' ' interior Zane 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 Spacing in, 24 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 ASCE 7-10 American Society of Civil Engineers Minimum Design Loads for 3-second gust)mph) 90 95 100 105 I10 i15 120 130 i40 150 16p 170 180 195 g {See Figure i.1) 32 3 5 8 3 6 9 5 9 13 6 12 17 12 6112 61121 6112 6 12 6111 6 12 6112 6 12 6 12 6 12 6 12 6 12 61121 ,1112 Sulldtrigs and Other Structures 16 4 7 10 4 $ 12 6 12 17 8 15 23 g 16 6 12 6 12 6 12 6 12 fi 12 6 12 6 12 6 12 6 i2 6 12 6 12 6 12 6 12 6 6 Stud 3:12 Perimeter Edge Zone Spacing Wall Height(ft) Required Number of 16d Common Nails or dOd Sox Nails per Stud to Plate Connection{plf)I 19.2 4 8 12 5 10 14 7 14 21 9 1$ 27 2a 6 12 6 12 6 12 6 12 6 12 6 12 6 iz 6 i2 6 12 6 12 6 6 6 6 6 6 6 6 {in.} 24 5 10 15 6 12 18 9 17 26 12 23 34 The text of Section 6.2.2 of A5TM E1996 shall be substituted as follows: 12 3 4 6 3 5 7 4 7 10 5 9 13 BOARD SHEATHING or LAP SIDING 8 2 2 2 2 2 2 2 2 2 2 2 2 2 2 16 3 S 8 3 6 9 5 9 13 6 12 17 Sheathing Size Rafter/Truss Spacing 6.2.2 Unless otherwise specified,select the wind tone based on the i8 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4:22 Minimum Number of Sd Common malls or IQd Box Halls p (inches, - ultimate design wind speed, 1 s follows ,•.._��. 4 7 11 11 1 7 14 1 In es oc. s€ n s e d, V„t,a 12 .- 2 Z 2 2 2 2 >2 2 2 2 2 2 2 24 4 8 11 5 9 13 7 13 19 9 17 26 Per Support 12 14 .2 2 2 2 2 2 2 2 2 2 2 2 2 3 12 3 3 5 3 4 6 3 6 8 4 7 11 1x6 or 1x8 Sheathing 12-24 2 2 2 2 2 2 2 2 2 2 2 2 2 2 6.2.2.1 Wind Zone 1-130 mph s ultimate design wind speed, V i40 16 2 2 2 = 2 2 2 2 . 2 2 2 2 2 2 3 ixi0 or Larger Sheathing 12-24 3 3 3 3 3 3 3 3 3 3 3 3 3 3 p g p U1c ... - 16 3 4 5 3 5 7 4 7 li 5 9 14 B 8 i8 2 2 2 2 2 2 2 2 2 2 2 2 3 3 5:12 19.2 3 5 7 3 6 9 5 9 13 6 11 17 mph. 20 2 2 2 2 2 2 2 2 2 2 2 3 3 3 24 3 6 9 4 7 11 6 11 16 7 14 21 E - Nail spacing at panel edges(in.) 8 2 2 2 2 2 2 2 2 2 2 2 2 2 2 12 3 3 4 3 3 4 3 4 6 3 5 8 F - Nail spacing at Intermediate supports in the panel field(in.) 6.2.2.2 Wind Lore 2-140 mph<_ultimate design wind speed, Vt,,t<150 10 2 2 2 2 2 2 2 2 2 2 2 2 2 3 16 3 3 5 3 4 S 3 5 8 4 7 10 mph at greater than 1 mile(1.6 km)from the coastline.The coastline wm, . ._.�. .... ,_, ,___ _. ...._.. 7:12 1 For wall sheathing within 4 feet of the corners,the 4 foot edge Zone attachment requirements shall be used, shall be measured from the mean high-water mark. 2 2 2 2 2 2 .2 3 3 19.2 3 4 5 3 4 6 3 6 9 4 8 12 16 14 2 2 2 2 2 2 2 2 2 2 2 3 3 3 24 3 5 7 3 5 8 4 $ 11 5 10 IS 2 Tabulated nail spacing assumes sheathing attached to stud framing members with 0.42<G<OA9. 16 2 2 . 2 2 2 2 2 2 2 2 3 3 3 4 12 3 3 3 3 3 3 3 3 5 3 4 6 3 ror exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails. 6.2,2,3 Wind Zone 3-150 mph(58 mis){ultimate design wind speed, 18 2 2 2 2 2 2 2 2 2 3 3 3 4 4 9:12 16 3 3 4 3 3 4 3 4 6 3 5 8 Vurt5 170 mph(76 m/s),or 140 mph(54 m/s)s ultimate design wind 20 2 2 2 2 2 2 2 2 2 3 3 3 4 5 19.2 3 3 4 3 4 5 3 5 7 3 6 9 speed, V„l s 170 mph(76 mis)and within 1 mile(1.6 km)of the coastline, 8 2 2 2 2 2 2 2 2 2 2 2 3 3 3 24 3 4 5 3 4 6 3 6 9 4 8 12 "� w"`- B - - r The coastline shall be measured from the mean high-water mark, 10 2 2 2 2 2 2 2 2 2 2 3 3 3 4 22 3 3 3 3 3 3 3 3 4 3 3 5 A i2 2 2 2 2 2. ,. 2 "2 , .. 2, 2 „3. 3m,: 4 4 5 16 3 3 3 3 3 3 3 3 5 3 4 6 y 12.12 f., w V `" ' �� 6.2.2.4 Wind Zone 4-ultimate design wind speed, Vuit.>170 mph(76 24 14 2 '2 2 2 2 2 2 2 3 3 4 rl 4 S > m/s). 1912 3 3 3 3 3 4 3 4 6 3 5 7 24 3 3 4 3 3 5 3 S 7 3 6 9 16 2 2 2 2 2 2 2 3 3 3 4 4 5 6 1 Heel joint connections are not required when the ridge is supported b a ioadbearin wall header or ridge beam designed to 18 2 2 2 2 2 2 2 3 3 4 4 5 5 6 J q g Pp Y 8 8 g 20 2 2 2 2 2 2 3 3 4 4 5 5 6 7 resist the applied loads. 2 When intermediate support of the rafter Is provided by vertica i struts or puriins to a Ioadbearing wall,the tabulated heel joint 1 Prescriptive limits are based on assumptions in Table 3.5. connection requirements shall be permitted to be reduced proportionally to the reduction in span. 4"o.c.Nazi Spacing Panel Nailing 3 Equivalent connections are required for Ceiling joist to ceiling joist lap splices. / par Table 2 6' a.C.Nall Spacing Panel Nailing porTabte 2 4 Tabulated heel joint connection requirements do not include the additional weight of the ceiling assembly. (PS"1) 1 '-"L 5 Tabulated heel joint connection requirements assume ceiling joists or rafter ties are located at the bottom of the attics ace. m f . r j q g j p "-•----., ; , E Plata-to-Sind � When ceiling joists or rafter ties are located higher in the attic space,no attic storage is assumed,and the tabulated heel joint . (ratifm id" connection requirements shall be Increased tn/the foilowing factors: s t Lesser of uz Required i or 2' Slacking Ceiling Height)Top u tlrt Heel Joint Connection Lookout took p f Plate-to-Roof Ridge i (opfionaq ? Connection ! Minimum 2x4 Height H H Adjustment Factors III per Table 9 outlooker HR R g { c/ ) 1/2 2.00 Section A-A [table Endwrall - T T Section B•B "c 1/3 1.50 Figure 15. Rake Overhang framed lfithout Structural Figure 17. Rake Overhang Framed nth Structural REV. DATE REVISIONS 1/4 1.33 Outlookers Outlookers 1/5 1.25 Panel Nailing 1/6 120 perTabie2fP+w7} 21-05-31 FEATURES, NOTES 4"a.o.Nail Spacing ,,� 1/10 1.11 -, 21-06-25 PERMIT SET Note:Lateral deflection of the rafter belowthe rafter ties may exceed 3/4 inch when rafterties are located above one third of 22-08-24 REVISED PERMIT SET the to late-to-roof ridge height,H ,or when H Is greater than 2 feet and may require additional consideration. i Lookout i p P g 8 R c B Y q i Block Table 9 UpfJlt forces for Two Facet Rake ¢�(� AR+r y f Copyright 0 American Wood CoLncil.Downloaded/printed pursuant to License Agreement.No reproduction or transfer authorized. (optlonaq Overhang framed With Structural Outlookers �, p C � �n0 '� PERMIT SET AMERICAv WOOD COUNCIL _.______-,.�___-,__ ..-.-,_r...,„.".,,.--,--, .�.a,�...-� cj 4�t Trussection d - - � �� 4832 Y�JNGS AVE Connections tlUtlOdker l (3 �- Rake Outlaoker Spacing N Truss Uplift(lb.) NEW YORK 12"o c 262 j * � � SOUTHOLD SeCtlon A-A 16"a.c. _349 a�s� �1 Q 035 �. ,rigitre 16, Rake Overhangg Framed With Rake Truss 24"o.c_ ; 524 GENERAL NOTES '`�--.-- DRAWN BY: JtD,JMM SHEET NO.: ll ; CHECKED BY: ZTC • SCALE: AS NOTED AO'4 ISSUED DATE: 2022.09.24 ALL NEW WORK TO CONFORM WITH THE 2020 RESIDENTIAL CODE OF NYS &2020 ENERGY INSULATION ELECTRIC /� CONSERVATION CODE OF NYS ENERGY CONSERVATION CODE WHERE APPLICABLE. AS PER CURRENT NEW YORK STATE CODE,AND MUST CONFORM TO SECTION 402.4 AIR 1. PROVIDE UNDERGROUND SERVICE, INCLUDING PHONE LINES AND CABLE T.V. ANNOTATION LEGEND ABBREVIATIONS LEGEND LEAKAGE IN 2020 ENERGY CODE 2. PROVIDE SMOKE& CARBON MONOXIDE DETECTORS ACCORDING TO N.Y.STATE GENERAL 1. RAFTERS WITH CATHEDRAL CEILING USE R-38 BUILDING CODE(TO BE SUPPLIED BY ALARM COMPANY) 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF 2. FLAT CEILING AREAS USE R-38 3. RANGE HOOD FULLY DUCTED TO EXTERIOR. DETAIL View Name AB ANCHOR BOLT MAX MAXIMUM View Name MECH MECHANICAL THE AUTHORITIES HAVING JURISDICTION. IIN CASE OF CONFLICTING 3. EXTERIOR WALLS USE R-21 CAVITY INSULATION. 5. NOTE AREAS WHERE TV'S HAVE DESIGNATED CIRCUITS. DETAIL# '� ABV ABOVE REQUIREMENTS, USE THE MORE STRINGENT REQUIREMENT. 4. RIM JOISTS TO RECEIVE R-21. SCALE: 1/8"= V-0" REF. Al02 SCALE: 1/8"= V-0" ADJ ADJUSTABLE MFR MANUFACTURER 2. NO DEVIATION FROM THE DESIGN DRAWINGS SHALL BE MADE WITHOUT THE 5. EXTERIOR CONCRETE FOUNDATION WALL(FULL WALL INTERIOR SIDE): FIREPLACE&CHIMNEYS (AS SHOWN ON PLANS) SHEET AFF ABOVE FINISHED FLOOR MIN MINIMUM WRITTEN APPROVAL OF THE ENGINEER. a. FINISHED BASEMENT: AT MIN. 2" R-10(XPS) RIGID FOAM INSULATION (SEAL BRICK/STONE TO BE SELECTED BY HOMEOWNER VIEW TITLE WITH DETAIL NUMBER VIEW TITLE WITH DETAIL NUMBER AND ALUM ALUMINUM MLDG MOLDING 3. VERIFY ALL DIMENSIONS, ELEVATIONS, AND ALL OTHER ITEMS REQUIRED FOR THE JOINTS WITH MFR'D RECCOMMENDED ADHESIVE TAPE) 2X4 WOOD FRAME WALL REFERENCING SHEET APPROX APPROXIMATE MO MASONRY OPENING VARIOUS TRADES,AND ALL FIELD CONDITIONS PRIOR TO COMMENCEMENT OF W/GYPSUM BOARD&LATEX PAINT(SEMI-PERMEABLE). IF HIGHER R-VALUED IS GUTTERS& LEADERS - -;-~ - - - - -- - - BLDG BUILDING NTS NOT TO SCALE WORK.ALL DISCREPANCIES SHALL BE COORDINATED WITH THE ENGINEER. DESIRED R-13 UNFACED BATT INSULATION WITHIN CAVITY WALL. PROVIDE GUTTERS &LEADERS TO DRY WELLS. DETAIL � 1 Ref DETAIL# BLK BLOCK 0/ ON 4. ALL MATERIALS SHALL BE NEW AND OF BEST QUALITY,AND ALL WORK SHALL BE NO POLYETHYLENE! STAIR # 4 1 DETAIL# SIM #ETAIL SIM BLKG BLOCKING OC ON CENTER EXECUTED IN ACCORDANCE WITH THE BEST ACCEPTED TRADE PRACTICES AND AS b. UNFINISHED BASEMENT& CRAWLSPACES: AT MIN.2" R-10(XPS) RIGID FOAM I BO BOTTOM OF OH OVERHEAD PER MANUFACTURER'S REQUIREMENTS AND RECOMMENDATIONS. INSULATION (SEAL JOINTS WITH MFR'D RECCOMMENDED ADHESIVE TAPE) STAIR 1 RAILING COMPONENTS TO COMPLY WITH THE 2020 NYSR SECTION R311.7 1 A101 1 1 A101 1 CJ CONTROL JOINT OSB ORIENTED STRAND BOARD 5. UNLESS OTHERWISE NOTED, PROVIDE ALL. MISCELLANEOUS FASTENERS, 6. SLAB-ON-GRADE FLOORS WITH A SURFACE LESS THAN 12 INCHES BELOW GRADE, STAIRWAYS& SECTION R312.1 GUARDS. LJ SMITH PARTS-TO BE CONFIRMED REF, REF. REF. A1O1 REF. A101 HARDWARE, AND ACCESSORIES AS REQUIRED FOR COMPLETE INSTALLATION, EVEN INCLUDING GARAGE, SHALL BE INSULATED W/MIN. 2" R-10 XPS RIGID FOAM I 1 I SHEET SHEET CL CENTER LINE PGM PERFORATED (XPS) SHEET i SHEET CLG CEILING PGM PLATE GLASS MIRROR THOUGH SUCH ITEMS MAY NOT HAVE BEEN SPECIFICALLY MENTIONED IN THE INSULATION, 2 FEET HORIZONTAL AND VERTICAL AT SLAB PERIMETER. EXTERIOR SIDING 1 Ref 1. FINISH AS SHOWN ON ELEVATIONS, SEE CALLQUTS. INSTALL ALL FINISHES USING EXTERIOR ELEVATION INTERIOR ELEVATION i BUILDING SECTION I WALL SECTION CLR CLEAR PL PROPERTY LINE DRAWINGS. 7. BETWEEN BASEMENT AND FIRST FLOOR USE R-19 ~ - -- - - - -- - - ---- -- --- --- -- .-.._ - -... CMU CONCRETE MASONRY UNIT PLY PLYWOOD 6.ALL DIMENSIONS ARE TO FINISHED FACE OF WALL PARTITIONS UNLESS OTHERWISE 8. SOUND INSULATION R-11 BETWEEN FLOORS &ALL BEDROOMS & BATH. TYPE 316 STAINLESS STEEL NAILS MIN. 3D BOX 1-1/4. I - - - 2. TYPE II (30#) FELT. _ __ __ _ DETAIL# ' 8"/ 12" � COL COLUMN PSI POUNDS PER SQUARE INCH NOTED 9. ALL PIPES AND DUCTS IN BASEMENT TO BE INSULATED IF NOT POSITIONED IN 3. 1l2"CDX PLYWOOD SHEATHING. r ) SIM I CONIC CONCRETE PT PRESSURE TREATED 7.ALL EXISTING CONDITIONS DATA PROVIDED BY THE OWNER FOR THE PRODUCTION INSULATED SPACES TO MEET MEC CODE. t CLG. 12rr 8'-0" Name CONT CONTINUOUS OR CONTINUE PWD RM POWDER ROOM OF THESE DOCUMENTS ARE ASSUMED TO BE ACCURATE AND COMPLETE. 10. INSULATION AS LISTED HERE AND SHOWN ON PLAN PLUS PLEASE PRICE AN ROOFING I SLOPE - QTY QUANTITY � � A101 REF. 6� i Elevation CPT CARPET 8. ANY DAMAGE DONE TO FINISHED DURING CONSTRUCTION TO BE REPAIRED. ALTERNATE COMPARABLE AMOUNT OF INSULATION USING ROCK WOOL SHEET CT CERAMIC TILE REF REFRIGERATOR 9. CONTRACTOR SHALL TEMPORARILY SUPPORT EXISTING CEILING FRAMING SYSTEM INSULATION. 1. FINISH SHOWN ON ELEVATOINS, SEE CALLOUTS. L----- -J ; 2.APPLY A SINGLE LAYER OF ASTM D 226 TYPE II (#30) FELT. SPOT ELEVATION (LEFT) CW COLD WATER REINF REINFORCED PRIOR TO WALL DEMOLITION. 11. ALL SECOND FLOOR WALLS WHICH BACK UP TO VENTILATED ATTIC SPACES, TO 3. APPLY A SINGLE LAYER OF SELF-ADHERING MODIFIED BITUMEN COMPLYING WITH DETAIL CALLOUT SLOPE INDICATORS LEVEL ELEVATION (RIGHT) DBL DOUBLE REQ'D REQUIRED 10.THESE NOTES DO NOT COVER ALL ASPECTS OF CONSTRUCTION AND ADDITIONAL PREVENT INFILTRATION OF COLD AIR INTO THE HOUSE: ASTM D 1970 OVER THE#30 FELT TO EXTEND FROM THE LOWEST EDGES OF ALL I -„�--,,._________.__..._. ...__ .. _ DIA DIAMETER RM ROOM INFORMATION WILL BE SUPPLIED BY CHRIS NUZZI AND APPROVED PERSONS. a. THE CRACK BETWEEN THE PLYWOOD SUB FLOOR AND THE WALL SHOE SHALL BE ROOF SURFACES TO A POINT AT LEAST 36" INSIDE THE EXTERIOR WALL LINE OF THE 1 DIM DIMENSION RO ROUGH OPENING 11. CONTRACTOR TO VERIFY ALL DIMENSIONS IN THE FIELD. CAULKED OR FILLED WITH FOAM INSUL. 16"TJI's DR DOOR SD SMOKE DETECTOR BUILDING. �� I 12. CONTRACTOR SHALL CALL TO THE ATTENTION OF THE ARCHITECT OR GENERAL b. CONTRACTOR SHALL DOUBLE CHECK THAT ALL FIBERGLASS INSUL. IS FIT 4. ALL FLASHING TO COMPLY WITH NYS CODE SECTION R905.2.8. I IDS DOWN SPOUT SF SQUARE FEET CONTRACTOR ANY DISCREPANCIES OR ERRORS IN THE DRAWINGS OR SNUGLY INTO ALL STUD SPACES PARTICULARLY THE SMALL AND ODD SIZE @ 16 O.C. DW DISHWASHER SHTG SHEATHING ' 5. 112"CDX PLYWOOD SHEATHING. SPECIFICATIONS WHICH MIGHT HAVE A BEARING ON THE WORK. SPACES. ALSO CHECK THAT NO INSULATION HAS BEEN DISLODGED JUST 2x1 ' DWG DRAWING SIM SIMILAR PRIOR TO SHEETROCKING. 0 s DRY DRYER STD STANDARD SOIL c. ANY ELECTRICAL BOXES PLACED IN SUCH WALLS SHALL BE AN AIR INFILTRATION APPLICABLE CODE NOTES: @ 16" O.C. EA EACH T&G TONGUE & GROOVE 1. SOIL BEARING CAPACITY SHALL BE 1,500 LEIS PER SO. FOOT MINIMUM ON BLOCKING TYPE, OR SHALL BE SPRAYED FROM BEHIND WITH FOAM INSULATION _ EJ EXPANSION JOINT TBS TO BE SELECTED UNDISTURBED OR SUITABLY COMPACTED SAND OR GRAVEL. SO THAT AIR CANNOT INFILTRATE AROUND THE WIRES OR OTHER HOLES INTO FRAMING SPAN INDICATORS NORTH ARROW REVISION CLOUD&TAG ELV ELEVATION TEL TELEPHONE 2. TOPSOIL FROM CONSTRUCTION AREA TO 13E STOCKPILED (NONE REMOVED FROM THE BOX. IRC TABLE 301.5 -- ~~ ~ ~~~ ~-� -- - - - - - EQ EQUAL TEMP TEMPERED SITE), AND ROUGH GRADED AT THE END OF CONSTRUCTION. ROUGH GRADE d. ALL PLUMBING SUPPLY LINES OR WASTE TRAPS SHALL BE KEPT OUT OF THESE Room name I TY;2x��6 SIZED DETAIL# 36"W x 24" D x 90" H EQUIP EQUIPMENT TO TOP OF MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS HEIGHTS ALONGSIDE BUILDING SHALL BE.AS PER DRAWING ELEVATIONS. VENTILATED ATTIC SPACES'.' IF PIPES RUN IN ANY ADJACENT FLOORS OR 101 SIM i CABINET EXP EXPOSED TOB TOP OF BEAM " A01 REF. 1 WALLS THEN THE BAYS SHALL BE SEALED WITH A LAYER OF 2 FOAM INSULATING USE LIVE LOAD i 1/A-101 EXT EXTERIOR TOS TOP OF SILL CONCRETE BOARD IN ADDITION TO THE REGULAR FIBERGLASS. THIS BOARD SHALL FULLY Room name DECKS 4o SF Floor Finish FLR. � A01 8"CMU � A101 f LVL16 AREA NAME FD FLOOR DRAIN TPL TOP PLATE 1. CONCRETE SHALL BE MINIMUM 3000 PSI. COVER THE BAYS AND SHALL BE FULLY CAULKED TO ELIMINATE AIR FLOWING ? ,_ ,r , 150 SF FF FINISH FLOOR TYP TYPICAL 2. FOOTINGS SHALL BE SIZED AND REINFORCED ACCORDING TO DRAWINGS AND THROUGH CRACKS INTO THE BAYS WHERE THE PIPES ARE. NOTE AREAS WHERE PASSENGER VEHICLE GARAGES 5a SF Unbounded Height FIN. C.H. 8'-0" H @ 8 0 H I REF.SHEET „ ATTICS WITHOUT STORAGE 10 SF j FIN FINISH UNO UNLESS NOTED OTHERWISE SHALL BE MINIMUM OF 3-0 BELOW GRADE:. PLANS CALL OUT DOUBLE STUD WALL. ROOM TAGS I WALL TAGS I VIEW REFERENCES =VARIOUS CATEGORY TAGS FLR FLOOR(OR FLOORING) VB VAPOR BARRIER ATTICS WITH STORAGE 20 SF I I 3. FOUNDATION WALLS SHALL BE REINFORCED &FORMED TO THICKNESS AND HEIGHT 12. CONSIDER'HOT ROOF' CONSTRUCTION AS AN ALTERNATE. - -,_.__--~.-_ - .- _...___-__-_-.._--- _ _... __...___ __ ._ FND FOUNDATION VENT VENTILATION INDICATED ON DRAWINGS WELL VIBRATED AND/OR RODDED. SET 5/8" DIA. X 16" ROOMS OTHER THAN SLEEPING ROOMS 40 SF TYPE FO FACE OF VERT VERTICAL LONG HOOKED ANCHOR BOLTS 12" FROM EACH LEG OF EACH CORNER AND AS PER AIR LEAKAGE SLEEPING ROOMS 30 SF O# MODEL I ! R01 FOC FACE OF CONCRETE W/ WITH SHEET#1.D. FOLLOW SECTION R402.4 FOR AIR LEAKAGE.THE BUILDING THERMAL ENVELOPE STAIRS 40 SF MODEL MARK # # # # FOF FACE OF FRAMING W/O WITHOUT 4. FLOOR SLABS OVER TAMPED AND EVEN SUB GRADE LAY ti MIL THICK SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN ACCORDANCE WITH THE GUARDRAILS AND HANDRAILS 200 SF # TYPE # MODEL (p12 x 2 2 x2 BREAKLINE ROOF TAG s 6 6 _ FTG FOOTING WASH WASHER POLYETHYLENE VAPOR BARRIER AND POUR 3,000 PSI CONCRETE. BETWEEN SLAB REQUIREMENTS OF SECTIONS R402.1 THROUGH R402.6. MODEL REFERENCE 2O R @ 1'-0" EA. GWB GYPSUM WD WOOD AND CONCRETE WALLS INSTALL 1/2"THICK PRE-MOLDED ASPHALT IMPREGNATED sizE �--0 KEYNOTE IRC SECTION 303 Head Height F.H.H. I LEGEND Actual Tread Depth TREAD HB HOSE BIB WIC WALK-IN-CLOSET EXPANSION FILLER. GARAGE SLAB TO BE 4"THICK W/W.W.F. 6 X 6-W2.9 X W2.9. ALL PAINTING HDR HEADER WND WINDOW INTERIOR SLABS TO BE 4"THICK, EXCEPT.2"THICK IN CRAWL SPACES. EXTERIOR 1. INTERIOR WALLS AND CEILINGS TO RECEIVE ONE PRIMER AND MINIMUM OF TWO WINDOW TAGS DOOR TAGS KEYNOTE STAIR TAG .. ...... _.. .._.._......._..._..._...._...___......._.._....__.._....._;......._�___._____._............ _.._ _ .._.-._. _. _.__._...... ......_-._.__._..-.._._...__._.._....___.E..._.....__.._.._.___._._._..........._.................... _.......... HGT HEIGHT WP WATER PROOFING SLABS TO BE 6"THICK W/W.W.F. 6 X 6-W2.9 X W2.9.AND HAUNCH AT PERIMETER. FINISHED COATS. HR HANDRAIL WR WATER RESISTANT 5. BITUMIN VAPOR BARRIER ON ALL EXTERIOR CONCRETE WALLS. 2. INTERIOR DOORS, BASE AND CASINGS TO RECEIVE ONE PRIMER COAT AND 2 COATS . . - HVAC HEATING/VENTILATING /AIR CONDITIONING OF BENJAMIN MOORE WHITE SEMI-GLOSS OIL BASE PAINT. HW HOT WATER NOTE: METALS 3. EXTERIOR TRIM TO BE PRIMED AND FINISHED WITH TWO COATS OF EXTERIOR 0' 2'-0" 4'-0" 8'- 0" INSUL INSULATION IF AN ABBREVIATION IS FOUND IN THE SET OF 1. STEEL SHALL CONFORM TO ASTM A572-50 AND AISC SPECIFICATIONS. PAINT. I INT INTERIOR PLANS, IS NOT LISTED ABOVE, AND THERE IS 2. STEEL BEAM BEARING ON CONCRETE SHALL BE NO LESS THAN 4". GRAPHIC SCALE JST JOIST ANY QUESTIONS AS TO IT'S INTENDED MEANING, 3. FLITCH PLATES SIZED AS INDICATED ON DRAWINGS. PRE-DRILL ALL REQUIRED WINDOWS& EXTERIOR DOORS ,� 1. AS SPECIFIED ON PLANS, INSTALLED TO MANUFACTURES SPECIFICATIONS. JT JOINT NOTIFY ZTC ARCHITECTURE IMMEDIANTLY. HOLES BEFORE DELIVERY TO SITE. FASTEN TO SURROUNDING WOOD MEMBERS 2• REFERENCE ENERGY PERFORMANCE DATA OF EACH UNIT AS SPECIFIED IN ENERGY LAV LAVATORY WITH 1/2" DIA. BOLTS AS REQUIRED. CODE COMPLAINCE REPORT. LVL LAMINATED VENEER LUMBER 4. STEEL COLUMNS SHALL BE STANDARD WEIGHT, DIAMETERS AS SHOWN WITH 3• CONFIRM FENSTRATION U-FACTOR AND SOLAR HEAT GAIN COEFFICIENT(SHGC). STANDARD CAP AND BASE UNLESS OTHERWISE INDICATED. PROVIDE ALL BOLTS IRC TABLES R502.3.1(2), R802.4(1) AND R802.5.1(3). DIMENSIONAL - FOR TOP AND BOTTOM CONNECTIONS. LUMBER MAXIMUM SPANS 5. STEEL BEAMS SIZE AND WEIGHT INDICATED ON DRAWINGS, PRE-DRILL ALL INTERIOR DOORS REQUIRED HOLES BEFORE DELIVERY TO SITE. BEAM WEB STIFFENERS SHALL BE 1. BALD"INTERIOR DOORS DIMENSIONAL LUMBER DESIGN CRITERIA MATERIAL PATTERN LEGEND PROVIDED AT POINTS OF REACTIONS. SUPPORTED BY 31/2"O.D. STEEL COLUMN 2. BALDWIN OR EQUIVALENT SPACING MAXIMUM SPAN UNLESS OTHERWISE INDICATED. FLOORING FLOOR JOISTS CEILING JOISTS RAFTERS \PLAN 40LL-lODL 10 LL-10 DL 2a LL-10 DL - nw.DESIGN LOADS WOOD FLOORING IN LOCATIONS AS INDICATED ON PLANS, TO BE SELECTED # # # # ` ,2X6 ® 16" C/C 9 -1 16'-6" 14'-2"1ST FLOOR DECK: LIVE=40 PSF + DEAD=15 P,>F =55 PSF TOTALLOAD >, DECKING ,rr „ -i� _ 2X8 {� 16 / 21 -9 17-11 , �2ND FLOOR DECK. LIVE-30 PSF +DEAD-15 P,�F 45 PSF 5/4 X 4(S3S) MAHOGANY, GENUINE SECTION R6O2.10. INTERIOR WALL BRACING. BRACED WALL PANEL " " , " �. t...,-,r, ��. .::c. �,)c_. ::; ,::,- + - = 2X1a 16 C C 15 -2 26 -0 21 -11 `tea ' '. �';: : ___ 11W ;TOTAL LOAD ROOF. LIVE=20 PSF DEAD=15I SF 35 PSF TOTAL LOAD CONSTUCTION TO BE MIN Y INCH THICK GYPSUM BOARD ON BOTW SIDES f , ,: r ''._>t- �y�OF WOOD STUDS SPACED 16 OC AND FASTENED @ 7 O.C. WITH NAILS 2X12 @ 16 C/C 17-7 25-5 TILE &$TONE L_FRAMING 1. FLOOR LOCATIONS INDICATED ON PLAN, MATERIAL TO BE SELECTED IN ACCORDANCE WITH TABLE R602.3 (1). MINIMUM LENGTH OF BRACED 1. ALL DIMENSIONAL LUMBER SHALL BE #2 DOMESTIC HEM FIR OR BETTER, STRUCTURAL FRAMIING . E-1,600,000 IT IS VERY IMPORTANT TO FOLLOW MANUFACTURER'S SPECIFICATIONS FOR PROPER & Fb - 1500FLOOR JOISTS: E=1,400,000 & Fb-1200 2. ALL SHOWER AND TUB AREAS TO BE TILED WALL PANEL TO BE 48 . FASTENERS TO MEET THE RQUIREMENTS OF 2. PROVIDE DOUBLE FLOOR JOISTS BELOW ALL PARELLEL PARTITIONS UNLESS NOTED OTHERWISE ON PLANS. GRAVEL CONCRETE UNDISTURBED CLOSED-CELL SPRAY INSTALLATION METHODS FOR ENGINEERED LUMBER MATERIAL. 3. COUNTERTOPS AND TUB PLATFORM TOPS,TO BE DECIDED. TABLE R602.3 (2) 3. PROVIDE CROSS BRIDGING AT FLOOR JOISTS 0 MAXIMUM 8'-0' O.C. 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH 4. ALL MEMBERS SHALL BE MINIMUM SIZE AND SPACING PER SCHEDULE UNLESS OTHERWISE NOTED ON PLANS. EARTH FOAM INSULATION STRUCTURAL GRADE NO. 2 OR BETTER. HEATING AND AIR-CONDITIONING WALL BRACING 2. ALL HEADERS 6'-0"AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" FOLLOW THE 2020 RESIDENTIAL CODE OF NYS& 2020 ENERGY CONSERVATION CODE OF IRC TABLES R502.5(1) AND R502.5(2) - MAXIMUM SPANS FOR HEADERS `.SECTION TYPE OF AND OVER WITH TRIPLE UPRIGHTS. NYS. CONDITION BRACE AMOUNT IN BEARING WALLS __- 3. ALL HEADERS UNDER F-0"SHALL BE(2) 2 X 8 MINIMUM UNLESS OTHERWISE INDICATED. 1. MULTIZONE HIGH EFFICIENCY GAS FIRED FORCED HOT AIR HYDRONIC SYSTEM ONE STORY METHOD 3 30% MIN, EA END AND ® 25' OC HEADER SPANS FOR EXTERIOR BEARING WALLS ; UTILIZING FAN COIL UNITS AND CENTRAL HOT WATER BOILER. TOP OF TWO STORY METHOD 5 45% MIN, EA END AND ® 25' OC (GROUND SNOW LOAD 30 PSF) 4. DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS AND POINT LOADS UNLESS INDICATED ON PLANS. 2. HEATING AND AIR CONDITIONING TO BE INCLUDED FOR THE ENTIRE HOUSE INCLUDING ADDITIONAL SUPPORT IS NEEDED AS BUILDING WIDTH GARAGE INCLUDING UNFINISHED ROOMS NAILING SCHEDULE 5. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED 3. 1000 GALLONS LP GAS TANK HEADER SUPPORTING SIZE 20'-0" 28'-0" 36'-0" PLAN j MATERIAL FASTENER SPACING METAL CONNECTORS BY SIMPSON OR APPROVED EQUAL WOOD-I-BEAMS AND LVL. ROOF AND CEILING 2 - 2x4 3'-6" 3'-2" 2'-10" Y" WOOD STRUCTURAL PANEL 6d COMMON NAIL 6 OC EDGES �2 OC 6. ALL PRE-ENGINEERED LUMBER SHALL BE WOOD-I-BEAMS AND LVL PRODUCTS PLUMBING 2 - 2X6 5'-5" 4'-8" 4'-2" ASPHALT SHINGLES CMU DECK PLANKING BATT INSULATION BRAND AND SIZE AS INDICATED ON PLANS. 1. SUPERSTORE FOR HOT WATER, CONTRACTOR TO CONFIRM SIZE(OR NUMBER) INTERMEDIATE STUDS " 2 - 2X8 6-10 5'-11 5'-4" U.N.O. 7. ALL MULTIPLE LVL PRODUCTS USED AS BEAMS AND GIRDERS TO HAVE 2 ROWS OF BASED ON NUMBER OF BATHROOMS. Y" GYPSUM BOARD 1Y4" SCREWS TYPE 14" OC EDGES, 8" OC W ORS INTERMEDIATE STUDS 2 - 2x10 8°-5" 7'-3" 6'-6" 1/2" DIA. GALV. MACHINE BOLTS @ 12" O.C.. CONTRACTOR MAY SUBSTITUTE GLU- 2. WATER SUPPLY -2"MAIN FROM STREET, IF AVAILABLE. 2 - 2X12 9'-9" 8'-5" 7'-6" _ LAM BEAMS(ANTHONY POWER OR EQUAL.) USE A 3-1/2"APB IN PLACE OF(2) 1-314" 3. COPPER OR PEX SUPPLY PIPING FOR HOT AND COLD WATER LINES, PVC FOR WASTE 3 - 2x10 10'-6" 9'-1" 8'-2" LVL'S AND A 5-112"APB IN PLACE OF A 3 1-314"LVL'S EXCEPT IN SITUATIONS WHERE AND VENT LINES. ALL NEW CONSTRUCTION @EXTERIOR ENVELOPE TO COMPLY WITH TABLE " " ARC ( ) R402.1,2. 4 - 2X12 14-1 12'-2- 10'-11" h THERE IS A CANTILEVER. "�� �� Z�DD Ct 0 8. WHERE WOOD GIRDERS AND BEAMS INTERSECT A WALL, DOUBLE PLATE SHALL BE CESSPOOL INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT FOR O'd%1thRd p � CUT TO ACCEPT THE BEAM. DO NOT NOTCH BEAM. COMPLETE SEPTIC SYSTEM AS SHOWN ON SURVEY APPROVED BY SUFFOLK COUNTY CLIMATE ZONE 4A HEADER SPANS FOR INTERIOR BEARING WALLS LU 9. POINT LOADS SHALL BE MINIMUM OF 3 STUDS UNLESS OTHERWISE INDICATED. HEALTH DEPARTMENT. SYMBOL FOR POINT LOADS IS SHOWN ON DRAWINGS A SOLID BLACK SQUARE. FENESTRATION U-FACTOR = 0.35 BUILDING WIDTH ' HEADER SUPPORTING SIZE 20'-0" 28'-0" 36`-0" 10. ALL POINT LOADS SHALL BE TRANSFERRED DIRECTLY FROM POINT OF ORIGIN TO CONTINUED... SKYLIGHT U-FACTOR = 0.55s os5 THE BASEMENT. GLAZED FENESTRATION SHGC =0.40 ONE FLOOR ONLY 2 - 2x4 3'-1" 2'-8" 2`-5" QRd OF 11. WALL SHEATHING SHALL GO TO THE TOP OF TOP PLATE TO TIE PLATE TO STUDS- CEILING R-VALUE = 49 2 - 2x6 4'-6" 3'-11" 3'-6" PLYWOOD KNEEWALLS. WOOD FRAME WALL R-VALUE 20 OR 13+5 2 - 2x8 5'-9" 5'-0" 4'-5- PLYWOOD STRAPPING TO CONFORM TO CURRENT WIND CODES. MASS WALL R-VALUE = 8/13 2 - 2xta 7'-a" s'-1" 5'-5" FLOOR R-VALUE = 19 2 - 2X12 8'-1" 7'-0" 6-3" � 3 - 2X10 V-9" 7'-7" 6'-9" o BASEMENT WALL R-VALUE = 1�3 REV. DATE REVISIONS GYPSUM BOARD : SLAB R-VALUE & DEPTH = 10, 2 FT. 1. 1/2"WALL BOARD ON ALL WALLS AND CEILINGS. WALLS AND CEILINGS TO BE TAPED CRAWL SPACE WALL R-VALUE = 10J13 AND RECEIVE 3 COATS OF SPACKLE. 2. MOISTURE RESISTANT AT ALL BATHROOM WALLS AND CEILING. 21-05-31 FEATURES, NOTES 3. ENTIRE GARAGE SHEET ROCK AND SPACKLE, 5/8"TYPE "X"FIRE RATED. (R313.5.1} CARBON MONOXIDE DETECTORS TO BE INSTALLED AS REQUIRED 21-06-25 PERMIT SET 22-08-24 REVISED PERMIT SET CONTINUED... AND SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING. a PERMIT SET CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 4832 YOUNGS AVE GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM • SNOW SPEED TOPOGRAPHIC SPECIAL WINDBORN DESIGN � WINTER ICE AIR MEAN ^ SOUTHOLD NEW PORK LOAD (MPH) EFFECTS WIND DEBRIS WEATHERING FROST DESIGN BARRIER FLOOD FREEZING ANNUAL VICINITY MAP DESIGN ONE CATEGORY TERMITE TEMP UNDERLAYMENT HAZARDS INDEX TEMP '� GENERAL NOTES DEPTH 25 13t) 6 1 B SEVERE MODERATE YES • DRAWN BY: JLD,JMM SHEET NO.: TO HEAVY ` = � CHECKED BY: ZTC AID. O• SCALE: AS NOTED T.- ISSUED DATE: 2022. 88.24 Generated by REScheck-Web Software REScheck Software Version : REScheck-Web Section �'°Y Plans Verified Field Verified # Foundation Inspection Compliance Statement: The proposed building design described here is consistent with the building plans, specifications,and other p Value Value Complies? Comments/Assumptions calculations submitted with the permit application.The proposed buildinghas been designed to meet the 2018 IECC requirements in Inspection Checklist Req. � Compliance Certificate REScheck Version : REScheck-Wb and to comply with the mandatory reuirements listed in the REScheck Inspection Checklist. 402.1.1 :Conditioned basement wall ; Rmm R ❑Complies See the Envelope Assemblies [F04]1 :insulation R-value. Where interior; R- R- :❑Does Not table for values. EnergyCode:e: ;insulation is used,verification , Name-Title Signature Date Requirements: 0.0% were addressed directly in the REScheck software :may need to occur during ❑Not Observable Insulation Inspection. Not ; TINot Applicable Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each ;required in warm-humid locations Project NUZZI FARM requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception ;tn Climate Zone 3. ; is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. 303.2 :Conditioned basement wall ❑Complies Energy Code: 2018 IECC [F05]1 'insulation installed per ❑Does Not Section Ii ;manufacturer's instructions. Location: Southold New`fork Plans Verified Field Verified ' # Pre-tnspection/Plan Review Value Value Complies? Comments/Assumptions � ❑Not Observable Construction Type: Single-family & Req.ID ❑Not Applicable Project Type: New Construction 103.1, :Construction drawings and ❑Complies 402.2.9 Conditioned basement wall ft ft ❑Complies ;See the Envelope Assemblies Conditioned Floor Area: 5,235 ft2 103.2 !documentation demonstrate ❑Does Not [F06]1 :insulation depth of burial or ❑Does Not table for values. Glazing Area 16% [PR1]1 energy code compliance for the distance from top of wall. building envelope.Thermal ❑Not Observable ' '❑Not Observable Climate Zone: 4 (5572 HDD) envelope represented on ❑Not Applicable ❑Not Applicable Permit Date: :construction documents. 303.2.1 ;A protective covering is installed ❑Complies [F011]2 to protect exposed exterior Permit Number: 103.1, Construction drawings and ;. -❑Complies ❑Does Not 103.2, documentation demonstrate , insulation and extends a ❑Does Not :minimum of 6 in, below grade. ❑Not Observable Construction Site: Owner/Agent: Designer/Contractor: 403.71 ;energy code compliance for 4832 YOUNGS AVE CHRIS NUZZI ZACHARY CLANAHAN [PR3] ;lighting and mechanical systems. []Not Observable v w ❑Not Applicable SOUTHOLD, NEW YORK 11971 chrisnuzzi@yahoo.com ZACHARY T.CLANAHAN ARCHITECT Systems serving multiple ❑Not Applicable 403.9 2 Snow and ice melting system ❑Complies 14 GRAVEL HILL RD. dwelling units must demonstrate IFO121 ;controls installed. ❑Does Not HAMPTON BAYS, NY 11946 ;compliance with the IECC f' j []Not Observable Commercial Provisions. ❑Not Applicable ZAC@2TCARCHITECTURE.COM 302.1, Heatingand cooling equipment is; Heating: � �; Heating: ;❑Com lies 9g g p Additional Comments/Assumptions: 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2j2 on loads calculated per ACCA E Cooling: Cooling: • . Bt / Bt / ❑Not Applicable :•. ; Manual or other methods e j u hr u hr o Observable e approved by the code official A I' Compliance: 1.4%Better Than Code Maximum UA: 777 Your UA: 766 Maximum SHGC: 0.40 Your SHGC: 0.30 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. Additional Comments/Assumptions: Envelope Assemblies CEILING LEVEL 1, FLAT: Flat Ceiling or Scissor Truss 2,291 38.0 0.0 0.030 69 CEILING LEVEL 2, FLAT: Flat Ceiling or Scissor Truss 857 38.0 0.0 0.030 26 Wall:Wood Frame, 16" o.c. 4,815 21.0 0.0 0.057 226 Door 1: Solid Door(under 50%glazing) 139 0.300 42 Door 3: Glass Door(over 50%glazing) 11 0.300 3 SHGC: 0.30 Door: Glass Door(over 50%glazing) 350 0.300 105 SHGC: 0.30 Window:Wood Frame 355 0.300 107 SHGC: 0.30 Floor:All-Wood joist/Truss 445 38.0 0.0 0.026 12 Basement: Solid Concrete or Masonry 2,548 10.0 0.0 0.065 163 Wall height: 9.8' Depth below grade:9.0' Insulation depth:9.0' Window:Wood Frame 44 0.300 13 SHGC: 0.30 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: NUZZI FARM Report date: 06/20/21 Project Title: NUZZI FARM Report date: 06/20/21 Project Title: NUZZI FARM Report date: 06/20/21 Project Title: NUZZI FARM Data filename: pa Data filename: ) Report date: 06/20/21 Data Data filename: Page 1 of10 Page 2 0 10 Page 3 of Data filename: Page 4 of10 Section Plans Verified Field Verified Section # Framing/Rough-in Inspection Value Value Complies? Comments/Assumptions Section Plans Verified Field Verified &Req.ID Plans Verified Field Verified # Framing JRough-ln inspection Complies? Comments/Assumptions # Insulation Inspection Value Value � Complies? Comments/Assumptions Value Value 403.6 Automatic or gravity dampers are []Complies & Req.ID &2.1.1,Req. [FR1912 installed on all outdoor air ❑Does Not 303.1 All installed insulation is labeled ❑Complies 402.1.1, :Door U factor. U- ; U- ❑Complies ;See the Envelope Assemblies intakes and exhausts. [IN13]2 'orthe installed R-values [FRl] f 'table for values. ❑Not Observable ;provided. ❑Does Not 402.3.4 � � ❑Does Not , 1 , ❑Not Observable ❑Not Applicable ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: s ❑Not Applicable 402.1.1, ;Glazing U factor(area-weighted U- U- ❑Complies :See the Envelope Assemblies 402.1.1, :Floor insulation R-value. R- R- :❑Complies See the Envelope Assemblies 402.3.1, I average). .❑Does Not ;table for values. 402.2.E ;❑ Wood ❑ Wood ;❑Does Not table for values. 402.3.3, 402.5 '❑Not Observable Steel[IN1]1 F❑ ee [FR2]1 ❑Not Applicable ❑ Steel ❑Not Observable f ❑Not Applicable 303.2, Floor insulation installed per ❑Complies 303.1.3 ;U-factors of fenestration products ❑Complies 402.2.8 -manufacturer's instructions and ❑Does Not [FR4] :are determined in accordance ❑Does Not [IN2] :in substantial contact with the 1 1 i 4011 ;with the NFRC test procedure or underside of the subfloor, or floor ❑Not Observable ;taken from the default table. ❑Not Observable 'framing cavity insulation is in ❑Not Applicable ❑Not Applicable ;contact with the top side of 402.4.1.1 ;Air barrier and thermal barrier ❑Complies ;sheathing,or continuous e insulation is installed on the[FR23]1 installed per manufacturer's t ❑Does Not t , ;instructions. t. . ;underside of floor framing and I ❑Not Observable ; from the to the []Not Applicable atop of allperimeter floor framing g 402.4.3 ;Fenestration that is not site built: ; '❑Complies ,members. [FR20]1 'I is listed and labeled as meeting ❑Does Not 402.1.1, Wall insulation R-value. If this is a: R- R- :[]Complies ;See the Envelope Assemblies ;AAMA/WDMA/CSA 101/I.S.2/A440; 402.2.5, mass wall with at least 1/2 of the Wood Wood ❑Does Not 'table for values. ;or has infiltration rates per NFRC: [_-]Not Observable 402.2.E wall insulation on the wall ❑ ❑ ' ❑Not Applicable [IN3]1 exterior,the exterior insulation F❑ Mass 3❑ Mass 400 that do not exceed code t pp ❑Not Observable :limits. x j .4�f requirement applies (FR10). ;❑ Steel ❑ Steel '❑Not Applicable 402A.5 IC-rated recessed lighting fixtures t ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate.52.0 cfm ❑Not Observable 303.2 ;Wall insulation is installed per ❑Complies leakage at 75 Pa. I [IN4]1 manufacturer's instructions. []Does Not [:]Not Applicable , 403.3.1 ;Supply and return ducts in attics; g '❑Complies ; ❑Not Observable [FR12]1 insulated >= R-8 where duct is ❑Does Not i []Not Applicable >= 3 inches in diameter and >= t Additional Comments/Assumptions: ' iR-6 where< 3 inches. Supply and: .[]Not Observable return ducts in other portions of I ❑Not Applicable :the building insulated >= R-6 for , diameter>=3 inches and R-4.2 ; :for< 3 inches in diameter. t 403.3.2 :Ducts,air handlers and filter ( ❑Complies [FR1311 'boxes are sealed with ° '❑Does Not ljoints/seams compliant with ;International Mechanical Code or 1 [:]Not Observable 3 !International Residential Code, as i ❑Not Applicable ; :applicable. 403.3.5 :Building cavities are not used as� ❑Complies [FR15]3 ;ducts or plenums. ) ❑Does Not ia, ❑Not Observable i ❑Not Applicable ; 403.4 HVAC piping conveying fluids R- R- ❑Complies [FR17]2 above 105 QF or chilled fluids ❑Does Not 3 REV. DATE REVISIONS below 55 QF are insulated to >_R- 3 ;❑Not Observable :❑Not Applicable 403.4.1 ;Protection of insulation on HVAC_J_ ❑Complies 21-05-31 FEATURES, NOTES [FR24]1 :piping. '❑Does Not 21-06-25 PERMIT SET ❑Not Observable 22-08-24 REVISED PERMIT SET ❑Not Applicable SEC) AR(^,r�, 403.5.3 " Hot water pipes are insulated to ; R- R- ❑Complies ; ,<<G ��00 Ct q,,f (C` PERMIT SET [FRI$] >_R-3. []Does Not 0 E ❑Not Observable 4832 YOUNGS AVE :❑Not Applicable 1 High Impact(Tier 1) 12 'Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Ct yC SOUTHOLD 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: NUZZI FARM Report date: 06/20/21 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) NEW YORK - -- Q Project Title: NUZZI FARM Report date: 06/20/21 Data filename: Page 6 of Project Title: NUZZI FARM Report date: 06/20/21 035�`'� s' j p p , ``• RESCHECK Data filename: Page 5 of10 Data filename: Page 7 of10 �' E OF DRAWN BY: JLD,JMM SHEET NO.: CHECKED BY: ZTC AO. J SCALE: AS NOTED '''• ISSUED DATE: 2022.08.24 Section Plans Verified Field Verified Plans% Id Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions # Final Inspection Provisions Val Value Complies? Comments/Assumptions A Re ID ..................................... & Req.10 T Section Plans Verified Field Verified 4016A :All mechanical ventilations ystem ❑FComplies # Final Inspection Provisions Complies? Comments/Assumptions R- 'FComplies See the Envelope Assemblies R- 'fans not part of tested and listed FDoes Not & Req.113 402.1.1, :Ceiling insulation R-value. [F125]2 Value Value table for values. 402.2.1, F Wood E] Wood ::FDoes Not HVAC equipment meet efficacy 402.2.2, FNot Observable 3033 :Manufacturer manuals for FComplies E] Steel E] Steel Observable and air flow limits per Table E]Not Applicable [FI18]3 mechanical and water heating 402.2.6 11403.6.1. FDoes Not EJNot Applicable [Fill' systems have been provided. 403.2 :Hot water boilers supplying heat FComplies r_lNot Observable [F126]2 'through one-or two-pipe heating ODoes Not FINot Applicable 7 303.1.1.1,:Ceiling insulation installed Per OComplies systems have outdoor setback 303.2 !manufacturer's instructions. ODoes Not control to lower boiler water []Not Observable Additional Comments/Assumptions: [IF12]1 ;Blown insulation marked every 'temperature based on outdoor E]Not Applicable :300 ft2. E]Not Observable temperature. 0Not Applicable Heated water circulation systems ElComplies 402.2.3 'Vented attics with air permeable 'ElComplies [F128]2 have a circulation pump.The E]Does Not [F12212 insulation include baffle adjacent ODoes Not system return pipe is a dedicated to soffit and eave vents that return pipe or a cold water supply nNot Observable :extends over insulation. :FNot Observable a pipe. Gravity and thermos- ONot Applicable 'E]Not Applicable syphon circulation systems are 402.2.4 :Attic access hatch and door R- R-_ OComplies not present. Controls for [F1311 :insulation -R-value of the 0Does Not circulating hot water system :adjacent assembly. pumps start the pump with signal :MNot Observable for hot water demand within the ONot Applicable ;occupancy. Controls 402.4.1.2 Blower door test @ 50 Pa. <:=5 ACH 50 = ACH 50 = ElComplies automatically turn off the pump :when water is in circulation loop [FI17]1 :ach in Climate Zones 1-2, and :E]Does Not is at set point temperature and <=3 ach in Climate Zones 3-6. EINot Observable no demand for hot water exists. 'E]Not Applicable 403.5.1.2 Electric heat trace systems EJComplies 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 LJComplies [F129]2 comply with IEEE 515.1 or UL F—]Does Not [F12711 determine air leakage with ft2 ft2 ElDoes Not 515. Controls automatically :adjust the energy input to the ONot Observable either: Rough-in test:Total nNot Observable E]Not Applicable leakage measured with a heat tracing to maintain the I ❑pressure differential of 0.1 inch ElNot Applicable :desired water temperature in the ^g. across the system including piping. :the manufacturer's air handler 403.5.2 'Demand recirculation water ElComplies enclosure if installed at time of [F130]2 systems have controls that OlDoes Not :test. Postconstruction test:Total manage operation of the pump leakage measured with a ONot Observable and limit the temperature of the j ;pressure differential of 0.1 inch water entering the cold water t ONot Applicable :w.g. across the entire system piping to <= 1049F. �;including the manufacturer's air 403,5A Drain water heat recovery units ocomplies handler enclosure. [F131]2 tested in accordance with CSA E]Does Not ElComplies -side 403.3.4 ;Duct tightness test result of <=4 cfm/100 cfm/100 B55.1. Potable water [F[4]1 !cfm/100 ft2 across the system or ft2 ft2 EJNot Observable *E]Does Not pressure loss of drain water heat E]Not Applicable <=3 cfm/100 ft2 without air recovery units < 3 psi for Observable handler@ 25 Pa. For rough-in individual units connected to one :tests,verification may need to E]Not Applicable :or two showers. Potable wateris - .1occur during Framing Inspection. :side pressure loss of drain water �Comp 403.3.2.1 :Air handler leakage designated lies heat recovery units <2 psi for [F124]1 ;by manufacturer at<=2%0X E]Does Not individual units connected to design air flow. three or more showers. FINot Observable E]Not Applicable 404.1 ,90%or more of permanent ElComplies 40311 Programmable thermostats OComplies [F16]1 ;fixtures have high efficacy lamps. ElDoes Not : (FI9)2 :installed for control of primary i E]Does Not F71Not Observable heating and cooling systems and ONot Applicable f� FlNot Observable initially set by manufacturer to 404.1.1 :Fuel gas lighting systems have ElComplies code specifications. E]Not Applicable [F123]3 :no continuous pilot light. FlDoes Not 4031.2 'Heat pump thermostat installed ElComplies (FI10]2 on heat pumps. E]Does Not ONot Observable E]Not Observable Applicable 401.3 Compliance certificate posted. ElComplies E]Not Applicable E [F17)2 E]Does Not 403.5.1 'Circulating service hot water [FI11]2 ;systems have automatic or E]Does Not E]Not Observable accessible manual controls. E]Not Applicable 7Not Observable 'EJNot Applicable 11 High Impact(Tier 1) 12 ]medium impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: NUZZI FARM Report date: 06/20/21 Project Title: NUZZI FARM Report date: 06/20/21 1 High Impact(Tier 1) 2.1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Data filename: Page 8 of 10 Data filename: Page 9 of 10 Project Title: NUZZI FARM Report date: 06/20/21 Data filename: Page 10 of10 oft Aft A 4 Enemw- 112, ff - zV 143 IRA; UY E ff i c;i e iv tc;sy, %Co te r t 1 Above-Grade Wall 21.00 Below-Grade Wall 10.00 Floor 38.00 Ceiling / Roof 38.00 Ductwork(unconditioned spaces): Window 0.30 0.30 Door 0.30 0.30 7 7— J Heating System: Cooling System: Water Heater: Name: Date: Comments REV. DATE REVISIONS A 21-05-31 FEATURES,"NOTES /2\ 21-06-25 PERMIT SET a ARC 22-08-24 REVISED PERMIT SET CL PERMIT SET I-A 4832 YOUNGS AVE SOUTHOLD NEW YORK RESCHECK 4 ilk DRAWN BY: JLD,JMM SHEET NO.: CHECKED BY: ZTC AA • SCALE: AS NOTED AO. 7 ISSUED DATE: 2022.08.24 GENERAL NOTES — ALL WRITTEN DIMENSIONS SHALL TAKE 1 — DIMENSIONS NS APOVER SCALING OF DRAWINGS FROM EXTERIOR FACE OF CONCRETE FOUNDATION WALLS AND CENTERLINE — FOUNDATION CONTRACTOR TO' POSTS ALL ROUGHS-IN PLUMBING LOCATIONS AND ANY OTHER PENETRATIONS viv THRU CONIC lE FLOOR PRIOR TO CONSTRUCTION. OPENING SCHEDULE I PRODUCT CODE SIB HINGE R0. Sly NOTES COUNT ii 2470 2' 4' x7' 03/4' 3L2R R0. 2' 8' xr2' S I 25M 2' 0' xr03/4' R Ra2' 8• xr2' 1 3070 SOrxr034' L R0. 3' 2' xr20 1 i (2) 2670PKT 50! x7' 03/4' - RAIr10' xr2' 1 3068EGRESS 3' 0' x6' 834' R R0LSi; xr101/Y 1 I CW24 EGRESS 4' 81 x 4' 0' NN R0. 4' 9' x 4' 01 1 CW34 EGRESS r 0 5 x 4' 0' NNN RO. r 1 1 x 4' 01 1 ;;m I AREA TABULATION i 2 BASEMENT 1,140 SF MAIN LEVEL 2,676 SF • a• s s'• I UPPER LEVEL 916 SF TO f;. _TA FINISHED 4,732 SF BASEM NT UNFINISHED1370 SF a I r & MECHANICAL ROOM CW24 E I GARAGE 594 SF I I I FRONT' PORCH 268 SF . .•� a.. a .• .r I TEMPERED L___ � REAR PORCHES 723 SF I FLOOR AREAS ARE CALCULATED FROM © THE" OUTSIDE FACE OF EXTERIOR STUD AT FRAMED WALLS. o STAIRS ARE INCLUDED IN CALCULATIONS 01, AT ALL LEVELS. ---------- I ------- o ---------- I------------ BED #6 ---------- ; STORAGE e� ----------- o 77T --------- fV ' C' rn 00 Etl. I 01 RECREATION / LOUNGE N 11 ----------- ----------- I N i 1 � 11 1 1 v 11 A ----------- • r —I c� O 1 1b t 11 A 26'-5"' 3'-1" 15' I - - _ o 5'-6" UP 16R © I 6 3 5'-11" 4'-11" 5� 247 3070 -P --------- Q UP 19R - I --------- ' 6 �{ --------- . 4ti I --------- co v:• .' ra r: MER I e 3.2 I is oo� f A3.2 f; ;. ' CWA� E 'F TEMPhED I I I I I I a< I z. I I I REV. DATE REVISIONS I I I I 21-05-31 FEATURES, NOTES I I 21-06-25 PERMIT SET 22-08-24 REVISED PERMIT SET I I 22-11-11 REVISED STRUCTURAL 23-01-03 REVISED DOORS&WINDOWS I I 23-02-23 REVISED ROOF FRAMING PERMIT SET 1 2 A3.1 4832 YOUNGS AVE 03043h)EMEM"u'" SOUTHOLD NEW YORK ER! 1 _ . _ PUDAUxi BASEMENT FLOOR PLAN ' DRAWN BY: AD,JMM S C A L E 1 / 4 — 1 O SHEET NO.: CHECKED BY: ZTC SCALE: AS NOTED A1 . 1 4 kr' •' ISSUED DATE: 2023.02.23 86'-6" 80'-6" 6 GENERAL NOTES -0 - ALL WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER 12'-0" 21'-0" 31'-6" 16'-0" SCALING OF DRAWINGS » „ » 1, „ „ „ - DIMENSIONS ARE FROM EXTERIOR FACE OF EXTERIOR STUD 5 -11 6 -1 10 -6 10 -6 2 -9 12 -0 3 4 12 -10 1 4 3 -10 7 -11 1 2 8 -0 1 2 WALLS AND CENTERLINE OF INTERIOR PARTITIONS - WHILE EVERY EFFORT HAS BEEN MADE TO INSURE TH SE PLANS ARE ACCURATE AND COMPLETE THE OWNER BUILDER SITETCONDITIONSLANDESPEOCIIFItATIONS�ANDI BE RESPO SS`IBLE WOOD STEPS HAND RAIL FOR SAME. PER LOCAL CODE FIELD VERIFY STEP AND WINDOWS SIDEWALK LOCATIONS BASE - ANDERSEN 400 SERIES ON FINISHED GRADE I WOOD STEPS - WINDOWS STYLE AND WITHO;T�TO HAVE TEMPERED GLASS - WINDOWS DESIGNATED WITH E MEET EGRESS CODES - WINDOW HEADER HEIGHTS SET TO 7 11-3/8" (U.N.O. - BUILDER TO VERIFY WINDOW AND DOOR ROUGH OPENINGS AND HEADER HEIGHTS 48'-2 4" FLOOR SYSTEM co -co - ENGINEERED IIGD WOOD MIN OR 480 DEFLECTION OR LESS 1 a I - TRUSS MANUFACTURER TO PROVIDE CHASES FOR ALL 19 SUPPLY AND RETURN DUCTWORK - - - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - TRUSS MANUFACTURER TO VERIFY FRAMING AT CANTILEVERS a - TRUSS MANUFACTURER FROM VERIFY LOCATIONS OF ANY CONCENTRATED LOADS, SUCH AS GRANITE COUNTERTOPS, BACK PATIO I AND PROVIDE PROPER FRAMING AS NEEDED CEDAR OR MAHOGANY DECKING I �, LIVIN1coL SPACE OR OPTION FOR CONCRETE FRAMING (( �) co 0 10� DAIE H•T. u I � - 2X61WALLS ATAALLHPOCKET DOORS. OD - PROVIDE SOLID BLOCKING AT ALL POINT LOADS I - IN- PROVIDE CONTINUOUS SOLID BLOCKING 00 1 I _ TO FOUNDATION BELOW VAULT m VAULT 14 12 14 12 1 11a I 112a loss 111 112 108 - WOOD STEPS DOOR SCHEDULE SYMBOL 2468 REPRES NTS A 2'-4" WIDE O _ 4 x 6 8 HIGH 113 I �— G 7 _... 6 I �� � E, � '— DOOR :s --_- J1QQ_ �llt �!--------------- N .� �, 107a } 6070 OPNGCD - 107 DWN 1611 O I ! M. BA- - G \ OPENING SCHEDULE •w..�.: I Jp 51 # PRODUCT CODE SIZE HINGE R.O. SIZE NOTES COUNT 10' CLG+ I U MASTER E R SUITE , TILE - �� 101 AEHID3690 3�-6" x 9'-0'� NA S-8 3/16' X 9'-0 1/2' ULL TO 102 1 - I + W N 0 102 SIDELIGHTS 2-0 1/8 x 9-0 NA TBD BY CONTRACTOR IN FIELD ULL TO 101 2 m cc � V I 1 G. ,� OD & SHE i W I� o I 103 CW155 3 MULLED 2'-4 3 8' x 5'-4 13 16' NNN 's ^ I + I �o�� co , '- ( ) /" / (3) 2'-4 7/8. x 6-5 3/8' W/3' DULLS PERED ®STAIRS 3 ❑ GREAT ROOM + I I I - 104 C155 (3 MULLED) 2-0 1/8 x 5-4 13/16 N 3) 2-0 5/8 x 5-5 3/8 W/ 3 MULLS FIELD MULLED 1 o VqL D CLG. I 6'-9 1 2" 3'-10 1 2l N 12'-9 1 4" 105 CW155 2'-4 3/8' x 5'-4 13/16" L 2'-4 7/8' x 5'-5 3/8' 2 O 106 AX3251 7'-0 5/8' x 2'-7 1/2' UUU 7'-1 1/8' x 2'-8" 2 Q E D #2 1 N 10 LATE HT. y� I %&G. OD I I �o 0 107 FW060611 L V-10 3/8' x 11'-9" A/S V-11 1/4" x 11'-9 3/4' 1 o, , „ , » _ I ) ^ 107a FWT-2-60110 5'-11 1/4" x 1'-9 7/8- NA 6'-0' x 1'-10 1/2' 2 ^ 1 0 0 12 -2 4 18 -5 1/4" 5 0 ,1 2 10'-0 1/2' 11 6 -3 - AM, _ -5 11 -2 1/4" _ I to8 CX24 E 5'-2 3/4' x 4'-0' NA 5'-3 1/4' x 4'-0 1/2' TEMP. ®MSTR BATH 2 co Lo -1 1/4" w _ 1 -2 1 108a A2281 (CUSTOM SIZE) 5-2 3/4' x 1'-9 7/8' UU 5-3 1/4' x t'-10 1/2' CUSTOM TRANSOM 2 _ _ 109 FWG120611 5-10 3/4' x 11'-9" SAAS 6'-11-1/4' x 11'-9 3/4" W/ TRANSOM 109A 1 � VAULT � VAULT � I - - • ♦ _ 109a TRANSOM MODIFIED 5' 11 1/4' x 1' 9 7/8' NA 6'-0" x 1'-10 1/2"' 2 POWDER <.:, ,.. -- I I '. 3070 110 FwHsos 5'-11 1/4' x 6'-10 3/8' LR 6'-0' x 6'-11' W/ TRANSOM 107A 1 11 --------- » in , ",3'`.:` '.;, 3'-10 3 4" 5'-5 1 2" 6 11'-2 1 4" 111 CW14 E 2'-4'X 4'-0" NN 2'-4-7/8' x 4'-0-1/2' 1 __ 5 -2 1 4 3 -5 1 2 3'-7 20 -6 1 2 � ------•--cl-A �,_,A-„ I ' 111a A251 -TRANSOM 2'-4 3/8'X CU TOM TRANSOM ------•---- d I ; , 6 -------------- ---- --- 112 FwG8os11R ROP s '� 1-11 1/4" X 7'-o S/A 8-0 x 7-0 1/2 W/TRANSOM 112A 1 _------- ma.p.,7,,!we-w....•m.--^ 'msa - -- , :.- -.� 2670 �`b�.. .......< 2- 010 �..: wer..� ,.._.� ., ,3 p�,�:..,"'��� � � 112a AN31 TRANSOM 2'-11-15/16'Xt'-8 1/2' NA 6'-0 1/2' x 1'-9' MULLED 2 2070 247 267 D N I N G j I i 113 AX281 2-7 1/2 X 2-7 1/2 U 2-8 x 2-8 2 ------•---- `" _§ z VA TED CLG. I I�I HA L o GA GE rn 115 16'x8' OVHD DOOR 1 o 1 I I OOD 1 Q WOO o CONCR`TE 2070 2'-0" X 7'-0• N �' 1: W.I.C. �o ,-;o I IO 6 to I 10110 SLOPED i R R.O. 2'-2' x 7'-0 1/2' 2 O C » , u , -�p� z: —' i 2470 2'-4' X 7'-0" L R.O. 2'-6" x 7'-0 1/2' 1 � ^ � I 10'-3 1 4 I I 9 - 7 8 �G' N F -'1 � 2-2070 2-0 X 7-0 R.O. 4'-2' x T-0 1/2' 1 _.n......... 70 0P A SLOPE 10 DOOR 2670 2'-6" X T-0" R R.O. 2'-8' x T-0 1/2' 1 - - - DWN 19 - - �' - L R.O. 2-8 x 7-0 1/2 1 u BAT H_ KI HEN /H 2670 2'-6" x 7'-0• . , =� C a w oo�s . a � M " « `•�j I ` I _ ° N 2870 2'-B' X 7'-O' L R.O. 2'-10' x 7-0 1/2' 1 ' � 10 PLATE FIT. OPEN TO z F- `0 Lo co 2870 2'-B' x 7'-0' R R.O. 2'-10" x r-o 1/2' .. 1 VAULT J VAULT - - I - N R.O. a'-e' x r-o 1/2' 1 I WOOD I F OI�E R I I 1 TREDs w 1 o I > » ABO m ,¢ , cv N I 2470 PKT 2-4 X 7-01 GUARDRAIL ARou D i ,.r :use I _ 9 -0 'I 10 LG Iz I _ _ _ _ 14 12 > 14 12 ;,r, BASEMENT ACCESS I I�I `� ; N N PERIMETER. ... " b I WOAD to I I I I .. WF% -------__- `I I I I I C i I I I - - - - L AREA TABULATION - PANTR rt _ 6 L L - - - - - - I 1 -- _c) I I - - I = - - - - - - - - - 1 - - - - - - - - - BASEMENT 1,140SF ki 3.2 — - - - - r- - - - - -� o — r �s - - - - - - - - - - - — - - - I—I- - - - I — - - - - - - - - 3.2 0'-3 3 4" I 1 -9 20 - 0 1 --------- I I 10 -� 1 4 I UP 19R 13 -10 1 4 16 -;11 1/ 26'-6 1 2" MAIN LEVEL 2,676 SF --------- 916 SF IML---- 3 3 I o ------------- `� --�' % "' I I I 1 _ s. UPPER LEVEL oo ;, „ 102 1 1 102 105 ©ff TOTAL FINISHED 4,732 SF 104 , , ------ --------------- - - ALL BASEMENT UNFINISHED1370 SF 0 000 , �pMl,' ; o OVEN 103 & MECHANICAL ROOM . . I TdPQtED r. . .�.. .a... �>..r �.«. . .......... ....�.....,.,.,> - GARAGE 594 SF AC FRONT PORCH 268 SF CONCEALED BEH NID 1 3 2nd FLOOR I 2nd FLOOR 103 REAR PORCHES 723 SF HEDGES. OPTION CANTILEVER I CANTILEVER ; M DIG AND CONCEAL FRO T PORCH FLOOR AREAS ARE CALCULATED FROM CONCEAL BEM THE OUTSIDE FACE OF I I I � �� EXTERIOR STUD AT FRAMED WALLS. I I STAIRS ARE INCLUDED IN CALCULATIONS -------- ----- =--------- --- -------------- -----r.:- --------- - AT ALL LEVELS. j ---- -------- --------- ---- j ---- --------------- ----------- [Lai i REV. DATE REVISIONS 21-05-31 FEATURES, NOTES I 21-06-25 PERMIT SET 22-08-24 REVISED PERMIT SET 3'-2 1 4" 3'-2 1 4" ,> 6 -2 3 4 5 -9 1/4" 10 -6 10 -6 / / 5 -1 5 -1 3 -1 3 -1 10 -6 10 -6 22-11-03 REVISED PER AHJ MARKUPS-OFFICE ROOM CHANGED TO NOOK V-10 3/4" 1'-10 3/4" 23-01-03 REVISED DOORS&WINDOWS 10, 12'-0" 21'1-0" 10' 2" 10'-2" 6'-2" 21'-0" 6'-0" 23-02-23 REVISED ROOF FRAMING 59,-6„ I , 27 -0 201 86'-6" PERMIT SET 4832 YOUNGS AVE 1 SOUTHOLD NEW YORK .,- - 1 " . MAIN LEVEL FLOOR PLAN SC A L E 1 / 4" — 1 ' off " , ' DRAWN BY: JLD,JMM SHEET NO.: L CHECKED BY: ZTC f .. SCALE: AS NOTED A1 .2 M ., . . k. ISSUED DATE: 2023.02.23 - - - - - - - - - — — — — — — — — — — ROOF PLAN ; I ; 2 to , » I I I SCALE 3 / 16 = 1 0 1 A3.1 1/8' 12 I I I I I I 5/4X4 GENERAL NOTES - ROOF P'LA I I �_ _ — TYPICAL OVERHAf�G DIMENSIONS (U.N.O.) I N I N r � .-- - _,-- .f — EAVES = 24 , 1 I I - - - - - - - - - - - - - - - - 1 — GABLES = 18„ 6„ 1,_6,1 1 I I — ROOF VENTING TO BE 1/200 OF ATTIC AREA — I — 50% IN EAVE 50% IN ROOF N - - - - - - - - X — KEEP ROOF PENETRATIONS ON REAR SIDE OF ROOF AS MUCH AS POSSIBLE J , — TRUSS MANUFACTURER TO VERIFY ALL PITCHES, OVERHANGS, HEEL HEIGHTS ,.� EXTENDED CHORDS AND KNEEWALL HEIGHTS , — BUILDER TO REVIEW TRUSS DESIGN AND LAYOUT PRIOR TO TRUSS ORDER 1 I I , — ICE & WATER SHIELD AT EAVES TO POINT OF 2 0 BACK FROM INSIDE EDGE OF EXTERIOR WALL I 1 FULL ICE & WATER SHIELD ON ROOF PITCHES LESS THAN 4[12 , — ROOFING CONTRACTOR TO INSTALL KICKOUT FLASHING AS NttEDED I 1 I — EXTERIOR WALL FINISHER TO VERIFY INSTALLATION PRIOR TO FINISHING 5/4X4 I I RI�GE I I I RINGE I 39 0" SQ. FAUX I I ; 3' 00 SQ. FAUX CHIMNEY -61 15'-0" I I 41'-71 2" I 1 15'-0° I I I I OPEMING"' DETAIL 12 12 I I I 12 12 , 1 12 12 SCALE 1 / 4 1 0<4 n - - 14 I 1 —I-- - - - - - - - - - - - - I - - - - - - - - :,..� 4 12 ':b ..- 1 - - I 1 SET WINDOW 3• I , =.:~-r -~- +- - - - - - - - - - - - - - - A3.2 15' 2" OFF M IN ' (_.t t N N LEVEL SUB—F R. � -- - - - - - - - - 1 r - - -a '1 . ' 1 - - t . L ' . — — .. .. ':.� _ WATERPROOF DECK N I . . L — — - - — — — — — — I- - - - - - - - - - I `° - - - - - - - - - - - - - - - - - `� — — 68' 6" 1 45 275 20612 1 .,. , 7' 0" 13 5" 7, 0„ I " , 1 < EEli A200 A201 AZ00 A200 A201 A200 SHADED INEA INDICATES LOCATION N — ALL WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER 1 `S' 1 OF STANDING SEAM METAL ROCa�1NG UE=1 SCALING OF DRAWINGS 1 — DIMENSIONS ARE FROM EXTERIOR FACE OF EXTERIOR STUD F11 OPENING SCHEDULE — WHILE EVERY EFFORT HAS OF INTERIOR TO RINSURES TH SE © 13, 8 1 2" 13' 8 2" PRODUCT CODE SIZE HINGE R.O. SIZE NOTES COUNT PLANS ARE ACCURATE AND COMPLETE THE OWNER BUILDER MUST VERIFY ALL DIMENSIONS CONST�UC110N ME ODS 1 BED #3 I BED #4 A114 Ax281 2' 7 1/2• x 2' 7 1/2' u 2' e' x 2' x 3 SITE CONDITIONS AND SPECIFICATIONS AND BE RESPONSIBLE 1 1 200 CW14 2' 438' x4' 0' N 2' 47/8' x4' 01/2' 7 FOR SAME. 1 201 M1611 3' 0 1/8' x 7' 0' L 1R 3'-1' X r-0 1/2' 2 W 1' 1 2" 8 1 4" 1 Ina 2-1670 3' 0' x r 0' LR 3' 2' x 7' 0 1/2' 1 WINDOWS / , / 1 2470 2' 4' x 7' 0' L 2' 6' x 7' 0 1/2• 4 — ANDERSEN 400 SERIES 1 2 9 1 3 6 1 4 2470 2' 4' x r o' R 2' s• x r o 1 2• 1 — STYLE AND SIZE AS NO, D © 4' 6" 4' 4 1/2" 3' 3/4" 6' 11 1/2" 2s7o 2' s• x r o• L 2' a' x 7' 01/2' 2 _ WINDOWS DESIGNATED WITH ,T', TO HAVE TEMPERED GLASS WINDOWS DESIGNATED WITH E MEET EGRESS CODES 1 1 2670 2' s' x r 0' R 2' 8' x r 0 1 2' 2 — WINDOW HEADER HEIGHTS SET TO 6 11-3/8" (U.N.O.) 1 I A — BUILDER TO VERIFY WINDOW AND DOOR ROUGH OPENINGS 1 2470 2670 2670 2470 AND HEADER HEIGHTS 1 Ro _&___SHE I I FLOOR SYSTEM CD 1 cD _ z o AREA TABULATION — ENGINEERED WOO D FLOOR TRUSSES CD — DESIGNED TO MIN. V480 DEFLECTION OR LESS J 1 - - N 6 — TRUSS MANUFACTURER 0 PROVIDE CHASES FOR ALL RaDL� A BASEMENT 1,140 SF SUPPLY AND RETU_____ ____ __ ____ RN DUCTWORK 1 ROb-& - ----- --©--°' -------�---------------- MAIN LEVEL 2,676 SF TRUSS MANUFACTURER TO VERIFY FRAMING AT CANTILEVERS --- --=----- ----- - ------------------------ — 2470 1 FOR POINT LOADS FROM ABOVE — TRUSS MANUFACTURER TO VERIFY LOCATIONS OF ANY o III UPPER LEVEL 916 SF CONCENTRATED LOADS, SUCH AS GRANITE COUNTERTOPS, A I A LOFT 1 �, III TOTAL FlNISHED 4,732 SF AND PROVIDE PROPER FRAMING AS NEEDED CV 1 v� A BASEMENT UNFlNISHED1370 SF FRAMING„ — 2X6 WALBLS AT ALL POCKEfiU.N.O.� III GARAGE ANICAL ROOM 594 SF D00 S 1 " I 6 FRONT PORCH 268 SF — PROVIDE SOLID BLOCKING AT ALL POINT LOADS BED #5 HALF WALL 36 "�� � I "' REAR PORCHES 723 SF 6 _ HIGH PER 2020 , ."'kx= I I ;;; — INDICATES BEARING POINT LOAD cc FOOD NYS RES COD `_ °w a � FLOOR AREAS ARE CALCULATED FROM — T O FOUNDATIIONUBELOW— VEERIIFY LOADS THE OUTSIDE FACE OF W/ LOCAL STRUCTURAL ENGINEER 1 OPEN TO I wig DEa� y € EXTERIOR STUD AT FRAMED WALLS. BELOW TRUSS SUPPLIER TO VERIFY ALL SPANS PITCHES, STAIRS ARE INCLUDED IN CALCULATIONS HEEL HEIGHTS AND OTHER CONDITIONS 4 8 1 2" 1 6' 2 3 4" 5' 6 1 4" 4 4 6' 4 3 4" AT ALL LEVELS. CRITICAL TO PROPER TRUSS FABRICATION. FINAL ROOF AND FLOOR TRUSS DESIGN AND LAYOUT —— I TO BE PROVIDED BY YOUR LOCAL TRUSS SUPPLIER. 0' SPRINGUN m � m REV. DATE REVISIONS 3.2 i i 21-05-31 FEATURES, NOTES I n, 0 21-06-25 PERMIT SET �- ��� 22-08-24 REVISED PERMIT SET S,ET„WINDOW 1 I S,ET„WINDOW 15 2 OFF MAIN 1 MAIN 22-11-03 REVISED PER AHJ MARKUPS-ADDED NOTE ABOUT LOFT WALL HGT LEV LR. co 1 A200 A200 Az00 00 L VEL SUB FLR. 22-01-03 REVISED DOORS&WINDOWS 4' 6" 4' 6" 4' 6" 4' 6" ® 23-02-33 REVISED ROOF FRAMING A 14 A I 4' 8 1 2" 1 18' 0" 4' 8 1 2" A114 A PERMIT SET 10' 6" 1 10' 6" 1 26' 6" 10' 6" 10' 6" 4 8 3 2 YO U N G S AVE 68' 6" SOUTHOLD NEW YORK A3.1 UPPER LEVEL & ROOF PLAN DRAWN BY: AD,JMM SHEET NO.: CHECKED BY: ZTC A1 . 3 SCALE: AS NOTED ej, .. ISSUED DATE: 2023.02.23 GENERAL NOTES 1. ALL DIMENSIONS SHOWN ARE TAKEN FROM FACE OF STUD OR CONCRETE, U.O.N. 2. REFER TO G-001 FOR LEGEND & CODE INFORMATION 3. REFER TO AND COORDINATE WITH ALL MFR SHOP DRAWINGS PRIOR TO COMMENCEMENT OF ANY S.O.W. �•° s`% �»%r'`/",.'�.s;.�`�;.0%/°'.r,'��'�/°iA°.�/f9`/Ar�/%`s':�i .;%t''r;`//,%i"its/.//`.''.,��f:/%°/:F+`'�``•: i% !'/' °.6; /;' :f,�/, ;�.,�',�:`=`•/`�/''"°`_°�,�"i':�s°'/,ii•���/�/:,s°,s/-°�`r/,/. ✓;'.s//,�. a ,�; ,�°,.a;s/.;v/ /, LLJ Qo �` �] CU r O Z U a. N cD Q O d � N` N dfr U N Nt r i X O I N I N W f ; � /q F E ➢ € , k / BEAM POCKET TYP. f . , a E E { i + I I + , t € O f 1 116" TJI 210 ® 16" O.C. O N (3) 1 3/4" X 16" MICROLLAM LVL (3) 1 3/4" X 9 1/4- MICROLLAM LVL HEADER R ( 1 tO I � t I 3 I I � 16" TJI 210 ® 16" O.C. (3) 1 3/4" X 11 1/4" MICROLLAM LVL € I l 1,IA"_X r, 1 14" PSI I AAA PCIis WON — 1 i COLUMN HIDDEN IN LOAD BEARING I 5 1/4" X 5 1/4" I PARALLAM PSL COLUMN W/ f i WALL W/ SIMPSON STRONG TIE f I SIMPSON STRONG TIE ECC66 COLUMN CAP ? j ECC66 COLUMN CAP { li I -- — — — - - — ILi — - --®' I E III I I (3) 1 3/4" X 11 1/4` j Ud _ j MICROLLAM LVL I 4" CONC SLAB W 6X6X10 10 W.W.F. j I j OVER 6 MIL VAPOR BARRIER OVER MIN. j I (3) 2X8 HEADER 4" COMPACT FILL (3) 1 3/4" X 9 1/4" I ® I I I MICROLLAM LVL j j 04 I E f 3 f. ' E t w5 3 i , f , j I i 4" CONC SLAB W/ 6X6X10/10 W.W.F. OVER 6 MIL VAPOR BARRIER OVER MIN. 4" COMPACT FILL /�. //s` �+°R, d`.y�➢'.®'s '.+°`r'✓/`�//^�f%s^+'..p.' .•�, s�.t i�`a''./' ',F�1,' ';�/',. .'so-/. , r> sa/•F•/Q .' i✓,77/7„' /E .f REV. DATE REVISIONS M I 1�I L E V Em L F R A M E ME L21-05-31 FEATURES, NOTES 1A3wFloft 21-06-25 PERMIT SET SCALE1 / 4" = 1 ' 0" 22-08-24 REVISE®PERMIT SET �o AReyi PERMIT SET 4832YOUNGSAVE CC SOUTHOLD NEW YORK MAIN LEVEL FRAMING PLAN OF DRAWN BY: JLD,JMM SHEET NO,: CHECKED BY: ZTC S1 .2 SCALE: AS NOTED ISSUED DATE: 2022.08.24 GENERAL NOTES 1. ALL DIMENSIONS SHOWN ARE TAKEN FROM FACE OF STUD OR (3) 1 3/4" X 7 1/4" CONCRETE, U.O.N. 2. REFER TO G-001 FOR LEGEND & CODE INFORMATION MICROLLAM LVL HEADER W 2 3. REFER TO AND COORDINATE WITH ALL MFR SHOP DRAWINGS PRIOR JACK STUDS AND (2) KING TO COMMENCEMENT OF ANY S.O.W. STUDS 4. ALL 6X6 COLUMNS TO BE SOUTHERN PINE NO. 1 OR BETTER _ ____.. . ______..._.. ._........_.... _.__..._.._..__.._..._....... ._...__...._... E k i CLEAR SPAN W/ (2) 1 3/4" X I 22" MICROLLAM LVL HEADER j E , (3) 2X10 WOOD HEADER o j W/ (2) JACK STUDS o 0 to (3) 2X10 WOOD HEADER E I} W/ (2) JACK STUDS 1 {€ E X b ' I (3) 1 3/4" X 11 1/4" MICROLLAM (3) 1 3/4 X 11 1/4" I LVL HEADER W/ (2) JACK STUDS MICROLLAM LVL HEADER (3) 2X8 AND (2) KING STUDS W/ (2) JACK STUDS WOOD HEADER AND (2) KING STUDS (3) 2X8 WOOD HEADER 5 1/4" X 5 1/4" PARALLAM I � PSL COLUMN W/ SIMPSON STRONG TIE ECC66 COLUMN CAP } it (3) 2X8 WOOD HEADER f 5 1/4" X 16" PARALLAM �-- PSL BEAM o } __ _ .......___...._._....__._.. _._._. w I Ww (n v o (3) 2X10 WOOD HEADER i �(3) 2X12 WOOD HEADER W/ (2) JACK STUDS z� I W/ (2) JACK STUDS Qo N i of (3) 2X10 WOOD HEADER MANUFACTURED ROOF I I W/ (2) JACK STUDS TRUSSES ® 24 O.C. / 3 1/2" X 16" PARALLAM \ j PSL FLOOR JOIST ® 16" i O.C. 5 1/4" X 5 1/4" PARALLAM ! (3) 2X8 f PSL COLUMN W/ SIMPSON _•_ _ _ , •,�_. ..__. _.__.._. ; FADER STRONG TIE ECC66 COLUMN CAP 1 1 I 3 1/2" X 3 1/2" PARALLAM is PSL COLUMN W/ SIMPSON } i } II } STRONG TIE ECC44 COLUMN CAP MANUFACTURED ROOF ! ! (3) 2X8 WOOD HEADER TRUSSES ® 24 O.C. I (3) 2X8 WOOD HEADER f f 3 E t 1 i 3 (3) 2X10 BEAM CONTINUOUS (3) 1 3/4 X 9 1/4 j MANUFACTURED ROOF i " " MICROLLAM LVL HEADER j t TRUSSES ® 24 O.C. (3) 1 3/4 X 11 7/8 MICROLLAM OVER SUPPORTS � (2) JACK STUDS MIN. � LVL HEADER W/ (2) JACK STUDS i AND (4) KING STUDS OR (2) LVL } ® KING STUDS s uj N 3 I W w I cn� U cn (3) 2X8 WOOD HEADER 3 } a o ( i ~ � I i ( } (3) 1 3/4" X 11 1/4" a o 04 MICROLLAM LVL HEADER 0 " " 3 1/2" X 16" j �(3) 2X12 WOCD HEADER I W/ (2) JACK STUDS (3) 1 3/4 X 11 1/4 W/ (2) JACK STUDS I AND (2) KING STUDS MICROLLAM LVL HEADER ; PARALLAM PSL j _ ? } W/ (2) JACK STUDS 3 PARALLAM BEAM __. _.__ _..__. ..._...._____ ___ __ .. 1 2" X 3 1 2" PARR _ .. AND (2) KING STUDS _. / / I I } .. ____...__...... _ __. 3 PSL COLUMN W/ SIMPSON (3) 2X10 WOOD HEADER .._ ..____.... .....__ ._._ STRONG TIE ECC44 COLUMN CAP W/ (2) JACK STUDS I 3 2X8 I_._....___.._...._._. ._.. .. ... . ........... _. . } o® WOOD W_............._....... r....... HEADER Of N U c~>> o (3) 2X10 WOOD HEADER .,. W/ (2) JACK STUDS AND `V (2) KING STUDS >o o= (3) 2X8 TREATED RIM BEAM 6X6 WOOD COLUMN W/ SIMPSON STRONG TIE EC66 COLUMN CAP EACH END AND CC66 COLUMN CAPS IN THE CENTER UIP""PER L./ 1mmRAMPbr'1Qm%oftxP _ L Am M SCALE . 1 / 4II - 11 0II REV. DATE REVISIONS 21-05-31 FEATURES, NOTES 21-06-25 PEIRMIT SET ARCh, 22-08-24 REVISED PERMIT SET � A�13pD cQ PERMIT SET 4832 YOUNGS AVE cl: SOUTHOLD � r � NEW YORK 035 b UPPER LEVEL FRAMING PLAN OF ® « DRAWN BY: JLD,JMM SHEET NO.: CHECKED BY: ZTC SCALE: AS NOTED S1 .3 :i a ISSUED DATE: 2022.06.24 ELECTRICAL, MECHANICAL & PLUMBING LEGEND LIGHTING R TR TR TR 1 R TRACK LIGHT W SCONCE/WET RATED r CHANDILIER/PENDANT y RECESSED CAN/RECESSED CAN SLOPED/WET RATED/WET RATED SLOPED/EYEBALL/ �J- OW VOLTAGE SLOPEDW-VOLTAGE/ w c FLUSH MOUNT/WET RATED/ d EXTERIOR FLOOD LIGHT/EXTERIOR '�.PFL OTL POST/LED STRIP/UNDER-CABINET LED PUCK Ell CEILING FAN WITH weLlclrr LIGHT FIXTURE 2 SWITCHES/OUTLETS R A3.1 120V DUPLEX/120V SPLIT-WIRED/ 120V GFCI/120V GFCI COUNTER LL LL o TOP HEIGHT/120V WEATHER- PROOF/DEDICATED 220V/220V DUPLEX/120V QUADRAPLEX LL 120V GFCI DUPLEX GARAGE DOOR 00 (CEILING)/120V DUPLEX FLOOR/ 120V SPLIT-WIRED FLOOR ' � � I GLE/DIMMER/JAMB/3 WAY/GARGABE DISPOSAL W : R R r� coil' OTHER ELECTRICAL 3 I l THERMOSTAT/DOOR BELL/CHIME—OR / \ \ TS DB CHIME T D DT N GD � � TELEPHONE/DATA/CAT 5 DATA& _------ R I I I I I TELEPHONE TELEVISION/GARAGE : DOOR BUTTON . R � r�-I � E �"` r — m POWER CIRCUIT MARKER/GARAGE DOOR '� q cs o OPENER-GFCI OUTLET REQUIRED/ - �-� SMOKE DETECTOR/CARBON & �3{ a ' --- GeD SMOKE DETECTOR/POWER W/LIGHT //i� � W LIGHT y OPENER SERVICE PANEL i R Rom\ - __—�_--S�,GE .t , / BATH EXHAUST FAN/BATH - • EXHAUST FAN&LIGHT COMBO- / __ BOTH VENTED TO OUTSIDE AIR �. MECHANICAL/PLUMBING AR ' R I R �$ W j PUMP ELECTRIC FURNACE/AC HEAT PUMP I W LL �_ 7777,7777, PEx MF wH TANKLESS WH PLUMBING PEX DISTRIBUTION R � R HOo© H c HOo© MANIFOLD PANEL/WATER HEATER - \ / TANK/TANKLESS WATER HEATER E10-� TR 7"R ® R 0Qw c HB IFo O0© WASHING MACHINE WALL BOX/ -� HOSE BIB/FLOOR DRAIN/HOT UP 16R a.,_ \ WATER/COLD WATER A3.1 ' I ,. Y . r _ ELECTRICAL NOTES � / P ; SWITCH \ /TO 5- 1. IF KEYNOTES ARE USED, REFERENCE KEYNOTE LEGEND ON THIS SHEET FOR DESCRIPTION. ® R R YRw RW - �... = AT TOP w--cFcl 2. HOMEOWNER SHALL DO A WALK-THRU WITH RELEVANT INSTALLERS TO VERIFY THE EXACT `Y LOCATION AND TYPE FOR OUTLETS, LIGHTS, SWITCHES, DATA, PHONE,AUDIO, ECT. 1 TIL � 3. FIXTURES TO BE SELECTED BY HOME OWNER. R I GFCI . I .` - GFCI CONTRACTOR TO VERIFY LOCATION OF ELECTRICAL SERVICE PANEL PRIOR TO GFCI 31 4 / CONSTRUCTION. IT SHALL BE THE''RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO Y, 9i. fr VERIFY METER LOCATION, CABLE SIZES,AND THEIR RESPECTIVE LOCATIONS.ALL cFcl GFCI ELECTRICAL EQUIPMENTAND SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE w 2012 IRC 1 � � _ a"- 5 U. YRW 7 YRw Jk " ` 'o ! L RECEPTACLES IN BATHROOMS, KITCHENS, GARAGES, OR ANY OTHER WET 5 ELECTRICAL '-`;x � SUe' LOCATION SHALL BE GFCI PER NATIONAL ELECTRICAL CODE REQUIREMENTS. EXTERIOR BASKET ,� RECEPTACLES SHALL HAVE WEATHERPROOF COVERS. - �- 6.ALL SWITCHES TO BE AT 48"A.S.F., OUTLETS TO BE 15"O.C.A.S.F., U.NO. OUTLETS OVER COUNTERTOPS TO BE 3"ABOVE COUNTER COUNTER FROM BOTTOM. (A.S.F. =ABOVE SUB- FLOOR).R). . SMOKE DETECTORS SHALL BE PROVIDED IN A ROOMS USED FOR SLEEPING PURPOSES 7 AND ALSO IN THE AREA GIVING ACCESS TO EACH SLEEPING AREA.THEY SHALL BE P -- - - EQUIPPED WITH A BATTERY BACKUP.THE DETECTOR SHALL EMITA SIGNAL WHEN THE BATTERIES ARE LOW. DETECTORS SHALL BE INTERCONNECTED TO ACTIVATE SIMULTANEOUSLY. REFERENCE SECTION R314. 8. FOR NEW CONSTRUCTION,AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. REFERENCE SECTION R315. 9. RECESSED LIGHTING ABOVE SHOWER AND IN CLOSETS TO HAVE SHOWER LENS PROTECTOR AS PER CODE. 10. LIGHTING IN CLOSET SHALL HAVE A MINIMUM DISTANCE OF 6" FROM SHELF EDGE FOR RECESSED LIGHTS AND 12"FOR SURFACE MOUNTED. 11. SEE GENERAL NOTES SHEETS FOR CONSTRUCTION SPECIFICAITONS. REV. DATE REVISIONS Al 21-05-31 FEATURES, NOTES 0 21-06-25 PERMIT SET Q 22-08-24 REVISED PERMIT SET AR ' Em � � � �y��pp C� ,�(� PERMIT 5ET A E M E M 7 LI ��� ,�� 4832 YOUNGS AVE 1 I II _ 1 , I� � N S C A L E / 4 — I 0 , SOUTHOLD NEW YORK BASEMENT ELECTRICAL PLAN DRAWN BY: JLD,JMM SHEET NO.: CHECKED BY: ZTC • • SCALE: AS NOTED EL I a.. - n�iVk ISSUED DATE: 2022.08.24 ELECTRICAL, MECHANICAL & PLUMBING LEGEND LIGHTING R TR TR OTR TR TRACK LIGHT - rW SCONCE/WET RATED __.____._... .._.._._.. ...._..._.... - -� CHANDILIER/PENDANT N RECESSED CAN/RECESSED CAN h� SLOPED/WET RATED/WET RATED �{ LOW-VOLTAGE SLOPED/EYEBALL/LOW- E/ LOW-VOLTAGE SLOPED We FLUSH MOUNT/WET RATED/ Y PULL-CHAIN w EXTERIOR FLOOD LIGHT/EXTERIOR �.PFL �} OTL POST/LED STRIP/UNDER-CABINET LED PUCK CEILING FAN WITH aA w/LIGHT LIGHT FIXTURE RW - W , S \ SWITCHES/OUTLETS \ 1' 120V DUPLEX/120V SPLIT-WIRED WIRED/ 120V GFCI/120V GFCI COUNTER / W/LIGHT s ❑ TOP HEIGHT/120V WEATHER- PROOF/DEDICATED 220V/220V \ w/LIGHT DUPLEX/120V QUADRAPLEX / �YRw YRw RS / IRS J`T'RS �Rs / — ' --_. 120V GFCI DUPLEX GARAGE DOOR • / (CEILING)/120V DUPLEX FLOOR/ w W 120V SPLIT-WIRED FLOOR «. ..A.....m , > . Wig , !,. ,.. .; a�ha _ ❑ r v c� SINGLE DIMMER JAMB /(}�}' /�}��' - ---® A, - �,ry---'._......-____.. WAY/GARG BE DISPOSAL-WAY/4-6 11 � 11 , q 'I Ann OTHER ELECTRICAL 0 4 W R s THERMOSTAT/DOOR BELL/CHIME/5 TELEPHONE/DATA/CAT 5 DATA& TS DB CHIME T� lD l ET- N GD I I I I I I TELEPHONE/TELEVISION/GARAGE . o R DOOR BUTTON DWN 16R •- -- - •� « � i � P® ER/GARAGE DOOR CIRCUIT ..,. _ . ; . ; I ' O O cs OPENER-GFCI OUTLET REQUIRED/ �� ( \RW SMOKE DETECTOR/CARBON & ` �_j \. I OPENER SMOKE DETECTOR/POWER I 'f p SERVICE PANEL ( 0 Y GFCI ) ' .�� iiI R W/LIGHT I } BATH EXHAUST FAN/BATH A. • -� W/LIGHT . LL T COMBO- EXHAUST FAN &LIGHT l ,g ❑ I �" 3+�' �` BOTH VENTED TO OUTSIDE AIR \ MECHANICAL/PLUMBING R (1711 IW/LIGHT .<. _, w, »6°,: „, '»/ I ��•} / RW LL II a F c~i Z PUMP ELECTRIC FURNACE/AC HEAT PUMP w= R LL w � --- abed R a '-,._. PEXMF TANKLESSWH PLUMBING PEX DISTRIBUTION M �,1kYL 7� � / \ � J HOo© H C HOD© MANIFOLD PANEL/WATER HEATER TANK/TANKLESS WATER H€ r {j(} G/D EATER �. FC,M, ,. OPENER �O c WASHING MA / I HB -/ CHINE WALL BOX/ w' � �°� c BIB/FLOOR DRAIN/HOT Y`RS H - / WATER/COLD WATER rr GARAGE R • - _�_ R tR / tRW ' `` IRS ELECTRICAL sa ,fd4/ _ �,,.� j--". ° ICAL NOTES 7< I 1. IF KEYNOTES ARE USED, REFERENCE KEYNOTE LEGEND ON THIS SHEET FOR DESCRIPTION. - 't T LL �RW W_I� °°" / I 2. HOMEOWNER SHALL DO A WALK-THRU WITH RELEVANT INSTALLERS TO VERIFY THE EXACT , - . ;° 1 LOCATION AND TYPE FOR LIGHTS, SWITCHES, AT PHONE,AUDIO, CT. .. Rw rOUTLETS, L S S S DATA, P EA O E ,L _ R3 _ rF L 3.FIXTURES TO BE SELECTED BY HOME OWNER. < CONTRACTOR TO VERIFY LOCATION ? s CONSTRUCTION IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL- ---------� � C CONTRACTOR TO GFCI , G ':I 4. OF ELECTRICAL SERVICE s •••• ... ,g VERIFY METER LOCATION, CABLE,SIZES,AND THEIR RESPECTIVE LOCATIONS.ALL I ELECTRICAL EQUIPMENTAND SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE GFCI PoJC W� i"111 3OGFCI \ • 3 PANT RY � 2012 IRC. \ TRW 5.ELECTRICAL RECEPTACLES IN BATHROOMS, KITCHENS, GARAGES, OR ANY OTHER WET R-- - \ i ? LOCATION SHALL BE GFCI PER NATIONAL ELECTRICAL CODE REQUIREMENTS. EXTERIOR ' ------L RECEPTACLES SHALL HAVE WEATHERPROOF COVERS. 11 ALL SWITCHES TO BEAT 48"A.S.F., OUTLETS TO BE 15"O.C.A.S.F., U.NO. OUTLETS OVER RS Rs 6 COUNTERTOPS TO BE 3"ABOVE COUNTER COUNTER FROM BOTTOM. (A.S.F. =ABOVE SUB- Saar...„_•..-'.,a..�.,.s - -- .s..n.<_W. L „ / FLOOR). LL LL __ ro y� v U 5 7. SMOKE DETECTORS SHALL BE PROVIDED IN ALL ROOMS USED FOR SLEEPING PURPOSES "'\ wr �'' ; �P AND ALSO IN THE AREA GIVING ACCESS TO EACH SLEEPING AREA.THEY SHALL BE EQUIPPED WITH A BATTERY BACKUP.THE DETECTOR SHALL EMITA SIGNAL WHEN THE . BATTERIES ARE LOW. DETECTORS SHALL BE INTERCONNECTED TO ACTIVATE -• W/LIGHT SIMULTANEOUSLY. REFERENCE SECTION R314. POPICH 8. FOR NEW CONSTRUCTION,AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. REFERENCE SECTION R315. _ I 9.RECESSED LIGHTING ABOVE SHOWER AND IN CLOSETS TO HAVE SHOWER LENS PROTECTOR AS PER CODE. 10. LIGHTING IN CLOSET SHALL HAVE A MINIMUM DISTANCE OF 6" FROM SHELF EDGE FOR RECESSED LIGHTS AND 12"FOR SURFACE MOUNTED. - 11. SEE GENERAL NOTES SHEETS FOR CONSTRUCTION SPECIFICAITONS. tA LII 'm �■ L P" 1 i i _ � Oil REV. DATE REVISIONS S C A L E 1 / 4 - 1 0 0 21-05-31 FEATURES, NOTES A2 21-06-25 PERMIT SET O y 03 22-08-24 REVISED PERMIT SET ,�f}pD Ctq� �� PERMIT SET Eu 4832 YOIJNGS AVE a SOUTHOLD NEW YORK r� D35� , ; MAIN LEVEL ELECTRICAL PLAN 25 DRAWN BY: JLD,JMM SHEET NO.: CHECKED BY: ZTC wd� SCALE: AS NOTED E1 .2 . b': � ISSUED DATE: 2022.08.24 ELECTRICAL, MECHANICAL & PLUMBING LEGEND LIGHTING R TR TR TR YR TRACK LIGHT ' rw SCONCE/WET RATED r - CHANDILIER/PENDANT RECESSED CAN/RECESSED CAN SLOPED/WET RATED/WET RATED SLOPED/EYEBALL/! OW VOLTAGE SLOPED W-VOLTAGE/ w c FLUSH MOUNT/WET RATED/ Y PULL-CHAIN .... EXTERIOR FLOOD LIGHT/EXTERIOR �FL -� l OTL POST/LED STRIP/UNDER-CABINET w LED PUCK CEILING FAN WITH w/LIGHT LIGHT FIXTURE SWITCHES/OUTLETS 120V DUPLEX/120V SPLIT-WIRED/ 120V GFCI/120V GFCI COUNTER u. " o TOP HEIGHT/120V WEATHER- PROOF/DEDICATED 220V/220V DUPLEX/120V QUADRAPLEX LL 120V GFCI DUPLEX GARAGE DOOR (CEILING)/120V DUPLEX FLOOR/ 120V SPLIT-WIRED FLOOR ' o tR R ASINGLE DIMMER A WAY/GARG BE D JAMB -WAY 4- DISPOSAL / ' 3 9 E 3 B # OTHER ELECTRICAL - 8' " LIGH �� . W OD w/ T \ w/L p �� TELEPHONE/DATTHERMOSTAT OA/CAT5DATA&OR BELL E/ TS DB CHIME T I F I DT TV GO I I i I I I I I TELEPHONE/TELEVISION/GARAGE I £ DOOR BUTTON q ~ s cs CIRCUIT MARKER/GARAGE DOOR POWER / cs cs\ \ OO �� OPENER-GFCI OUTLET REQUIRED/ o a o SMOKE DETECTOR/CARBON& G/D SMOKE DETECTOR/POWER �p s OPENER `��• --� - � SERVICE PANEL BATH EXHAUST FAN/BATH 0 EXHAUST FAN&LIGHT COMBO- r I BOTH VENTED TO OUTSIDE AIR B /IR f - MECHANICAL 1 R PLUMBING � ;�GF( Jl Uw t� W n w PUMP ELECTRIC FURNACE/AC HEAT PUMP IB H W LL �-� PEX MF TANKLESS WH PLUMBING PEX DISTRIBUTION ROo© H c H�oO LD PANEL/WATER HEATER TANK/OTANKLESS WATER HEATER Qz / LV�IR I I HB w WASHING MACHINE WALL BOX/ WQQp °� ©Q© HOSE BIB/FLOOR DRAIN/HOT F1 S' G ( ? a _ WATER/COLD WATER W/LIG ....T ' I I - ELECTRICAL NOTES I I 1. IF KEYNOTES ARE USED, REFERENCE KEYNOTE LEGEND ON THIS SHEET FOR DESCRIPTION. , I R 2. HOMEOWNER SHALL DO A WALK-THRU WITH RELEVANT INSTALLERS TO VERIFY THE EXACT LOCATION AND TYPE FOR OUTLETS, LIGHTS, SWITCHES, DATA, PHONE,AUDIO, ECT. 3. FIXTURES TO BE SELECTED BY HOME OWNER. 4.CONTRACTOR TO VERIFY LOCATION OF ELECTRICAL SERVICE PANEL PRIOR TO CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO VERIFY METER LOCATION, CABLE SIZES,AND THEIR RESPECTIVE LOCATIONS.ALL R / ELECTRICAL EQUIPMENT AND SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE 2012 I RC. - ; p, 5.ELECTRICAL RECEPTACLES IN BATHROOMS, KITCHENS, GARAGES, OR ANY OTHER WET LOCATION SHALL BE GFCI PER NATIONAL ELECTRICAL CODE REQUIREMENTS. EXTERIOR RECEPTACLES SHALL HAVE WEATHERPROOF COVERS. - - -- - - 6.ALL SWITCHES TO BEAT 48"A.S.F., OUTLETS TO BE 15"O.C.A.S.F., U.NO. OUTLETS OVER COUNTERTOPS TO BE 3"ABOVE COUNTER COUNTER FROM BOTTOM. (A.S.F. =ABOVE SUB- FLOOR). 7. SMOKE DETECTORS SHALL BE PROVIDED IN ALL ROOMS USED FOR SLEEPING PURPOSES AND ALSO IN THE AREA GIVING ACCESS TO EACH SLEEPING AREA.THEY SHALL BE EQUIPPED WITH A BATTERY BACKUP.THE DETECTOR SHALL EMIT SIGNAL WHEN THE BATTERIES ARE LOW. DETECTORS SHALL BE INTERCONNECTED TO ACTIVATE SIMULTANEOUSLY. REFERENCE SECTION R314. Ra L 8. FOR NEW CONSTRUCTION,AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED U P PEm OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE • I I — I 1 BEDROOMS. REFERENCE SECTION R315. SCALE 1 / 4 - 1 O 9.RECESSED LIGHTING ABOVE SHOWER AND IN CLOSETS TO HAVE SHOWER LENS PROTECTOR AS PER CODE. 10. LIGHTING IN CLOSET SHALL HAVE MINIMUM DISTANCE OF 6"FROM SHELF EDGE FOR RECESSED LIGHTS AND 12" FOR SURFACE MOUNTED. 11. SEE GENERAL NOTES SHEETS FOR CONSTRUCTION SPECIFICAITONS. REV. DATE REVISIONS Al 21-05-31 FEATURES, NOTES 0 21-06-25 PERMIT SET g ARCh, A3 22-08-24 REVISED PERMIT SET .'pDD CC4ry ��C� PERMIT SET w a 4832 YOUNGS AVE J SOUTHOLD NEW YORK 03 ��'t UPPER LEVEL ELECTRICAL PLAN OF DRAWN BY: JLD,JMM SHEET NO.: CHEC• m • p _ SCALE:KED BY: ZTC AS NOTED E1 .3 a "•". ISSUED DATE: 2022.08.24 GENERAL NOTES 1. ALL DIMENSIONS SHOWN ARE TAKEN FROM FACE OF STUD OR � _.. ... ..�..�....�._...�.._____..�__�...,... __..�.��. .......� CONCRETES U.O.N. 2. REFER TO G-001 FOR LEGEND & CODE INFORMATION I i 3. REFER TO AND COORDINATE WITH ALL MFR SHOP DRAWINGS PRIOR i ; € TO COMMENCEMENT OF ANY S.O.W. I 1 � € i E i E i (3) 1 3/4" X 9 1/4" (3) 1 3/4" X 9 1/4" MICROLLAM LVL HEADER MICROLLAM LVL HEADER W/ (2) JACK STUDS W/ (2) JACK STUDS AND (2) KING STUDS AND (2) KING STUDS I I E � 3 I 1 f{ 3 1 t I f I j E! I [ I ) I CU 00 I Lj W 04 N E s � i , F— 1� ,Ld 3 J N I i i MF— 3 1 3 s i i 1 I j 3 j3� I I 3 III � I � 77 3 j I , 3 3 (3) 2X 8 WOOD HEADER- .......... ........................................................._...._,._......__,,.. __. IF E ; i 1 �I SCALE : 1 / 4 = 1 0.I REV. DATE REVISIONS 21-05-31 FEATURES, NOTES 21-06-25 PERMIT SET ARCyr 22-08-24 REVISED PERMIT SET �D D Gt'q �� PERMIT SET 4832YOUNGSAVE Lc SOUTHOLD NEW YORK 0356' " ''' ROOF FRAMING PLAN OF DRAWN BY: JLD,JMM SHEET NO.: - CHECKED BY: ZTC SCALE: AS NOTED SlA 'U611 ISSUED DATE: 2022.08.24 0'' SIi FAIJ/',,1 'CHIR,40 CULTURED STOI,!'- C)P THIH SET BRICI{ 'v'1EI`,I-[!R I Vj, P2 1 /411 `]TONE CAP )/ AREA TABULATION 12 BASEMENT 12 1 ,140 SF I'JAIN LEVEL 2,676 SF ZE UPPER -FVLL 916 SF TOTNL FINISHED 4,732 4 -SF CO!,)TIl,JLIOU-J RIDGE VENT -,-1j1Lt1 LLI' f -'EMFNT UNFINISHED 1370 SF �z BASEMENT MECHANICAL ROOM -94 SF 44 4/1 ....... tT GARAGE PORCH 268 SF -LiLv FRONT -A - 1-T Li REAR PORCHES 723 SF SECOND LEVEL PLATE HEIGHT 10 IL IL 11 . 1 lluj-\- FLOOR AREAS ARE CALCUI ATED FROM LL J 'F SECOND LEVEL WDW HDR HT / J lll -tL1 THE OUTSIDE FACE OF .1 JL -ILLL�L, L'11�11- EXTERIOR UD AT FRAMED WALLS. ST 00 STAIRS ARE INCLJDED IN CALCULATIONS 00 j AT ALL LEVELS. 1 L 1 11 1 Ill , u i I J�q 00 5/4 1 fl L I I I 11L -1-1 L It, It i Lj LiL �ILII-ly�-LI J I L ILILLJ,'-- -hi Lj] LILI I� 11 1111 4 L-h Ji I-11L I I SECOND LEVEL SUBFLOOR L GENERAL NOTES 1 ALLILI 1 1 EN DIMENSSIONS SHALL TAKE Q0 - ALL WRIT LI I I] -Lil t LL PRECEDENCE OVER SCALING OF DRAWING( MAIN LEVEL PLATE HEIGHT 2---U 1.tt ILI - KICKOUT FLASHING TO BF INSTALLED AS NEEDED tauIL i LUAi -LiL-I-U LA Ll -70 VERIFY KICKOUT I Lit �/I I I LL L�FtLtL LI J 1.LLLL1L1-Aj- EXTERIOR WALL FINISHEP -1 Li d iuI-JtLLLL-1i F ASHING IS INSTALLED PRIOR TO FINISHING U I I 1 11 H CARPENTER TO FLASH ALL EXTERIOR WINDOWS _11 - A Lill I JI-iL I-J-1 DOORS PER MIN. AND IRC CODE REQUIREMENTS -[J I 1 01 1 1 ai WHILE EVERY EFFORT HAS BEEN MADE TO INSURE MAIN LEVEL WDW RO HDR I I I It I I I I 11; 1 l co I 1OWNER BUILDER MUST VERIFY ALL DlIvIENSIONS, L ILL NA-1 J I\-L CEPAR CONSTRUCTION METHOD", SITE CONDITIONS AND 5Z4''x 4'' WINDOW AND I � \I( -1 1 LIJ DOOR TRIM (TYPICAL) SHINGLE SIDIN( I- LL 1 L iiij AL-tt LLh SPECIFICATIONS AND BE RESPONSIBLE FOR SAI,,,IE. I Tj�,J 17- JJ L LJJ--111L1-L--L iLhIm- tL CD NATURAL CEDAR ILIL-1 L 111 1 -N 400 SERIES 11-1 IL L,#mil" i" it L LL 11 L J-it- L L-L A� :L�JL - ANDERSI: SHINGLE SIDING �Ij � III I ILI-L 1 Lal- -�j- LL TYPE AND SI-'E PER PLAN -1-1 1 1 4-iLLA-LI I-LILLL-L-lil LE I Ill j 111�I 4IL-11 I I - WINDOWS DEc IGNATED WITH 'T' TO HAVE 1LIIPEPED GLASS ll ,:� -I-, J1 Hi - --L ��11�, l� @1 - WINDOWS -ILI- L 'EL SUBFLOOR J 11 j lilil 1 11 -il-L ALILL-Lill BUILDER TO VERIFY ALI ROUGH OPENING DIVEN&O!IS MAIN LB Hill ill 11 Ill il LLiLi LLI i I ELI Lj � ; L LL 11 IJ FOUNDATIONADER HEIGHTS X L Ij 4-1 1L—LLL4-L Ld 'HE" \x/, ———————————————————————————————————————— 1 1 7�71 EXTERIOR `1 N TOP OF )IHG �A�NOTED) F-)�-A AIL AP,0111[-) L---- URAL CEDAR SHINGLE SIDING A, E T A C C E S CULTURED QTQNF OP\,,,/ -VF-RTICAL RC SAWN CEDAR LATTICE - -------------------- THIN SET BRICJ �/�NEER FEE ET E BATTEN BOARDS AT 1611 O.C. V,`/ 2 1/4'' STONE CAP OR 1 x6 VERTICAL CEDAR BOARD L---- L IF Em IF I L Eom V&7 0 G R� THIN SET BRICK VENEER OR CU; TURED ST ONE N-L CAP WHERE NEEDED 2 1/4'' ROCI,/ FACE STO CEDAR BOARDS S A L E I STAIRS A PIQII THICKNESS AND WIDTH AS NOTED PEP ID DF 12'-0 TRUSS SUPPLIER TO VERIFY ALL SPANS, PITCHES, 3'-0 L5 5'— 7! 1 31-011 5f-015 ----- --- --- HEEL HEIGHTS AND OTHER CONDITIONS _A AI --- ---------- CRITICAL TO PROPEP TRUSS I-ABRICATION. ------------------------- J' 0'' `)'Q. FAUX I'HINNEY -(-)PT�N TO REMOVE FINAL POO1- AND FLOOR TRUSS DESIGN AND LAYOUT `�T 0,P W// CULTURED .110NE 1HIIN SET, BRII'I," VENEER TO BE PROVIDED BY YOUR LOCAL TRUSS SUPPLIER, V,i 1/ 2 1 /4'' 701\11- CAPJ (T I'P OF 2) RID GE E VE1 IT 12/12 - F/12] S PHA I-T 3 0 Y R. A' 7 ARCHITECTURAL S'HINGLEQ 1 61 t .............. ............... 12/1 ..... ..... 4//12 E D A P VERTICAL ROUGH SANK Cl- -0 -F-N BOARDS A-T RAI 0.cl. ' TAN')ING SEAM v \ r,�) 1 1 L VERTICAL.CEDAR -BOARD ME1AL ROOF FF .......... SECOND LEVEL PLATE HEIGHT Lt, 5/4X6 14 SECOND LEVEL WDW HDR HT ----------------------------------- L 00 4 -h JLh 00 ILLI 1,z ......... ........... T GABLE WIDW HDR HT J 11 LJ iL -IJ c-D // A-�L�ii Lit T T 4/12 q 1 12 ................ Ili I -1-1-LLL L SECOND LEVEL SUBFLOOR �'TANDING 'S 7 U-JI.- I !I-LLL1I -LL - F z LLL,LL METAI Pbl` 1 11 ...... LLIL L�Ll MAIN LEVEL PLATE HEIGHT LILU LLI --fl --u------ -LiLLLLILL- LLL-LLLL-LL1 I Jt[-LL,Lt Uti I-Lit-I-Ij -1 --JLLLL1L11 -L-LLLL-t IF I I iJL-d-LLL ILLU L I LITILI tLL 1 L _y -!�j�Lj LLI-L,LtLiLiIj MAIN LEVEL VI CW-I-(5---H-DR,- HT ItL @ —CEDAR BRACKET j 11 I—IiL LLL 7-7 LL-1 L. MAIN LEVEL WDW RO HDR I-IT L 00 [-LLLULLi -A ll, -A I 00 LLI11 7TI` L --tIf L J LL Ai 5/4''x 4'' WINDOW NIAli NE j Li Lit I DOOR TRIM (Typ ICAL) LiLtilijillll8 III IIII -"! - V \1 II IL.41 r LL LI mLif tL JLLLI-fl-d I I ,1�-I �-1 1�---J-111 I �� -111L-Ltil 11L iLl co CD NATURAL CEDAR ILU x LLLiLLL t u LLui1LLLL -71 --- LLUIA 11 1 V4\ 1 iuLdil LiL� LL1 Ll LI-LLL�-111-i�l �—u - - SHINGLE SIDING 11 1 1 1 1 1 1 L a- -�-4 1 ILL LLL11UL iL-LiiiLLI-� LLLI Uj1-1LLLLiw LLLLL-L REV. DATE ETMILM LL-1111 REVISIONS iLLiL-Lfi 1LLLLi-Lflj 11 j Im -L 1LILL -11--h L-i.B -LLLJ L j�Iil-LILL-t]-t]1-1 IL t-AL-L-1111- 2105-31 FEATURES, NOTES ILLL I-I-Lu ---11j ULI LA jul LI MAIN LEVEL SUBIFLOOR MAIN LEVEL SUEFLOOR LL 21-06-25 PERMIT SET co Ll LI 44 -08-24 REVISED PERMIT SET A, i LLUJffl, 1111 OF FOUNDATION ,�1 , F LI A3 22 TOP T w Fr- =- --------------- !DD ctq PERMIT SET Fr�-/—= F L D VE R I FY S E P c AC Li N ITS OTY (4� BAI-)ED,-)ILEII LO ul,�� LVFR1IC',`,[ R' U`H SA,'N CEDAI-�,' I \HATURAL CEDAR SHINGLE SIDING4832 YOIJNGS AVE 4 PH E-ALED BEHIl,1D Z I CO JCE W1 BAT-I-'- SEE E DETAIL 'FIN11--11HEL) I, Lu t""I O.C. cr- -0 D�I'j k B' HEDGES. OPT10N 1 SOUTHOLD NEW YORK u'E[),-%P BOART) AND C01\10EAL E M F'�T E'- W I H"0 END b EXTERIOR ELEVATIONS rmm lIL N' L OF DRAWN BY: JILD,JMM SHEET NO.: do a CHECKED BY: ZTC 1 � Oil A2.1 S C A L E SCALE: AS NOTED ISSUED DATE: 2022.08.24 3' 0" SQ. FAUX CHIMNEY ! - W/ CULTURED STONE OR Tp SET BRICK VENEER 20F 2) STONE CAP AREA TABULATION BASEMENT 1 ,140 SF ° MAIN LEVEL 2,676 SF 12 UPPER LEVEL 916 SF 12 VERTICAL ROUGH SAWN CEDAR TOTAL FINISHED 4,732 SF II — — 12 W/ BATTEN BOARDS AT 16 O.C. ` ; , OR 1 x6 VERTICAL CEDAR BOARD BASEMENT UNFINISHED 1370 SF CONTINUOUS RIDGE VENT /i CONTINUOUS RIDGE VENT MECHANICAL ROOM -- ,k�� s'�so� _ ___ ~ __.W_ -- -. - --___ ... __. FRONTEPORCH 268 Sr- 14/12: o� ,o --- - - - --- _.._ GAR r \ 41 /12 ,a�6 �� ti� _ _ 12 REAR PORCHES 723 SE S� _ - =s ° %sxio1�— FLOOR AREAS ARE CALCULATED FROM f--� - - \\\ - 3xs-- -t��I. THE OUTSIDE FACE OF SECOND LIE/EL PLATE HEIGHT 1 1 61 , EXTERIOP, STUD FRAMED WALLS. SECOND LEVEL WDW HDR HT + = �j �" - --------- ------ ----- ------- -- ----- // STAIRS ARE t E IIJCLUDED IN CALCULATIONS 5/0 10 AT ALL LEVELS. 00 - //00 \ M t / !i 00 /� . - - GENERAL NOTES - - ALL WRITTEN DIMENSIONS SHALL TAKE 12 PRECEDENCE OVER SCALING OF DRAWINGS _. � SECOND LEVEL SUBFLOOR 4� __... M 414y,,o _- STANDING SEAM \ - KICKOUT FLASHING TO BE INSTALLED AS NEEDED METAL ROOF - - EXTERIOR WALL FINISHER TO VERIFY KICKOUT MAIN LEVEL PLATE HEIGHT � 3Xa _ ---- -- I - CARPENTERS TO FLASH INSTALLED EXTERIIOR WIND FINISHING MAIN LEVEL WDW HDR HT i.� ®I __ & DOORS PER MIN. AND IRC CODE REQUIREMENTS I �- - V- -- --YV- - @I - WHILE EVERY EFFORT HAS BEEN MADE TO INSURE THESE PLANS ARE ACCURATE AND COMPLETE, THE 1 11 FOWNER BUILDER MUST VERIFY ALL DIMENSIONS _ 11 - - .u.. ._. / 5/4 x 4 WINDOW AND - �- = P CONSTRUCTION METHODS, ' 00 DOOR TRIM TYPICAL - --_ SITE CONDITIONS AND SPECIFICATIONS AND BE RESPONSIBLE FOR SAME. ..- � (TYPICAL) �I ;� .` III ,b , 7 M € '[11 � - ' f f7 II £ # A WINDOWS . - — $NATURAL CEDAR LE - - ANDERSEN 4 0- 0 SERIES - - - - - -- _ 80 SHINGLE SIDING - - -- ` - TYPE AND SIZE PER PLAN I11 I II � I I I „ •, , . � . LI III WINDOWS DESIGNATED WITH T TO HAVE TEMPERED GLASS III - WINDOWS DESIGNATED WITH 'E' MEET EGRESS CODES d ®I ® ii BAND HF�DER RHEIGHTS, ROUGH OPENING DIMENSIONS MAIN LEVEL SUBFLOOR ®I ® l I'I �- _-- 1 ITx x y; EXTERIOR FINISHES TOP OF FOUNDATION �I / f i i� �. h. ;. y SIDING NOTC - - --- _ — ------ ---- J�: rw , ; / % .�: - NATURAL CEDAR SHINGLE SIDING W/ CULTURED STONE OR---_- -VERTICAL ROUGH SAWN CEDAR TH N SET BRICK VENEER 'DECK RAILING LATTICE W BATTEN BOARDS AT 1611O.C. Wt 2 1/4" STONE CAP PER LOCAL CODE 0 1 x6 VERTICAL CEDAR BOARD - THIN SET SET BRICK VENEER OR CULTURED STONE RE Co", 11VL r"m VA7 E 0 M - CEDAR BOA 4" ROCK FACE STONE CAP WHERE NEEDED 2 - THICKNESS AND WIDTH AS NOTED S C A L E 1 4 = 1 0 TRUSS SUPPLIER TO VERIFY ALL SPANS PITCHES, HEEL HEIGHTS AND OTHER CONDITIONS 5'-0" 3' 0" 55'-6" 3'-0" 12' 0" 10, --------CRITICAL-TO PROPER TRUSS- FABRICATION_--------_ FINAL ROOF AND FLOOR TRUSS DESIGN AND LAYOUT 3' 0" SQ. FAUX CHIMNEY TO BE PROVIDED BY YOUR LOCAL TRUSS SUPPLIER. - W/ CULTURED STONE OR T�T2 SET BRICK VENEER O1F 2) STONE CAP r CONTINUOUS RIDGE VENT 121/12 _ _ - - - - - 12/12 I 30 YR. ASPHALT - 01 ARCHITECTRAL SHINGLES I - - _ 12/12 I 12 i I - I STANDING SEAM + - - 1 ' I�III METAL ROOF - — ----- - - - - - - -- - -- J IL SECOND LEVEL PLATE HEIGHT '- 3/4X6-0N 4/4X10--- SECOND LEVEL WDW HDR HT12 � o �� 4 • I -I VERTICAL ROUGH SAWN CEDAR �' - ?Ilj I p� � , 00 = --- = -- - - - W BATTEN BOARDS AT 16" O.C.- � L . - li 'I a�� �+,;o .I�. %,� 1 1. j _ _ I 00 , I a> OR 1 x6 VERTICAL CEDAR BOARD •-:���:�. �_.�., . w,,. __��' II y� ,"� � v II �L1T GABLE WDW HDR HT I 'I iJ z 20 Ilk, I _ I 1 I I __ II I -- - - - -L-I- _ f' I1iJ J i�L1J 1L, 12 �.� .. «"... iJ� I SECOND LEVEL SUBFLOOP, lyr - co - - 1 L - -- - _ •k—'F _ ,_ I 1 LI I- 111�I I I I � I I I I I _ T I ., i I ' _ ,%.� MAIN LEVEL PLATE_ HEIGHT - F1ll--.1JLI.1,1v lILL - u ' , ,>_il I I 71LI_i MAIN LEVEL WDW HDR HT o :L .11_1L11� I � I i I - I — L I L L ,J1 L !I_ -- i- Tl_1L Li JTl ll _1JJ1 .i_Lei iL.�L:L ! J Llih�1 Lll - J 1- lL1 I' j ,. NATURAL I I� ,��TJ�I,�I- I CEDAR : I i , _ �� I• I �, u_I . , II ,- I �.. .: : . ., _ ...... .: :U - - �, _ � ;, a I 11_ 1 —SHINGLE SIDING - 5 4'x 4 WINDOW AND 11LTLT 1 ! II £I' �I N.._ .._.`I ' _ 00 I �f �. I. .,, - DOOR TRIM TYPICAL I I ', I - I � II I I I'I '111�1L��u�1�!ilk I �11I1_11sL�11�IT��� � -,I J '-LL il_ � 50 ) l� .I I lip iL Ll 11L_ j R . r J L1 I�; _l1 'x l 1L1�_11_L1-i-L i -1� 1- II'I I 1 ° LLLI LLWI 1111i � L-lL l 1L1 J� II YJI �I 'I II I I I I I i I I I I h ll sL 3 �§ I `� 1 ll _�L I I I >I a -I�JJ�L- ll' 11J '.1 I I � I� I1 , I� L Lll I x i g ate. III ® I i I I I�i I I I I I I I I I I I_1 __llal ' I i 1 I I II I I ^.d I I I d i I s •1 I I � I L. CEDAR I I 'I NATURAL. 1 j I i I 1L-L _J 1 T_'l 1l,1 J111 _1J�L 11.�_ J1�il_ �� .� �1 1 1 I 1 ,L 1 I I w ' A TI I I I , aa9 i i I I ,. I I I �I z�• I 11 I I iT1. �11L 1' � _.11�_ 1 �;a J I ill.! lL �. �l_ ll ll �L 1L1t_ lJ �' i I J11Lli_llll I U_,' _�I (DING �. i 1111 L � ;SHINGLES � 1>JT1:_r1� I 0� I I f 1 I I�• I I I I I I I z 1 , al LL �L 1�: �� - ., I�Ll�_ J11'1 I T �� I 'i1J 'I � 1 'Ll_i a T ,I al :3 i �B 4 ��I ii _ REV. DATE RE �I 1 �� J l __-----= I' I REVISIONS 1�1_ _IT�L + I I�t a . L I I I I I I I I �I I i I I Ia,"i' I ; I L � � I 1 �, 1 _1i l I I 1 I I I I I I I I I I I I I I I I I `! I I I' f, 11L 1Ll I J i I i I � II I x I T11 tLi � 1 _ U LL �lI11L, - R -LL- L - -1 L I I I I UT—flE I 11 LL- I' - �1 ' ,L1T1 � 1 I I IL J�11_ IIll 1 � k II J1_ 21 0 1 1 5-3 FE 111 I A UR T ES NOTES 1L' -. R I II _ _ f I.--� IMAIN LE/EL SUBELOOR �� Iti ' ': II' _�- MAIN LEVEL SUBFLOOR _�LWI-rj r._LI- 1IT 1 ILN - -- - #1 , 11 A2 21 06 25 PERMIT SET 00 1 �/ i j\ X ;� ' /, 0 22-08-24 REVISED PERMIT SET TOP OF FOUNDATION Illll 111,ll�1 ,� - / f' • , - - '' i i` - -- -- j . p ARC PERMIT SET 0 C i 0 lid=====�r=====1i1 i i � � �A Iq FIELD VERIFY STEP AND �`� -� 483 Y UNGS AVE SIDEWALK LOCATIONS BASEDI DECK RAILING 1 w PER LOCAL CODE LATTICE CC SOUTHOLD NEW YORK I I I II I I I ON FINISHED GRADE -- ------- J ---- -- { I I IIR 11 I, I I I - - - ; BASEMENT EGRESS WINDOW EXTERIOR ELEVATIONS OF DRAWN BY: JLD,JMM SHEET NO.: Et L Eh VA7 0 0) M --- --------- 1 I ' � , CHECKED BY: ZTC S C A L E 1 4 = 1 0 ! r SCALE: AS NOTED A2.2 s ISSUED DATE: 2022.08.24 PROVIDE DRAIN IN WINDOW STAIRS AS REQUIRED WELL CONNECTED TO PER CODE " 3x10 CEDAR TIMBER HOUSE DRAIN TILE 1 41 2 '�' �'' �- cn 6"3"6" " " 8 4 81 4 CEDAR BRACKET •, III-IIII= o, I I=IIII- 2 3/ " 2 5/8" 3"x10" CEDAR TIMBER IIII-11' IIII-IIII. 8 1/6 CEDAR BRACKETS '00 IIII=II' IIII-IIII 4 It III-IIII= �, II-IIII= /8 IIII-11 IIII-III 114E1 L o;. III-IIII= , II-IIII= �IIII-1 a. 5 " _ , " o;. III=IIII _ SCALE . 1 / 2 — 1 0 IIII_ Z w IIII_I w d- o III-III' o a, II-IIII= �' o ~ N ° ° 5 4 D'— _ �• o o / DECKING Z IIII- o � IIII=• w " I � W a = � _ 0/ 2X PT SLEEPERS III_II = = a, II=IIII o ui (III= � IIII= z 60 MIL EPDM ROOFING CONTINUOUS UNDER III-11 6f1 6" SILL OF EXTERIOR WALL AND UNDERSIDE OF fill EXTERIOR DOOR SILL C:) IIII' cllll=l CO , -11 o III Ili l l l l-IIII , IIII I " "PLYWOOD SUBSTRATE PITCHED AT PER LLj W IIII; aI=IIII_la.10 . 12 MINIMUM o = III =i �illl-IIII ,e IIII • o IIII; 114" N I It 111-1111=I .* . (I I 1_ �' --- LEAD COATED COPPER PARAPET CAP I I a ` •. I I —' A . ' LEAD , , .• ,, " , ,• ,, " 1/ COATED DRAIN TILE 8 W POURED 8 W POURED CONCRETE COPPER COPPER DRAIN TO LEADER OR SCUPPER — ' CONCRETE ON 3'-0" X 1'-4" CONC FTG — ' = COVER OUTLETS WITH INSECT SCREEN AS REQ D. 3� 0» " " =IIII SILL 3 —0 X 1 -4 CONC FTG PROVIDE DRAIN IN WINDOW '1= PAN CLEAR MIN. WELL CONN C D TO u P 0 C 0"A L HOUSE DRA N LE 4 0 3 1 0» 0 L u m H D Em E L Lt Lim, w) ® %m 41611 01 SCALE : 1 / 2 = 1 0 SCALE 1 " = 1 ' 0eop vw.iv-v.ri-.ry • I go—3Y; 1 s • ww�r.rwvvwv w v-ww 4 1 6 2 SCALE 3 8" = 1'. 0" SCALE 3 8" = 1' 0" / / 7 tox16 PARALLAM PSK TRUSS SUPPLIER TO VERIFY ALL SPANS PITCHES RIDGE BEAM HEEL HEIGHTS AND OTHER CONDITIONS , CRITICAL TO PROPER TRUSS FABRICATION. 12 3 1 "x11 " LVL FINAL ROOF BYOOYOUR LOCAL STRUSSNSUPPLIER. (4)1 "x'" " LVL FLITCH ( ) ' 2X6 EXT WALL BEAM W,/(4) �` THICK 12 12 DORMER BEAM STEEL PLATES 12 2x12 RAFTERS CAD ' SIDING 12 O.C. 0 2x12 RAFTERS ® 12" /2" OSB EXTERIOR SHEATHING O.C. 12 2 2 4 f big FLOOR TRUSSES 2X6 TRTD SILL PLATE I " 00 7 x7 PARALLAM PSL 2x12 CEILING JOISTS® ' IRP0 " • ? co k`' 5"x5"xj" HSS COLUMN M FROM BASEMENT TO POURED CONCRETE II=IIII= BED #4 LOFT RIDGE FOUNDATION WALE IIII=11' co o II=IIII= 10'9.75" 3' 6" IIIIIilllll 3/4" T&G SUBFLOOR ,� 12 2x12 RAFTERS — GLUED AND NAILED 6 ;� " IIII= 8 6 12 O.C. TRUSSES - PERPENDICULAR 3 1 2" "/ y�O�P FLOOR x 1s • • PARALLAM PSL FLOOR ��r 10 UGH JOIST ® 16 O.C. cn 4�, �� � 4z� TREAD ) (3)2x8 TREATED Rlt 2X4 FLAT BLOCKING AT 24 O.C. co I 2X10 COLLAR TIES TOP & BOTTOM AT TRUSS- 2X6 EXT WALL _ _ �'� �, ��- • k � MASTER °° �^ 4=4� M : FRONT FLOOR TRUSS IDING ' = SUITE I HANDRAIL PER LOCAL CODE r � PORCH � /2" OSB EXTERIOR SHEATHING � �z O° SIDEWALK LOCATIONS BASED ' FIELD VERIFY STEP AND 3 4' T&G SUBFLOOR c ABLE END TRUSS CEDAR OR GLUED AND NAILED I ON FINISHED GRADE MAHOGANY ems 2X6 TRTD SILL PLATE • • DECKING • • TRIFORCE OJ314 0 16" O.C. 4' 2" ' _ +. -• •• e`' M • •�� j 15 IRKS x Ir 1ROS REV. DATE REVISIONS 3 4" �LYWD BLOCKING Z •;�•,•r,: .,• ..t�•, ..,�.-•,;,s,:..:y�.: —___-_ TREATED BEA IIIIIIIIIII r•;., �• �.��_.11 t:.,'w• �+•;;;• .��r.+. r'::r ,�* �' 21 05 31 FE14TURE OTES / •' •. p '"�.• •' �!��� 10" RO GH IIII lilt II' AT 24 O.C. _ _ II=_IIII ';►: •"' .r'�,"r '•s '.y�y'q. ;. .wi•ri: :',' 'n �. — _ —IIII—IIII: FEATURES, NOTES 6 ON =IIII= ' ' �"' ; '` �. �": '``•'" f N T TREAD �TYP IIII-IIII- - - III—IIII_ 1=IIII fs` '';;'"•�'" � .••'� "r"': •'";�r•-"+ bw ADJUST STAIR RI ERS AS �.T =IIII-III 21-06-25 PERMIT SET POURED CONCRETE _ .. ;••• '" `:,.` .. "' ' ', �:••.�. g'. .• ''`'' IIII=11 _ . : •;,:� •`:• ,r; ::.• :, ;.,�'`�•"5••. ,�: %,`.�;:, ;F.�?�:•.S+;i:s:�•r7+� -,' �, NECESSARY TO AC OMMODATE FOUNDATION WALL •.• ,, .•x. 1 -.• s... , , ,.:�: ...: *...,,.•.•:�:* " 111=1111� PERMIT SET III-IIII= _i=u-il �•�• �•��:• �;:'•` •.:•� �` »'�;; ; "«;'y4 4,Y1 `• � �r���'al`' y'+• f: • �'EMENT CHOSEN FINISH FLOOR MATERIAL `-T 3 0 . • =till ___ 22-08-24 REVISED PE =IIII=_ :.•.t�;, +' •. ,�t:•;ti•r`I•�•i�,•• • a,. �'• { �•, 10' IIII=III IIII= I.1111 •:f.+, .•.,'•••�a:M.1.• �••'•J:;:� 4�..r�.:i...'�•s'�'f .�Y•q,� ::��r .I�ti,::••'� M RI$FR$x iItED$ �sT . • =IIII— — .y,:.;.,1; �;. ;;* ,, }-, {;:.;.,, =::w�:�•!':�:.r•,=••#�:i.� 'rp-`• ;•. I low IIII=111� 22-11-11 REVISED STRUCTURAL III=IIII :IIII= •,s•1.: �° :: '�• :r'•:..: . .:,:,�..:.:;,.Y.:;;- •�'' ..:� ;_' -.. 0) INTERIOR STRUCTURAL IIII= —� `•�'' "•'• •r�`•''`'_ '� '~ •-''' ' =IIII= 22-12-22 REVISED DRAIN l,1LE j .�; ..'� .. ;•'"+ :�'•' ;.� '�^'�'�:u���'� pa 4" CONC FL R 0 °D ¢,�� IIIIIilllll) - ROOF FRAMING ® 23 02-23 REVISED AS REQ D {,-':r ;; .• r:, •�. . :, .:.• RIER 9' 2 2" 3' ' • , . -••� uu=ul •1•�.r ,�iK•t i#L�y:Z. • ter •� r:t�': O PERMIT SET • •-� , ;,,� .�.. ' 6 MIL POLY OISTUR B 1 1 3 4 ;-'4 -• • lilt- FLOOR' TRUSSES - PARALLEL ���`r�.•,: , {• .�,i,t•• �. 4 CLEAN G NULAR Fl : ;,,� F r,:•'r.• DRAIN LE ~*' ' '�'� �: '' � • � t. t� '� �: 'r• AS REQ�D. •r ' - . :� ... • :�. f 483 2 YOU NGS AVE & ��:�'s ••:.'7•• i , us otmdim ♦ �• . .• f• ��• • ►• ��• • •• ;«. -ri••t.N�+ ' SOUTHOLD NEW YORK '• ..� 51 O" t,. �. a�•'�•.:. - _ " 1 x SLAB LEDGE . *e SECTIONS & DETAILS 01 FLOOR [7'= RA[& 1MuA0"k 7SB O 1REDS a 1y r " DRAWN BY: JLD,JMM SHEET NO.: 7 �, _ p 0 MS C A L E . 3 -T — 0 , CHECKED BY: AS „ , „ , SCALE: AS NOTED A3 . 1 SC L 4 — 1 O L � � ISSUED DATE: 2023.02.23 1 6" 68' 5 1 2' 1' 6" ROOF 3" MIN. DIA. ABS OR PVC PIE OR - E PLAN FOR MATERIAL EQUIVALENT GASTIGHT PIPE AF 103.6.1 - 1 ,SAYER 15 FELT UNDERLA ENT 1' 6" 12' 0" Z - 2 OXBOARD SHEAT�IING W CLIPS - OOF TRUSSES AT 24 O.C. PROVIDE SPACE FOR FUTU �E INSTq LAIION OF A FAN AF 103.8). 12 VENT BAFFLES AT - 24" MIN. DIA. CENTERE I ON VENT STAC SEE VERY TRUSS SPACE - 36 MIN. VERT. DISTANCE a PLAN MIN. 1" CLEARANCE ! 2 0 , INSTALL LIVE OUTLET IN AT110E ICE, & WATER SHIELD TO Ne WHERE FU RE FAN MAY BE 24 PAST INSIDE WALL N INSTALLED AF 103.1.25 -50 BLOWN INSULATION 5/4X4 ON 4/4X10 7"x16" INSTALL LABEL RE DING (RADON HARDIETRIM 7"x11�" O° PARRALLAM H11 110 1 m REDUCTION SYSTEM ON THE VENT V Q GYP DE PARRALLAM EDROOM STAIR I PSL 2x12-� / - PSL cc 12 2x12 PIPE AT EACH FLO R AND IN 2X SUB FASCIA W/ � 14 ACCESSIBLE ATTIC AF 103.4.5) 2X4 LOOKOUTS AT 24" O.C. 14 2x12 �#5 WELL RAFTERS ® 7 RAFTERS S F - RAFTERS ® 12 16 O.C. 16 W HARDIE 0 FIT O.C. V NTED AS REQUIRED 16" O.C. EXTERIOR WALL I I-A _7q - .. - EXTERIOR FINISH 7 ?" PARALLUM PSL (1)3j"x16" LVL BEAM 2x12 CEILING - SEE ELEVATIONS (3)2x10 POST RIDGE TO BEAM JOISTS�2 ,�A`fERS 15# FELT PAPER HEADER " " 3 � 2" x 1s" PARALLAM � " 2 OSB SHEAATH G 12 O.C. (4)1 x11 MICROLLAM LVL PSL FLOOR JOIST ® 16" o.c.� /4" T&G SUBFLOOR - 6 STUDS AT 16 O.C. / ( ) " co �2 - GLUED & NAILED W - MIN. R-21 INSULATION W 3 STEEL PLATE ,.�, RING SHANK NAIL - MPR, BARRIER •ao FLITC AM o� c '� GARAGE - GYP BD J a, PANTRY KITCHEN (3)1 '��5-l" MICROLLALI LVL FOYER Z TO MATCH HOLA PLATE T. MIN. R-20 CLOSED LO _ ALL PIPE JOINTS AND F111INGS FLOOR TRUSS SYSTEM CELL SPRAY a, o HEADER (2) JACK STUDS MIN. � Q N TO BE GLUED OR TRANSITION FOAM INSULATION � � N^ J o COUPLINGS CD SEAL ALL FLOOR OPENINGS 1/2" GYP BD 3 4" T&G SUBFLOOR CDov oofm GLUED AND NAILEDui EXTERIOR WALL 16' TJ 210 016' O.C. " - EXTERIOR FINISH _ � � c' 4" CONC FLOOR OVER � SEE ELEVATIONS _ - 2 SAYERS 15# FELT PAPER CQC-4 1111=1111- 1=1111 II=1111' OSB SHEA1NjNG ulll�llulll •• '�'J"' J _� _ IIII=1 6 STUDS AT 16 O.C. =un=ll J ,�, �r; Q 1=1m_I uu= ull= ci� U Iill=un =11111 II=1111 1=I111= , - MIN R-21 INSULA110N ullmu ,: . 6A E E -H 11110111 V P R BARRIER _ , N S M NT " N" Z I-1111= lu III : IIIIl�III ,� i=un Q , 1 2 GYP BD €Im=u ,. m 10 RO GH = =un I TREAD �TYP un=m �� IIIIIIIIII :' � �N = IIIII IIII� • :• II 3/4 T&G SUBFLOOR III=11 ,.'• o " oo �' U 11�I11{11j - GLUED & NAILED W_/ =1i11 ., 4 CONC FLOOR OVER LU I=IlII= RING SHANK NAILSIlillll 6"MIL POLY MOISTURE BARRIER o �v M ICU= 111 ! 4 CLEAN GRANULAR FILL r� 111111111 un "A MIN. R-20 CLOSED =1I '� AN I' CELL SPRAY ' ' •% o FOAM INSULATION 12' 3" 20' 6 i 4' 10' 8' 4' 0' 1' 7 3' 11 1 L2m 6' 11 3 4' �p 59' 11 1 2' 26' 6 1 2' INSTALL LABEL RE DING RADON — — REDUCTION SYSTEM ON HE VENT IIII=III ACCESSIBLECATTIC LO AFA103I . •' II111111111 FOUNDATION WALL ri-ii - WATCHDOG DAMPPROOFING AVft Rffl%0% II-1111 - POU SERE PLANRFOR WAS & WIDTHS %A� *MC I Em 1111= - REINFORCING AS REQUIRED SEAL ALL JOINT 11=1111 S C A L E 1 / 4 = 1 0„ ALL JOINTS AND PENETRATIONS IN BETWEEN SLAB & 1111= CONC FLOOR TO BE SEALED WITH FOUNDATION WALL II-III CAULK OR SEALANT • ' a 1111= 4" CONC FLOOR II=11 1111= . . . . . . . . . . . . . . . II-1 REV. DATE REVISIONS 3'-O" X 1'-4" CONCRETE FOOTING MIN. 6 MIL OR 3 IL CROSS-LAMINATEDSUP W/ CONTINUOUS REINFORCING (SEE S1.1.1) 21-05-31 FEATURES, NOTES BAS ET " 21-06-25 PERMIT SET POLY, LAPP�P 12' U�DER INSULATION AND 4 PERFORATED DRAIN OVER MIN. 4 SANb AS PERMEABLE LAYER) TILE W/ FILTER FABRIC 22-08-24 REVISED PERMIT SET DRAIN TILE AS REQ'D ON MIN 2" 22-11-11 REVISED STRUCTURAL CRUSHED POCK OR WASHED GRAVEL 22-12-22 REVISED STRUCTURAL W/ MIN 6' COVER OF SAME MATERIAL 23-02-23 REVISED ROOF FRAMING 0 O TRUSS EE LHEIGHT S AND I OTHER CONDITIONSCHES, PERMIT SET 2 _ CRITICAL TO PROPER TRUSS FABRICATION. 4832 YOUNGS AVE S C A L E 3 / 8 - 1 0 SOUTHOLD NEW YORK FINAL ROOF AND FLOOR TRUSS DESIGN AND LAYOUT TO BE PROVIDED BY YOUR LOCAL TRUSS SUPPLIER. SECTIONS & DETAILS DRAWN BY: JLD,JMM SHEET NO.: li. w CHECKED BY: ZTC .2 SCALE: AS NOTED I ISSUED DATE: 2023.02.23 - - - ---- ------ - 7"x16" PARALLAM PSK 7"x16" PARALLAM PSK RIDGE BEAM RIDGE BEAM (3)1 J"x11 J" LVL 12 (3)1 "x11 LVL DORMER BEAM 12 DORMER BEAM 2x12 RAFTERS 12" 0.C. 7"X11 J" PARALLAM PSL 12 Q4 51""x5j" PARALLAM 70 PARALLAM PSL COLUMN PSL COLUMN RIDGE TO RIDGE TO BEAM W/ SIMPSON 2x12 CEILING BEAM W/ SIMPSON STRONG TIE CCU7 1/8-7 1/8 JOISTS ® 12" O.C. STRONG TIE CCU7 COLUMN CAP & SIMPSON 54""x5j" PARALLAM PSL 1/8-6 COLUMN CAP STRONG TIE CCU7 1/8-7 1/8 5"x5"xj" HSS COLUMN RIDGE TO BEAM & SIMPSON STRONG COLUMN BASE COLUMN FROM W SIMPSON STRONG TIE TIE CCU66 COLUMN Ix5j" PARALLAM PSL BASEMENT TO / BASE COLUMN RIDGE TO BEAM RIDGE ECCU7 1/8-5 1/2 COLUMN / SIMPSON STRONG TIE CAP & SIMPSON STRONG (4)1 J"x11 J" MICROLLAM LVL CCU7 1/8-5 1/2 COLUMN 2x12 RAFTERS 0 TIE ECCU66 COLUMN BASE (3)1 J'x20" LVL W/ (3) STEEL PLATE AP & SIMPSON STRONG 12 O.C. LFLITCH BEAM E ECCU66 COLUMN BASE 3 1/2" X 1 PARALLAM SL FLOOR (3)1 "x7 " HEADER (3)2x10 HEADEFc JOIST CAD 16 O.C. (3)2x8 TREATED RIM BEAM 2X10 COLLAR TIES (3) 1 j"x11 j"MICROLLAM LVL HEADER W/ (2)JACK STUDS AND (2) KING STUDS TRIFORCE OJ314 016' O.C. TRIFORCE OJ314 0 16' O.C. Y • r. r. d .1 r. d• r. a ,� a , .. momohdo; .. .. .. .. : ----------- - D 2 SCALE : 1 / 4 = 1 0 SCALE : 1 / 4" = 1' 0" REV. DATE j REVISIONS © 23-02-23 REVISED ROOF FRAMING PERMIT SET 4832 YOUNGS AVE SOUTHOLD NEW YORK ty SECTIONS & DETAILS DRAWN BY: AD,JMM SHEET NO.: CHECKED BY: zTC A3 . 3 '(W SCALE: AS NOTED •t 7 'rA f iF ISSUED DATE: 2023.02.23 1 • � GENERAL NOTES 1. ALL DIMENSIONS SHOWN ARE TAKEN FROM FACE OF STUD OR CONCRETE, U.O.N. 2. REFER TO G-001 FOR LEGEND & CODE INFORMATION 3. REFER TO AND COORDINATE WITH ALL MFR SHOP DRAWINGS PRIOR TO COMMENCEMENT OF ANY S.O.W. 4. ALL CONCRETE TO HAVE MIN F'C 4,000 PSI 5/8" ANCHOR BOLT ® 5/8" ANCHOR BOLT ® 5. MINIMUM 4" COMPACTED GRAVEL FILL BELOW EVERY FOOTING 2x6 SILL PLATE- LATE 4'-0" O.C. 2x6 SILL PLATE 4'-0, O.C. PROPOSED GRADE SLOPED CONCRETE JOINT FILLER AWAY FROM BUILDING II. L� IL 4" CONCRETE SLAB W/ ' 6X6X10/10 W.W.F 00 TIGER BRAND 4A-100104 7� ` • ADJUSTABLE JACK POST #5 REBAR ® 12" O.C. of OR EQUIVALENT. INSTALL DOWELED INTO FOOTING PER MANUFACTURERS 4" CONCRETE SLAB W/ POUR CONCRETE AFTER INSTRUCTIONS. 5/8" ANCHOR BOLT ® SLAB REINFORCEMENT 6X6X10/10 W.W.F #5 REBAR ® 12" O.C. COLUMN IS PLACED 10BURY SCREW 4" CONCRETE SLAB W/ 4'-0" O.C. 40 DOWELED INTO FOOTING 6X6X10/10 W.W.F x L #5 REBAR ® 10" O.C. #5 REBAR ® 10" O.C. o ;e#5 REBAR CO 10- O.C. • 3'-0" X 3'-0" SQUARE 3'-0" (3) #5 LONGITUDINAL 3 -0 REBAR5 LONGITUDINAL CONCRETE FOOTING W/ fi REBAR 3'-0" (4) #5 LONGITUDINAL (3) #5 REBAR EACH WAY 3'-0" REBAR &EqU91ATION WALL DETAIL (TYP.) GARAGE WALL DETAIL TYP. ISOLATED FOOTING DETAIL TYP. INTERIOR LOAD BEARING WALL FOOTING 2 3 4 2x6 SILL PLATE PROPOSED GRADE SLOPED AWAY FROJI BUILDING II■ L (4) #5 BAR • • ` o I #3 STIRRUPS ® 7" O.C. #5 REBAR 0 12" O.C. #5 REBAR ® 12" O.C. DOWELED INTO FOOTING DOWELED INTO FOOTING • • #5 REBAR 0 10" O.C. _ #5 REBAR ® 10" O.C. 3'-0" REBAR REBAR LONGITUDINAL I (4) #5 LONGITUDINAL REBAR S-0" &9LNgETE SECTION ABOVE EGRESS OPENINGS DECK FOUNDATION DETAIL EGRESS AREA FOUNDATION DETAIL 6 7 I REV. DATE REVISIONS 21-05-31 FEATURES, NOTES 21-06-25 PERMIT SET 22-08-24 REVISED PERMIT SET Q�q ARC�,r -�13 0 C( p Tfi� PERMIT SET co q 4832 YOl1NGS AVE Ll: +� SOUTHOLD NEW YORK O 0354 � , ; FOUNDATION DETAILS OF DRAWN BY: JLD,JMM SHEET NO.: • • ' • CHECKED BY: ZTC S5.1 ( T SCALE: AS NOTED ISSUED DATE: 2022.08.24 PEX (OR COPPER PIPE) PLUMBING SYSTEM SERVICES TO HOUSE MIN.SIZE WATER HEATER MIN.SIZE WATER 3/4" COLD WATER 3/4" SANITARY SEWER 4" HOT WATER 3/4" SINK MIN.SIZE LAVATORY MIN.SIZE COLD WATER 3/8" COLD WATER 3/8" HOT WATER 3/8" HOT WATER 3/8" SANITARY DRAIN 1-1/2" SANITARY DRAIN 1-1/4" TUB MIN.SIZE WATER CLOSET MIN.SIZE COLD WATER 3/8" COLD WATER 3/8" HOT WATER 3/8" SANITARY DRAIN 3" SANITARY DRAIN 1-1/2" HOSE BIBS MIN.SIZE SHOWER OR TUB/SHOWER MIN.SIZE COLD WATER 1/2" COLD WATER 1/2" HOT WATER 1/2" FLOOR DRAIN MIN.SIZE SANITARY DRAIN 1-1/2" SANITARY DRAIN 2" WASHING MACHINE MIN.SIZE COLD WATER 1/2" HOT WATER 1/2" SANITARY DRAIN 2" PLUMBING & HVAC NOTES 1. IF KEYNOTES ARE USED, REFERENCE KEYNOTE LEGEND ON THIS SHEET FOR DESCRIPTION. 2.IT SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO VERIFY METER LOCATIONS, SEWER LOCATIONS, PLUMBING SIZES,AND THEIR RESPECTIVE LOCATIONS. 4"VENT THROUGH ROOF 4"VENT THROUGH ROOF 4"VENT THROUGH ROOF 4"VENT THROUGH ROOF 4"VENT THROUGH ROOF 4"VENT THROUGH ROOF 4"VENT THROUGH ROOF I I 3.ALL PLUMBING SYSTEMS INCLUDING HOT&COLD WATER,WASTE&VENT,AND GAS i ROOF DISTRIBUTION PIPING SHALL BE INSTALLED IN ACCORDANCE WIT THE 2012 IRC PLUMBING_...---.---.-.---.__—' ..._...__.....---..----......................._...-.----.--..-.---_--.----_..__._111._..._..._.__...._..___________._....__.__._..__......_ ' --_.-.-_._..__.....-_-._.....__...._._..___.._....____....---.-._-._..._._..._...._._....-.-.___-.- �I_. .. _ ! 11� _ CODE. 4.WATER CLOSETS SHALL BE OF THE TYPE NOT TO 1.6 GALLONS OF WATER MAXIMUM FLUSH. 4"V I 4"V I 4"V I 4"V ( 4"V I 4"V I 4"V I I I I I 5. SHOWER HEADS AND FAUCETS SHALL NOT EXCEED WATER FLOW OF 3 GALLONS PER I I I I I MINUTE AT 80 PSI OPERATING PRESSURE. ! I 6. GAS SUPPLY SHALL BE T-O" MIN. FROM WINDOW OPENING AND SOURCE OF ELECTRICAL IGNITION. I I I I i 7. INSTALL WATERPROOF GYPSUM BOARD ATALL WATER SPLASH AREAS TO MINIMUM 84" I I ABOVE SHOWER DRAINS. i BATHROOM ( I ( I 8. OUTSIDE HOSE BIBBS SHALL BE PROVIDED WITH AN APPROVED BACK FLOW PROTECTIVE I I DEVICE. -- _ _ 1 1/2"V I I I ! 9.INSULATE WASTE LINES FOR SOUND CONTROL. ! rS K SINK I I ! I 10. DRYER VENT LENGTH NOT TO EXCEED 25'-0". SUBTRACT 5'-0" FOR EACH 90-DEGREE I I 1 1/2"V I I i ELBOWAND 2-1/2 FOR EACH 45-DEGREE ELBOW. LENGTH OF DUCT MAY EXCEED 25'-0" ONLY IF MANUFACTURER SPECIFICATIONS ALLOW AND ARE ON SITE AT TIME OF I I i 4"V I I I INSPECTION. { I 11. DO NOT DRILL OR CUT INTO ANY LVL FRAMING AND/OR ENGINEERED TRUSSES TO INSTALL UPPER LEVEL ( ( SHOWER I 2 2 I I I MECHANICALS. REFER TO MANUFACTURERS SPECIFICATIONS FOR DRILLING/CUTTING I . _.. _.._................... ....... - - _......._.._. .__. . - __.. ........... `..... ..... .... __. _._....._... .. ................._.._._ .. - ... _.__.....__ _ .. .......... ................._...........--........___...._. HOLES IN ENGINEERED I-JOISTS 2 ! I 12. MAKE-UPAIR SHALL BE PROVIDED WITH EXHAUST HOODS CAPABLE OF EXHAUSTING IN I i I EXCESS OF 400 CFM. i I I I I 13. SEE GENERAL NOTES SHEETS FOR CONSTRUCTION SPECIFICAITONS. i I I I I I Na" I 0)' r I i I I ► � I �,�� � ! I M. BATHROOM LAUNDRY ��� BATHROOM y_ POWDER KITCHEN I 1 1/2 V I , 1 1/2"V I -- -- 1 1/2"V i 1 1/2"V -- 11/2"V ?S SINK ( SINK I ( SINK I I SINK SINK I I I I �1 1/2"V I I 1 1/2"V 411 V 4 V I"- _ I 4"V W I I I I i I I 4"VENT THROUGH ROOF 4"VENT THROUGH ROOF SHOWER I SHOWER I I MAIN LEVEL 2" 2" 12" ., -1 !_... ..... ... _._..._.. .._.............. __ . _. ___...._... __ 2 2 I_.....__.. 2 _. ROOF J21, I I I 2„ i I 2„ ! ! I ! I I i I 4"V I 41'V I I I i i I I BATHROOM I i i I i I I BATHROOM COUNTER I 1 1/2"V I -- SINK SINK I ! ( NIK ( SINK 1 1/2"V -- f -1 . _ _ _. ...._....... _ _ __. 4 V _.. .... rI 1 1/2"V I 4v BASEMENT SHOWER 2„ 2„ MAIN LEVEL SHOWER 2„ III 2„..... .._ ..-............... 2" 2 AR AG'�fr j 2" I I I I LLJ C.O. ! I cc ' I I ! I I C.O. I sQy 4"V 4"HOUSE DRAIN C.O. PITCH 1/4" PER FOOT C.O. TO APPROVED S.C.H.S.D. I I 4"V I I ~ i I 4"V ACC SSORY I - HOUSE co C.O. 4"V ST UCTURE I C.O. REV. DATE REVISIONS "4 V 4"V C.O. C.O. SANITARY SANITAR 4 4"HOUSE DRAIN 0 21-05-31 FEATURES, NOTES SYSTEM C.O. C.O. V � 4 V �2 21-06-25 PERMIT SET SYSTEM C.O. C.O. PITCH 1/4"PER FOOT TO APPROVED S.C.H.S.D. �3 22-08-24 REVISED PERMIT SET PERMIT SET 4"C.I. HOUSE TRAP 4"C.I. HOUSE TRAP 4832 YOUNGS AVE SOUTHOLD NEW YORK 1 I = PLUMBING RISER SCALE 1 / 4 1 Oil DRAWN BY: JLD,JMM SHEET NO.: CHECKED BY: ZTC 9. SCALE: AS NOTED PO. r. ISSUED DATE: 2022.08,24 GENERAL NOTES �o C) 86'-6" 1. ALL DIMENSIONS SHOWN ARE TAKEN FROM FACE OF STUD OR CONCRETE, U.O.N. 80'-6" 6'-0" 2. REFER TO G-001 FOR LEGEND & CODE INFORMATION 3. REFEI; TO AND COORDINATE WITH ALL MFR SHOP DRAWINGS PRIOR 12'-0" 21'-0" 31'-6" 16'-0" TO O)MMENCEMENT OF ANY S.O.W. 4. ALL CONCRETE TO HAVE MIN F'C 4,000 PSI 48-2y " 5. MINIMJM 4" COMPACTED GRAVEL FILL BELOW EVERY FOOTING 6. LL PARALLAM PSL B AMS MU T B 2.2E G ADE R BE R. 7. PROV'DE BRACING IN EACH DIRECTION AT EACH FLOOR LEVEL FOR COLUMN. --- ----- -- - __ ------ -- ---- - - -- -- ------ -- - --- -- -- I _ •a'. p. •.R :.^.:.,. ¢.,," '^ x® �' wd' `,h. ¢e`:°n. s¢°"Y a t. .9.�" FOOTING STEPS -- - --- ----._ — - -- ._...— _..._ - - - -- _.._._... ._. ----- ._... _. ......- -- - - ---- - nrl $ I R T sp R I I I I I u L--- ._...--------- -- ---- ----- ! c OPTIONAL: 4" CONC SLAB W/ 6X6X10/10 i 3; ! W.W.F. DVER 6 MIL VAPOR BARRIER OVER I y`. (- - - -- --^ -- ^— --� - -- ----I I MIN. 4" COMPACT FILL o� FOOTING STEPS SPLIT SILL AT TOP OF \� I I FOUNDATION WALLLJ-L I J I SEE DETAIL 8 S5.1 4" s" �- -------- -i -L- - 7'-8 I ( I I L _ - -_ _..__._ ----- --- -- -- ---- - - ----- sx6,TRrD.COLUMN ON = 12 DIA CONC PIER do I g I ca BELLED OUT FOOTING ( 8 I �' �. a ,� J L — —— 2) 2X8 TREATED I E OCK� .4- RIM BEAM I I ( ROPPED TREATED BEAM R I I 3'-0" WIDE X V-4" I r I ,:` ( I I CONCRETE STRIP SPLIT SILL AT TOP OF o TRE AT ED %X8 JOISTS ® ',a ( �I I FOOTING SEE DETAIL 4 FOUNDATION WALL N I ; __ _ _ .I 1_ _ _ _1� O C. _ _ _ I 1s'-11Y4" I i s5.1 26'-11 " I 1s'-11 " i " r �I � o, I s —o I ( 3'-0 WIDE X 1'-0" DEEP I BEAM I I SQUARE CONCRETE FOOTING + I I t POCKET SEE DETAIL 3 S5.1 R e I o �, ` � I I " L__ I I ! ! 3'-0" WIDE '( 1'-0" DEEP I 4 CONC SLAB W/ 6X6X10/10 W.W.F. I I I I SQUARE CONCRETE '- I I OVER 6 MIL VAPOR BARRIER OVER MIN. � I I I I i. IFOOTING SEE DETAIL 3 S5.1 00 I I 4" COMPACT FILL co I I c) I I I FF '-0" WIDE x 3'-6" LONG Rrn 1'-O" DEIP RECTANGLEiv 1 -0 WIDE x 4-0 LO�dGL R I ( ! x V-4" DEEP ADDITIONOOTING WTI (5)#5 BARS �' " " I _. ._... ..._._...._... ...._ _._. ._.._.._.._....._._. ...._ _.._ ...__.... ._..._..._...._ __ i.. __ __ .._. ...... ._... .._.. _.... I I ! I 4 CONC SLAB W/ I I TO CONCRETE FOOTING. F `i I HORIZONTA.I_^AND (8)#5 I I 6X6X10/10 W.W.F. I I DOWEL (5)#5 BARS 6" 6 -.- I I a0 BVIS VERTICAL AI I OVER 6 MIL VAPOR I ( INTO EXISTING FOOTING _ BARRIER OVER MIN. 26'-8y4" I 7"x5 " PAP,ALLAM`PSL POST ; b 1I —1 4 COMPACT FILL 1 I — _ _ _ _ . __.. .._. _ _._ I I ! 5"x5"xj"'I ASS COLUMN I 5"x5"x " I ( ! y FROM BASEMENT TO RIDGE I I I � HSS COLUMN I ! " " " � ( I I I I ! FROM BASEMENT TO RIDGE I ( 5 x5 x HSS COLUMN I " " I " " " " " FROM BASEMENT TO RIDGE M 1 8a -10 I 0 11 -5 R 20-6Y4 I ! 10 8Y2 4-0 1 -7 3-11}� 6-5Y I ON t I I ! L _ _ _ - -I � LI I � ,f N I I ! I I o� I r` I L_ 3'-O" WIDE 1'-0" DEEP I ! _ QUARE CONCRETE FOOTING I r - --� � _ _ I SEE DETAIL 3 S5.1 z -- - I I ! 1 w " ! a ! M ( I I ! I ! I I 4 CONC SLAB W/ 6X6X10/10 W.W.F. ► I R o I ! L _ _J I I I ( [ I ! ! ��OMPACTR 6 MIL VAPOR BARRIER OVER MIN.LL ro N � � ; � N < A i ° ¢I I ! I ! 3'-0" WIDE X 1'-4" ( I I ! I I (( � I ! I I �' a CONCRETE STRIP FOOTING ( �! I rn I I - I ( SEE DETAIL 4 S500 ,1---(� I BEAM EAM ! •�, POCKET ! I OCK� 'J. FOOTING STEPS 2'-0" _ _ _.— _ _ I a 0 I `� R ( HORIZONTAL FOR EVERY i o L _ _ _ __ __. ..-— __._—_.._ _ � 0 �_ _ � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � ____ � . I = � L_ _ _ 1'-0" VERTICAL TYP. __ _ ._. _ _ :'p a p r- of -, - 1-- T 1_ _i T i_ -I © K,` ( `�' ( ! SPLIT SILL AT TOP OF - I I R I..� R`: •,..� ' M� FOUNDATION WALL L — _ ...�. .-. _— — ._... —__ _— <' °�•v °�`R�W.` °°q•' ''d"T r>%"•$.. ( I °3 e8 ..P .f rr+. R.,�' •.4 aa.•,.4 y yl a ..a s._�- - I SEE DETAIL 8 S5.1 ! 8" � 8" �- 4" CONC SLAB W/ 6X6X10/10 W.W.F. iv co 8", w OVER 6 MiL VAPOR BARRIER OVER MIN. ;: � in I _— - _—_J I ,n 4 COMPAC FILL -1- _ 7 _ _ T_ _ _1_ ._..__._ --- - _ -I- � -- T- -( -I � i L_ _ .._.__... -- ___ __ � _I _ _L_ _ !_ --I_ J R I--•o l --- -- -- - -- -- -� 12'-o" REV. DATE __[REVISIONS 28'-2�" 21-05-31 FEATURES, NOTES 21-06-25 PERMIT SET 1;'-0" 21'-0" 10'-2" 10'-2" 6'-2" 21'-0" 6'-p" 22-08-24 REVISED PERMIT SET 22-11-11 REVISED STRUCTURAL 59'-6" 27'-0" 22-12-22 REVISED STRUCTURAL 86'-6" 23-02-23 REVISED ROOF FRAMING PERMIT SET mMDA�10N PLAM 4832 YOUNGS AVE _ S C A L E : 1 / 4� 1' O" SOUTHOLD NEW YORK ' FOUNDATION PLAN i r DRAWN BY: JLD,JMM SHEET NO.: y , CHECKED BY: ZTC • � '� • SCALE: AS NOTED S1 . 1 � :qr_ ISSUED DATE: 2023.02.23 GENERAL NOTES 1. ALL DIMENSIONS SHOWN ARE TAKEN FROM FACE OF STUD OR CONCRETE, U.O.N. 2. REFER TO G-001 FOR LEGEND & CODE INFORMATION 3. REFER TO AND COORDINATE WITH ALL MFR SHOP DRAWINGS PRIOR COM CEMENT OF ANY S.O.W. 4. ALL PARALLAM PSL BEAMS MUST BE 2.2E GRADE OR BETTER. -.x:..,,.a.<> �.'..': .,, .� :. .•,:.,. 0 5. BRA,, ,., � , ' :;n, ;,. � .,;:`•, , CING IN EACH DIRECTION AT EACH FLOOR LEVEL FOR , a COLUMN. o Q U � x O Z V A N co QC5 a . X N= N ir c0 W - U H a X 04 N Y ;a N U OPTIONAL: 4" CONC SLAB W/ 6X6X10/10 ' W.W.F. OVER 6 MIL VAPOR BARRIER OVER MIN. 4" COMPACT FILL TRIFORCE OJ418 ® 16" O.C. a< SEE TRUSS MANUFACTURER SUBMITTAL 54""x5�" PARALLAM PSL POST W/ SIMPSON 5j""x5j" PARALLAM PSL STRONG TIE ABU66 BEAM POCKET TYP. b POST ON BEAM W/ � ` ':<:: ,. <•,,. :s ;' COLUMN BASE SIMPSON STRONG TIE ECCU66 AS COLUMN :Ra I BASE N oof cr 0000 co BEAM POCKET TYP. C377 w a u-_j — m ,•�. 6 7"x7" PARALLAM PSL SUPPORTED ON a W ?E BEAM W/ SIMPSON STRONG 11E ECCU 7 1/8-7 1/8 AS COLUMN BASE 0 cn N 3 1 3 4" X 16" 0 k, N ( ) / W ov MICROLLAM LVL FLUSH � vWi (4) 1 3/4" X 9 1/4" ^ 0 `1 00 MICROLLAM LVL DROP BEAM I w it M N TRIFORCE OJ314 ® 16" O.C. SEE TRUSS MANUFACTURER . SUBMITTAL EAVE PLAN NORTH SECTION F BEAM CANTILEVERED ` LEAVE PLAN NORTH SECTION 7"x5 " PARALLAM PSL POST OF BEAM CANTILEVERED '` W/SIMPSON STRONG TIE 11'-4Y4" 20'-6X" 26'-11X" BU7 ST B SE „ " UT EXISTING EA TO " " " ' CUT EXISTING BEAM TO © 5 x5 x HSS COLUMN FIT IN NEW COLUMNS 5 x5 x HSS COLUMN FIT IN NEW COLUMNS FROM BASEMENT TO FROM BASEMENT TO RIDGE 0 5"x5"x " HSS COLUMN RIDGE WELD NEW BEAM oo HANGER TO HSS COLUMN. FLUSH BEAM DESIGNED 6 !° FROM BASEMENT TO RIDGE SIMPSON STRONG TIE WELD NEW BEAM HANGER HU210-2 WELDED ON PER TRUSS MNFR. TO HSS COLUMN. SIMP�ON PLAN SOUTH SIDE AS STRONG TIE HU210-2 — — — — — �. � BEAM HANGER. 10 WELDED ON PLAN SOU 4)q (3) 2X8 HEADER € - w' 5j""x5j" PARALLAM PSL SIDE AS BEAM HANGER. I POST W/ SIMPSON 3VOD STEEL SCH-40 TIGER C3 � STRONG TIE ECCU 5 © BRAND JACK POSTS, TYP. v = € ; L' ` I 4" CONC SLAB W/ 6X6X10/10 W.W.F. 1/2-5 1/2 COLUMN BASE (3) 1 3/4" X 9 1/4" ¢ J OVER 6 MIL VAPOR BARRIER OVER MIN. ' 5r"x5j" PARALLAM PSL ® � 4" COMPACT FILL R.,,. MICROLLAM LVL DROP BEAM POST W/ SIMPSON STRONG ¢— I ` - TIE ECCU 5 1/2-5 1/2 0 � F COLUMN S ? © 0 Ld £ 3Xz Cr N E I Ld BEAM POCKET TYP. BEAM POCKET TYP. u. °°< l 5j"x5j" PARALLUM PSL POSTS W/SIMPSON STRONG TIE ABU66 POST BASE �f` .•4 .€, ,k, wR s`.,. v b fAa f ' a .e k �' ` . <Y. 'jo .&M '�'. dA ` 4` 4'n,A. f YS .'.g<+y. '.,Ff, `. ♦ S ,ae S jt >T +•. e4. 4" CONC SLAB W/ 6X6X10/10 W.W.F. aka k' 'y OVER 6 MIL VAPOR BARRIER OVER MIN. 4" COMPACT FILL f 1 u p � a .s. REV. DATE REVISIONS 21-05-31 FEATURES, NOTES 21-06-25 PERMIT SET .` a 22-08-24 REVISED PERMIT SET 1 22-11-11 REVISED STRUCTURAL 4" 1' s ;, 22-12-22 REVISED STRUCTURAL ® 23-02-23 REVISED ROOF FRAMING PERMIT SET 4832 YOUNGS AVE SOUTHOLD NEW YORK MAIN LEVEL FRAMING PLAN „tr 4#IF DRAWN BY: JLD,JMM SHEET NO.: CHECKED BY: ZTC SCALE: AS NOTED S1 .2 . " # F Ap. <I. ISSUED DATE: 2023,02.23 GENERAL NOTES 5j""x5j" PARALLAM PSL 1. ALL DIMENSIONS SHOWN ARE TAKEN FROM FACE OF STUD OR POST TO RIDGE ABOVE W/ CONCRETE, U.O.N. SIMPSON STRONG TIE 2. REFER TO G-001 FOR LEGEND & CODE INFORMATION ECCU 66 AS COLUMN 3. REFER TO AND COORDINATE WITH ALL MFR SHOP DRAWINGS PRIOR BASE A TO COMVENCEMENT OF ANY S.O.W. 6 4. ALL,6X6 MNS TO BE SOUTHERN P NE NO. 1 OR BETTER 5. ALL PARALLAM PSL BEAMS MUST BE 2.2E GRADE OR BETTER. LEVEL FOR (3)1 j"x7r HEADER I COLUMN. —7CLEAR SPAN W/ (2) 1 3/4" X 22" MICROLLAM LVL HEADER N FLUSH WITH DECK JOISTS ! (3) 2X10 WOOD HEADER o C3 I W/ (2) JACK STUDS d Oa I O c0 f f € (3) 2X10 WOOD HEADER ;'? O W/ (2) JACK STUDS i N E (3) 1 3/4" X 11 1/4" MICROLLAM (3) 1 3/4" X 11 1/4" LVL HEADER W/ (2) JACK STUDS MICROLLAM LVL HEADER (3) 2X8 AND (2) KING STUDS W/ (2) JACK STUDS 14 WOOD HEADER AND (2) KING STUDS (3) 2X8 (3)1J"X20" LVL WOOD HEADER 54""x5r PARALLAM PSL 5j""x5j" PARALLAM PSL "" " - POST W/ SIMPSON COLUMN W/ SIMPSON i 5 x5 PARALLAM PSL 5 1/4" X 5 1/4" PARALLAM STRONG TIE ECCU 7 STRONG TIE CCU66 POST W/ SIMPSON PSL COLUMN W/ SIMPSON I i 1/8-5 1/2 COLUMN CAP COLUMN BASE STRONG TIE ECCU 7 STRONG 11E ECC66 COLUMN CAP (3) 2X12 WOOD HEADER ! 1/8-5 1/2 COLUMN CAP W/ (2) JACK STUDS 5 1/4" X 16" PARALLAM A ! PSL BEAM 2X�12 CATHEDRAL CEILING ! \ RAFTERS ® 16 O.C. / A (3) 2X8 WOOD HEADER o � .�� ! 3 2X10 WOOD HEADER z W/ (2) JACK STUDS N ! 7"x7" PARALLAM PSL 0 ® 1 I ; FUR OUT WALL TO HIDE COLUMN TRIFORCE OJ420 016" O.C. " "" " 7x7 PARALLAM PSL x 5 x5 PARALLAM PSL POST W SEE TRUSS MANUFACTURER / I (3) 2X10 WOOD HEADER SUBMITTAL SIJPPORTED ON BEAM `V SIMPSON STRONG TIE ECCU46 W� SIMPSON STRONG TIE cn E / � COLUMN CAP W/ (2) JACK STUDS € � l o A ECCU 7 1/8-6 AS BASE 99 I o 6 i PLATE A 1 5 1/4- X 5 1/4- PARALLAM (3) 2X8 zc� w j WOOD HEADER `O PSL COLUMN W/ SIMPSON STRONG TIE ECC66 COLUMN CAP N Nk x5;" " PARALLAM PSL POST W/ 7 N i SIMPSON STRONG TIE ECCU 7 ! I 5"x5"x " HSS COLUMN I 1/8-5 1/2 COLUMN CAP 5"x5"xf HSS COLUMN FROM BASEMENT TO RIDGE + ' 3"x5"x " HSS COLUMN E7"x7RALLAM PSL FROM BASEMENT TO RIDGE ROM BASEMENT TO RIDGE (3) 2X10 HEADER � BEAM ABOVE I (3j 2X8 STRONG TIE2X:DETAILS EAM WOOD HEADER 6 OLUMN BASE A (3) 2.X8 WOOD HEADER A I I 9/ FOR f " (4)11 x11 " MICROLLAM LVL [ON]NECTION QW/(3)j STEEL PLATE FLITCH BEAM 6 - - - - - 6 I : ! 54""x5r PARALLAM PSL 7"x7" PARALLAM PSL 5j""x54" PARALLAM PSL POST W/ SIMPSON POST TO BEAM BELOW POST W/ SIMPSON STRONG TIE ECCU 8 STRONG TIE ECCU 8 3/4-5 1/2 COLUMN CAP W/ SIMPSON STRONG 3/4-5 1/2 COLUMN CAP TIE CCU 7 1/8-7 1/8 I € I (3)2X10 HEADER COLUMN BASE - (3) 1 3/4" X 11 7/8" MICROLLAki LVL HEADER W/ (2) JACK STUDS I f AND (4) KING STUDS OR (2) LVL (.,) 1 3/4" X 9 1/4" I KING STUDS A MICROLLAM LVL HEADER F (2) JACK STUDS MIN. ; I )I (3) 2X8 WOOD HEADER T2x12 CEILING ' (3)2X10 HEADER JOISTS 012 O.C. I l E ? I # I M ICROLLAM LVL HEADERBEAM"x16" LVL I II it ) JACK STUDS i ___ . .._ ....x._ 2) KING STUDS € — � (3)1;�"x9�" MICROLLAM (3)2x10 HEADER E - - ` LVL HEADER (3) 2X12 WOOD HEADER � ! (3) 2X8 W/ (2) JACK STUDS (... _ . ....._.... . _..._...._ .._ _._.._..._. (3) 1 3/4" X 11 1/4" w WOOD E . __.._____._____._....__.____.____.___. MICROLLAM LVL HEADER ___.._......_..._._._ 5 x5 HEADER PARALLAM PSL POST W/ W/ (2) JACK STUDS a Uo 5 "x5 " _..__.._�- SIMPSON STRONG TIE ECCU46 AND (2) KING STUDS o PARALLAM PSL COLUMN CAP 5j""x5j" PARALLAM PSL U A POST POST TO RIDGE ABOVE W/ ® I " A SIMPSON STRONG TIE c� 7 x5 PARALLAM PSL POST ECCU 66 AS COLUMN 5j"x5j" TO HEADER BELOW W/ BASE — — --�— — — PARALLAM SIMPSON STRONG TIE ECCU PSL POST 7 1/8-5 1/2 COLUMN BASE A3 2X8 TREATED RIM BEAM 6X6 WOOD COLUMN W SIMPSON 6 STRONG TIE EC66 COLUMN CAP EACH END AND CC66 COLUMN CAPS IN THE CENTER 161PPER" LIEVEM/ LOVU [ROOF [:RAnnjNA"% Em m N SCALE . 1 / 4 - 1 0 REV. DATE REVISIONS 21-05-31 FEATURES, NOTES 21-06-25 PERMIT SET 22-08-24 REVISED PERMIT SET 22-11-11 REVISED STRUCTURAL 22-12-22 REVISED STRUCTURAL ® 23-02-23 REVISED ROOF FRAMING PERMIT SET 4832 YOUNGS AVE SOUTHOLD NEW YORK UPPER LEVEL FRAMING PLAN " DRAWN BY: JLD,JMM SHEET NO.: r„ k CHECKED BY: ZTC . _ SCALE: AS NOTED '.•<R ISSUED DATE: 2023.02.23 GENERAL NOTES 5j" x5j 1. ALL DIMENSIONS SHOWN ARE TAKEN FROM FACE OF STUD OR " PA ALLAM PSL POST TO HEADER BELOW CONCRE'iE, U.O.N.2. REFER TO G-001 FOR LEGEND & CODE INFORMATION ECCU 7 1/8-5 7 1/2 SIMPSON STRONG 11E 3. REFER T() AND COORDINATE WITH ALL MFR SHOP DRAWINGS PRIOR EC COLUMN CAP T C F W 4. ALL PAR�LLAM PSL BEAMS MUST BE 2.2E GRADE OR BETTER. 5. ALL PARALLAM PSL POSTS MUST BE 1.8E GREADE OR BETTER. 6. PROVIDE BRACING IN EACH DIRECTION AT EACH FLOOR LEVEL FOR COLUMN. 3 � E I 1 3 y 1 2x12 RAFTERS ® 16" O.C. € ICROLLAM LVL HEADER (3) 1 3/4" X 9 1/4" € t MICROLLAM LVL HEADER j I W/ (2) JACK STUDS W/ (2) JACK STUDS I AND (2) KING STUDS AND 2 KING STUDS 54""x5j" PARALLAM PSL ( ) COLUMN TO BEAM BELOW W/ SIMPSON STRONG TIE CCU7 1/8-6 COLUMN CAP r.._-.. ! ' OVERBUILD MAIN RAFTERS ON ! _ _._ ___._. ___....__.._-_ 3 REVERSE GABLE �.... _...... _.._.. Ii I a, I 1 f € 7 \\ f € N } OVERBUILT VALLEYS u— ? I I1111 I / j I 7 x7 PARALLAM PSL POST TO a I BEAM BELOW W/ SIMPSON 1'+""x7"04 PARALLAM PSL E ! STRONG TIE ECCU 9 1/2-7 1/8 N ® i)OST TO BEAM BELOW v E I I I t CAP FUR OUT WALL TO HIDE N/ SIMPSON STRONG o COLUMN 9E ECCU 7 1/8-6 CAP a (4)1j"x11j" LVL FLITCH BEAM W/ (4) " THICK STEEL PLATES �T TOP AND BOTTOM ° I 3 "UR OUT WALL TO HIDE ® I ,OLUMN I SIMPSON STRONG-TIE LSSR21OZ I i I RAFTER HANGERS TYP. 1 i 1 No 04 5 X5 X HSS COLUMN 5 X5 X} HSS COLUMN x 7 x5 PARALLAM PSL -- - - - -- ; FROM BASEMENT TO Qa FROM BASEMENT TO RIDGE , , I � N " RIDGE W/SIMPSON W/SlMPSON STRONG TIE ` i POST TO HEADER BELOW I I STRONG TIE CCOS7.25 CCOS7.25 WELDED TO TOP j i 5"X5"Xj"HSS COLUMN W/ SIMPSON STRONG TIE I I I ! s FROM BASEMENT TO RIDGE i WELDED TO TOP ! ECCU 7 1/8-5 1/2 4 I I ( xl i I " » ( 4,W/SIMPSON STRONG TIE COLUMN CAP 7»x7" ! ,• ; i { 7 x16 PARALLAM PSL RIDGE BEAM CCOS7.25 WELDED TO TOPPARALLAM ; _._.. PSL POST TO 2x12 RIDGE BOARD i ; € 1 i`-!-E i — i E BEAM BELOW cS ? ' i E W/ SIMPSON ' o ; ( i ! [ I E a STRONG TIE acoi � � i� I i ¢m ( i CCU 7 1/8-7 ! ( x �-uj € 1/8 COLUMN N(N ! € i [ Q' N ® Wes' CAP `�j® � € 7"x7" PARALLAM PSL a n a (3)1 x11 MICROLLAM LVL DORMER BEAM POST TO BEAM BELOW va 2x12 RAFTERS I I W/ SIMPSON STRONG > > 4 € ? ® 16 O.C. TIE ECCU 7 1/8-7 1/8 F- � _.. _-_ I � � � ( � i En N i COLUMN CAP E I m m { I I ci 5' , OVERBUILD MAIN AFTERS ONTO; Q o -' I ,-' REVERSE GABLE i I I ✓ { Q [i� N N Q ( pI I OVERBUILT VALLEYS I 1 OVERBUILT VALLEYS OVERBUILD MAIN x X - I RAFTERS ONTO (3 2X 8 0 H AD R 2x12 RAFTERS ® 16" O.C. REVERSE GABLE 6" ?x1� ?AFTERS 01 O.C. __.___......__...._._....__..._. .._...._..: 7 cn € E 1 Q' 5 ""x5 " PARALLAM PSL m o 7"x5j" PARALLAM PSL POST TO POST TO HEADER BELOW W/ SIMPSON STRONG TIE N t° HEADER BELOW W/ SIMPSON ECCU 7 1/8-5 1/2 cv ® STRONG TIE ECCU 7 1/8-5 1/2 COLUMN CAPCllh 0 0 F F RA M I M G P LA COLUMN CAP ..I i SCALE1 / 4 - 1 0 A REV, DATE REVISIONS 21-05-31 FEATURES, NOTES 21-06-25 PERMIT SET 22-08-24 REVISED PERMIT SET 22-11-11 REVISED STRUCTURAL 22-12-22 REVISED STRUCTURAL ® 23-02-23 REVISED ROOF FRAMING PERMIT SET 4832 YOUNGS AVE SOUTHOLD NEW YORK ROOF FRAMING PLAN DRAWN BY: JLD,JMM SHEET NO.: ra CHECKED BY: ZTC • V • a SCALE: AS NOTED S1 .4 "• ISSUED DATE: 2023.02.23