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HomeMy WebLinkAbout50095-Z �O��cuFF01�-CpGy Town of Southold 9/15/2024 0 P.O.Box 1179 53095 Main Rd Gy�jo� 'l►ap� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45553 Date: 9/15/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 500 Broadwaters Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 104.40-5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/14/2023 pursuant to which Building Permit No. 50095 dated 12/6/2023 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with 7 bedrooms, finished basement,rear deck, covered front entry, second floor balcony roof terrace as applied for. The certificate is issued to Mariland LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-23-1136 8/13/2024 ELECTRICAL CERTIFICATE NO. 50095 5/31/2024 PLUMBERS CERTIFICATION DATED 6/12/2024 L Bugdin 17 rt)r7 izature �o�SUFFoc,r�o TOWN OF SOUTHOLD BUILDING DEPARTMENT y� TOWN CLERK'S OFFICE N 2 "o • '; SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50095 Date: 12/6/2023 Permission is hereby granted to: Gazaam LLC 323 Pacific St Brooklyn, NY 11201 To: Construct a new single-family dwellling as applied for with DEC non jurisdiction and SCHD approvals. At premises located at: 600 Broadwaters Rd, Cutchogue SCTM #473889 Sec/Block/Lot# 104.-10-5 Pursuant to application dated 11/14/2023 and approved by the Building Inspector. To expire on 6/6/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,929.50 CO-NEW DWELLING $100.00 Total: $4,029.50 Ja-� Building Inspector OF SO(/T�ol h O Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 �� .• io sean.devlin(a�town.southold.ny.us OWm,N�' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Mariland LLC Address:, 500 Broadwaters Rd city:Cutchogue st: NY zip: 11935 Building Permit#: 50095 Section: 104 Block: 10 Lot: - 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: MIT Electric License No: 61014ME 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 INVENTORY Service 1 ph X Heat Duplec Recpt 100 Ceiling Fixtures 8 Bath Exhaust Fan 5 Service 3 ph Hot Water Gas GFCI Recpt 13 Wall Fixtures 12 Smoke Detectors 6 Main Panel 150X2 A/C Condenser 3 Single Recpt Recessed Fixtures 120 CO Detectors Sub Panel 80A A/C Blower 3 Range Recpt Gas Ceiling Fan 5 Combo Smoke/CO 5 Transfer Switch UC Lights 13' Dryer Recpt GaS Emergency Strobe Heat Detectors Disconnect 4 Switches 92 4'LED Exit Fixtures Sump Pump Other Equipment: (2) Fridges, (1) MiniFridge, (2) Gas FP, Oven, DW, Micro, Hood, 150A Panel - 30 Circuit/28 Used, 150 A Panel 30 Circuit/29 Used, 80 A Sub 24 Circuit/ 13 Used, (6) 115GF1 Notes: (16) 115ARC (11) 120ARC/GFI Breakers Two Story w/ Finished Basements Inspector Signature: Date: May 31, 2024 S.Devlin-Cent Electrical Compliance Form lo 4'y. O C� Telephone(631)765-1802 Town Hall Annex 6, 'y 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 lot BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: / Z Building Permit No. Owner: L (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of I)CA.gin e-- , 20 -7 ;TV/p L-- L Notary Public, County _ . J 1 JUN 1 , ?024 DIANNE C VIEIRA NOTARY PUBLIC,STATE OF NEW YORK r,-LT N L, DI tiTG DT+''V F Registration No.01VIW2157 _ `•. Qualified in Suffolk'Countya'*v'° Commission Expires October 112026 OF SOUTyo� # * TOWN OF SOUTHOLD BUILDING DEPT. �ycou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ 1"00,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: �bCL DATE INSPECTOR - ��OE SOpl�o� TOWN OF SOUTHOLD BUILDING DEPT. `yIOU 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [L,�'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 [ ] ENTAL REMARKS: 064 Aa4t_ 4�m Ills 2- toltm A • MOVJtvt, �P­ N VW5 covt vl- 61) lAh ev�� ..L d*ku IZ4 DATE - S= ,2 INSPECTOR �o�aOE SOUIyOlo �� aG(Jl'1� # # TOWN OF SOUTHOLD BUILDING DEPT. °`y�o��►� 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION . [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Li 1-Z5-- DATE � INSPECTOR OF SOUTyO� '_5 G o cl 5 � # # TOWN OF SOUTHOLD BUILDING DEPT. co 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: o U M DATE �O INSPECTOR OP 50UTy�� * # TOWN OF SOUTHOLD BUILDING DEPT. °ycou 631-765-1802 a 1NSPECTI.ON [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE.SAFETY INSPECTION [ ' ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT:PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIDN PRE C/O [ ] ENTAL RE AR l4 �WWI01 Q1 - MOA 1 nt Pv,- �v f coVL v rak ft DATE O INSPECTOR OF SOUTyolo - # # TOWN OF SOUTHOLD BUILDING DEPT. couto 631-765-1802 <�9<e" INSPECTION- I FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ]. FOUNDATION 2ND [ZSLATIOWCAULKING U f ] FRAMING /STRAPPING [ NAL Afb_,,. [ ] FIREPLACE & CHIMNEY [ .] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] .CODE VIOLATION [ ] PRE C/O [ ] RENTAL fall REMARKS: Q�lDATE Z INSPECTOR �� � �� /� •ram i • 4 , r. •�rT�Y.II ID b ��''j. .. t: .t i�.�l A�� ... tY��' A'n .. .. � �Y•1., _ ' i I S , -• ;;-,�. •� ,�ram. �� . �, :� ..e4r• r� ;� l NL k all 110 y +M 'C N► 1 r' �3 r I a � 1 •i 1 p r 1 f, 1 1 i ADRAGNA DESIGNS , LLC . 1527 FRANKLIN AVENUE• MINEOLA • NY • (516) 289-2461 A2ARCH16@GMAIL.COM March 04, 2024 To: Town of Southold Building Department 54375 NY-25 Southold,NY 11971 Att: Building Department Re: 500 Broadwaters Road; Cutchogue NY 11935 Plumbing Certification To whom it may concern, I, Giuseppe Adragna,Registered Architect in the State of New York, License Number 040751, certify to the Department of Buildings of the Town of Southold that I inspected the rough plumbing installed for the new dwelling at 500 Broadwaters Road, Cutchogue NY 11935 (SCTM 1000-104-10-05). I also certify that to the best of my professional knowledge the plumbing was completed in conformity with the most current NYS Plumbing and Building Code and generally approved construction practices. I acknowledge that the Building Department of the Town of Southold is relying on the truth of the statement contained herein to issue a certificate of Completion for the above construction when appropriate. Sincerely, ED ARC Giuseppe Adragnai�� (516)289-2461 COy C, a2arch16asgmail.com J �► ' _� Z 9 � '7; OE`Nyo� �� ' G`v F N L� J U N 1 3 2024 `rT r A__r,•� ADRAGNA DESIGNS,LLC.. •1527 FRANKLIN AVENUE MINEOLA NY (516) 289-2461 A2ARCH16@GMAIL.COM ADRAGNA DESIGNS , LLC . 1527 FRANKLIN AVENUE• MINEOLA • NY • (516) 289-2461 • A2ARCH16@GMAIL.COM December 19, 2023 To: Town of Southold Building Department 54375 NY-25 Southold,NY 11971 Att: Building Department Re: 500 Broadwaters Road, Cutchogue NY 11935 Footing Certification To whom it may concern, I, Giuseppe Adragna,Registered Architect in the State of New York, License Number 040751, certify to the Department of Buildings of the Town of Southold that I inspected the rebar installation for the new foundation poured for the new construction at 500 Broadwaters Road, Cutchogue 11935 (SCTM 1000-104-10-05). The foundation footing rebar observed in the field matches that which is prescribed in the building permit approved plans. I acknowledge that the Building Department of the Town of Southold is relying on the truth of the statement contained herein to issue a certificate of Completion for the above construction when appropriate. Sincerely, .�QQ�ERED ARC, 5 E ti Giuseppe Adragna ` CR�gO,A (516)289-2461 j a2arch16(c7-mail.com c`"'V" ;=z 40.75 p F N���l J r� - JUN i024 fir `Mn 1_�i_•S.''r ADRAGNA DESIGNS,LLC.. 1527 FRANKLIN AVENUE MINEOLA NY (516) 289-2461 • A2ARCH16@GMAIL.COM ADRAGNA DESIGNS , LLC . 1527 FRANKLIN AVENUE• MINEOLA • NY • (516) 289-2461 • A2ARCH16@GMAIL.COM December 27,2023 To: Town of Southold Building Department 54375 NY-25 Southold,NY 11971 Att: Building Department Re: 500 Broadwaters Road, Cutchogue NY 11935 Foundation Wall Certification To whom it may concern, I, Giuseppe Adragna, Registered Architect in the State of New York, License Number 040751, certify to the Department of Buildings of the Town of Southold that I inspected the rebar installation for the new foundation poured for the new construction at 500 Broadwaters Road, Cutchogue 11935 (SCTM 1000-104-10-05). The foundation wall rebar observed in the field prior to concrete being poured on December 27, 2023 matches that which is prescribed in the building permit approved plans. I acknowledge that the Building Department of the Town of Southold is relying on the truth of the statement contained herein to issue a certificate of Completion for the above construction when appropriate. Sincerely, ED q&C, 5 Giuseppe Adragna �N�QQE (516)289-2461 �G) a2archl6(a�g;mail.coln * z�' z '9 0 7 5'\ - 0� J U N 1 3 2024 ADRAGNA DESIGNS,LLC.. •1527 FRANKLIN AVENUE MINEOLA NY (516) 289-2461 A2ARCHi6@GMAIL.COM l ♦ a TM JHERMOfERL insulation of the Future i on Certificate sulati This form must be lied ou osted to comply with building code requirements.This meets IRC Sections N110. .3,N1101 Al,and N1101.8 requirements. The following spry r foam product(s)have been installed: 13 ThermoSe A500 ❑ Thermo5eal 1200 ❑ ThermoSeal 1600 00 O ThermoSe ❑ Thermo5ea120 l 500 HY Thermo5eal OCX ❑ a! 2100 ❑ ThermoSe 1800 ThermoSeal CCX ❑ ThermoSe ❑ F1ameGua d 500 Consult International wilding Code Chapter 26-Plastic and international Residential Code R314- Foam Plastics for spe ific requirements.The spray polyurethane foam insulation systems)has/have been installed in acc rdanance with the manufacturers installation guidlines to provide a thermal resistance outlined b low: R--Value Thickness Insta{led Area Insulate.J installed" ILi' R- at 0 inches IR-a at inches R-aj at inches 0 R at a Inches( rIF71e F�kw�4c—,J VV11l12 1 R- at inches R at inches i R at inches R at Inches Other: **Nominal thickn ss are are rep�senta of field -pray applied foam insulation. 5 b ��� l }obsite Address: OR- N Date of installation: ` Building Contracto Thermoseal Contractor � �l� CO hone: Installed By: POST NEAR ELECTRICAL PANEL** THERti�tO ERV �Oady,NY Thermo5eal-Po B x 32•New Canaan,CT.06840 Ph:1-800-853-1573 info@thermosealusa.com 0 NTHONY'S INSULATION CORP. Spray Foam, Drywall, Spackle & Paint 86 E INDUSTRY Cr,DEER PARK NY 11729 PHONE 631-943-8364 EMAIL: ANTHONYINSULACORPAZ@GMAIL.COM March 12'',2024 Jobsite: 530 Broac waters Rd,Cutchogue NY To whom it may co cern, This letter is to veri Y that for the above location we installed the following DC315 material specific for Fire Re istance used to paint over Insulation on Attic Rafter. The product used cc nfirms to meeting with the IBC and IRC Code Requirements and its regulations. For any questions ai td or concerns please do not hesitate to contact us via email or via phone. Regards, Carlos Sanchez President (GREATER THAN 36") INFILL PLATFORM-' (PROVIDE 1% SLOPE) X15T. DECK EX15T. PLATFORM --r-101, 040710 2 2 4$'OFN J INFILL f=L- 4TFO.FR�1 W1 LAND I N(S; 6CALE V-0" - HEIGH,r CHANGE LESS THAN 30" NO RAIL REaUIREZ) �p LOWER I=LATFORM NO RAIL REaUIRED - HEIGH,r CHANGE LE55 THAN 30" 1--GUARD RAIL rUAR1) RAiL-'11-4'-6: ADRAGNA STEF15 DESIGNS, LLC A2ARCH I 6@GMAIL.COM (516)289-2461 Project Title: 500 Broadwatere, Rcl Cutchoeus, N'T' Projea#: 1000-104-10-75 Qatc: June 21,2024 [:)EC< FENED FLAN Drawirij Title: REAR DECK eGALH 1/4" P-011 UreenWOrks Energy. Specialist Inc. 51 Avery Rd, Woodbury NY 11.797 516-967-6959 $ To whom it may concern: 06/06/2024 I, AJ Afkham, a certified IECC/HERS Compliance Specialist, Resnet #2946623, and ICC #9517146, was hired as a third-party verifier to perform a blower door test for a family Home at the residence 500 Broadwaters Rd, Cutchougue NY, for IECC 2018 Code compliance (IECC 18 Env. Leakage). On June 05,2024 I conducted a Multi-Point Blower Door test, and the Blower Door numbers are well within the NY IECC 18 Env(1.31 ACH50). The test Report and a photo of the house during the test are part of this letter. Please don't hesitate to get in touch with me with any questions. t S` yf.'Ch ti f AJ Af dram GreenVtWorks Energy Specialist, Inc. 516-967-6959 E. AJ@HERSrating.us HERSrating.us `' Envelope Leakage Test Testing Company: Technician: Name: GreenWorks Energy Specialist Inc. Name: AJ Afkham Address: 51 Avery Rd Credentials: RESNET Certificate#2946623 Woodbury , NY 11797 Email: AJ@HERSrating.us Phone: 516-967-6959 HERSrating.us Building Information: Customer Information: Project ID: 500 Broadwaters Rd, Cutchogue Name: Address: 500 Broadwaters Rd ss: 500 Broadwaters Rd Cutchogue, NY 11935 Cutchogue, NY 11935 Geo-Tag Data: Latitude: 41.011133 Longitude: -72.449001 Timestamp: 2024-06-0 :49: 1 Measured Leakage: L. a/ge Leakage Target: Compliance with Leakage Targe Test ID: Envelope In Purpose of Test: NY IECC 18 Measured CFM50: 1,559.5 (+/- 1.4%) Effe rtiveLeakage Area: 76.7 in' Building Volume: 71,164.0 ft3 Enclosure Surface Area: 0.0 ftZ Coefficient(C): 103.4 (+/- 9.2%) Exponent(tn): 0.694 (+/-0.026) Correlation Coefficient: 0.99931 Test Standard: ASTM E779 (single mode) Test Mode: Depressurize Test Characteristics: Pre Indoor Temp: 73 OF Post Indoor Temp: 73 OF Pre Outdoor Temp: 70 OF Post Outdoor Temp: 71 °F Altitude: 20.0 ft . Time Average Period: 30 seconds Test Date and Time: 2024-06-05 11:51:51 2000. • Depressurize O p a� 600 r ' a� 500.. . .,.,.,._. _,.._...,....._..._._ _...,..,.._ ,_ 30011, W i } t 200.,., 4 5 6 7 8 910 20 30 40 50 6070 Building Pressure(Pa) Envelope Leakage Test Test Readings: Target (Pa) Bldo(Pa) Adj Bldg(Pa) Fan (Pa) Flow(cfm) Config Baseline 0.2 -60.0 -59.4 -59.3 -95.1 1,751.5 Ring A -54.0 -54.4 -54.3 -84.3 1,651.7 Ring A -48.0 -48.4 -48.4 -70.8 1,517.5 Ring A -42.0 -41.9 -41.8 -58.3 1,380.6 Ring A -36.0 -36.1 -36.0 -47.8 1,252.6 Ring A -30.0 -29.7 -29.6 -34.3 1,066.0 Ring A -24.0 -23.5 -23.5 -26.6 941.8 Ring A -18.0 -16.4 -16.3 -143.6 711.0 Ring B Baseline -0.3 Test Equipment: Flow Device: Model 3 110V Fan Pressure Gauge: DG.1000 Serial#: 11725 Calibration Date: 2022-06-16 Deviations from Standard: - None Comments: None Report by TEC Auto Test 1.9.1 (8), ©2023 The Energy Conservatory, Inc. Page 2 of 2 Manual S Compliance Report Job: 50 Broadwaters Rd Date: 10/12123 7St Floor By. Dan Sturman GreenWorks Energy Specialist Inc. Phone:516-967-6959 Email:AJ@HERSrating.rs Web:HERSratirg.is Proje6t lnf6.rm' atio6 " For 50 Broadwaters Rd,Cutchogue,NY 11935 • • • • pment Design Conditions Outdoor design DB: 822°F Sensible gain: 22630 Btuh Entering coil DB: 76.1°F Outdoor design WB: 72.0°F Latent gain: 3057 Btuh Entering coil W13. 62.9°F Indoor design DB: 75.0°F Total gain: 25687, Btuh Indoor RH: 50% Estimated airflow: 1400 cfm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer. Rheem Model: RA1342AJ1NA+RCFN-HU4824TU+R801TA100521ZXA Actual airflow: 1400 cfm Sensible capacity: 29400 Btuh 130%of load Latent capacity: 12600 Btuh 412%of load Total capacity: 42000 Btuh 164%of load SHR: 70% Heatin • • • nt Design Conditions Outdoor design DB: .18.5°F Heat loss: 26571 Btuh Entering coil DB: 72.0°F Indoor design DB: 72.0°F Manufacturer`s Performance Data at Actual Design Conditions Equipment type: Gas fumace Manufacturer. Rheem Model: R92PA0601317MSA Actual airflow: 1400 cfm Output capacity: 52000 Btuh. �96%of load Temp.rise: 50 °F Meets all requirements ofACCA Manual S. wrightsoft- 2023-Oct 121220:29 .•e n •.a r�mrcn. R gNSu'60Uriversal2023 23.0.03 RSS1102448 Page 1 ..adwaters Rd1500 Broadwaters Rd-Martel JSDxw Calc=MJ8 Frort Doorfaces E 50 ire e�Rf��rp�s Manual S Compliance. Report Job:Date: 10112123 aters Rd 2/23 2nd Floor By. Dan Sturman GreenWorks Energy Specialist Inc. Phore:516-967-6959 Email:AJ@HERSratirg.is Web:HERSratirg.w. 'Projectinfohfiation For. 50 Broadwaters Rd,-Cutchogue,W 11935 . • . • • Design Conditions Outdoor design DB: 82.2°F Sensible gain: 14355 Btuh Entering coil DB: 76.6°F Outdoor designWB: 72.0°F Latentgain: 1094 Btuh Entering coilWB: 63.1°F Indoor design DB: 75.0°F Total gain: 15449 Btuh Indoor RH: 50% Estimated airflow: 993 cfrn Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer. Rheem Model: RA1330AJ1 NB+RCFL-HU3821 CU+ROCB-072E04 Actual airflow: 993 cfm Sensible capacity: 20860 Btuh 145%of load Latent capacity: 8940 Btuh 818%of load Total capacity: 29800 Btuh 193%of load SHR: 70% Design Conditions Outdoor design DB: 18.5*F Heatloss: 22300 Btuh Entering coil DB: 72.0°F Indoor design DB: 72.0'F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer. Rheem Model: R92PA0601317MSA Actual airflow: 993 cfm Output capacity: 52000 Btuh 233%of load Temp.rise: 50 °F Meets all requirements ofACCA Manual S. -r�- wrightsoft- 2023:oa-1212:20:29 , RightSlete®Uriversal 202323.0.03 RSU62448 Page 2 ...adwatersRd�500BroadwatersRd-ManualJSDnq Calc=M� FrortDooriaces:E f evll bir ,� Manual S Compliance Report Job: 50 Bmadwaters Rd Date: 10/12/23 Bsmf By. Dan Shuman GreenWorks Energy Specialist Inc. Phone:516-967-6959 Email:AJ@HERSra#rg.ts Web:HERSratrgA s ® • • For 50 Broadwaters Rd,Cutchogue,NY 11935 • • • • • Design Conditions Outdoor design DB: 82.2°F Sensible gain: 6221 Btuh Entering coil DB: 77.8°F Outdoor design WB: 72.0°F Latent gain: 303 Btuh Entering coil WB: 63.5°F Indoor design DB: 75.0°F Total gain: 6524 Btuh Indoor RH: 50% Estimated airflow: 600- cI n Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer. Rheem Model: RA1418WJ1NA+RF1P1821SPANJAB03417 Actual airflow: 600 chn Sensible opacity: 12600 Btuh 203%of load Latent capacity: 5400 Btuh 1783%of load' Total opacity: 18000 Btuh 276%of load `SHR: 70% Design Conditions Outdoor design DB: 18.5°F Heat loss: 15599 Btuh Entering coil DB: 71.9°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Rheem Model: R92PA040131*7MSA Actual airflow: 600 cfm Output opacity: 39000 Btuh 250%of load Temp.rise: 50 OF Meets all requirements ofACCA Manual S. - - wrightsoft' 2023-oct 12122029 i•r�nn.rw,mMrc.mw o. Right-Stite@Uriversal202323.0.03RSU62448 page ..adwatersRdl500BroadwatersRd-MarnalJSD.nip Calc=MJB Front Door%oes:E Load Short Form Job: 50 Broadwaters Rd Date: 10/12123 8ndre House By. Dan Sturman GreenWorks Energy Specialist Inc. Phone:516-967-6959 Email:AJ@HERSrating.ts Web:HERSrating.is • • For. 50 Broadwaters Rd,Cutchogue,NY 11935 66 • • • Htg Cig Infiltration Outside db(OF) 19 82 Method Blower door Inside db(°F) 72 75 Shielding/stories 3(partial)/2 Design TD(OF) 54 7 Pressure/ACH/AVF 50 Pa/3.0/2380 cfrn Daily range - L Inside humidity(%) 30 50 Moisture difference(grAb) 24 37: HEATING EQUIPMENT -COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref. n/a Coil n/a AHRI ref. n/a Efficiency n/a --Efficiency n/a Heating input Sensible cooling 0 'Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total"cooling 0 Btuh Actual airflow 0 crm Actual airflow 0 cfm Air flow facdor 0 dm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O, Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Cig load Htg AVF CIgAVF (ft2) (Btuh) (Btuh) (dm) (cfm) 1 st Floor d 2552 26571 20924 1400 1400 2nd Floor d 1420 22300 12649 993 993 Bsmt d 2552 15599 4515 600 600 Entire House d 6524 64470 37039 2993 2993 Other equip loads 0 0 Equip.@ 0.87 RSM 32298 Latentcooling 4453 TOTALS 6524 64470 36761 2993 2993 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. Wrightse t• 2023-Od 1212:20:29 aM„t.• .e,.u.�_ _,� Rgtt-Sdte@ Uriversa12023 23.0.03 RSU62448 Page l XCA ..adwaters Rd1500 Broadwaters Rd-Manual JSD.n{p Calc=MJ8 Front Door faces:E Load Short Form Job: 50 Broadwaters Rd Date: 10/12/23 . 1st Floor By. Dan Shuman GreenWorks Energy Specialist Inc. Phone:516-967-6959 Email:AJ@HERSrating.ie Web:HERSratingAs i • tdn "pf For. 50 Broadwaters Rd,Cutchogue,NY 11935 ® - • o • Htg Clg Infiltration Outside db(OF) 19 82 Method Blower door Inside db(OF) 72 75 Shielding/stories 3(partial)/2 Design TD(OF) 54 7 Pressure/ACH/AVF 50 Pa/3.0/2380 cftn Daily range - L Inside humidity(%) 30 50 Moisture difference(grAb) 24 37 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R92PA0601317MSA Cond RA1342AJ1 NA AHRI ref 6468402 Coil RCFN-HU4824TU+R801TA100521ZXA AHRI ref 8051308 Efficiency 92AFUE Efficiency 11.5 EER,14 SEER Heating input 56000 Btuh Sensible cooling 29400 Btuh Heating output 52000 Btuh Latent cooling 12600 Btuh Temperature rise 34 OF Total cooling 42000 Btuh Actual airflow 1400 cfrn Actual airflow 1400 cfm Air flow factor 0.053 cf ji/Btuh Air flow factor 0.967 pfmBtuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.88 ROOM NAME Area Htg load Clg load Htg AVF GgAVF (ft2) (Btuh) (Btuh) (cfm) (dm) Foyer 301 2728 1628 144 109 Parlor 171 3056 1373 161. 92 Laundry 79 690 557 36 37 Mud Room 122 1213 280 64 19 Powder 34 648 118 34 8 Guest Suite 208 3077 1396 162 93 Guest Bath 51 656 176 35 12 Pantry 51 0 0 0 0 litchen 293 2011 3472 . 106 232 Dining Room 206 118 26 6 2 Living Room 449 6207 9279 327 621 Master Bedroom 283 4422 2251 233 151 Master Closet 135 837 107 44 7 Master Bath 171 906 261 48 17 Calculations approved byACCAto-meet all requirements of Manual.J 8th Ed: Az wrightsoft- 2023 Oct 12122029 M.<•rmeowawco anMr Rgtt-Sine@Uriversal202323.0.03RSU62"8 Paget ..adwaters Rd1500 Broadwaters Rd-Manual JSD.rup Calc=MJ8 Frort Door faces:E 1st Floor d 2552 26571 20924 1400 1400 Other equip loads 0 1707 Equip.@ 0.87 RSM 19734 Latent cooling 3057 TOTALS 2552 26571 22791 1400 1400 Calculations approved byACCAto rheet all requirements of Manual J 8th Ed. wrightsoft- 2023-0a-12122029 �; ,..•�.ow� RightSdte®Uriversal202323.0.03RSU62448 Page3 ..zdwatersRd%500BroadwatersRd-MarteIJSD.np Calc=MJ8 Fror6Doorfams:E Glee rn'lurks Load Short Form -Job: 50 Broadwaters Rd Date: 10/12123 2nd Floor By. Dan Sturmn . GreenWorks Energy Specialist Inc. Phone:516-967-6959 Email:AJ@HERSrating.isWeb:HERSrating.us 9ject hptrhat For: 50 Broadwaters Rd,Cutchogue,NY 11935 ® - ®Its 1111 Loll • Htg Clg Infiltration Outside db(°F) 19 82 Method Blower door Inside db(°F) 72 75 Shielding/stories 3(partial)/2 Design TD(°F) 54 7 Pressure/ACH/AVF 50 Pa/3.0/2380 cfm Daily range - L Inside humidity(%) 30 50 Moisture difference(grAb) 24 37 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R92PA0601317MSA Cond RA1330AJl NB AHRI ref 6468402 Coil RCFL-HU3821CU+ROCS-072E04 AHRI ref 7508064 Efficiency 92AFUE Efficiency 11.5 EER,14 SEER Heating input 56000 Btuh Sensible cooling 20860 Btuh Heating output 52000 Btuh Latent cooling 8940 Btuh Temperature rise 48 °F Total cooling 29800 Btuh Actual airflow 993 ctrn Actual airflow 993 ctm Airflowfactor 0.045 clm/Btuh Airflowfactor 0.079 cfp/Ruh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.93 ROOM NAME Area Htg load Clg load HtgAVF ClgAVF (ftz) (Ruh) (Btuh) (clm) (cam) Bedroom 1 230 4335 1525 193 120 BR1 WIC 47 0 0 0 0 BR1 Bath 49 1227 243 55 19 Bedroom 2 185 2862 1957 127 154 BR2 W IC 39 0 0 0 0 BR213 Bath 91 1217 378 54 30 BR3 Closet 39 0 0 0 0 Bedroom 3 173 2895 1631 129 128 Bedroom 4 176 2873 1629 128 128 BR4 Bath 47 1073 178 48 14 BR4 W IC 37 0 0 0 0 Hall-2nd 308 5818 5107 259 401 Calculations approved byACCAto meet all requirements of-Manual J 8th`Ed. "htsoft- 2023-Oct 12122029 eMmin Riga-Suite@ Universal 202323.0.03RSU62448 Page adwaters R000 Broadwaters Rd-Manual JSD.rup Calc=MJ8 Front Door faces:E 2nd Floor d 1420 22300 12649 993 993 Other equip loads 0 1707 Equip.@ 0.87 RSM 12518 Latent cooling 1094 TOTALS 1420 22300_ 13611 993 993 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. Wrightso'ft 2023-Oct 1212QOQS /'rWp1 ,Mn=.• .�H....ry�,,,, Rigt#Siete®Uriversa1202323.0.03RSU62448 Page 5 ...adwatersRd1500BroadwatersRd-MamolJSD.nip Calc=MM FrontDcorfaces:E �� ✓r� 9or Load Short Form Job: 50 Broadwaters Rd n,. Date: 10/12123 ssmt By. Dan Sturman ® GreenWorks Energy Specialist Inc. Phone:616-967-6959 Email:AJ@HERSrating.ts Web:HERSratirg.ts ® elbi For: 50 Broadwaters Rd,Cutchogue,NY 11935 ® - o a o Htg Clg Infiltration Outside db(°F) 19 82 Method Blower door Inside db('F) 72 75 Shielding/stories 3(partial)/2 Design TD(°F) 54 7 Pressure/ACH/AVF 50 Pa/3.0/2380 cfm Daily range - L Inside humidity(%) 30 50 Moisture difference(gr/Ib) 24 37 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R92PA0401317MSA Cond RA1418WJ1 NA AHRIref 6468401 Coil RF1P1821SPANJABO3417 AHRI ref 8636333 Efficiency 92AFUE Efficiency 12.2 EER,14 SEER Heating input 42000 Btuh Sensible cooling 12600 Btuh Heating output 39000 Btuh Latent cooling 5400 Btuh Temperature rise 59 OF Total cooling 18000 Btuh Aural airflow 600 cfm Actual airflow 600 cfm Airflow factor 0.038 trnlBtuh Air flow fpctcr 0.133 cfrn/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.95 ROOM NAME Area Htg load Clg load Htg AVF CIgAVF (ftz) (Btuh) (Btuh) (dm) 0m) Bar 248 3155 384 121 51 Bsmt Bath 75 0 0 0 0 Mech 72 0 0 0 0 Storage 156 1885 438 72 58 Mech 2 187 0 0 0 0 Guest Bed 248 2405 473 92 63 Bsmt Bath 2 53. 0 0 0 0 Lounge 572 3282 1550 126 206 Basement 941 4872 1670 187 222 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. ' VVrightso'f't- 2023-Oct12122029 Right-Sute®Uriversa1202323.0.03RSU62448 Page ..adwaters 14000 Broadwaters Rd-Manual JSD.rup Calc=MJ8 Front Doorfaces:E Bsmt d 2552 15599 4515 600 600 Other equip loads 0 1707 Equip.@ 0.87 RSM 5425 , Latent cooling 303 TOTALS 2552 15599. 5728. 600. 600 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -F - wrightsoft- 2023-oa1 212:20:29 mma•i�,o„ uu ea n RightSute®Ureversal 202323.0.03 RSU62448 Pagel M ..adwaters Rd1500 Broadvraters Rd-Marual JSD.rtp Calc=MJa FrariDoorfaws:E' BuildingAnalysis Job: 50 Broadwaters Rd Y Date: 10/12/23 Entire House By. Dan Sturman GreenWorks Energy Specialist Inc. Plnre:516-967-6959 Email:AJ@HERSratirg.rs Web:HERSratirg.us ® • I r RA • • For: 50 Broadwaters Rd,Cutchogue,NY 11935 Location• Indoor: Heating Cooling MontaukAP,NY,US Indoor temperature(°F) 72 75 Elevation: 7 ft Design TD(°F) 54 7. Latitude: 41°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(grflb), 23.7 37.0 Dry bulb(°F) 19 82 Infiltration: Daily range�°F) - 12 ( L ) Method Blowerdoor Wet bulb(° ) - 72 Shielding/stories 3(partial)/2 Wind speed(mph) 15.0 7.5 Pressure/ACH/AVF 50 Pa/3.0/2380 cim Component BtuhV Btuh %of load Walls 3.5 21064 32.7 ucts Glazing 16.1 14058 21.8 Doors 20.9 1502 2.3 wails Ceilings 1.9 4949 7.7 nfiltration Floors 1.2 3011 4.7 Infiltration 2.7 14484 22.5 Ducts 5402 8.4 Piping 0 0 = �- Humidification 0 0 Floors Ventilation 0 0 Ceilings Adjustments 0 Glazing Doors Total 64470 100.0 NEW, • Component Btuh/ft2 Btuh %of load Walls 0.5 3161 8.5 Walls Glazing 23.5 20551 55.5 Internal Gains Doors 8.8 635 1.7 Ceilings 0.5 1262 3.4 .., Floors 0.0 1 0.0 Infiltration 0:2 867 2.3 "'' ` '` .= ucts Ducts 2022 5.5 Ventilation 0 0 on Infiltrati Internal gains 8540 23.1 "- Ceilings Blower 0 0 Glazing ,• Other Adjustments 0 Total 1 1 370391 100.0 Latent Cooling Load=4453 Btuh Overall U-value=0.146 Btuh/ft2--°F, Window/FloorArea=13.4% Data entries checked. 41 - wrightsaft- 2023-Oct 121220:29 �� a=^+a •••�•+v ��w••• RigttSute®Uriversal2023 23.0A3 RSU62448 Page 1 ..adwatersRcM00BroadwatersRd-MamialJSD.np Cale=MJ8 Frort Door faces:E BiJ1lC�111 Analysis Job: 50 Broadwaters Rd g Y Date: 10112123 1st Floor By. Dan Sturman GreenWorks Energy Specialist Inc., Phone:516-967-6959 Email:AJ@HERSrafirg.us Web:HERSrallng.ts • • For. 50 Broadwaters Rd,Cutchogue,NY 11935 Location: Indoor Heating Cooling MontaukAP,NY US Indoor temperature(°F) 72 . 75 Elevation: 7 ft Design TD(°F) 54 7 Latitude: 41 ON Relative humidity(%) 30 50 Outdoor. Heating Cooling Moisture difference(grAb) 23.7 37.0 Dry bulb(°F) 19 82 Infiltration: Daily range°F) - 12 ( L ) Method Blower door - Wet bulb(° ) - 72 Shielding/stories 3(partial)/2 Wind speed(mph) 15.0, 7.5 Pressure/ACH/AVF 50 Pa/3.0/2380 cim • Component Btuh/112 Btuh %of load Walls 3.5 7900 29.7' Glazing 16.1 7316 27.5 Doors 20.9 1502 5.7 Walls ;Infiltration Ceilings 1.9 2199 8.3 Floors 0 0 0 Infiltration 2.7 '7654 28.8 Ducts 0 0 = Piping 0 0 °;; Humidification 0 0 Ceilings Ventilation 0 0 ' c,_,,;;;,". Adjustments 0 GlazingDoors Total 26571 100.01 . Component Btuh/112 Btuh %of load Walls 0.7 1683 7A Walls Blower Glazing 26.4 12047 53.2 Doors 8.8 635 2.8 Ceoloin s 0.rs 0 5610 2.0 ntemal Gains Infiltration 0.2 458 2.0 Duds 0 0 Ventilation 0 0 Internal gains 5540 24.5 r , Infiltration Blower 1707 7^5 Glazing Ceilings Adjustments 0 Doors Total 22630 100.0 ` Latent Cooling Load=3057 Btuh Overall U value=0.196 Btuhh'F2F, Window/FloorArea=17.9% Data entries checked. wrightscft- 2023-0a-12122029 °°^ ^• -^° ^r RigttSUte@ Universal 2023 23.0.03 RSU62448 Page 2 ..aduwaters Rd1500 Broadwaters Rd-Manual JSD.nQ Calc=MA Front Door faces.E C.,geejawoora Building Analysis Job: 50 Broadwaters Rd Y Date: 10/12/23 2nd Floor By. Dan Sturman GreenWorks Energy Specialist Inc. Phone:516-967-6959 Email:AJ@HERSra4ng.rs Web:HERSrating.ts • • • For. 5Q,Broadwaters Rd,Cutchogue,NY 11935 ® • e •- • Location: Indoor: Heating Cooling MontaukAP,NY US Indoor temperature(°F) 72 75 Elevation: 7 ft Design TD(°F) 54 7 Latitude: 41 ON Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(grAb) 23.7 37.0 Dry bulb(OF) 19 82, - Infiltration: Daily range�°F) - 12 ( L ) Method Blower door Wet bulb(OF) - 72 Shielding/stories 3(partial)/2 Wind speed(mph) 15.0 .7.5 Pressure/ACH/AVF 50 Pa/3.0/2380 cfm. e Component Btuh1 t2 Btuh %of load Walls 3.5 5700 25.6 Ducts Glazing 16.1 5615 25.2 Walls. Doors 0 0 0 Ceilings 1.9 2750 12.3 Floors 1.9 7 0.0 Infiltration 2.7 5438 24.4 nfiltration Ducts 2789 12.5 Piping 0 0 Humidification 0 0 Ventilation 0 0 Glazing Other Adjustments 0 Ceilings Total 22300 100.0 Component BtuhAl2 Btuh %of load Walls 0.7 1215 8.5 Walls lower Glazing 24.9 8703 60.6 Doors 0 0 0 Internal Gains Ceilings 0.5 701 :• 4.9 Floors 0.2 1 0.0 "' ucts Infiltration 0.2 325 2.3 `'T,="' nfiltration «_>} '' . Other Ducts 903 6.3 Kra .57 Ventilation 0 0 - _` R:`?aaiu; Ceilings Internal gains 800 5.6 .y ' Blower 1707 11.9 Glazing Adjustments 0 Total 1 1 143551 100.0 Latent Cooling Load=1094 Btuh Overall U-value=0.230 Btuh/ft?-°F, Window/FloorArea=24.6% Data entries checked. -*- wriglhtsoft- 2023-oct 12122029 ^ ^•• •uw^ M RigftSute@ Uriversal 2023 23.0.03 RSU62448 Page 3 ..adwaters Rdd500 Broadwaters Rd-Manual JSD.rnp Calc=MJ8 Frort Door faces:E �e�enWQr�g�. Building/111al SIS Job: 50 Broadwaters Rd g Date: 10112/23 Bsmt By. Dan Sturman GreenWorks Energy Specialist Inca Phore:516-967-6959 Email:AJ@HERSrafirg.is Web:HERSratlrg.Ls • • • For. 50 Broadwaters Rd,Cutchogue,NY 11935 Location: Indoor: Heating Cooling MontaukAP,NY US Indoor temperature(°F) 72 75 Bevation: 7 ft Design TD(°F) 54 7 Latitude: 41°N Relative humidity(%) 30 50 Outdoor. Heating Cooling Moisture difference(gr/lb) 23.7 37.0 Dry bulb(°F) 19 82 Infiltration: Dailyrange ff) - 12 ( L ) Method Blower door Wet bulb(° ) - 72 Shielding/stories 3(partial)/2 Wind speed(mph) 15.0 7.5 Pressure/ACH/AVF 50 Pa/3.0/2380 cfm ffe4tjng Component Btuh/ft2 Btuh %of load Walls 3.6 7465 47.9 Glazing 16.1 1127 7.2 ucts Doors 0 0 0 Ceilings 0 0 0 Floors 1.2 3004 19.3 nfiltration Infiltration 2.7 1392 8.9 Wall Ducts 2613 16.7 Piping 0 0 "} Humidification 0 0 Floors Ventilation 0 0 Adjustments 0 Glazing Total 1 1155991 100.0 Cooling, Component Btuh/ftz Btuh %of load Walls 0.1 264 4.2 Walls Glazing 11.3 792 12.7 Glazin Doors 0 0 0 Blower Ceilings 0 0 0 other rt; Floors 0 0 0 = Infiltration 0.2 83 1.3 Ducts 1176 18.9 Ducts Ventilation 0 0 Internal gains 2200 35.4 Blower 1707 27A Adjustments 0 Internal Gains Total 6221. 100.0 1.1 Latent Cooling Load=303 Btuh Overall U value=0.043 Btuh/f!12F, Window/FloorArea=2.8% WARNING:window to floor area ratio=2.8%-less than 5%. .# -Fk- wrightsoft- 2023-Oct-12122029 • RigttSute®Uriversal 2023 23.0.03 RSU62448 Page 4 AC+4ri 9 ..advwaters Rd1500 Broaduaters Rd-Marual JSD.nQ Colo=MA Frord Door faces:E Project Summary Job: 50 Bi oadwaters Rd Date: 10112123 Entire House By. Dan Sturman „. GreenWorks Energy Specialist Inc. Phone:516-967-6959 Email:AJ@HERSra1Jng.us.Web:HERSratirg.ts ® • • •, For. 50 Broadwaters Rd,Cutchogue,NY 11935. Notes: t8 ' • • • Weather: Mon"AP,NY,U5 Winter Design Conditions Summer Design Conditions Outside db 19 OF Outside db 82 OF Inside db 72 OF Inside db ' _ 75 OF Design TD 54 OF Design TD 7 OF Daily range L Relative humidity 50 % Moisture difference 37 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 59068 Btuh Structure 35017 Btuh . Ducts 5402 Btuh Duds 2022 Btuh Central vent(0 dm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification ;47593 i 0 Btuh Piping Equipment load nufadurees data n n multipplier 0.87 Infiltrati en�sensibleload 32296 Btuh Method tentCooling Equipment Load Sizing Shielding/stories Pressure/ACI+/AVF 50 Pa/3 - 4357:Btuh 96 Btuh vent(0 cfm) 0 Btuh HeatingArea(ft2) 6524ent latent load 4453 Btuh. Volume(f?) Airchanges/hour 0.31!,., . 0.14 , Equipment Total Load(Sen+Lat) 36751 Btuh EquIv AVF(cim) 246 109 ' Req.total capacity at 0.70 SHR 3.8 .ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency - n/a Efficiency n/a Heating Input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling ` '0 Btuh TemperatureAse 0 OF Total cooling 0.-Btuh Actual airflow 0 crm Actual airflow 0 cfm .Airflowfactor 0 crmBtuh Airflowfactor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -Fk- Wrightsofta 2023-Oct 1212:2029 <.__•, w.=.��mw„ Right-Stile®Universal 202323.0.03RSU62448 Pagel ...adwaters Rd%500 BroadwatersRd-Manual JSD.rtp Calc=MJ8 Frond Doordaces E Project Summary Job:' 50 Broadwaters Rd 7 Date: 10112123 1st Floor By. Dan Sturman GreenWorks Energy Specialist Inc. Phone:616-967-6969 Email:AJ@HERSra§ng.us Web:HERSrafing,us • • For. 50 Broadwaters Rd,Cutchogue,NY 11935 Notes: I i Weather: MontaukAP,NY US Winter Design Conditions Summer Design Conditions Outside db 19 OF Outside db 82 OF Inside db 72 OF Inside db 75 OF Design TD 54 OF Design TD 7 OF Daily range L Relative humidity 50 % Moisture difference 37 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 26571 Btuh Structure 20924 Btuh Ducts 0 Btuh Duds - 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 1707 Btuh Piping 0 Btuh Equipment load 26571 Btuh Use manufacturer's data n Rate/swing multiplier 0.87 Infiltration Equipment sensible load 19734 Btuh Method Blower door Latent Cooling EquipmentjLoad Sizing Shielding/stories 3(partial)/2 Pressure/ACH/AVF 50 Pa/3.0 T2380 cfm Structure 6057 Btuh Duds 0 Btuh Central vent(0 cfm) 0 Btuh Heat' Coolingg (none) Area(ft=) 2552 2552 Equipment latent load 3057 Btuh Volume(W) 30418 30418 Air changes/hour 0.26 0.11 Equipment Total Load(Sen+Lat) 22791 Btuh Equiv.AVF(din) 130. 58 Req.total capacity at'0.70 SHR 2.3 ton Heating Equipment Summary Cooling Equipment Summary Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R92PA0601317MSA Cond RA1342AJ1 NA AHRI ref 6468402 Coil RCFN-HU4824TU+R801TA100521ZXA AHRI ref 8051308 Efficiency 92AFUE Efficiency 11.5 EER,14 SEER Heating Input 56000 Btuh Sensible cooling 1 29400 Btuh Heating output 52000 Btuh Latentcooling 12600 Btuh Temperature rise 34 OF Total cooling 42000 Btuh Actual airflow 1400 dm Actual airflow 1400 cfrn Airflowfador 0.053 cfm/Btuh Airflowfador 0.067 cf-n/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.88 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. 4 -01-1- wriight_soft- 2023-0d-12122029 RigttSute@ Uriversal 2023 23.0.03 RSU62448 Page 2 ..adwaters Rd1500 Broadwaters Rd-Manual JSD.rup Calc=MJ8 FrontDoorfaoes:E Project Summary Job: 50 Broadwaters Rd Date: 10/12/23 2nd Floor By. Dan Shuman GreenWorks.Energy Spegialist-Inc. PhDrne:516-967-6959 Ermil:AJ@HERSraVrg.w Web:HERSrating.us For. 50 Broadwaters Rd,Cutchogue,NY 11935 Notes: Weather IylontaukAP,NY US Winter Design Conditions Summer Design Conditions Outside db 19 OF Outside db 82 `F. Inside db 72 OF -• . Inside db, 75 9F Design TD 54 OF Design TD 7 OF. Daily range L Relative humidity 50 % Moisture difference 37 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Stucture 19511 Btuh Structure 11745 Btuh Ducts 2789 Btuh Ducts 903 Btuh Central vent(0 cfm) '0 Btuh Central vent(0 din) 0. Btuh (none) (none) Humidification 0 Btuh Blower 1707 Btuh Piping 0 Btuh Equipment load 22300 -Ruh- Use manufadurer's data n Rate/swingg multipplier 0.87 Infiltration Eqdipmentsensibleload 12518 Btuh Method Blowerdoor Latent Cooling Equipment Load Sizing Shielding/stories` 3 artial)/2 Pressure/ACM/AVF 50 Pa/3.0 2380 dm Structure - 1035 .Btuh Ducts 58 Btuh Central vent(0 cfm) 0 Btuh Heatingg Coolingg (none), Area(W) 1420 1420 : Equipment latent load 1094 Btuh Volume(f?) 12071 12071 Air changes/tlour 0.46 ; . 0.20 Equipment Total Load(Sen+Lat) 13611 Btuh Equiv AVF(dm) 92 41 Req.total capacity at 0.70 SHR 1.5 ton Heating Equipment Summary CoolingEquipment Summary Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R92PA0601317MSA Cond RA1330A.11 NB AHRI ref 6468402 Coil RCFL-HU3821CU+ROCB-072E04 'Efficiency 92AFUE-' Efficien AHRI ref 7508064 11.5 EER,14SEER Heating input 56000 Btuh Sensiblecy cooling 20860 Btuh Heating output 52000 Btuh Latentcooling 8940 Btuh- Temperature rise 48 OF, Total cooling' 29800 Btuh Actual airflow 993, cfm Actual airflow 993, dm Airflowfactor 0.045 cfmBtuh Airflowfador. 0.079 ckn/Btuh Static pressure 0.50, in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.93 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -F- =Ightsoftl .2023-Oct 12122029 oMk.•, .,.....w••.�w-w., Rigit-Sute®Uriversa1202323.0.03RSU62448 Page ..adwatersRd1500BroadwatersRd-Manual JSD.rup Calc=MJ8•FroniDoorlaceS:E vreenw.orlka Project Summary Job:l 50 Broadwaters Rd 1 Date: 10112123 Bsmt By. Dan Sturman GreenWorks Energy Specialist.inc. Phone:516-967-6959 Email:AJ@HERSrafing.usWeb:HERSrating.us Proj�eqtlnfcirma • For. 50 Broadwaters Rd,Cutchogue,'NY 11935 Notes: E16sign Inform, • Weather: MontaukAP,NY,US Winter Design Conditions Summer Design Conditions Outside db 19 OF Outside db 82 OF Inside db' 72 OF Inside db' 75 OF Design TD 54 'F Design TD 7 OF Daily range L Relative humidity 50 % Moisture difference 37 grAb Heating,Summary Sensible Cooling Equipment Load Sizing Structure 12987 Btuh Structure 3339 Btuh Ducts. 2613 Btuh Ducts 1176 Btuh Central vent(0 cfm) 0 Btuh' Central vent(0 dm) 0 Btuh (none) (none) Humidificatibn 0 Btuh Blower 1707' Btuh Piping 0 Btuh Equipment load 15599 Btuh Use man6facturers data n Rate/sWn multipplier 0:87 Infiltration Equipmensensibleload 5425 Btuh Method Blower door Latent Cooling Equipment,Load Sizing Shielding/stories 3((ppartial)/2 Pressure/ACH/AVF 50 Pa/3.0 T2380 drn Structure f 265 Btuh Ducts 38 Btuh Central vent(0 cfm) 0 Btuh Heat' Coolin (none)' Area(ft) 2552- 255� Equipment latent load 303 Btuh Volume(8') 5104 5104 Air changesmour 0.28 - 0.12 Equipment Total Load(Sen+Lat) 5728 Btuh Equiv AVF(cfm) 24 11 Req.total capacity at 0.70 SHR 0.6 ton Heating Equipment Summary .Cooling Equipment Summary Make Rheem Make Rheem 1 Trade RHEEM Trade RHEEM Model R92PA0401317MSA Cond RA1418WJlNA AHRI ref 6468401 Coil RF1P1821SPANJAB03417 AHRI ref 8636333 I Efficiency 92AFUE Efficiency' 12.2 EER,14 SEER Heating input 42000 Btuh Sensible cooling 12600 Btuh Heating output 39000 Btuh Latent'cooling 5400 Btuh Temperature rise 59 OF. Total cooling 18000 Btuh Actual airflow 600 cfm Actual airflow 600 cfm Airflowfactor 0.038 dm/Btuh Airflowfactor 0.133 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.95 Calculations approved byACCAto meet all requirements'of Manual 8th Ed. Ad- wrightsoft- 2023-Oct-12122029 +�•^^w^w�� _^ Rlgft-Stite@Uriversal202323.0.03RSU62448 Page ..adwaters Rd1500 Broadwaters Rd-Martial JSD.np Calc=MJ8 Front Door faces:E N Level I r room vi Living Room BE th Powder Dining Room Kitchen E. om Pantry i Guest Bath Foyer Laundry Guest Suite Job#: 50 Broadwaters Rd Scale:1 :104 GreenWorks-Energy Specialist Inc. Performed by Dan Sturman for: Page 1 Rght-Sufte@ Universal 2023 50 Broadwaters Rd 23.0.03 RSU62448 Cutchogue,W 11935 Phone:516-967-6959 2023-Oct-12 12:20:43 HERSrafing.us AJ@HERSrafing.us Broadwaters Rd-Manual JSD.nup, N Level 2 Bedroom I B-R1 WIC t BRI Bath Bedroom 2 yHall-2nd ........... BR2 WIC Open to Below BR2/3 Bath B R4 B th BR3 Closet BR4 WIC Bedroom 3 Bedroom 4 Job#: 50 Broadwaters Rd G reenWorks Energy Specialist.Inc. Scale:1 :104 Performed by Dan Sturman for:' Page 2 Flight-Sufte@ Universal 2023 50 Broadwaters Rd 23.0.03 RSU62448 Cutchogue,I NY 11935 Phone:516-967-6959 2023-Oct-12 12:20:44 I HERSrallng.us AJ@HERSrafing.us I ...Broadwaters Rd-Manual JSD.rup N Lower Level • 5 Bar c Bsmt Bath a Lounge Mech s F. Basement :. :,,..,...'. ' k Y. Bsmt Bath 2 torage h. i r Guest Bed s F Mech 2 i i Job#: 50 Broadwaters Rd GreenWorks Energy Specialist Inc. Scale-1 :104 Performed by Dan Sturman for: Page 3 RightSuiteO Universal 2023 50 Broadwaters Rd 23.0.03 RSU62448 Cutchogue,NY 11935 Phone:516-967-6959 2023-Oct-1212:20:44 HERSrating.us AJ@HERSrating.us ..Broadwaters Rd-Manual JSD.rup Duct System Summary Jab: 50 Broadwaters Rd Data: 10/12/23 1st Floor By. Dan Sturman GreenWorlm Energy Specialist Inc. Ptore:516-957-6959 Email:AJ@HERSratirg&s Web:HERSrabngas • • • For. 50 Broadwaters Rd,Cutchogue,NY 11935 Heating Cooling Extemal static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.28 in H2O 0.28 in H2O Available static pressure 0.22 in H2O 0.22 in H2O Supply/return available pressure 0.175/0.045 in H2O 0.175/0.045 in H2O Lowest friction rate 0.064 in/100ft 0.064 in/100ft Actual airflow 1400 ch 1400 clam Total effective length(TEL) 344 ft SupplyBranch Detai'lTable Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (dM) (cfrn) FIR (in) (in) Matt Ln(ft) Ln(ft) Trunk Diring Room h 118 6 2 0.091 4.0 Ox 0 VIFx 17.5 175.0 s12 Foyer h 2728 144 109 0.100 8.0 Ox 0 VIFx 24.8 150.0 st3A GnestBath h 656 35 12 0.089 5.0 Ox0 VIFx 46.8 150.0 st3 GuestStlte h 3077 162 93 0.097 9.0 OxO VIFx 50.3 130.0 st3 tctfen c 1736 53 116 0.083 8.0 Ox 0 VI Fx 46.5 165.0 st2 Kh"n-A c 1736 53 116 0.087 8.0 Ox 0 V1Fx 40.0 160.0 st3 Landry c 557 36 37 0.110 5.0 Ox 0 V1Fx 18.8 140.0 s13 Living Room c 2320 82 155 0.067 9.0 OxO VI Fx 34.3 225.0 st7 Living Roam-A c 2320 82 155 0.065 9.0 Ox 0 VIFx 36.0 235.0 st7 Living Room-B c 2320 82 155 0.064 9.0 Ox 0 VIFx 58.3 215.0 st7 uvirg Roam-c c 2320 82 155 0.064 9.0 Ox 0 VIFx 57.5 215.0 st7 Master Bath h 906 48 17 0.097 6.0 OXO VIFx 20.5 160.0 st2 Master Bedroom h 2211 116 75 0.094 7.0 Ox 0 MR 41.8 145.0 st6A Master Bedroom A h 2211 116 75 0.099 8.0 Ox 0 VIFX 41.8 135.0 St6 Master closet h 837 44 7 0.101 5.0 OxO VIFx 28.0 145.0 st6 Marl Room h 1213 64 19 0.103 6.0 Ox 0 VIFx 5.5 165.0 s13 Parlor h 3056 161 92 0.105 8.0 Ox 0 VIFx 27.0 140.0 st3A Po\Wer h 648 34 8 0.095 5.0 Ox 0 VIFx 9.0 175.0 S12 - wrightsoft- 2023-OcO2122029 ,ti- � s•o n� r« NgltSute®Uriversal 2023 23.0.03 RSU62448 Page i ACCA ...adwatersRd1500BroadwatersRd-MarualJSD,np Calc=MJ8 Front Door faces:E 'SO.Pply Trunk Detail Table Trunk Htg Clg Design Veloc Diam HxW Duct Name Type (Cfm) (dm) FIR (fpm) (in) (in) Material Trunk st2 PeakAVF 745 922 0.064 751 15.0 0 x 0 ShWetl st3 PeakAVF 655 478 0.087 710 13.0 0 x 0 'ShtMel .st3A PeakAVF 305 201 0.100 690 9.0 0 x 0 ShtMetl st3 st7 PeakAVF 327 621 0.064 674 13.0 0 x 0 ShtMetl st2 st6A PeakAVF 116 75 0.094 436 7.0 0 x 0 ShWett st6 st6 PeakAVF 277 158 0.094 627 9.0 0 x 0 ShtMetl st2 f3rafich s - able Grille Htg Clg TEL Design Veloc Diam HxW Stud/Joist Duct . Name Size(in) (dm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Mal Trunk rb2 Ox0 1400 1400 70.5 0.064 642, 20.0 Ox 0 VIFx Wrightsoft- 2023-Oct 12122029 RigFt-Sute®Udversa1202323.0.03RSU62448 Page �+ ...adwdtersRdt500BroadvoatersRd-MarualJSD.rup Calc=MJB FrorlDoorraces E �g�ganwop&�. Duct$ stem Summa Job: 50 Broadwaters Rd Y rY Date: 10/12/23 2nd Floor By. Dan Sturman %- Or- Phone:516-967-6959 dreenWorks Energy Specialist Inc. - Email:AJ@HERSratirlg.us Web:HERSrating,us Projdct Information For. 50 Broadwaters Rd,Cutchogue,NY 11935 Heating Cooling Bdemal 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 0.135/0.055 in H2O 0.135/0.055 in H2O Lowestfdction rate 0.071 in/100ft- 0.071 in/100ft Actual airflow 993 cfm 993 dm Total effective length(fEL) 267 ft • s : � - • Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (13tuh) (crm) (cfm) FIR (in) (in) Map Ln(it) Ln(ft) Trunk BR1 Bath h 1227 55 19 0.072 6.0 Ox 0 VIFx 27.5 160.0 st413 BR213 Bath h 1217 54 30 0.071 6.0 Ox 0 MFx 39.5 150.0 st5 BR4 Bath h 1073 48 14 0.084 6.0 Ox 0 VIFx 20.5 140.0 sty Bedroom 1 h 2168 97 60 0.086 7.0 Ox 0 MFx 16.5 140.0 st4A Bedroom 1-A h 2168 97 60 0.073 8.0 Ox 0 MFx 34.5 150.0 st4B earimnm 2 c 1957 127 154 0.079 9.0 Ox 0 MFx 31.8 140.0 st4 Bedroom h 2895 129 128 0.078 8.0 Ox 0 MFx 43.0 130.0 sty Bedroom c 2873 128 128 0.078 8.0 OxO MFx 23.8 150.0 st5A Hall-2rd c 1702 86 134 0.079 8.0 Ox 0 VIFX 31.0 140.0 st5A Hall-2rd-A c 1702 86 134 0.094 8.0 Ox 0 MR 13.0 130.0 st4 Hall-2nd-B c 1702 86 134 0.076 8.0 Ox 0 MFx 26.5 150.0 st4A SupplyDetail Table Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (drn) (cfm) FIR (fpm) (in) (in) Material. Trunk st4A PeakAVF 334 273 0.072 613 10.0 0 x 0 ShtMetl s14 st4B PeakAVF 151 79 0.072 433 8.0 0 x 0 ShtMett st4A st4 PeakAVF 548 560 0.072 713 12.0 0 x 0 ShWetl st5 PeakAVF 445 433 0.071 675 11.0 0 x 0 ShWeti st5A PeakAVF 214 262 0.078 592 9.0 0 x 0 ShtMetl sty --wrightsoftl 2023-ort-12122029 �, .W •, h • �•. , RightSute®Uriversal 2023 23.0.03 RSU62448 Page 3 ..adwatersRdt500 Broadwaters Rd-ManraIJSD.np talc=MJB FrontDoorfaces:E Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (C[m) MM) (ft) FR (fpm) (in) (in) Opening(in) Mafl Trunk rb1 Ox 0 993 993 77.3 0.071 630 17.0 Ox 0 VIFx -Fid- wrightsoft, 2023-Oct 12 12:202g •-_� M1ro«mow, RigttSute®Uriversal202323.0.03RSU62448 Page C+� ...adwatersRd\500BroadwatersRd-MaraaIJSD.rnp Calc=MJB Front Door faces:E C � ®�" � Duct System Summary Job: 50 Broadwaters Rd. Date, 10/12/23 BSmt By. Dan Sturman GreenWorks Energy Specialist Inc. Phone:516-967-6959 Email:AJ@HERSra§gasweb:HERSratlng.us . • Inform • For. 50 Broadwaters Rd,Cutchogue,NY 11935 Heating Cooling Bdemal 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 0.134/0.056 in H2O 0.134/0.056 in H2O Lowest friction rate 0.063 in/100ft 0.063 in/100ft Actual airflow 600 cfm 600 cfm Total effective length(TEL) 303 ft Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (Cfm) FIR (in) (in) Mad Ln(ft) Ln(ft) Thank Bar h 3155 121 51 0.065 7.0 Ox 0 VIFx 57.3 150.0 stl B Basement C 835 94 111 0.070 8.0 0x 0 VIFx 61.0 130.0 st1 Basemert-A c 835 94 111 0.082 8.0 Ox0 VIFx 23.5 140.0 stl cuest9ed h 2405 92 63 0.068 8.0 0x0 VIFx 38.3 160.0 stl Lounge c 775 63 103 0.063 8.0 0x0 VIFx 64.0 150.0 stlA Lounge-A c 775 63 103 0.068 8.0 0x0 VIFx 58.0 140.0 stlA Storage h 1885 72 58 0.079 7.0 0x 0 MR 19.8 150.0 stl • • Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (drn) (cfm) FIR (fpm) (in) (in) Material Trunk stl B PeakAVF 121 51 0.065 454 7.0 0 x 0 ShtiVleti stlA stl PeakAVF 600 600 0.063 651 13.0 0 x 0 ShtMeti stlA PeakAVF 248 257 0.063 471 10.0 0 x 0 ShtMetl stl Return Branch Detail Table Grille Htg Cig TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (clm) (ft) FIR (fpm) (in) (in) Opening(in) Mati Trunk rb3 0x 0 600 600 89.3 0.063 489 15.0 Ox 0 VIFx wrightsoft, 2023-Oct 12122029 nrn.s•,n«w.ium ��, , gglt-Sate@)Uriversal202323.0.03 RSU62448 Page ..adwaters Rd1500 Broadwaters Rd-Manual JSD.r p Calc=MA Front Door faces:E Static Pressure and-Friction Rate ; -. . , Job: 50 Broadwaters Rd Data: 10/12123 1st Floor V By. Dan Sturman ® GreenWorks Energy Specialist Inc. Phone:516-967-6959 Email:AJ@HERSrating.is Web:HERSratirgm Project Information For. 50 Broadwaters Rd,Cutchogue,NY 11935 AvailablePressure Heating Cooling (in H2O) (in H2O) EAemal static pressure 0.50 0.50 Pressure losses Coil 0.07 0.07 Heat exchanger 0.05 0.05 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.07 0.07 Humidifier 0 0 Balancing damper 0.03 0.03 Other device 0 0 Available static pressure 0.22 0.22 ' e • Supply Return (ft) 00 Measured length of run-out 6 .11 Measured length of trunk' 52 Q Equivalent length of fittings 215 60 Total length 273 71 Total effective length 344 Friction Heating Cooling (in/100ft) (in/10M) Supply Ducts 0.064 OK 0.064 OK Return Duds 0.064 OK 0.064 OK • EqUivalent, • Detafls 4AD=60,2A0=35,9l1=85,1A=35:TotalEL--215 Return 6M=20,5D=40:TotalEL=60 4�- wrightsoft, 2023-oa t2 t2:2o29 Right-Sute®Uriversal202323.0.03RSU62446 Pagel ACC ...adwaters Rd1500 Broadwaters Rd-Marwal JSD.nQ Calc=MA Front Door faces E old'Inworki Static Pressure and Friction Rate J� 1012/23 aters Rd _ Date: 10/12/23 2nd Floor By. Dan Sturman GreenWorks Energy SNecialist'lnc. Phone:516-967-6959 Email:AJ@HERSratirgm Web:HERSratin m Project • • For. 50 Broadwaters Rd,Cutchogue,W 11935 Heating Cooling (in H2O) (in H2O) External static pressure 0.50 0.50 Pressure losses Coil 0.07 0.07 Heat exchanger 0.05 0.05 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0.03 0.03 Other device 0 0 Available static pressure 0.19 0.19 Total, • Supply Return (it) (ft) Measured length of run-out 31 17 Measured length of trunk 9 0 Equivalent length of fittings 150 60 Total length 190 77 Total effective length 267 Friction, Rate Heating Cooling (in/100ft) (in/1001t) Supply Ducts 0.071 OK 0.071 OK Return Ducts 0.071 OK 0.071 OK Fitting E,quivalent-Letigth Details Supply 4AD=60,2A2=55,1A--35:TotalEL=150 Return 6M=20,5D=40:TotalF1=60 -F - wrightsoft, 2023-oa 1212:2029 NgltSute@Uriversal202323.0.03RSU62448 Page 2 ACICA ...adwatersR&900BroadwatersRd-Manual JSD.np Calc=MJB Frord Door faces:E erleenwoik':�. Static Pressure and Friction Rate Job: 50 Broadwaters Rd Date: 10/12123 Bsmt By. Dan Sturman GreenWorks Energy Specialist Inc. Phone:516-967-6959 Email:AJ@HERSratirg.ts Web:HERSrating.is •rQjecf In • • For: 50 Broadwaters Rd,Cutchogue,IVY 11935 Available Heating Cooling (in H2O) (in H2O) External static pressure 0.50 0.50 Pressure losses coil 0.07 0.07 Heat exchanger 0.05 0.05 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0.03 0.03 Other device 0 0 Available static pressure 0.19 0.19 e Supply Return (ft) (ft) Measured length of run-out 31 29 Measured length of trunk 34 0 Equivalent length of fittings 150 60 Total length 214 89 Total effective length 303 Friction Heating Cooling (ird1f)0ft� (inE100ft) Supply Duds 0.063 OK 0.063 OK Return Duds 0.063 OK 0.063 OK Fitting Equivalent LengthDetails 4AD=60,2A1=45,12J1=10,1A=35:TotalEL=150 Return 6M=20,5D=40:TotalEL=60 Wrightsoft- 2023-Oct 12122029 Arm +•:«, �„�•,. Rigf#-Sute@Uriversal202323.0.03RSU62448 Page ..adwatersRdl500 Broadwaters Rd-MarualJSD.rtp Calc=MJ8 Front Door faces:E Gjrnenworks.GreenWorks Energy Specialist Inc. 77 MUNS, `\ 51 Avery Rd, Woodbury NY 11797 Certified 516-967-6959 Specialist00 To whom it may concern: 06/06/2024 I,AJ Afkham, a certified IECC/BERS Compliance Specialist,Resnet #2946623, and ICC#9517146,was hired as a third-parry verifier to perform a blower door test for a family Home at the residence 500 Broadwaters Rd, Cutchougue W for MCC 2018 Code compliance(IECC 18 Env. Leakage). On June 05,2024 I conducted a Multi-Point Blower Doo est, and the Blo Door numbers are well within the NY IECC 18 v(i.3 ..ACI50). test Report and a photo of the house during the test are part of thi etter. Please don't hesitate to get in touch with me with any questions. AJ Afkham ' GreenWorks Energy Specialist,ecialist Inc. t r 516-967-6959 AJ@HERSrating.us "` Envelope Leakage Test Testing Company: Technician: Name: GreenWorks Energy Specialist Inc. Name: AJ Afkham Address: 51 Avery Rd Credentials: RESNET Certificate#2946623 Woodbury , NY 11797 Email: AJ@HERSrating.us Phone: 516-967-6959 HERSrating.us Building Information: Customer Information: Project ID: 500 Broadwaters Rd, Cutchogue Name: Address: 500 Broadwaters Rd Address: 500 Broadwaters Rd Cutchogue, NY 11935 Cutchogue, NY 11935 Geo-Tag Data: Latitude:41.011133 Longitude: -72.449001 Ti m esta m p: 2024-06-05 11:49:41 Measured Leakage: 1.31 ACH50 Leakage Target: 3.00 ACH50 Compliance with Leakage Target: Pass Test ID: Envelope Infiltration Test Final Purpose of Test: NY IECC 18 Env. Leakage Measured CFM50: 1,559.5 (+/- 1.4%) Effective Leakage Area: 76.7 in Building Volume: 71,164.0 ft3 Enclosure Surface Area: 0.0 ft2 Coefficient(C): 103.4 (+/-9.2%) Exponent(n): 0.694 (+/-0.026) Correlation Coefficient: 0.99931 Test Standard: ASTM E779 (single mode) Test Mode: Depressurize Test Characteristics: Pre Indoor Temp: 73 OF Post Indoor Temp: 73 OF Pre Outdoor Temp: 70 OF Post Outdoor Temp: 71 OF Altitude: 20.0 ft Time Average Period: 30 seconds Test Date and Time: 2024-06-05 11:51:51 2000•- i o Depressurize Y 700 rn 500 __.._ _ ... 300 i. 200. .. I 4 5 6 7 8 910 20 30 40 50 6070 Building Pressure(Pa) Envelope Leakage Test Test Readings: Target (a Bldg(a Adj BIdg�F� Fan (Pa) Flow (cFm Config Baseline 0.2 -60.0 -59.4 -59.3 -95.1 1,751.5 Ring A -54.0 -54.4 -54.3 -84.3 1,651.7 Ring A -48.0 -48.4 -48.4 -70.8 1,517.5 Ring A -42.0 -41.9 -41.8 -58.3 1,380.6 Ring A -36.0 -36.1 -36.0 -47.8 1,252.6 Ring A -30.0 -29.7 -29.6 -34.3 1,066.0 Ring A -24.0 -23.5 -23.5 -26.6 941.8 Ring A -18.0 -16.4 -16.3 -143.6 711.0 Ring B Baseline -0.3 Test Equipment: Flow Device: Model 3 110V Fan Pressure Gauge: DG1000 Serial#: 11725 Calibration Date: 2022-06-16 Deviations from Standard: • None Comments: None Report by TEC Auto Test 1.9.1 (8), ©2023 The Energy Conservatory, Inc. Page 2 of 2 50 veen.worka Manual S Compliance Report Jab:Date: 10/12123 tern Rd 2123 1st Floor By. Dan Sturman UovGreenWorks Energy Specialist Inc. Phore:516-967-6959 Email:AJ@HERSraVrg.is Web:HERSrating.us Project • • For 50 Broadwaters Rd,Cutchogue,NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 82.2°F Sensible gain: 22630 Btuh Entering coil DB: 76.1'F Outdoor design WB: 72.0°F Latent gain: 3057 Btuh Entering coil WB: 62.9°F Indoor design DB: 75.0'F Total gain: 25687 Ruh Indoor RH: 50% Estimated airflow. 1400 cfrn Manufacturer's Performance Data at Actual Design Conditions Equipment type: SplitAC Manufacturer. Rheem Model: RA1342AJ1NA+RCFN-HU4824TU+R801TA100521ZXA Actual airflow: 1400 cfm Sensible capacity: 29400 131uh 130%of load Latent capacity: 12600 Btuh 412%of load Total capacity: 42000 Btuh 164%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 18.5'F Heat loss: 26571 Btuh Entering coil DB: 72.0'F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer. Rheem Model: R92PA0601317MSA Actual airflow: 1400 cfm Output capacity: 52000 Btuh 196%of load Temp.rise: 50 OF Meets all requirements ofACCA Manual S. * w0ghtsoft, 2023-Oct 1212:2029 Aik„ . n,. m ,�m�,. RigFtSute@Uriversal202323.0.03RSU62448 Pagel '� ..adwaters Rd1500 Broadwaters Rd-Manal JSD.rup Calc=MJ8 Front Door faces:E C�eenWia��$ Manual S Compliance Report dab: s0 ters Rd Date: 10/121232/23 2nd door By. Dan Shuman j GreenWorks Energy Specialist Inc. Phore:516-967-6959 Email:M@HERSrating.us Web:HERSratirg.Le Project • • For. 50 Broadwaters Rd,Cutchogue,NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 82.2°F Sensible gain: 14355 Btuh Entering coil DB: 76.6'F Outdoor design WB: 72.0°F Latent gain: 1094 Btuh Entering coil WB: 63.1°F Indoor design DB: 75.0°F Total gain: 15449 Btuh Indoor RH: 50% Estimated airflow. 993 dm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer. Rheem Model: RA1330A,11NB+RCFL-HU3821CU+ROCB-072E04 Actual airflow 993 cfm Sensible capacity. 20860 Btuh 145%of load Latent capacity: 8940 Btuh 818%of load Total capacity. 29800 Btuh 193%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 18.5°F Heat loss: 22300 Btuh Entering coil DB: 72.0°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Rheem Model: R92PA0601317MSA Actual airflow. 993 cfm Output capacity. 52000 Btuh 233%of load Temp.rise: 50 'F Meets all requirements ofACCA Manual S. A, wr•ightMs ofW z023-Oct 1212:2029 MRRgHSute®Uriversa1202323.0.03RSU62448 Page awaers roawaersRd-Manual JSD.rnp Calc=MJ8 Front Door faces:E ,tQenWorks Manual S Compliance Report Job: 50 Broadwaters Rd Date: 10/12/23 BSmt By. Dan Sturman GreenWorks Energy Specialist Inc. aor Phone:516-967-6959 Email:AJ@HERSrating.us Web:HERSrating.ts Project Information For. 50 Broadwaters Rd,Cutchogue,NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 82.2°F Sensible gain: 6221 Btuh Entering coil DB: 77.8'F Outdoor design WB: 72.0°F Latent gain: 303 Btuh Entering coil WB: 63.5°F Indoor design DB: 75.0'F Total gain: 6524 Btuh Indoor RH: 50% Estimated airflow: 600 cfrrr Manufacturer's Performance Data at Actual Design Conditions Equipment type: SplitAC Manufacturer. Rheem Model: RA1418WJ1 NA+RF1 P1821 SPANJAB03417 Actual airflow: 600 cfin Sensible capacity: 12600 Btuh 203%ofload Latent capacity: 5400 Btuh 1783%of load Total capacity: 18000 Btuh 276%ofload SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 18.5°F Heat loss: 15599 Btuh Entering coil DB: 71.9'F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Gas furnace Manufacturer: Rheem Model: R92PA0401317MSA Actual airflow. 600 cfm Output capacity. 39000 Btuh 250%ofload Temp.rise: 50 'F Meets all requirements ofACCA Manual S. wrightsoft, 2023-od 12122029 A. eanµ•re w wtm»r�mrcr. RigkSute®Universal 202323.0.03RSU62448 Page �� .,adwaters Rd1500 Broadxraters Rd-Manual JSD.r p Calo=MJ8 Front Door faces:E ���en19V�rs Load Short Form Jam: 50 Broadwaters Rd Date: 10/12123 Entire House By. Dan Sturman GreenWoft Energy Specialist Inc. Phone:516-967-6959 Email:AJ@HERSrating.m Web:HERSrafng-m Project • • For: 50 Broadwaters Rd,Cutchogue,NY 11935 Design Information Htg Clg Infiltration Outside db CF) 19 82 Method Blower door Inside db(°F) 72 75 Shielding/stories 3(partial)/2 Design TD('F) 54 7 Pressure/ACH/AVF 50 Pa/3.0/2380 cfm Daily range - L Inside humidity(%) 30 50 Moisture difference(grAb) 24 37 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref. n/a Coil n/a AHRI ref. n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latentcooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual airflow 0 cfin Actual airflow 0 cfm Airflowfactor 0 cfm/Btuh Airflowfactor 0 dmBtuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF CIgAVF (f 12) (Btuh) (Btuh) (cfrn) (cfM) 1st Floor d 2552 26571 20924 1400 1400 2nd Floor d 1420 22300 12649 993 993 Bsmt d 2552 15599 4515 600 600 Entire House d 6524 64470 37039 2993 2993 Other equip loads 0 0 Equip.@ 0.87 RSM 32298 Latent cooling 4453 TOTALS 1 6524 1 64470 36751 1 2993 1 2993 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -�- wrightsoft- 2023-Oct 1212z0z9 RIg1tSUte®Uriversal202323.0.03 RSU62448 Page 1 ..adwatersRd\500BroadwatersRd-MamalJSD.rLp Calc=MA Front Door faces:E 6%eenwork.. Load Short Form Job: 50 Broadwaters Rd Date: 10/12/23 1st Floor By. Dan Sbi rman 'W j Vbsea GreenWorks Energy Specialist Inc. Phore:516-967-6959 Email:AJ@HERSrating.ts Web:HERSratrg.rs Project • • For. 50 Broadwaters Rd,Cutchogue,NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 19 82 Method Blower door Inside db('F) 72 75 Shielding/stories 3(partial)/2 Design TD(OF) 54 7 Pressure/ACH/AVF 50 Pa/3.0/2380 cIrn Daily range - L Inside humidity(%) 30 50 Moisture difference(grAb) 24 37 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R92PA0601317MSA Cond RA1342AJINA AHRI ref 6468402 Coil RCFN-HU4824TU+R801TA100521ZXA AHRI ref 8051308 Efficiency 92AFUE Efficiency 11.5 EER,14 SEER Heating input 56000 Btuh Sensible cooling 29400 Btuh Heating output 52000 Btuh Latent cooling 12600 Btuh Temperature rise 34 OF Total cooling 42000 Btuh Actual airflow 1400 dim Actual airflow 1400 cfm Airflowfactor 0.053 cfmBtuh Airflowfactor 0.067 cfrnBtuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.88 ROOM NAME Area Htg load Clg load Htg AVF CIgAVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Foyer 301 2728 1628 144 109 Parlor 171 3056 1373 161 92 Laundry 79 690 557 36 37 Mud Room 122 1213 280 64 19 Powder 34 648 118 34 8 Guest Suite 208 3077 1396 162 93 Guest Bath 51 656 176 35 12 Pantry 51 0 0 0 0 IGtchen 293 2011 3472 106 232 Dining Room 206 118 26 6 2 Living Room 449 6207 9279 327 621 Master Bedroom 283 4422 2251 233 151 Master Closet 135 837 107 44 7 Master Bath 171 906 261 48 17 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. Wrightsoft°° 2023.Oct 12122029 ANf6NlOwMMa,Ne�ca„p,m RightStite®Uriversa1202323.0.03 RSU62448 Paget ..adwaters RA500 Broadwaters Rd-Mamal JSD.rtp Calc=MJ8 FrorkDoorfaces:E 1 st Floor d 2552 26571 20924 1400 1400 Other equip loads 0 1707 Equip.@ 0.87 RSM 19734 Latent cooling 3057 TOTALS 2552 26571 22791 1400 1400 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrightsofta 2023-Od 121220:29 '► .M.N, ere.cawn Rigft-Stite(DUriversal202323.0.03RSU62446 Page ..adwaters Rd4900 Broadwaters Rd-Marxal JSD.rup Calc=MJ8 Frort Door faces:E e o�e >inwor�� Load Short Form Job: 50 Broadwaters Rd Date: 10/12123 2nd Floor By. Dan Sturman GreenWorks Energy Specialist Inc. Phcrte:516-967-6959 Email:M@HERSrating.ts Web:HERSrating.ts Project • • For. 50 Broadwaters Rd,Cutchogue,NY 11935 Design Information Htg Clg Infiltration Outside db(OF) 19 82 Method Blower door Inside db(OF) 72 75 Shielding/stories 3(partial)/2 Design TD(OF) 54 7 Pressure/ACH/AVF 50 Pa/3.0/2380 cfm Daily range - L Inside humidity(%) 30 50 Moisture difference(grAb) 24 37 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R92PA0601317MSA Cond RA1330AJ1NB AHRI ref 6468402 Coil RCFL-HU3821CU+ROCS-072E04 AHRI ref 7508064 Efficiency 92AFUE Efficiency 11.5 EER,14 SEER Heating input 56000 Btuh Sensible cooling 20860 Btuh Heating output 52000 Btuh Latent cooling 8940 Btuh Temperature rise 48 OF Total cooling 29800 Btuh Actual airflow 993 dm Actual airflow 993 cfm Airflowfactor 0.045 cImBtuh Airflowfactor 0.079 cfmBtuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.93 ROOM NAME Area Htg load Clg load Htg AVF CIgAVF (ft2) (Btuh) (Btuh) (dm) 0m) Bedroom 1 230 4335 1525 193 120 BR1 WIC 47 0 0 0 0 BR1 Bath 49 1227 243 55 19 Bedroom 2 185 2862 1957 127 154 BR2 WIC 39 0 0 0 0 BR2/3 Bath 91 1217 378 54 30 BR3 Closet 39 0 0 0 0 Bedroom 3 173 2895 1631 129 128 Bedroom 4 176 2873 1629 128 128 BR4 Bath 47 1073 178 48 14 BR4 W IC 37 0 0 0 0 Hall-2nd 308 5818 5107 259 401 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -F - wrightsoft, 2023-oa 1212:20:29 . M RigkPage-SUtDOUriversal202323.0.03 RSU62448 4 ..adwatersRdWOBroadwaflersRd-Man9IJSD.nQ Calc=W8 FrontDoorfaces:E 2nd Floor d 1420 22300 12649 993 993 Other equip loads 0 1707 Equip.@ 0.87 RSM 12518 Latent cooling 1094 TOTALS 1420 22300 13611 993 993 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. 2023-Oct 12122029 . . Wrightsoftw RigFt-Sute®Universal 202323.0.03RSU62448 Page ..adwatersRdl500BroadwatersRd-Manual JSD.np Calc=MJ8 Front Door faces:E Load Short Form Job: 50 Broadwaters Rd Date: 10/12/23 Bsmt By. Dan Sturman GreenWorks Energy Specialist Inc. Phone:516-967-6959 Email:AJ@HERSrating.us Web:HERSratirg.ts • ect Information For. 50 Broadwaters Rd,Cutchogue,NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 19 82 Method Blower door Inside db(°F) 72 75 Shielding/stories 3(partial)/2 Design TD(°F) 54 7 Pressure/ACH/AVF 50 Pa/3.0/2380 dm Daily range - L Inside humidity(%) 30 50 Moisture difference(grAb) 24 37 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R92PA0401317MSA Cond RA1418WJl NA AHRI ref 6468401 Coil RF1P1821SPANJABO3417 AHRI ref 8636333 Efficiency 92AFUE Efficiency 12.2 EER,14 SEER Heating input 42000 Btuh Sensible cooling 12600 Btuh Heating output 39000 Btuh Latent cooling 5400 Btuh Temperature rise 59 OF Total cooling 18000 Btuh Actual airflow 600 dm Actual airflow 600 dm Airflowfactor 0.038 dm/Btuh Airflowfactor 0.133 cfmBtuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.95 ROOM NAME Area Htg load Clg load Htg AVF CIgAVF (fV) (Btuh) (Btuh) (dm) (dm) Bar 248 3155 384 121 51 Bsmt Bath 75 0 0 0 0 Mech 72 0 0 0 0 Storage 156 1885 438 72 58 Mech 2 187 0 0 0 0 Guest Bed 248 2405 473 92 63 Bsmt Bath 2 53 0 0 0 0 Lounge 572 3282 1550 126 206 Basement 941 4872 1670 187 222 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. - - wrightsoft- 2023-oct 12122029 Right-Site@ Uriversal 2023 23.0.03 RSU62448 Page 6 �� ..adwaters Rd1500 Broadwaters Rd-Marl JSD.np Calc=MJ8 Front Dcorfaces:E Bsmt d 2552 15599 4515 600 600 Other equip loads 0 1707 Equip.@ 0.87 RSM 5425 Latent cooling 303 TOTALS 2552 15599 5728 600 600 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrightsoftw 2023-od 1212:202g NgN-SUte®Uriversa12023 23.0.03 RSU62448 Page 7 ...adwaters Rd1500 Broadwaters Rd-Manual JSD.rp Calc=MA Front Doorfaoes-.E C,TeenWoor,s: BuildingAnalysis Job: 50 Broadwaters Rd y Date: 10/12/23 Entire House By. Dan Sturman a GreenWorks Energy Specialist Inc. Phone:516-967-6959 Email:N&ERSratirg.is Web:HERSrating.is Project • • For. 50 Broadwaters Rd,Cutchogue,NY 11935 Design Conditions Location: Indoor: Heating Cooling MontaukAP,NY,US Indoor temperature(°F) 72 75 Elevation: 7 ft Design TD(°F) 54 7 Latitude: 41 ON Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(grAb) 23.7 37.0 Dry bulb(OF) 19 82 Infiltration: Daily range °F) - 12 ( L ) Method Blower door Wet bulb(° - 72 Shielding/stories 3(partial)/2 Wind speed(mph) 15.0 7.5 Pressure/ACH/AVF 50 Pa/3.0/2380 cfm Component Btuh/112 Btuh %of load Walls 3.5 21064 32.7 ucts Glazing 16.1 14058 21.8 Doors 20.9 1502 2.3 wall Ceilings 1.9 4949 7.7 nfiltration Floors 1.2 3011 4.7 Infiltration 2.7 14484 22.5 Duds 5402 8.4 Piping 0 0 Humidification 0 0 Floors Ventilation 0 0 Ceilings Adjustments 0 Glazing Doors Total 64470 100.0 Component Btuh/tz Ruh %of load Walls 0.5 3161 8.5 Walls Glazing 23.5 20551 55.5 ntemal Gains Doors 8.8 635 1.7 Ceilings 0.5 1262 3.4 . A,. Floors 0.0 1 0.0 Infiltration 0.2 867 2.3 v'`3 ucts Duds 2022 5.5 Ventilation 0 0 Infiltration Internal gains 8540 23.1 Ceilings Blower 0 0 Glazing Other Adjustments 0 Total 1 37039 100.0 Latent Cooling Load=4453 Btuh Overall U-value=0.146 Btuh/fl?-°F, Window/FloorArea=13A% Data entries checked. - - wrigffitsofCm 2023.Oot 12122029 .�- °-��,^ •,�-,^, Right-Sute®Uriversal 2023 23.0.03 RSU62448 Page 1 ACCK ..adwatersRM500BroadwatersRd-Manual JSD.np Cale=" FrortDo°rfaces:E GreenWor/rs: BuildingAnalysis Job: 50 Broadwaters Rd Y Date: 10112123 Al 1st Floor By. Dan Sturman GreenWorks Energy Specialist Inc. Phore:516-967-6959 Email:AJ@HERSrating.rs Web:HERSrating.is Project • • For. 50 Broadwaters Rd,Cutchogue,NY 11935 Design Conditions Location: Indoor. Heating Cooling MontaukAP,NY,US Indoor temperature(°F) 72 75 Elevation: 7 ft Design TD(°F) 54 7 Latitude: 41°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(grAb) 23.7 37.0 Dry bulb(°F) 19 82 Infiltration: Dal ly range °F) - 12 ( L ) Method Blower door Wet bulb(° - 72 Shielding/stories 3(partial)/2 Wind speed(mph) 15.0 7.5 Pressure/ACH/AVF 50 Pa/3.0/2380 crm • Component Btuh/ft2 Btuh %of load Walls 3.5 7900 29.7 Glazing 16.1 7316 27.5 Doors 20.9 1502 5.7 Walls nfiltration Ceilings 1.9 2199 8.3 Floors 0 0 0 Infiltration 2.7 7654 28.8 Ducts 0 0 Piping 0 0 Humidification 0 0 =`z=' Ceilings Ventilation 0 0 Adjustments 0 GlazingDoors Total 26571 100.0 Component Btuh/V Btuh %of load Walls 0.7 1683 7.4 Walls lower Glazing 26.4 12047 53.2 Doors 8.8 635 2.8 Ceilings 0.5 561 2.5 ntemal Gains Floors 0 0 0 Infiltration 02 458 2.0 Ducts 0 0 Ventilation 0 0 Internal gains 5540 24.5 Glazing Infiltration Blower 1707 7.5 Doors Ceilings Adjustments 0 Total 22630 100.0 Latent Cooling Load=3057 Btuh Overall U-value=0.196 BtuhAt2217, Window/FloorArea=17.9% Data entries checked. =iightSOft- 2023-Oct 12122029 ACCA ^MR.N a« ^r NgitSute®Uriversal 2023 23.0.03 RSU62448 Page 2 ..adwatersRd%500BroadwatersRd-MartalJSD.np Cale=UZ Front Door faces:E BuildingAnalysis Job: 50 Broadwaters Rd y Date: 10N2/23 2nd Floor By. Dan Sturman GreenWorks Energy Specialist Inc. Phore:516-967-6959 Email:AJ@HERSrating.rs Web:HERSratirg.rs Project • • For. 50 Broadwaters Rd,Cutchogue,NY 11935 Design Conditions Location: Indoor: Heating Cooling MontaukAP,NY,US Indoor temperature(°F) 72 75 Elevation: 7 ft Design TD(°F) 54 7 Latitude: 41°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 23.7 37.0 Dry bulb(°F) 19 82 Infiltration: Daily range(°F) - 12 ( L ) Method Blower door Wet bulb(° ) - 72 Shielding/stories 3(partial)/2 Wind speed(mph) 15.0 7.5 Pressure/ACH/AVF 50 Pa 13.0/2380 cfm Component Btuh/fl? Btuh %of load Walls 3.5 5700 25.6 Ducts Glazing 16.1 5615 25.2 Walls Doors 0 0 0 Ceilings 1.9 2750 12.3 Floors 1.9 7 0.0 Infiltration 2.7 5438 24.4 Infiltration Ducts 2789 12.5 Piping 0 0 Humidification 0 0 Ventilation 0 0 Glazing other Adjustments 0 Ceilings Total 22300 100.0 • • • Component Btuh/ft2 Btuh %of load Walls 0.7 1215 8.5 Wall lower Glazing 24.9 8703 60.6 Doors 0 0 0 ntemal Gains Ceilings 0.5 701 4.9 Floors 0.2 1 0.0 ucts " Infiltration 0.2 325 2.3 nfiltration'- other Duds 903 6.3 Ventilation 0 0 "` rk¢;' Ceilings Internal gains 800 5.6 f . tr.,, Blower 1707 11.9 Glazing Adjustrnents 0 Total 143651 100.0 Latent Cooling Load=1094 Btuh Overall U-value=0.230 Btuh/ft2--°F, Window/FloorArea=24.6% Data entries checked. -F4d' wrightsoft- 2023-Oct-12122029 A ^• Rigit-Srite®Uriversal 2023 23.0.03 RSU62448 Page 3 9 ...adwaters Rd1500 Broadwaters Rd-Martial JSD.rtp Calc=MJS Front Door faces:E ���o~nWmr�s Building Ana Job: 50 Broadwaters Rd g YSIS Date: 10/12/23 85117t By. Dan Sturman ® GreenWorks Energy Specialist Inc. Pfnne:516-967 6959 Email:AJ@HERSrating.rs Web:HERSrating.rs Project • • For. 50 Broadwaters Rd,Cutchogue,NY 11935 :Design Conditions Location: Indoor: Heating Cooling MontaukAP,NY,US Indoor temperature(°F) 72 75 Elevation: 7 ft Design TD(T) 54 7 Latitude: 41°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(grab) 23.7 37.0 Dry bulb(°F) 19 82 Infiltration: Daily range °F) - 12 ( L ) Method Blower door Wet bulb(°F� - 72 Shielding/stories 3(partial)/2 Wind speed(mph) 15.0 7.6 Pressure/ACH/AVF 50 Pa/3.0/2380 crm Component Btuh/ftz Btuh %of load Walls 3.6 7465 47.9 Glazing 16.1 1127 7.2 ucts Doors 0 0 0 Ceilings 0 0 0 Floors 1.2 3004 19.3 Infiltration Infiltration 2.7 1392 8.9 wall Duds 2613 16.7 Piping 0 0 Humidification 0 0 Floors Ventilation 0 0 All Adjustirents 0 Glazing Total 15599 100.0 Component Btuh/ft' Btuh %of load Walls 0.1 264 4.2 Walls Glazing 11.3 792 12.7 Glazin Doors 0 0 0 Blower Ceilings 0 0 0 Other Floors 0 0 0 Infiltration 0.2 83 1.3 Ducts 1176 18.9 Ducts Ventilation 0 0 Internal gains 2200 35.4 Blower 1707 27.4 Adjustments 0 Intemal Gains Total 6221 100.0 Latent Cooling Load=303 Btuh Overall U-value=0.043 Btuh/ft2--°F, Window/FloorArea=2.8% WARNING:window to floor area ratio=2.8%-less than 5%. AA- wrightsoft, 2023-od 12122029 ^M. Rw •�,b-�m�m Rigtt-Safe®Uriversal202323.0.03RSU62448 Page +� ..edwaters WHO Broadwaters Rd-Manual JSD.np Calc=9% Front Door faces:E GQeenWorks Project Summary Job: 50 Broadwaters Rd Date: 10/12/23 Entire House By. Dan Sturman GreenWorks Energy Specialist Inc. Phone:516-967-6959 Email:AJ@HERSratirg.us Web:HERSrali g.us Proiect Information For. 50 Broadwaters Rd,Cutchogue,NY 11935 Notes: Design Information Weather. MontaukAP,NY,US Winter Design Conditions Summer Design Conditions Outside db 19 OF Outside db 82 OF Inside db 72 OF Inside db 75 OF Design TD 54 OF Design TD 7 OF Daily range L Relative humidity 50 % Moisture difference 37 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 59068 Btuh Structure 35017 Btuh Duds 5402 Btuh Duds 2022 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 dm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 64470 Btuh Use manufacturer's data n Rate/swingg multiplier 0.87 Infiltration Equipment sensible load 32298 Btuh Method Blowerdoor Latent Cooling Equipment Load Sizing Shielding/stories 3 artial)/2 Pressure/ACH/AVF 50 Pa/3.0 2380 cfm Structure 4357 Btuh Ducts 96 Btuh Central vent(0 cfm) 0 Btuh Heat' Coolingg Area(ftl) 6524 6524 Equipment latent load 4453 Btuh Volume(f!3) 47593 47593 Air changes/hour 0.31 0.14 Equipment Total Load(Sen+Lat) 36751 Btuh Equiv AVF(dm) 246 109 Req.total capacity at 0.70 SHR 3.8 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual airflow 0 crm Actual airflow 0 crm Airflowfactor 0 crm/Btuh Airflowfactor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -Fk- ! ri! htsoft- 2023-Oct 12122029 �m- RigkSute®universal 2023 23.0.03 RSU62448 Page 1 ACak adwaters WHO BroadwatersRd-Manual JSD.rnp Calc=MJ8 FrontDoorfaces:E Project Summary Job: 50 Broadwaters Rd 1 Date: 10/12123 1st Floor By. Dan Sturman GreenWorks Energy Specialist Inc. Pfnre:516-967-6959 Email:AJ@HERSrating.ts Web:HERSrating.rs Project • • For: 50 Broadwaters Rd,Cutchogue,NY 11935 Notes: Design Information Weather. MontaukAP,NY,US Winter Design Conditions Summer Design Conditions Outside db 19 OF Outside db 82 OF Inside db 72 OF Inside db 75 OF Design TD 54 OF Design TD 7 OF Daily range L Relative humidity 50 % Moisture difference 37 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 26571 Btuh Structure 20924 Btuh Duds 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 ctrn) 0 Btuh (none) (none) Humidification 0 Btuh Blower 1707 Btuh Piping 0 Btuh Equipment load 26571 Btuh Use manufacturer's data n Rate/swingg multiplier 0.87 Infiltration Equipmer>}sensible load 19734 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/ACH/AVF 50 Pa/3.0 T2380 dm Structure 3057 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling552 (none) Area(ttz) 2552 2 Equipment latent load 3057 Btuh Volume(it') 30418 30418 Airchanges/hour 0.26 0.11 Equipment Total Load(Sen+Lat) 22791 Btuh Equiv AVF(dm) 130 58 Req.total capacity at 0.70 SHR 2.3 ton Heating Equipment Summary Cooling Equipment Summary Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R92PA0601317MSA Cond RA1342AJ1 NA AHRI ref 6468402 Coil RCFN-HU4824TU+R801TA100521ZXA AHRI ref 8051308 Efficiency 92AFUE Efficiency 11.5 EER,14 SEER Heating input 56000 Btuh Sensible cooling 29400 Btuh Heating output 52000 Btuh Latent cooling 12600 Btuh Temperature rise 34 OF Total cooling 42000 Btuh Actual airflow 1400 cfm Actual airflow 1400 cfm Airflowfactor 0.053 cfmBtuh Airflowfador 0.067 cfmBtuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.88 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -Fk- ! iJa r cy t- 2023-Oct 12122029 AQ= Rigtt-Sdte®Uriversal2023 23.0.03 RSU62448 Page 2 ..adwatersRd1.500BroadwatersRd-MartolJSD.rtQ Calc=MJ8 FrontDoorfaces:E Gten°�drks. Project Summary Job: 50 Broadwaters Rd ry Date: 10/12123 2nd Floor By. Dan Sturman GreenWorks Energy Specialist Inc. Ptnne:516-967-6959 Email:AJ@HERSrat g.us Web:HERSradrg.ts Project • • For: 50 Broadwaters Rd,Cutchogue,NY 11935 Notes: Design Information Weather: MontaukAP,NY,US Winter Design Conditions Summer Design Conditions Outside db 19 OF Outside db 82 OF Inside db 72 OF Inside db 75 OF Design TD 54 OF Design TD 7 OF Daily range L Relative humidity 50 % Moisture difference 37 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 19511 Btuh Structure 11745 Btuh Ducks 2789 Btuh Duds 903 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 dm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 1707 Btuh Piping 0 Btuh Equipment load 22300 Btuh Use manufacturer's data n Rate/swingg multiplier 0.87 Infiltration Equipmerttsensibleload 12518 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3 artial)/2 Pressure/ACH/AVF 50 Pa/3.0 2380 dm Structure 1035 Btuh Duds 58 Btuh Central vent(0 dm) 0 Btuh He at Coolingg (none) Area(ftz) 1420 1420 Equipment latent load 1094 Btuh Volume(it) 12071 12071 Air changes/hour 0.46 0.20 Equipment Total Load(Sen+Lat) 13611 Btuh Equiv.AVF(dm) 92 41 Req.total capacity at 0.70 SHR 1.5 ton Heating Equipment Summary Cooling Equipment Summary Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R92PA0601317MSA Cond RA1330AJ1 NB AHRI ref 6468402 Coil RCFL-HU3821CU+ROCB-072E04 AHRI ref 7508064 Efficiency 92AFUE Efficiency 11.5 EER,14 SEER Heating Input 56000 Btuh Sensible cooling 20860 Btuh Heating output 52000 Btuh Latent cooling 8940 Btuh Temperature rise 48 OF Total cooling 29800 Btuh Actual airflow 993 cfm Actual airflow 993 dm Air flow factor 0.045 cimBtuh Air flow factor 0.079 cfmBtuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.93 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. - ! Igts�f ® 2023-Oct 12122029 . L RgR-Sdte®Uriversal202323.0.03RSU62448 Page 3 ACM adwatersRd500 Broadwaters Rd-Manual JSD.rtp Calc=MJ8 Front Doorfices:E *tee"�°rks. Pro ect Summall/ Job: 50 Broadwaters Rd 1 Date: 10/12/23 �j Bsmt By. Dan Shuman d GreenWorks Energy Specialist Inc. PFnne:516-967 6959 Email:AJ@HERSra6rg.us Web:HERSratirg.us Project • • For. 50 Broadwaters Rd,Cutchogue,NY 11935 Notes: Desi•n Information Weather MontaukAP,NY,US Winter Design Conditions Summer Design Conditions Outside db 19 OF Outside db 82 OF Inside db 72 OF Inside db 75 OF Design TD 54 OF Design TD 7 OF Daily range L Relative humidity 50 % Moisture difference 37 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 12987 Btuh Structure 3339 Btuh Ducts 2613 Btuh Duds 1176 Btuh Central vent(0 elm) 0 Btuh Central vent(0 ctm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 1707 Btuh Piping 0 Btuh Equipment load 15599 Btuh Use manufacturer's data n Rate/swingg multiplier 0.87 Infiltration Equipme sensible load 5425 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/ACH/AVF 50 Pa/3.0 f 2380 cfim Structure 265 Btuh Ducts 38 Btuh Central vent(0 cfm) 0 Btuh Heat' Cooling (none) Area(fF) 2552 2552 Equipment latent load 303 Btuh Volume(fF) 5104 5104 Airchanges/hour 0.28 0.12 Equipment Total Load(Sen+Lat) 5728 Btuh Equiv AVF(cirn) 24 11 Req.total capacity at 0.70 SHR 0.6 ton Heating Equipment Summary Cooling Equipment Summary Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R92PA0401317MSA Cond RA1418WJ1 NA AHRI ref 6468401 Coll RF1P1821SPANJAB03417 AHRI ref 8636333 Efficiency 92AFUE Efficiency 122 EER,14 SEER Heating Input 42000 Btuh Sensible cooling 12600 Btuh Heating output 39000 Btuh Latent cooling 5400 Btuh Temperature rise 59 OF Total cooling 18000 Btuh Actual airflow 600 cI n Actual airflow 600 cfim Airflowfactor 0.038 cfm/Btuh Airflowfactor 0.133 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.95 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. ,� wrightsoftm 2023-Oct 12122029 ^M =^• •. n, w w M RiglfSute®Uriversal 2023 23.0.03 RSU62448 Page 4 ..adwaters Rd1500 Broadwaters Rd-Manual JSD.rtp Calc=MJ8 Front Door faces:E N Level I F iroom r.77s. 77777�7=77 Wng Room W B,th "UFrlovMder Dining Room Kitchen 2 Rom Pantry Guest Bath Foyer Laundry It Guest Suite -------------------------- ------------------- Job#: 50 Broadwaters Rd GreenWorks Energy Specialist Inc. Scale:1:104 Performed by Dan Sturman for Page I Rght-Suite@ Universal 2023 50 Broadwaters Rd 23.0.03 RSU62448 Cutchogue,NY 11935 Phone:516-967-6959 2023-Oct-12 12:20.43 1 HERSratng.us AJ@HERSrafing.us ...Broadwaters Rd-Manual JSD.rup U. N Level 2 Bedroom 1 BR1 WIC BRI Bath S Bedroom 2 2nd-Hall BR2 WIC Open to Below Hall 2nd BR2/3 Bath 7777,77M 77 BR4 Bath �R3aose& BR4 WIC to Bedroom 3 Bedroom 4 f Job#: 50 Broadwaters Rd GreenWorks Energy Specialist Inc. SGale:1 :104 Performed by Dan Sturman for. Page 2 Rght-Sufte@)Universal 2023 50 Broadwaters Rd 23.0.03 RSU62448 Cutchogue,NY 11935 2023-Oct-1 12:20:44 Phone:516-967-6959 ...Broadwaters Rd 2-Manual JSD.rup HERSrafing.us AJ@HERSrafng.us N Lower Level Bar 5. Bsmt Bath Lounge Mech Basement Bsmt Bath 2 Storage Guest Bed Me ch 2 1� Job#: 50 Broadwaters Rd GreenWorks Energy Specialist Inc. Scale:1 :104 Performed by Dan Sturman for. Page 3 FRight-SuiteO Universal 2023 50 Broad"Paters Rd 23.0.03 RSU62448 Cutchogue,NY 11935 Phone:516-967-6959 2023-Oct-12 12:20:44 HERSratng.us AJ@HERSrafing.us ...Broadwaters Rd-Manual JSD.rup I I C,OceenWorg�s Duct System Summary Job: 50 Bmadwaters Rd Date: 10112/23 1st Floor By. Dan Sturman GreenWorks Energy Specialist Inc. Phore:516-967-6959 Email:AJ@HERSratirg.ts Web:HERSratingiB Project • • For. 50 Broadwaters Rd,Cutchogue,NY 11935 Heating Cooling Bdemal static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.28 in H2O 0.28 in H2O Available static pressure 0.22 in H2O 0.22 in H2O Supply/return available pressure 0.175/0.045 in H2O 0.175/0.045 in H2O Lowest friction rate 0.064 in/100ft 0.064 in/100ft Actual airflow 1400 cfrn 1400 dim Total efective length(TEL) 344 ft SupplyBranch Detail 'Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (chn) 01m) FR (in) (in) Mat! Ln(tt) Ln(tt) Trunk Dirirg Room h 118 6 2 0.091 4.0 Ox 0 VIFx 17.5 175.0 st2 Foyer h 2728 144 109 0.100 8.0 Ox0 VIFX 24.8 150.0 st3A Guest Bath h 656 35 12 0.089 5.0 Ox 0 VI FX 46.8 150.0 st3 GusstSL to h 3077 162 93 0.097 9.0 Ox 0 VIFx 50.3 130.0 st3 Iftaen c 1736 53 116 0.083 8.0 Ox 0 VIFx 46.5 165.0 st2 KkhetrA c 1736 53 116 0.087 8.0 OxO VIFx 40.0 160.0 st3 Lauidry c 557 36 37 0.110 5.0 Ox 0 VIFx 18.8 140.0 st3 Living Room c 2320 82 155 0.067 9.0 Ox 0 VIFx 34.3 225.0 st7 Living Room-A c 2320 82 155 0.065 9.0 Ox 0 VIFx 36.0 235.0 W Living Room-B c 2320 82 155 0.064 9.0 Ox 0 VIFx 58.3 215.0 st7 Living Room-C c 2320 82 155 0.064 9.0 Ox 0 VIFx 57.5 215.0 st7 Master Bath h 906 48 17 0.097 6.0 OX 0 VIFx 20.5 160.0 st2 Master Bedroom h 2211 116 75 0.094 7.0 OX 0 VIFx 41.8 145.0 st6A Master Bedroom•A h 2211 116 75 0.099 8.0 Ox 0 MR 41.8 135.0 st6 Master Closet h 837 44 7 0.101 5.0 OX 0 VI FX 28.0 145.0 st6 Mud Room h 1213 64 19 0.103 6.0 Ox 0 MR 5.5 165.0 st3 Parlor h 3056 161 92 0.105 8.0 Ox 0 VIFx 27.0 140.0 st3A Powder h 648 34 8 0.095 5.0 OX O Wx 9.0 175.0 st2 AL wrightsoft- 2023-Oct 12122029 .......-" -gyp,., Riga-Sute@Uriversal202323.0.03RSU62448 Pagel ...adwaters Rd1500 Broadwaters Rd-Menial JSD.np Calc=MJ8 Front Doortaoes:E SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (crm) (crm) FR 00m) (in) (in) Material Trunk st2 PeakAVF 745 922 0.064 751 15.0 0 x 0 ShWett st3 PeakAVF 655 478 0.087 710 13.0 0 x 0 ShWetl st3A PeakAVF 305 201 0.100 690 9.0 0 x 0 ShtMetl st3 st7 PeakAVF 327 621 0.064 674 13.0 0 x 0 ShWel s12 st6A PeakAVF 116 75 0.094 436 7.0 0 x 0 ShtMetl st6 st6 PeakAVF 277 158 0.094 627 9.0 0 x 0 ShtMeti st2 Return Branch Detail Table Grille Htg Cig TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (dm) (cfm) 00 FR (fpm) (in) (in) Opening(in) Mall Trunk rb2 Ox 0 1400 1400 70.5 0.064 642 20.0 Ox 0 VIFx - - wrightsoft® 2023-Oct 12122029 �� hM0'.Y•!NAiHn NnhavyGmpvy Mgtt Sute@Uriversal202323.0.03RSU62448 Page A ...adwatersRdl500BroadwatersRd-MamaIJSD.rtp Calc=MJ8 Front Door faces:E efeellworks Duct System Summary Job: 50 Broadwaters Rd Date: 10/12/23 2nd Floor IBy. Dan SWrman GreenWorks Energy Specialist Inc. Phone:516-967-6959 Email:AJ@HERSrating.ts Web:HERSraling.is Project Information For. 50 Broadwaters Rd,Cutchogue,NY 11935 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 0.135/0.055 in H2O 0.135/0.055 in H2O Lowest filiction rate 0.071 in/100ft 0.071 in/10011 Actual airflow 993 cfm 993 cfrn Total effective length(TEL) 267 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (crm) (cfm) FIR (in) (in) Mal Ln(ft) Ln(ft) Trunk BR1 Bath h 1227 55 19 0.072 6.0 OxO VIFx 27.5 160.0 st46 BRW Bath h 1217 54 30 0.071 6.0 Ox 0 VIFx 39.5 150.0 St5 BRA Bath h 1073 48 14 0.084 6.0 Ox O VIFx 20.5 140.0 sty Bedroom 1 h 2168 97 60 0.086 7.0 Ox 0 VIFx 16.5 140.0 st4A Bedroom 1-A h 2168 97 60 0.073 8.0 Ox0 VIFx 34.5 150.0 s413 Bedroom 2 c 1957 127 154 0.079 9.0 Ox O VIFx 31.8 140.0 st4 Bedroom 3 h 2895 129 128 0.078 8.0 Ox 0 VIFx 43.0 130.0 sty Bedroom c 2873 128 128 0.078 8.0 Ox0 VIFx 23.8 150.0 st5A Hall-2nd c 1702 86 134 0.079 8.0 Ox0 VIFx 31.0 140.0 st5A Hall-2n1-A c 1702 86 134 0.094 8.0 Ox 0 VI Fx 13.0 130.0 st4 Hall-2nd-B c 1702 86 134 0.076 8.0 Ox0 Wx 26.5 150.0 st4A SupplyDetail Table Trunk Htg Clg Design Meloc Diam H x W Duct Name Type (crm) (dm) FIR (fpm) (in) (in) Material Trunk st4A PeakAVF 334 273 0.072 613 10.0 0 x 0 ShtMetl st4 st4B PeakAVF 151 79 0.072 433 8.0 0 x 0 ShWetl st4A s4 PeakAVF 548 560 0.072 713 12.0 0 x 0 ShtMetl st5 PeakAVF 445 433 0.071 675 11.0 0 x 0 ShWetl st5A PeakAVF 214 262 0.078 592 9.0 0 x 0 ShtMetl st5 Wright:soft- 2023-Oct 12122029 Right-s iteo Universal 2023 23.0.03 RSU62448 Page 3 �+ ...adwatersRdZ00BroadwatersRd-Manual JSD.rRp Calc=MJ8 FrondDoorfaces:E TableReturn Branch Detail Grille Htg Cig TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (Cfm) (Cfm) (ft) FR (fpm) (in) (in) Opening(in) Mal Trunk rb1 Ox 0 993 993 77.3 0.071 630 17.0 0x 0 VIFx -01-- wrigh soft® 2023-Oct 12 12202s i� Rigft-Sdte®Uriversa12G2323.0.03 RSU62448 Page enrtr�•t whw.•wbwy�w•r A ...adwatersRdl500BroadwatersRd-ManaIJSD.np l alc=MJB Front Door faces E Duct System Summary Job: 50 Broadwaters Rd Date: 10/12123 BSmt By. Dan Sturman GreenWorks Energy Specialist Inc. Phone:516-967-6959 Email:AJ@HERSrating.usWeb:HERSratng.us Project Inf• • For: 50 Broadwaters Rd,Cutchogue,NY 11935 Heating Cooling Extemal 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 0.134/0.056 in H2O 0.134/0.056 in H2O Lowest friction rate 0.063 in/10011 0.063 in/100ft Actual airflow 600 afm 600 cfm Total effective length(TEL) 303 ft SupplyDetail Table Htg Cig Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (drn) (ctm) FIR (in) (in) Mal Ln(ft) Ln(ft) Trunk Bar h 3155 121 51 0.065 7.0 OxO VIFx 57.3 150.0 st1 B Basemen c 835 94 111 0.070 8.0 0x0 VIFX 61.0 130.0 st1 easement-A c 835 94 111 0.082 8.0 Ox0 VIFX 23.5 140.0 st1 GustBed h 2405 92 63 0.068 8.0 Ox0 VIFx 38.3 160.0 st1 Louse c 775 63 103 0.063 8.0 OxO VIFx 64.0 150.0 st1A Lounge-A c 775 63 103 0.068 8.0 OxO VIFx 58.0 140.0 st1A Storage h 1885 72 58 0.079 7.0 OXO VIFX 19.8 150.0 st1 SupplyDetail Table Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (drn) FIR Opm) (in) (in) Material Trunk st1B PeakAVF 121 51 0.065 454 7.0 0 x 0 ShtMetl st1A st1 PeakAVF 600 600 0.063 651 13.0 0 x 0 ShtMetl st1A PeakAVF 248 257 0.063 471 10.0 0 x 0 ShtMetl st1 Return Branch Detail Table Grille Htg Cig TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR Qpm) (in) (in) Opening(in) Mat Trunk rb3 0x 0 600 600 89.3 0.063 489 15.0 0x 0 VIFx - wrightsoft® 2023-oc t 12122029 nMR•.• . .,��r w Rigtt-Sute@)Uriversal202323.0.03RSU62448 Page ...adwaters Rd1500 Broadwaters Rd-Manual JSD.rup Calc=MJ8 Front Door faces:E ClreeroWor'ks.. Static Pressure and Friction Rate Job: 50 Broadwaters Rd Date: 10/12/23 1st Floor By. Dan Sturman GreenWorks Energy Specialist Inc. Ptone:616-967-6959 Email:AJ@HERSratingas Web:HERSrating.is Project • • For. 50 Broadwaters Rd,Cutchogue,NY 11935 Available Static Pressure Heating Cooling (in H2O) (in H2O) External static pressure 0.50 0.50 Pressure losses Coil 0.07 0.07 Heat exchanger 0.05 0.05 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.07 0.07 Humidifier 0 0 Balancing damper 0.03 0.03 Other device 0 0 Available static pressure 0.22 0.22 Total • supply Return (ft) (ft) Measured length of run-out 6 11 Measured length of trunk 52 0 Equivalent length of fittings 215 60 Total length 273 71 Total effective length 344 Friction Heating Cooling (in/1001t) (in/100ft) Supply Duds 0.064 OK 0.064 OK Return Duds 0.064 OK 0.064 OK Fitting Equivalent LengthDetails Supply 4AD=60,2A0=35,911=85,1A=35:TotalEL=215 Return 6M=20,5D=40:TotalEL=6O wrightsoft® 2023-Oct 12122029 Rigft-Sdfe@)Uriversal202323.0.03RSU6244B Page ...adwatersW500BroadwatersRd-Manual JSD.rnp Calc=MJ8 Front Door faces:E weenWorks Static Pressure and Friction Rate Job: 50 Broadwaters Rd Date: 10/12123 �j. 2nd Floor By. Dan Sturtnan GreenWorks Energy Specialist Inc. Phone:616-967-6959 Email:AJ@HERSrafing.us Web:HERSratirg.is Project • • For: 50 Broadwaters Rd,Cutchogue,NY 11935 AvailablePressure Heating Cooling (in H2O) (in H2O) External static pressure 0.50 0.50 Pressure losses coil 0.07 0.07 Heat exchanger 0.05 0.05 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0.03 0.03 Other device 0 0 Available static pressure 0.19 0.19 Total Effective Length, supply Return (ft) 01) Measured length of run-out 31 17 Measured length of trunk 9 0 Equivalent length of fittings 150 60 Total length 190 77 Total effective length 267 Friction Heating Cooling (in/100ft) (in/100ft) Supply Duds 0.071 OK 0.071 OK Return Duds 0.071 OK 0.071 OK Fitting Equivalent LengthDetails Supply 4AD=60,2A2=55,1A=35:TotalEL=150 Return 6M=20,5D=40:TotaIEL=60 wrightsoft® 2023-Oct 121220:29 pnmh•,Ba61a.¢,h�. Right-SUte@ Universal 202323.0.03RSU62448 Page !� ...adwaters Rd\500 Broadwaters Rd-Manual JSD.rrp Calc=MA Front Door faces:E Static Pressure and Friction Rate Job: 50 Broadwaters Rd Date: 10/12123 �® Bslmt By. Dan Sturman GreenWorks Energy Specialist Inc. Phone:516-967-6959 Email:N@HERSreting.rs Web:HERSratiry.rs Project • • For. 50 Broadwaters Rd,Cutchogue,W 11935 Available Static Pressure Heating Cooling (in H2O) (in H2O) Extemal static pressure 0.50 0.50 Pressure losses Coil 0.07 0.07 Heat exchanger 0.05 0.05 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0.03 0.03 Other device 0 0 Available static pressure 0.19 0.19 Length,Total Effective Supply Return (ft) (ft) Measured length of run-out 31 29 Measured length of trunk 34 0 Equivalent length of fillings 150 60 Total length 214 89 Total effective length 303 Friction Heating Cooling (in/100ft) (in/100ft) Supply Ducts 0.063 OK 0.063 OK Return Duds 0.063 OK 0.063 OK Fitting Equivalent • D- Supply 4AD=60,2A1=45,12J1=10,1A==35:TotalEL=150 Return 6M=20,5D=40:TotalEL=6O ' wrightsoft® 2023-Oct 12122029 ti nMROh•:MeW..IWMnN P.M Pigtt-Sute@)Uriversal202323.0.03RSU62448 Page 3 /4C ...adwaters WOO BroadwatersRd-Martel JSD.rLp Calc=MJ8 FrontDoorfaces:E 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 1306W-Grade MU 15.00 Floor 0.00 Ceiling / Roof 38.00 Ductwork(unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.30 0.32 Door 0.25 CoolingHeating & Heatif g System: Cooling System: Water Heater: Name: Date: Comments Section J Comments/Assumptions ------------- 303,%A%,-,Manufacturer manuals for Ocomplies :Requirement will be met. 3' P 0Does Not (ERSI mechanical and water heating systems have been provided. ONot Observable 1 EINot Applicable Additional Comments/Assumptions: I I High Impact(Tier 1) Medium impact(Tier 2) Low Impact(Tier 3) Project Title: 50 Broadwaters Rd Report date: 10/12/23 Data filename: Page 9 of 9 . . Project Title: 5OBroadwatersRd Report date: 10/12/23 . ' Project Title: 50 Broadwaters Rd Report date I0/I2/23 Section Plans Verified,. Field Verified w 71 #:.:• Insulation_Inspection,' Complies2 c Comments/Assumptions': &;Req ID71 Value.,• Value; `303:1". '. .,:1All installed insulation is labeled `` `:': '; . ❑Complies Requirement will be met. Does Not orthe installed R-values " %, _ - i "El Does provided. f ; ❑Not Observable ; []Not Applicable ; 402.1.1, ;Wall insulation R-value. If this is a; R- R- ;[]Complies ;See the Envelope Assemblies 402.2.5, !mass wall with at least lh of the i Wood ;❑ Wood ;❑Does Not table for values. 402.2.6 `wall insulation on the wall +❑ Mass ❑ Mass ;❑Not Observable [IN311 exterior the applies(FR10).the exterior insulation requirem Steel ;❑ Steel ❑Not Applicable 303.2 ;Wall insulation is installed per ❑Complies ;Requirement will be met. [IN4]1 manufacturer's instructio ❑Does Not `.I❑Not Observable ;❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) ;[2,1 Medium Impact(Tier 2) 3,;: Low Impact(Tier 3) Project Title: 50 Broadwaters Rd Report date: 10/12/23 Data filename: Page 6 of 9 'Section Plans'�/erified_ ;:;Field Verified;`: : Compiles, '• Framing/Rough-In'Inspectron t ?., Comments/Assumptions. & RegID f Value' Value 403:3 7u ' Ducts declared to be within the i :[]Complies ;Requirement will be met. [FR281T,.r,(conditioned space are either 1) ❑Does Not )completely within the continuous =f- �;"n-":` ❑Not Observable I air barrier and within the building thermal envelope, 2) buried : {. 11]Not Applicable ; within ceiling insulation in accordance with Section R403.3.6 and the air handler is a i located completely within the 6 continuous air barrier and within the building thermal envelope ' and the duct leakage is<= 1.5 R a u cfm/100 square feet of I ' "conditioned floor area served b Y ±- _ the duct system,or 3)the ceiling f Insulation R-value installed against and above the insulated duct>=to the proposed ceiling , insulation R-value, less the R- I W1'^h „ ,;N,value of the insulation on the 403- , ;HVAC piping conveying fluids R- R- ;❑Complies ;Requirement will be met. [ER1 '„7]?;.-:A above 105 9F or chilled fluids ;❑Does Not below 55 9F are insulated to aR- ;,,,3 ,❑Not Observable , !❑Not Applicable 403.4.1 !Protection of insulation on HVAC =R".ya ❑Complies ;Requirement will be met. [FR24]1 (piping. ❑Does Not '✓ i - .. i � __ '�• : _;j❑Not Observable f.. ,❑Not Applicable 403.S 3- Hot water pipes are insulated to i R- 1 R- ;❑Complies ;Requirement will be met. [FR18j?a, >R-3. I UDoes Not ;❑Not Observable , ❑Not Applicable 403,6 ;.:.;Automatic or gravity dampers are; ' s s,F. ;❑Complies :Requirement will be met. [FR19F-,` ,I installed on all outdoor air Does Not i intakes and exhausts. �, I 'J❑❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 53'` Low Impact(Tier 3) Project Title: 50 Broadwaters Rd Report date: 10/12/23 Data filename: Page 5 of 9 ection inling-,'/;Mough-lln,.IlnVer Complies 0M1nh6ntS/Assuin0Udhs!,-, 'V i�l 6i ewl� Ik 402.1.1, !Door U-factor. i U_ U_ TIComplies :See the Envelope Assemblies 402.3.4 r T]Does Not table for values. [FRI]' �E]Not Observable 11NOtApplicable 402.1.1 !Glazing U-factor(area-weighted i U_ U_ ;,E]Complies I See the Envelope Assemblies 402.3.1, 1 average). UDoes Not I table for values. 402.33 i[INot Observable 402.5 [FR2]1 :E]Not Applicable 303.1.3 1 U-factors of fenestration product s 111complies Requirement will be met. [FR4]1 fare determined in accordance Does Not with the NFRC test procedure or 46 ;taken from the default table. ,.. flNot Observable ....,E]Not Applicable 402.4.1.1 JAir barrier and thermal barrier X] :Requirement will be met. [FR23]1 installed per manufacturer's Does Not instructions. J 10Not Observable ONot Applici i ble 402.4.3 Fenestration that is not site built OComplies Requirement will be met. [FR20]1 !is listed and labeled as meeting ODoes Not 1AAMA MDMA/CSA 101/l.S.2/A440 or has infiltration rates per NFRC []Not Observable EINot Al MO that do not exceed code pp(cable himits. recessed lighting fixtures :Requirement will be met. sealed at housing/interior finish Does Not -!,., and labeled to indicate .!.-2.0 cfm Observable leakage at ❑75 Pa. Not Appl Ica ble 7- 403.3.1 ISupply and return ducts in attics '�[]Complies :Requirement will be met. ' [FR12]1 I insulated >= R-8 where duct is 0Does Not I>=3 inches in diameter and >= 111-6 where< 3 inches. Supply and ONot Observable return ducts in other portions of A_v,ONot Applicable ;the building Insulated>= R-6 for �diameter>= 3 inches and R-4.2 Ifor< 3 inches in diameter. V. UComplies ;Requirement will be met. 403.3.2 Ducts,air handlers and filter ff [FR13]1 boxes are sealed with 111Does Not !joints/seams compliant with _Y International mechanical Code or ��[]Not Observable International Residential Code,as Not Applicable �applicable. .j ViCIC15-`," Building cavities are not used as omplies Requirement will be met. 3"' ducts or plenums. ElDoes Not oz. IV "[]Not Observable Not Applicable 1 High Impact(Tier 1) Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: 50 Broadwaters Rd Report date: 10/12/23 Data filename: Page 4 of 9 ±Section a - PI ns er'fie _r#.: Foundation`Ins "ect�on .: p =Complies. Comments/Assum tions'' &`RegaO; Value. :,r.'; Value P 402.1.1 ;Conditioned basement wall" 1 R- R- ;❑Complies ;See the Envelope Assemblies [F04]1 f insulation R-value.Where interior R_ R- ;❑Does Not table for values. insulation is used,verification may need to occur during ; ❑Not Observable Insulation Inspection.Not ;❑Not Applicable ; required in warm-humid locations; =in Climate Zone 3. 303.2 lConditioned basement wall ❑Complies ;Requirement will be met. [F05]1 ;insulation installed per ❑Does Not manufacturer's instructions. # ==t '❑Not Observable ; []Not Applicable ; 402.2.9 !Conditioned basement wall ft ft []Complies ;See the Envelope Assemblies [F06]1 {insulation depth of burial or I❑Does Not ;table for values. ;distance from top of wall. I I ;❑Not Observable ; ❑Not Applicable `A protective covering is installed '. '`'_ - j❑Complies ,Requirement will be met. ;,,, I [F011]xto protect exposed exterior Not insulation and extends a minimum of 6 in. below grade. „ []Not Observable `❑NotApplicabie ; Snow-and ice-melting system _ :'❑Complies ;Requirement will be met. [FO121 ;controls installed. `z i❑Does Not ❑Not Observable ; []Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2: Medium Impact(Tier 2) 3' Low Impact(Tier 3)Project Title: 50 Broadwaters Rd Report date: 10/12/23 Data filename: Page 3 of 9 1 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. •section° . - f Plans'\/erifed.- ;Field.Verified' #i''•- Pre-Ins'ec#ion Plan Review 'Complies? Comments/Assumptions:' 'Sc Req.ID Value.- Value 103.1, (Construction drawings and • - ❑Complies ;Requirement will be met. 103.2 {documentation demonstrate ' -'E]Does Not , [PR1]1 lenergy code compliance for the , building ,;i envelope.Thermal ❑Not Observable I lenvelope represented on .❑Not Applicable !construction documents. d 103.1, ,Construction drawings and j❑Complies !Requirement will be met. 103.2, !documentation demonstrate []Does Not 403.7 !energy code compliance for [PR3]1 !lighting and mechanical systems. ,,. „ ❑Not Observable I ,v„ , . 3 �J ;Systems serving multiple -,_ -_ .;•. � - ❑NotApplicable dwelling units must demonstrate !compliance with the IECC !Commercial Provisions. 302:1;`:. ;Heating and cooling equipment is; Heating: Heating:G ;❑Complies ;Requirement will be met. 403:7.`- sized perACCA Manual S based ! Btu/hr I Btu/hr ;❑Does Not [PR2_ji--1:,.� on loads calculated per ACCA ! Cooling: Cooling ❑Not Observable J or other methods ! I IBtu/hr Btu/hr 1❑NotApplicableapproved by the code official, I 1 Additional Comments/Assumptions: 1 I High Impact(Tier 1) `2` Medium Impact(Tier 2) 3_ Low Impact(Tier 3) Project Title: 50 Broadwaters Rd Report date: 10/12/23 Data filename: Page 2 of 9 Generated by REScheck-Web Software Compliance Certificate Project 50 Broadwaters Rd Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 6,555 ft2 Glazing Area 19% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 50 Broadwaters Rd GreenWorks Energy Specialist Inc. Cutchogue, NY 11935 Info@HERSrating.us Compliance: Passes using LIA trade-off Compliance: 5.8%Better Than Code Maximum UA: 707 Your UA: 666 Maximum SHGC: 0.40 Your SHGC: 0.31 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path In REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop.Assembly Gross Area c.,ity Cont. Req. Prop. Perimeter Zed Floor Ceiling:Cathedral Ceiling 1,895 38.0 0.0 0.027 0.026 51 49 1st Floor Ceiling: Cathedral Ceiling 845 38.0 0.0 0.027 0.026 23 22 Exterior Walls:Wood Frame, 16"o.c. 4,384 21.0 0.0 0.057 0.060 200 210 Front Door: Solid Door(under 50%glazing) 48 0.250 0.320 12 15 Windows:Wood Frame 833 0.300 0.320 250 267 SHGC: 0.31 Basement Wall:Solid Concrete or Masonry Wall height: 9.0' 2,268 15.0 0.0 0.054 0.059 120 131 Depth below grade: 8.0' Insulation depth: 9.0' Bsmt Ext Door: Solid Door(under 50%glazing) 40 0.250 0.320 10 13 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory re uirements listed in the REScheck Inspection Checklist. AJ Afkham-Certified IECC/HERS Compliance Specialist 10/13/2023 Name-Title ign tur Date Project Title: 50 Broadwaters Rd Report date: 10/12/23 Data filename: Pagel of 9 d oreenwor ra. Manual S Compliance Report Job: 50 Broadwaters Rd Date: 10/12/23 1st Floor By. Dan Sturman GreenWorks Energy Specialist Inc. Phone:516-967-6959 Email:AJ@HERSratirg.us Web:HERSratirg.is Project • • For. 50 Broadwaters Rd,Cutchogue,NY 11935 -Cooling EquipmOnt Design Conditions Outdoor design DB: 82.2'F Sensible gain: 22630 Btuh Entering coil DB: 76.1°F Outdoordeslgn WB: 72.00F Latent gain, 3057 Btuh Entedrsg wil WB: 62.9°F Indoor design DB: 75.0'F Total gain: 25687 Btuh Indoor RH: 50% Estimated airflow: 1400 chn Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer. Rheem Model: RA1342A.11NA+RCFN-HU4824TU+R801TA100521ZXA Actual airflow. 1400 ch71 Sensible capacity. 29400 Btuh 130%of load Latent capacity: 12600 Btuh 412%of load Total capacity: 42000 Btuh 164%of load SHR: 70% Heating E. • Design Conditions Outdoor design DB: 18.5°F Heat loss: 26571 Btuh Entering coil DB: 72.0'F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Gas furnace Manufacturer: Rheem Model: R92PA0601317MSA Actual airflow: 1400 cfm Output capacity. 52000 Btuh 196%of load Temp.rise: 50 OF Meets all requirements ofACCA Manual S. ' wr19i1t5Oft` 2023-0G 12122029 Mgtd StdWYLhVersa1202323D.03 RSU6244a Page l �C'A ...adwaters Rd\500 Broadwaters Rd-Martel JSD.rrp Calc=MJ8 Front Doorfaces:E F weer or6rs Manual S Compliance Repod Job: 50 Broadwaters Rd Date: 10/12/23 2nd Floor By. Dan Stumtan GreenWorks Energy Specialist Inc. Phone:516-967.6959 Email:M@HERSratirgm Web:HERSratingas roje nformation For. 50 Broadwaters Rd,Cutchogue,W 11935 • • • • • Design Conditions Outdoor design DB: 82.2'F Sensible gain: 14355 Btuh Entering coil DB: 76.6°F Ould9or dapign W5; 72:9'F LaWnt gain; 1094 tWh Entering gaii WR 011 T Indoor design DB: 75.0°F Total gain: 15449 Btuh Indoor RH: 50% Estimated airflow: 993 cfrn Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer. Rheem Model: RA1330AJ1NB+RCFL-HU3821CU+ROCB-072E04 Actual airflow: 993 cfm Sensible capacity: 20860 Btuh 145%of load Latent capacity: 8940 Btuh 818%of load Total capacity: 29800 Btuh 193%of load SHR: 70% Design Conditions Outdoor design DB: 18.5°F Heat loss: 22300 Btuh Entering coil DB: 72.0°F Indoor design DB: 72.0'F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Gas furnace Manufacturer. Rheem Model: R92PA0601317MSA Actual airflow: 993 ch Output capacity. 52000 Btuh 233%of load Temp.rise: 50 °F Meets all requirements ofACCA Manual S. wrightsoftm 2023-Oct-1 2 12:20:29 �� RightSute®Uriversal202323.0.03RSU62448 Page ACCK ...adwaters Rd1500 Broadwaters Rd-MarLzl JSD.rtp Calc=MJ8 Front Door faces:E Green.wor s. Manual S Compliance Report Job: 50 Broadwaters Rd Date: 10112123 BSmt By. Dan Shuman A-1 GreenWorks Energy Specialist Inc. Phone:516-967-6959 Email:AJ@HERSrating.is Web:HERSratirg.us �.rojbct Inf4irroation, For. 50 Broadwa tens Rd,Cutchogue,NY 11935 • • • F-qulpMeht Design Conditions Outdoor design DB: 82.2*F Sensible gain: 6221 Btuh Entering coil DB: 77.8°F Outdoor design WB: 72.0°F Latent gain: 303 Btuh €ntering0011 WB: 63.5°F Indoor design DB: 75.0'F Total gain: 6524 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer: Rheem Model: RA1418WJ1 NA+RF1 P1821 SPANJAB03417 Actual airflow: 600 cfm Sensible capacity. 12600 Btuh 203%of load Latent capacity: 5400 Btuh 1783%of load Total capacity: 18000 Btuh 276%of load SHR: 70% • Equipment Design Conditions Outdoor design DB: 18.5'F Heat loss: 15599 Btuh Entering coil DB: 71.9'F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Gas furnace Manufacturer. Rheem Model: R92PA0401317MSA Actual airflow. 600 cfm Output capacity. 39000 Btuh 250%of load Temp.rise: 50 OF Meets all requirements ofACCA Manual S. zOz3-Oct 1 z 12:20:29 ry FWI'&zgFlt5Oft. Right-SdtO®tlriversat202323.0.03RSt162448 Page 3 '� ..adwaters Rd1500 Broadwaters Rd-Martel JSD.nip Calc=MJ8 Front Door faces:E ti wee*reWori s Load Short Form Job: 50 Broadwaters Rd Date: 10/12123 Entire House By. Dan Sturman GreenWorks Energy Specialist Inc. Ptpne;S1:6-967-fi959 Frraail;PaJQHFJ�Srapne.4sYY�b:ti�li.SraDr�us o foject Inforfnation For. 50 Broadwaters Rd,Cutchogue,NY 11935 D - • • • Htg Clg Infiltration Outside db(OF) 19 82 Method Blowerdoor Inside db(OF) 72 75 Shielding/stories 3(partial)/2 Design TD(°F) 54 7 Pressure/ACH/AVF 50 Pa/3.0/2380 cfm Daily range - L Inside humidity(%) 30 50 Moisture difference(gr/lb) 24 37 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make nla Trade n/a Trade n/a Model n/a Cond n/a AHRI ref. n/a Coil n/a AHRI ref. n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual airflow 0 cfm Actual airflow 0 cfrn Air flow factor 0 c fm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (fe) (13tuh) (13tuh) (cfrn) (cfrn) 1 st Floor d 2552 26571 20924 1400 1400 2nd Floor d 1420 22300 12649 993 993 Bsmt d 2552 15599 4515 600 600 Entire House d 6524 64470 37039 2993 2993 Other equip loads 0 0 Equip.@ 0.87 RSM 32298 Latent cooling 4453 TOTALS 6524 64470 36751 1 2993 2993 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrightseft- 2023-Oct-1212:2029 s nMn •e.e „ r ,,., RigMSdte®Udversal202323.0.03RSU62448 Page 1 ..adwatersRd1500BroadwatersRd-ManeIJSD.ny Calc=MJ8 Frort Door faces:E , ��csW+ae�s Load Short Form Job: 50 Broadwaters Rd Date: 10/12/23 1st Floor By. Dan Sturman A� GreenWorks Energy Specialist Inc. Phone:516-967-6959 Email:AJ@HERSrAng.ts Web:HERSrating.is Project •rmatioln, For: 50 Broadwaters Rd,Cutchogue,NY 11935 Detign Inf6rMatioh Htg Clg Infiltration Outside db('F) 19 82 Method Blower door Inside db('F) 72 75 Shielding/stories 3(partial)/2 Design TD'(°F) 54 7 Pressure/ACH/AVF 50 Pa/3.0/2380 cfm Daily range - L Inside humidity(%) 30 50 Moisture difference(gr/Ib) 24 37 HEATING EQUIPMENT COOKING EQUIPMENT Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R92PA0601317MSA Cond RA1342AJl NA AHRI ref 6468402 Coil RCFN-HU4824TU+R801TA100521ZXA AHRI ref 8051308 Efficiency 92AFUE Efficiency 11.5 EER,14 SEER Heating input 56000 Btuh Sensible cooling 29400 Btuh Heating output 52000 Btuh Latent cooling 12600 Btuh Temperature rise 34 °F Total cooling 42000 Btuh Actual airflow 1400 cfrn Actual airflow 1400 dm Airflow factor 0.053 dmBtuh Airflowfador 0.067 cfmBtuh Static pressure 0.50 in H2O Static pressure 0.50. in H2O Space thermostat Load sensible heat ratio 0.88 ROOM NAME Area Htg load Clg load HtgAVF CIgAVF (fl?) (Btuh) (Btuh) (dm) (dm) Foyer 301 2728 1628 144 109 Parlor 171 3056 1373 161 92 Laundry 79 690 557 36 37 Mud Room 122 1213 280 64 19 Powder 34 648 118 34 8 Guest Suite 208 3077 1396 162 93 Guest Bath 51 656 176 35 12 Pantry 51 0 0 0 0 Kitchen 2-93 2011 3472 106 232 Dining Room 206 118 26 6 2 Living Room 449 6207 9279 327 621 Master Bedroom 283 4422 2251 233 151 Master Closet 135 837 107 44 7 Master Bath 171 906 261 48 17 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft, 2023-oct_12122029 Ze mie.roM:e..w »rro,,„ RigftSUte®Udversal 2023 23.0.03 RSU62448 Page 2 ..sdwatersRd\5008roadwatersRd-MarxralJSD.rnp Calc=MJB FrontDoorfaces:E 1stFloor d 2552 26571 20924 1400 1400 Other equip loads 0 1707 Equip.@ 0.87 RSM 19734 Latent cooling 3057 TOTALS 2552 26571 22791 1400 1400 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -�- wrightsoft® 2023-0d-12122029 s v M••x. wh�, wn RigttStite@ Uriversal 2023 23.0.03 RSU62448 Page 3 .adwatersRd%500BroadwatersRd-Maralisarp Cale=MJB Frord Door faces.E lra6nora Load Short Form Job: 50 Broadwaters Rd Date: 10/12/23 2nd Floor By. Dan Sturman GreenWoft Energy Specialist Inc. Phone:516-967-6959 Email:AJ@HERSratingas Web:HERSrating w For. 50 Broadwaters Rd,Cutchogue,NY 11935 Htg clg Infiltration Outside db(OF) 19 82 Method Blower door Inside db(OF) 72 75 Shielding/stories 3(partial)/2 Design TD(OF) 54 7 Pressure/ACH/AVF 50 Pa/3.0/2380 crm Daily range - L Inside humidity(%) 30 50 Moisture difference(gr/lb) 24 37 HEATING EQUIPMENT COOKING EQUIPMENT Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R92PA0601317MSA Cond RA1330AJ1 NB AHRI ref 6468402 Coil RCFL-HU3821CU+ROCS-072E04 AHRI ref 7508064 Efficiency 92AFUE Efficiency 11.5 EER,14 SEER Heating input 56000 Btuh Sensible cooling 20860 Btuh Heating output 52000 Btuh Latent cooling 8940 Btuh Temperature rise 48 OF Total cooling 29800 Btuh Actual airflow 993 dm Actual airflow 993 cfm Air flow factor 0.045 dm/Btuh Airflowfactor 0.079 cfmBtuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.93 ROOM NAME Area Htg load CIg load Htg AVF CIgAVF (f 2) (Btuh) (Btuh) (dm) (dm) Bedroom 1 230 4335 1525 193 120 BR1 WIC 47 0 0 0 0 BR1 Bath 49 1227 243 55 19 Bedroom 2 185 2862 1957 127 154 BR2 WIC 39 0 0 0 0 BR2/3 Bath 91 1217 378 54 30 BR3 Closet 39 0 0 0 0 Bedroom 3 173 2895 1631 129 128 Bedroom 4 176 2873 1629 128 128 BR4 Bath 47 1073 178 48 14 BR4 WIC 37 0 0 0 0 Hall-2nd 308 5818 5107 259 401 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft, 2023-opt 1212zo29 F xfieNvor4luw,Wrtc..sy4mpvM IZglt-Sute@Uriversal202323.0.D3RSU62448 Page ..adwaters RcW00 Broadwaters Rd-Martial JSD.ryp Calc=MJ8 Front Door faces:E 2nd door d 1420 22300 12649 993 993 Other equip loads 0 1707 Equip.@ 0.87 RSM 12518 Latent cooling 1094 TOTALS 1420 22300 13611 993 993 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -�- wrightsoft, 2023-Oct 1212:20:29 GIBM1�,.•�.o„�uw,,>A,ten RigItSute®Uriversal2023 23.0.03 RSU62448 Page 6 adwatersRd1500BroadwatersRd-MarnaIJSD.tp Calc=MJ8 Fror#Doorfaces:E Load Short Form Job: 50 Broadwaters Rd Date: 10/12/23 Bsmt By. Dan Sturman GreenWorks Energy Specialist Inc. Phone:516-967-6959 Email:AJ@HERSrating.ts Web:HERSratirg.is • ct'�ijfloirmafidm For. 50 Broadwaters Rd,Cutchogue,NY 11935 i - • • • Htg Clg Infiltration Outside db(OF) 19 82 Method Blower door Inside db(OF) 72 75 Shielding/stories 3(partial)/2 Design TD ff) 54 7 Pressure/ACH/AVF 50 Pa/3.0/2380 cfm Daily range - L Inside humidity(%) 30 50 Moisture difference(gr/lb) 24 37 HEATING EQUIPMENT GOOL-ING EQUIPMENT Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R92PA0401317MSA Cond RA1418WJ1 NA AHRlref 6468401 Coil RF1P1821SPANJAB03417 AHRI ref 8636333 Efficiency 92AFUE Efficiency 12.2 EER,14 SEER Heating input 42000 Btuh Sensible cooling 12600 Btuh Heating output 39000 Btuh Latentcooling 5400 Btuh Temperature rise 59 OF Total cooling 18000 Btuh Actual airflow 600 cfm Actual airflow 600 cfrn Airflowfactor 0.038 cfm/Btuh Airflowfactor 0.133 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.95 ROOM NAME Area Htg load Clg load Htg AVF CIgAVF (f 2) (Btuh) (Btuh) (dm) (dm) Bar 248 3155 384 121 51 Bsmt Bath 75 0 0 0 0 Mech 72 0 0 0 0 Storage 156 1885 438 72 58 Meth 2 187 0 0 0 0 Guest Bed 248 2405 473 92 63 Bsmt Bath 2 53 0 0 0 0 Lounge 572 3282 1550 126 206 Basement 941 4872 1670 187 222 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -k- wrightsoft' 2023-oc t 121220z9 Right-Sute®Uriversa12023 23.0.03 RSU62448 Page 6 ACC ..adwatersRdt500BroadwatersRd-Manual JSD.rp Calc=MJ8 Frort Door faces.E Bsmt d 2552 15599 4515 600 600 Other equip loads 0 1707 Equip.@ 0.87 RSM 5425 Latent cooling 303 TOTALS 2552 15599 5728 600 600 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -�- wrightsoft- 2023-Oct 12122029 nuu t•re,o«� a .�„ RigttSute@)Uriversal 202323.0.03 RSU62448 Page AM ...adwatersRd1500BroadwatersRd-MartmlJSD.nip Calc=W8 FrortDoorfaces:E gean�Y�a � Job: 50 Broadwaters Rd Building Analysis Date: 10/12/23 Entire House By Dan Sturman ® GreenWorks Energy Specialist Inc. Phona.516-967-6959 Emai@AJ@HERSragngADWeb;H€R$ragng{s • • • For. 50 Broadwaters Rd,Cutchogue,NY 11935 -------- Desigh Coqd.Aions Location: Indoor. Heating Cooling MontaukAP,NY,US Indoor temperature(°F) 72 75 Elevation: 7 ft Design TD(°F) 54 7 Latitude: 41 ON Relative humidity(%) 30 50 Outdoor Heating Cooling Moisture difference(gr/Ib) 23.7 37.0 Dry bulb(OF) 19 82 Infiltration: Daily range°F) - 12 ( L ) Method Blower door Wet bulb(° ) - 72 Shielding/stories 3(partial)/2 Wind speed(mph) 15.0 7.5 Pressure/ACH/AVF 50 Pa/3.0/2380 elm • Component Btuh/112 Btuh %of load Walls 3.5 21064 32.7 ucts Glazing 16.1 14058 21.8 Doors 20.9 1502 2.3 Walls Ceilings 1.9 4949 7.7 nfiltration Floors 1.2 3011 4.7 Infiltration 2.7 14484 22.5 Ducts 5402 8.4 Piping 0 0 Humidification 0 0 "'�'t-�,:,:_�;-°: Floors Ventilation 0 0 Ceilings Adjustments 0 Glazing Doors Total 64470 100.0 Component Btuh/ftz Btuh %of load Walls 0.5 3161 8.5 Walls Glazing 23.5 20551 55.5 Internal Gains Qoor"s 8.6 935 1.7 Ceilings 0.5 1262 3.4 Floors 0.0 1 0.0 Infiltration 0.2 867 2.3 ucts Ducts 2022 5.5 Ventilation 0 0 Infiltration Internal gains 8540 23.1 __ `""" Ceilings Blower 0 0 Glazing Other Adjustrnents 6 Total 1 1 37039 100.0 Latent Cooling Load=4453 Btuh Overall U-value=0.146 Btuh/1122F, Window/FloorArea=13.4% Data entries checked. -fid wrilghtsoft- 2023-Oct 12122029 J� ^ate••^^11-1--.."', Mgtt-Sdte@Uriversal2023 23.0.03 RSU62448 Page l f�• adwaters Rd1500 Broadwaters Rd-Manual JSD.np Calc=MA Front Door faces:E �t�errv�crr BUI�C�111 Analysis Job: 50 Broadwaters Rd g Y Date: 10/12/23 . 1st Floor By. Dan Sturman GreenWorks Energy Specialist Inc. whl— Phone:516-967-6959 Email:AJ@HERSrating.s Web:HERSraV g.us ­.Prpjp.0 Inforniation For. 50 Broadwaters Rd,Cutchogue,NY 11935 S - • M R II • Location: Indoor Heating Cooling Montauk AP,NY US Indoor temperature(T) 72 75 Elevation: 7 ft Design TD(T) 54 7 Latitude: 41°N Relative humidity(%) 30 50 Outdoor. Heating Cooling Moisture difference(grAb) 23.7 37.0 ,4N pulb(°F) 19 Infiltration: 8Z Daily range(T) - 12 ( L ) Method Blower door Wet bulb(° ) - 72 Shielding/stories 3(partial)/2 Wind speed(mph) 15.0 7.5 Pressure/ACH/AVF 50 Pa/3.0/2380 cfm He ating Component Btuh/ftz Btuh %of load Walls 3.5 7900 29.7 Glazing 16.1 7316 27.5 Doors 20.9 1502 5.7 Walls nfiltration Ceilings 1.9 2199 8.3 Floors 0 0 0 Infiltration 2.7 7654 28.8 Ducts 0 0 Piping 0 0 Humidification 0 0 ___"_` ': Ceilings Ventilation 0 0 Doors Adjustments 0 Glazing Total 26571 100.0 Component Btuh/ft2 Btuh %of load Walls 0.7 1683 7A Wall lower Glazing 26A 12047 53.2 Doors 8.8 635 2.8 Ceilings 0.5 W K5 ntemal Gains Floors 0 0 0 441i y f Infiltration 0.2 458 2.0 _ Duds 0 0 Ventilation 0 0 `✓-' °'"-_ Internal gains 5540 24.5 Glazing ?; '' Infiltration Blower 1707 7.5 Ceilings Adjustments -0 Doors Total 22630 100.0 Latent Cooling Load=3057 Btuh Overall U-value=0.196 BtuhAI!2--°F, Window/FloorArea=17.9% Data entries checked. ® 4 wriightsoft- 2023-Oa 12122029 A�� »• -M a RgttSute(DUriversal 2023 23.0.03 RSU62448 Page 2 �, ..zdwaters Rd1500 Broadmters Rd-Manual JSD.r p Calc=MJ8 Front Doorfaoes:E Job: 50 Broadwaters Rd Building Analysis Date: 1OM2123 2nd Floor By. Dan Sturman GreenWorks Energy Specialist Inc. Pivne:516-967-6959 E4nail:Ad@HE-RSratingABWeb>H€RSraf;rg:4--� For. 50 Broadwaters Rd,Cutchogue,NY 11935 i - o • • o Location: Indoor: Heating Cooling MontaukAP,NY,US Indoor temperature(°F) 72 75 Elevation: 7 ft Design TD(°F) 54 7 Latitude: 41°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(grAb) 23.7 37.0 Dry bulb(°F) 19 82 Infiltration: Daily range(*F) - 12 ( L ) Method Blower door Wet bulb(° ) - 72 Shielding/stories 3(partial)/2 Wind speed(mph) 15.0 7.5 Pressure/ACH/AVF 50 Pa/3.0/2380 cfrn • Component Btuh/ftz Btuh %of load Walls 3.5 5700 25.6 Ducts Glazing 16.1 5615 25.2 Walls Doors 0 0 0 Ceilings 1.9 2750 12.3 Floors 1.9 7 0.0 Infiltration 2.7 5438 24A ntiltration Ducts 2789 12.5 ,E Piping 0 0 Humidification 0 0 ' Ventilation 0 0 Glazing ~` Other Adjustments 22300 100.0 Ceilings Component Btuh/ft2 Btuh %of load Walls 0.7 1215 8.5 Walls lower Glazing 24.9 8703 60.6 Dolls U B 0 Internal Gains Ceilings 0.5 701 4.9 ' Floors 0.2 1 0.0 `ti'`:. , ucts Infiltration 0.2 325 2.3 nfiltration . Other Ducts 903 6.3 Ventilation 0 0 Ceilings Internal gains 800 5.6 Blower 1707 . 11.9 Glazing +.`,-.>.: Adjustments 6 Total 14366 100.0 Latent Cooling Load=1094 Btuh Overall U-value=0.230 Btuh/R22F, Window/FloorArea=24.6% Data entries checked. -Fid- wrightsoft, 2023-Oct 12122029 Rgl{Sute®Uriversa12023 23.0A3 RSU62448 Page 3 f�• ...admtemRd\500BroadvatersRd-ManmlJSD.nip Ca1c=MJ8 Fr°ntDoorfaces:E ereartw►orks Buildin Anal sis Job: 50 Broadwraters Rd g Y Date: 10/12123 /11W BS117>t By. Dan Sturman a GreenWorks Energy Specialist Inc. Phone:516-967-6959 Email:AJ@HERSratirg.us Web:HERSrating.us • • • For: 50 Broadwaters Rd,Cutchogue,NY 11935 � - • • e • Location: Indoor: Heating Cooling MontaukAP,NY US Indoor temperature(°F) 72 75 Elevation: 7 ft Design TD(°F) 54 7 Latitude: 41°N Relative humidity(%} 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 23.7 37.0 Dry bulb,(°F) 19 82 ( ) lnfiltlration: L Daily range°F) - Method Blower door Wet bulb(° ) - 72 Shielding/stories 3(partial)/2 Wind speed(mph) 15.0 7.5 Pressure/ACH/AVF 50 Pa/3.0/2380 cfm Heating Component Btuh/ft2 Btuh %of load Walls 3.6 7465 47.9 Glazing 16.1 1127 7.2 ucts Doors 0 0 0 Ceilings 0 0 0 Floors 1.2 3004 19.3 nfiltration Infiltration 2.7 1392 8.9 walls Ducts 2613 16.7 Piping 0 0 Humidification 0 0 ;. Ventilation 0 0 Floors Adjustments 0 Glazing Total 15599 100.0 Component Btuh/ft2 Btuh %of load Walls 0.1 264 4.2 Wall Glazing 11.3 792 12.7 Glazin Doors 0 0 0 Blower Ceilings 0 0 0 other = Floors 0 0 0 Infiltration 02 83 1.3 Ducts 1176 18.9 Ducts Ventilation 0 0 Internal gains 2200 35.4 Blower 1707 27A Adjustments A Internal Gains Total 1 1 6221 100.0 Latent Cooling Load=303 Btuh Overall U-value=0.043 Btuh/ftz°F, Window/FloorArea=2.8% WARNING:window to floor area ratio=2.8%-less than 5%. -F- wrightsoft, 2023-Od-12122029 ^� -ri•�--r RlgltSute®Uriversal202323.0.03RSU62448 Page 4 ..adwatersRdU00BroaduratersRd-MarxeIJSD.nQ CaIc=MJ8 FrontDoorfaces:E Project Summary Job: 50 Broadwaters Rd Date: 10/12/23 Entire House By. Dan SdQman GreenWorks Energy Specialist Inc. Phone:516-967-6959 Email:AJ@HERSratirg.us Web:HERSratirg.us s • • O For. 50 Broadwaters Rd,Cutchogue,NY 11935 Notes: IM-TI • • Weather. MontaukAP,NY,US Winter Design Conditions Summer Design Conditions Outside db 19 OF Outside db 82 OF Inside db 72 OF Inside db 75 OF Design TD 54 OF Design TD 7 OF Daily range L Relative humidity 50 % Moisture difference 37 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 59068 Btuh Structure 35017 Btuh Ducts 5402 Btuh Duds 2022 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 64470 Sthh Use manufacturer's data n Rate/swingg multiplier 0.87 Infiltration Equipmerd sensible load 32298 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/ACH/AVF 50 Pa/3.0[2380 dm Structure 4357 Btuh Ducts 96 Btuh Central vent(0 cfm) 0 Btuh Heating Co I* Area(ft2) 6524 6524 Equipment latent load 4453 Btuh Volume(fF) 47593 47593 Air changes/hour 0.31 0.14 Equipment Total Load(Sen+Lat) 36751 Btuh Equiv AVF(dm) 246 109 Req.total capacity at 0.70 SHR 3.8 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating Input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Tenillerat iNg rise 0 OF Total cooling 0 Btuh Actual airflow 0 cfm Actual airflow 0 cfirn Air flow factor 0 cfrnBtuh Air flow factor 0 cfrnBtuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. 411- wrightsoft, 2023-Oct 12122029 ACCK Rlglt-Suite®Universal 2023 23.0.03 RSU62448 Page l adwaters Rdl500 Broadwaters Rd-Manual JSD.np Calc=MJ8 Front Door faces:E &reenworks ProjectSummary Summa Job: 50 Broadwraters Rd Date: 10/12123 /10111, 1st Floor By. Dan Sturman -%e �. GreenWorks Energy Specialist Inc. ftrp;51rr9F&959 €maltArJ@H-ER,9apngmWeh; r=R-S #rx; • - • • For. 50 Broadwaters Rd,Cutchogue,NY 11935 Notes: Design Infor • Weather: MontaukAP,NY,US Winter Design Conditions Summer Design Conditions Outside db 19 'F Outside db 82 °F Inside db 72 °F Inside db 75 °F Design TD 54 °F Design TD 7 °F Daily range L Relative humidity 50 % Md rp 37 90 Heating Summary Sensible Cooling Equipment Load Sizing Structure 26571 Btuh Structure 20924 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 1707 Bich Piping 0 Btuh Equipment load 26571 Btuh Use manufacturer's data n Rate/swing multiplier 0.87 Infiltration Equipment sensible load 19734 Btuh Method Blowerdoor Latent Cooling Equipment Load Sizing Shielding/stories 3 rtial)/2 Pressure/ACH/AVF 50 Pa/3.0 2380 cfm Structure 3057 Btuh Ducts 0 Btuh Central vent(0 dm) 0 Btuh Heat' Coolin�gg (none) Area(ft) 2552 2552 Equipment latent load 3057 Btuh Volume(ft3) 30418 30418 Airchanges/hour 0.26 0.11 Equipment Total Load(Sen+Lat) 22791 Btuh Equiv.AVF(cfm) 130 58 Req.total capacity at 0.70 SHR 2.3 ton Heating Equipment Summary Cooling Equipment Summary Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R92PA0601317MSA Cond RA1342AJl NA AHRI ref 6468402 Coil RCFN-HU4824TU+R801TA100521ZXA AHRI ref 8051308 Efficiency 92AFUE Efficiency 11.5 EER,14 SEER Heating input 56000 Ruh Sensible cooling 29400 Btuh Heating output 52000 Btuh Latent cooling 12600 Btuh Temperature rise 34 'F Total cooling 42000 Btuh Actual airflow 1400 cfm Actual airflow 1400 cfm Air flow factor 0.053 cfm/Btuh Air flow factor 0.067 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.88 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -Of- =iaghtsoft- 2023-Oct 121220:29 •� ^w '«o• RlgR-SUte®Universal 202323.0.03RSU62448 Paget adwatersRM500BroadwatersRd-Manual JSD.nrp Calc=MJ8 Frord Door faces:E Project Summary u 50 Broadwaters Rd 12123 2nd Floor By. Dan Sturman GreenWorks Energy Specialist Inc. Phone:516-967-6959 Email:AJ@HERSratirg.ts Web:HERSratng.us ,PrOject h1fprmation .. '. For. 50 Broadwaters Rd,Cutchogue,NY 11935 Notes: De§ign Information Weather. MontaukAP,NY,US Winter Design Conditions Summer Design Conditions Outside db 19 OF Outside db 82 OF Inside db 72 OF Inside db 75 OF Design TD 54 OF Design TD 7 OF Daily range L Relative humidity 50 % Moisture difference 37 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 19511 Btuh Structure 11745 Btuh Duds 2789 Btuh Duds 903 Btuh Central vent(0 cfin) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 1707 Btuh Piping 0 Btuh Equipment load 22300 Btuh Use manufacturer's data n Rate/swin multiplier 0.87 Infiltration Equipmenq sensible load 12518 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3 artial)/2 Pressure/ACH/AVF 50 Pa/3.0 2380 cfm Structure 1035 Btuh Duds 58 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ftl) 1420 1420 Equipment latent load 1094 Btuh Volume(fF) 12071 12071 Air changes/hour OA6 0.20 Equipment Total Load(Sen+Lat) 13611 Btuh Equiv AVF(dm) 92 41 Req.total capacity at 0.70 SHR 1.5 ton Heating Equipment Summary Cooling Equipment Summary Make Meem Make Meem Trade RHEEM Trade RHEEM Model R92PA0601317MSA Cond RA1330AJ1 NB AHRI ref 6468402 Coil RCFL-HU3821CU+ROCB-072E04 AHRI ref 7508064 Efficiency 92AFUE Efficiency 11.5 EER,14 SEER Heating Input 56000 Btuh Sensible cooling 20860 Btuh Heating output 52000 Btuh Latent cooling 8940 Btuh Temperature rise 48 OF Total o5plirig 29800 BtUh Actual airflow 993 cfirn Actual airflow 993 dm Air flow factor 0.045 cfmBtuh Airflowfactor 0.079 cfmBtuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.93 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -FkwrGghtsoft°' 2023-Oct 12122029 Right-Sute@Uriversal202323.0.03RSU62448 Page ACCk ..adwaters Rd1500 Broadwaters Rd-Manual JSD.np Calc=MJ8 Front Door faces:E efeenworks Project Summary Job: 50 Broadwaters Rd Date: 10/12123 Bsmt By. Dan Sturman GreenWorks Energy Specialist Inc. Ph4ne:S9rr�S7-fi9k9 €m,�l:A,!(�3H€f�Srakrg.uslN�b:N€I�SraUr�.� PrQject information- For 50 Broadwaters Rd,Cutchogue,NY 11935 Notes: Dibsign Information. Weather: MontaukAP,NY,US Winter Design Conditions Summer Design Conditions Outside db 19 OF Outside db 82 OF Inside db 72 OF Inside db 75 OF Design TD 54 OF Design TD 7 OF Daily range L Relative humidity 50 % M9iswre difference 37 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 12987 Btuh Structure 3339 Btuh Ducts 2613 Btuh Ducts 1176 Btuh Central vent(0 c1m) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 1707 Btuh Piping 0 Btuh Equipment load 15599 Btuh Use manufacturers data n Rate/swing multiplier 0.87 Infiltration Equipment sensible load 5425 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3((ppartial)/2 Pressure/ACH/AVF 50 Pa/3.0 T2380 cfm Structure 265 Btuh Ducts 38 Btuh Central vent(0 cfm) 0 Btuh Heat' Co I" (none) Area(ftz) 2552 25& Equipment latent load 303 Btuh Volume(ft3) 5104 5104 Air changesmour 0.28 0.12 Equipment Total Load(Sen+Lat) 5728 Btuh Equiv AVF(cfm) 24 11 Req.total capacity at 0.70 SHR 0.6 ton Heating Equipment Summary Cooling Equipment Summary Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R92PA0401317MSA Cond RA1418WJlNA AHRI ref 6468401 Coil RF1P1821SPANJAB03417 AHRI ref 8636333 Efficiency 92AFUE Efficiency 12.2 EER,14 SEER Heating input 42000 Btuh Sensible ;poling 126W Btuh Heating output 39000 Btuh Latent cooling 5400 Btuh Temperature rise 59 OF Total cooling 18000 Btuh Actual airflow 600 cfm Actual airflow 600 cfm Airflowfactor 0.038 cfm/Btuh Airflowfactor 0.133 crm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.95 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -F- wr ightsoft, 2023-Oct 12122029 •�^ -•� ^Y RlghtSute®Uriversal2023 23.0.03 RSU62448 Page 4 „.adwaters Rd1500 Broadwaters Rd-Manual JSD.rup Calc=MJ8 Frond Door faces:E 9 N Lower Level Bar Bsrnt Bath Lounge Mech 1!7 Bsrnt Bath 2 torage -- --------- Guest Bed t Mech 2 Job#: 50 Broadwaters Rd GreenWorks Energy Specialist Inc. Scale:1 :104 Performed by Dan Sturman for Page 3 Rght-Suite(D Universal 2023 50'Broadwaters Rd 23.0.03,RSU62448 Cutchogue,NY 11935 Phone:516-967-6959 2023-Oct-1 2 12:20:44 HERSrafing.us AJ@HERSrating.us ...Broadwaters Rd-Manual JSD.rup &? tlll�ftlap Job: 50 Broadwaters Rd Duct System Summary Date: 10/12/23 1st Floor By. Dan Sturman } GreenWorks Energy Specialist Inc. Phone:516-967-6959 Email:AJ@HERSraiing.us Web:HERSra6rg.us For. 50 Broadwaters Rd,Cutchogue,NY 11935 ,pins ���ling Bdemal static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.28 in H2O 0.28 in H2O Available static pressure 0.22 in H2O 0.22 in H2O Supply/return available pressure 0.175/0.045 in H2O 0.175/0.045 in H2O Lowestfriction rate 0.064 in/100ft 0.064 in/100ft Actual airflow 1400 cfm 1400 cfm Total.affective length.(TEL) 344 ft 00 ® - , • 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 Dining Room h 118 6 2 0.091 4.0 Ox 0 VIFx 17.5 175.0 st2 Foyer h 2728 144 109 0.100 8.0 OXO VIFx 24.8 150.0 st3A Gresteath h 656 35 12 0.089 5.0 OxO VIFx 46.8 150.0 st3 cuestsuite h 3077 162 93 0.097 9.0 Ox 0 VIFx 50.3 130.0 so Kitchen C 1736 53 116 0.083 8.0 Ox 0 VIFx 46.5 165.0 st2 KitdienrA c 1736 53 116 0.087 8.0 Ox 0 VIFx 40.0 160.0 st3 Laundry C 557 36 37 0.110 5.0 Ox 0 MFx 18.8 140.0 st3 Living Room c 2320 82 155 0.067 9.0 Ox 0 VIFx 34.3 225.0 st7 Living Roam-A c 2320 82 155 0.065 9.0 Ox 0 VIFx 36.0 235.0 st7 Living Room-B c 2320 82 155 0.064 9.0 Ox 0 VI Fx 58.3 215.0 st7 Uving Raom-c c 2320 82 155 0.064 9.0 Ox 0 VIFx 57.5 215.0 st7 Master Bath h 906 48 17 0.097 6.0 Ox 0 VI Fx 20.5 160.0 W Master Bedroom h 2211 116 75 0.094 7.0 Ox0 VIFx 41.8 145.0 st6A Master Bedroorn-A h 2211 116 75 0.099 8.0 Ox 0 VI Fx 41.8 135.0 st6 Master closet h 837 44 7 0.101 5.0 Ox 0 VIFx 28.0 145.0 st6 Mud Room h 1213 64 19 0.103 6.0 Ox 0 VIFx 5.5 165.0 st3 Parlor h 3056 161 92 0.105 8.0 OxO VIFx 27.0 140.0 st3A Powder h 648 34 8 0.095 5.0 Ox0 VIFx 9.0 176.0 s2 -��- wrightsoft* 2023-ors 1212:2029 ,'��. .M,�•r m � , PigttSute@)Uriversal202323.0.03RSU62448 Pagel ..adwatersRdl500BroadwatersRd-MarmlJSD.nip Calc=MJ8 FrondDoarfaoes:E Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2 PeakAVF 745 922 0.064 751 15.0 0 x 0 ShWetl SO PeakAVF 655 478 0.087 710 13.0 0 x 0 ShtMetl st3A PeakAVF 305 201 0.100 690 9.0 0 x 0 ShtMetl st3 st7 PeakAVF 327 621 0.064 674 13.0 0 x 0 ShtMetl s12 st6A PeakAVF 116 75 0.094 436 7.0 0 x 0 ShtMetl st6 S16 PeakAVF 277 158 0.094 627 9.0 0 x 0 ShtMetl st2 I MINIMUM ® - . a 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) Mal Trunk rb2 Ox 0 1400 1400 70.5 0.064 642 20.0 Ox 0 VIFx wrightso'ft® 2023-Oct 1212:2029 Rigk-Sdte®Uriversal 2023 23.0.03 RSU62448 Page 2 ,dwatersRd\500BroadwatersRd-MarwfJSD.rtp Calc=MJ8 Front Door faces:E e � � Duct System Summary Job: 50 Broadwaters Rd Data, 10/12123 2nd Floor By. Dan Shuman GreenWorks Energy Specialist Inc. PhQm 515-967-6959 Email;AJQHF1�SraAn9.451Nah:tl�fiSlaAtq!s • • • For. 50 Broadwaters Rd,Cutchogue,NY 11935 Heating Cooling Extemal 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 0.135/0.055 in H2O 0.135/0.055 in H2O Lowest friction rate 0.071 in/100ft 0.071 in/100ft Actgai air Agw 993 Ph 993 gh Total effective length(TEL) 267 ft o • 0 . Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (din) (cfm) FIR (in) (in) Matl Ln(ft) Ln(ft) Trunk BR1Bath h 1227 55 19 0.072 6.0 Ox0 MFx 27.5 160.0 st413 BRM Bath h 1217 54 30 0.071 6.0 Ox 0 MFx 39.5 150.0 st5 BR4 Bath h 1073 48 14 0.084 6.0 OX 0 MFx 20.5 140.0 st5 Bedroom 1 h 2168 97 60 0.086 7.0 Ox 0 MFx 16.5 140.0 st4A Bedroom1-A h 2168 97 60 0.073 8.0 Ox0 MFx 34.5 150.0 st413 Bedm=2 C' 1957 127 154 0.079 9.0 0x0 MR 31.8 140.0 st4 Bedroom 3 h 2895 129 128 0.078 8.0 Ox 0 VIFx 43.0 130.0 sty Bedroom 4 c 2873 128 128 0.078 8.0 Ox 0 VI FX 23.8 150.0 st5A Hall-2nd c 1702 86 134 0.079 8.0 Ox0 VIFX 31.0 140.0 st5A Hall-2nd-A c 1702 86 134 0.094 8.0 Ox 0 VI Fx 13.0 130.0 st4 Hall-2rd-B c 1702 86 134 0.076 8.0 Ox 0 VI Fx 26.5 150.0 st4A Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st4A PeakAVF 334 273 0.072 613 10.0 0 x 0 ShtMetl st4 st4B PeakAVF 151 79 0.072 433 8.0 0 x 0 ShtMetl st4A st4 PeakAVF 548 560 0.072 713 12.0 0 x 0 ShtMetl st5 PeakAVF 445 433 0.071 675 11.0 0 x 0 SWAM st5A PeakAVF 214 262 0.078 592 9.0 0 x 0 ShtMed sty 2023.Od-1212:2029 q Wf19htS®ft"'..•�,2+..+,.»., Rigk-Sute®Ur9versa1202323.0.0312SU62448 Page ..AdwatersRdl500BroadwatersRd-MarmlJSD.rp Calc=MJ8 Frort Door faces:E Return Branch Detail • • Grille Htg Cig TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (ch) (ft) FIR (fpm) (in) (in) Opening(in) Mal Trunk rb1 Ox 0 993 993 77.3 0.071 630 17.0 Ox 0 \AFx wrightso'ft® 2023-Oct 12122029 Rig1tSute®Uriversa1202323.0.03RSU62448 Page adwatersRd\500BroaduwatersRd-Martial JSD.np Calc=MJ8 Front Door faces E Duct System Summary Job: 50 Broadwaters Rd Date: 10/12123 Bsmt By. Dan Sturman GreenWorks Energy Specialist Inc. Phone:516-967-6959 Email:AJ@HERSratirg.us Web:HERSrating.ts Prqjedt Informati6n For. 50.13roadwaters Rd,Cutchogue,NY 119.35 Heating Cooling Bdemal 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 0.134/0.056 in H2O 0.134/0.056 in H2O Lowest friction rate 0.063 in/100ft 0.063 in/100ft Actual airflow 600 dm 600 dm Total effective length(TEL) 303 ft a • D ' I-T-able- Design Htg Gig Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Mat] Ln(ft) Ln(ft) Trunk Bar h 3155 121 51 0.065 7.0 Ox 0 MR 57.3 150.0 st1 B 040=9 c 835 94 111 D.070 8.0 0xD MR 61.0 130.0 st1 Basement-A C 835 94 111 0.082 8.0 Ox 0 MR 23.5 140.0 st1 Guest Bed h 2405 92 63 0.068 8.0 Ox0 MR 38.3 160.0 st1 Lou ge C 775 63 103 0.063 8.0 Ox0 MR 64.0 150.0 st1A Louge-A c 775 63 103 0.068 8.0 Ox0 VIFx 58.0 140.0 st1A Storage h 1885 72 58 0.079 7.0 0x 0 MR 19.8 150.0 st1 SupplyMail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st1B PeakAVF 121 51 0.065 454 7.0 0 x 0 ShtMefl st1A st1 PeakAVF 600 600 0.063 651 13.0 0 x 0 ShNet] st1A PeakAVF 248 257 0.063 471 10.0 0 x 0 ShtMeff st1 Table' Grille Htg Gig TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (crm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Mat] Trunk rb3 Ox 0 600 600 89.3 0.063 489 15.0 Ox 0 MFx � wrightsoft" 2023-Oct 12122029 RightSUte®Universal 202323.0.03RSUB2448 Page5 ...d..,.Rd\500BroadwatersRd-ManeIJSD.np Calc=MJ8 FrontDoorfaces:E Static Pressure and Friction Rate Job: 50 Broadwaters Rd Date: 10/12/23 1st Floor By. Dan Sturman ® GreenWorks Energy Specialist Inc. Pone:516-967-6959 Email:AJ@HERSrating.ts Web:HERSrating.ts ® WoCt • For. 50 Broadwaters Rd,Cutchogue,NY 11935 Available Heating Cooling (in H2O) (in H2O) External static pressure 0.50 0.50 Pressure losses Coil 0.07 0.07 Heat exchanger 0.05 0.05 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.07 0.07 HUNdifief 0 0 Balancing damper 0.03 0.03 Other device 0 0 Available static pressure 0.22 0.22 • ®. Supply Return Measured length of run-out 6 11 Measured length of trunk 52 0 Equivalent length of fittings 215 60 Total length 273 71 Total effective length 344 Pricti6n Heating Cooling (in/10011) (in/100ft) Supply Duds 0.064 OK 0.064 OK Return Duds 0.064 OK 0.064 OK • -Equivalent Length Malls Supply 4AD=60,2A0=35,911=85,1A=35:TotalEL--215 Return 6M=20,5D=40:TotalEL;=6O -�- wrightsoft® 2023-Oct 12122029 lZCNn�••,�. •,ate w�� Rigtt-Siite@ Uriversal 2023 23.0.03 RSU62"8 Page l ..adwaters Rd1500 BroadwatersRd-Manual JSD.rLp Calc=MJ8 Front Door faces:E creenworgrs Static Pressure and Friction Rate Job: 50 Broadwaters Rd Date: 10/12/23 2nd Floor By. Dan Sturman GreenWorks Energy Specialist Inc. Photas;51fr967fi9S9 email:AdQH�f�Srabrs.�slN�b.ki�RSraVnsus Project Inf• • in For. 50 Broadwaters Rd,Cutchogue,NY 11935 ` • Heating Cooling (in H2O) (in H2O) External static pressure 0.50 0.50 Pressure losses Coil 0.07 0.07 Heat exchanger 0.05 0.05 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0.03 0.03 Other device 0 0 Available static pressure 0.19 0.19 Totall Effective Length Supply Return 01) 04 Measured length of run-out 31 17 Measured length of trunk 9 0 Equivalent length of fittings 150 60 Total length 190 77 Total effective length 267 detionRate Heating Cooling (in/100ft) (in/100ft) Supply Ducts 0.071 OK 0.071 OK Return Ducts 0.071 OK 0.071 OK Fitting, • • Details Supply 4AD=60,2A2=55,1A=35:TotalEL=150 Return 6M=20,5D=40:TotalEL=60 -�- wrightsoft, 2023-oct-121220:29 �. nMn�.ia t he mn rare. Rigt tSute®Uriversai 2023 23.0.03 RSU62448 Page 2 ..adwaters Rd1500 Broadwaters Rd-Manel JSD.nip Calc=MJ8 Frord Doorfaces:E 'aYeenworka Static Pressure and Friction Rate Job: 50 Broadwaters Rd Date: 10/12/23 Bsmt By. Dan Sturman ® GreenWorks Energy Specialist Inc. Ptnne:516-967-6959 Email:AJ@HERSrating.rs Web:HERSratingis Proibctinfbirmatibn For. 50 Broadwaters Rd,Cutchogue,NY 11935 Available Static Pressum Heating Cooling (in H2O) (in H2O) E;Ndemal static pressure 0.50 0.50 Pressure losses coil 0.07 0.07 Heat exchanger 0.05 0.05 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.10 0.10 HUniidifiee 0 0 Balancing damper 0.03 0.03 Other device 0 0 Available static pressure 0.19 0.19 aleo supply Return (ft) (it) Measured length of run-out 31 29 Measured length of trunk 34 0 Equivalent length of fittings 150 60 Total length 214 89 Total effective length 303 FriCti0h, Heating Cooling (in/100ft) (in/100ft) Supply Duds 0.063 OK 0.063 OK Return Ducts 0.063 OK 0.063 OK Fifting Equivalent LengthDetails supply 4AD=60,2A1=45,12J1=10,1A=35:TotalEL=150 Return 6M=20,5D=40:TotalEL=60 40- wrightsoftm 2023-Oct 12122029 n.nro•rx ww..m a r�w Rigit-Sute®Uriversal 2023 23.0.03 RSU62448 Page 3 ..adwatersRdl500BroadwatersRd-MaraalJSDnp CaIc=MJB FrontDoorfacex E �y�J'� SOU Town Hall Annex Telephone (631)765-1802 54375 Main Road P.O.Box 1 179 Southold,NY 1 1971-0959 �s0U 11 fr a �45 BUILDING DEPARTMENT TOWN OF SOUTHOLD April 4, 2023 To: Martin D. Finnegan 13250 Main Rd Mattituck,NY 11952 RE: SCTM# 1000-104.40-5—gym LLC, Determination of Merger Request Gazaam Mr. Finnegan: Based on the application, deed, and single and separate search submitted to our office, along with the records and files of the Town of Southold, we have determined that a waiver of merger is not necessary. It is our opinion that the property in question is single and separate. Should you or anyone have additional questions,please feel free to contact me at (631) 765-1802. Respectfully Yours, Janda Nune ak r, Plans xaminer ' J MELD INSPECTION REPORT DATE COMMENTS �v co FOUNDATION (1ST) --------------------------------- FOUNDATION (2ND) z DTI o ROUGH FRAMING& PLUMBING l V ` 3•I5•a 2r7hc e-- 2o'lM, s e- se ec. i-� INSULATION PER N.Y. STATE ENERGY CODE q' 'y((W ��- 0 � - FINAL Cal* l Sol r� v 'ov Pt A. h. ADDITIONAL COMMENTS c� 76nda4inn loca+- inn — ()i� .- :5 o 3 . t4 . 24 V F(eclri c a-7600 rec-4 I 0 z � cL Kati S¢rj 11!5eo •.� ►mac f4jolqQ0. 6Q m s -� vil,1114 E\et*nl•. 04 9. 9 .2 to b z �� �x �N b \H TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 V� Telephone(631) 765-1802 Fax(631) 765-9502 hops://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: NOV 1 4 2023 1, A' Incomplete ih a T "p ,T' T '0rr Date: :OWNER 'OE PROPERTY:= 1 7777=777777 Name:Mariland Holdings ngs, SCTM#1000-104-10-005 Project Address:500 Broadwaters Rd. Cutchopp. 1935 Phone#:516-808-9027 Email:mamalkid is@optonline.net-qptqRline.net Mailing Address:149 Dosoris Lane Glen Cove NY 11542 .......... 50'6"' '40 Name:Dimitri Malakidis Mailing Address:149 Dosoris Lane Glen Cove NY 11542 Phone#:917-685-7171 Emal:Dimitrima@optonline.net tqpline.net F,O Name:Adra na Designs LLC Mailing Address:1527 Franklin Ave, Mineola NY Phone#:516-289-2461 Email:A2ARCH16@gmail.com ARCH16 gMai .co INFORMATION. Name:Mariland HoldingsLLC' Contractoro-Owner Mailing Address:149 Dosoris Lane Glen Cove NY 11542 .-1 --.1 000 -ov1-111111 1 1- . Phone#:516-808-9027 Email:Mamalakidis@optonline.net A �NSTRU CTl C OSED,,C-OIW,,`-��` ANew Structure FlAddition ElAlteration ORepair F-IDemolition Estimated Cost of Project: E10ther N,-'u) S*lr)Qk---:&M') I'\j diallin $1,000,000 _ q Will the lot be re-graded? WYes E]No Will excess fill be removed from premises? E]Yes WNo PROPERTY,,INFORMATION 1 Existing use of property:Undeveloped Parcel r Intended use of property:r 5id _niial Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to residential ------- this property? E]Yes MNo IF YES, PROVIDE A COPY. "o,"4P, x. 11­" -A Aft'"R W66r/contracforJdesign`professionai irresponsible fo ratldrainage and storm water issues as provided by ;,� - Chapter3po x ffie TpWnC,, Ordinance of the T6Wii bfS&ithb Suffolk,County,New Yoik and;other applicable Laws,Ordinances additions, agrees to complY<with nj S S re {;'punishable as a Class A misdemean"pursuant to Section 21d 45 of the IVew York State Penal law: Q Application Submitted By(print name):Dimi ri alak is WAuthorized Agent DOwner Signature of Applicant: Date: CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York SS: No.01 BU6185050 COUNTY OF Suffolk Qualified in Suffolk County 0Q Commission Expires April 14,2 Dimitri Malakidis being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this jq4 ) day of Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, Aad� residing at t�q Glar-ICC41 ) U� o hereby authorize �M; f'L Mavox�&s to apply on my behalf to the Town of South Id Building Department for approval as described herein. lb Ownetsignature bate Nkos' 0-h cll'J PkQ6)wner's Name 2 0 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY @ Stony Brook,5o Circle Road,Stony Brook,NY 11790 P:(631)444-03651 F:(631)444-0360 www.dec.ny.gov TIDAL WETLAND LETTER OF NON-JURISDICTION! NO PERMIT NECESSARY NOTIFICATION OF ENDANGERED SPECIES ACT JURISDICTION August 28, 2023 MARILAND LLC 149 DOSORIS LN GLEN COVE, NY 11542 Re: MARILAND LLC PROPERTY 600 BROADWATERS RD SCTM# 1000-104-10-05 CUTCHOGUE, NY 11936 DEC ID: 1-4738-04972100001 Dear Applicant: Based on the information you have submitted, the New York State Department of Environmental Conservation (DEC) has determined that: The portion of the referenced property landward of the 10-foot contour line, as shown on the survey by Kenneth M. Woychuk, last revised May 30, 2023, is beyond Article 25 (Tidal Wetlands)jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661), no permit is required under the Tidal Wetlands Act to conduct regulated activities landward of that line. In addition, DEC has determined that the portion of the project located seaward of the 10-foot contour line, as shown on the plans prepared by Giuseppe R. Adragna, dated July 26, 2023, is more than 75 feet from DEC-regulated tidal wetland boundaries and is listed in the Tidal Wetlands Land Use Regulations (6NYCRR Part 661.5#50) as a use not requiring a permit. Therefore, no permit is required under the Tidal Wetlands Act of the Environmental Conservation Law for this portion of the project. Please be advised, however, that no other construction, sedimentation, or disturbance.of any kind may take place seaward of the tidal wetland jurisdictional boundaries, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland nraatt Department of o"rvom°ur+m Environmelttll Conservation jurisdictional boundaries and your project (i.e. a 15' to 20' wide construction area) and/or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that DEC has documented the summer occurrence of the Northern Long Eared Bat (NLEB) (Myods septentrionalis), a species listed as "endangered" by both New York State and the US Fish & Wildlife Service, within 1.5 miles of the project location. We have determined that tree cutting at this location between March 1 st and November 30th of any calendar year may result in ithe "take" of these species within the meaning of Environmental Conservation Law (ECL) §11-535. The term "take" is defined, in-part, as the direct killing or injury of individual members of a protected species, interference with critical breeding, foraging, migratory or other essential behaviors, or the adverse modification of the species' habitat. Therefore,-to avoid a "take", we recommend that no tree cutting activities be conducted at the project site between the dates of March 1 and November 30 of any calendar year. Please contact the DEC Bureau of Wildlife at 631-444-0310 for additional information regarding NLEB. This letter shall remain valid unless site conditions change. This letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Sincerely, r Laura F. Star Deputy Permit Administrator cc: M. Kimack BMHP-TW File i 1 November 14,2023 Mariland Holdings LLC is submitting an application for building permit to Town of Southold. Project Address 500 Broadwaters Rd. Cutchogue, NY 11935 Included documents: -Application for Building Permit -Survey of lot 184 -4 sets of plans -Certificate of Attestation of Exemption from New Yor State Workers'Compensation -Suffolk Country Department of Health Services Approval -1 Copy of ResCheck -1 Copy of Manuals J, D,S Submitted by Dimitri Malakidis 917-685-7171 oOFFQLK BUILDING DEPARTMENT- Electrical IVL � ctorTOWN OF SOUTHOLD MAR 3 2024 y z Town Hall Annex- 54375 Main Road - PO Box 1179 o • Southold, New York 11971-0959 O Telephone (631) 765-1802 - FAX (631) 765-9502 ~.z, iamesha-southoldtownny.gov— seand(a-southoldtownny_,gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 3/12/2024 Company Name: MIT Electrical Contracting Inc. Electrician's Name: John Tsoumpariotis License No.: ME-61014 Elec. email:mitelectricalcontracting@gmail.com Elec. Phone No: (917)416-2712 Z I request an email copy of Certificate of Compliance Elec. Address.: 882 Willis Avenue Albertson NY 11507 JOB SITE INFORMATION (All Information Required) Name: Mariland Holdings LLC Address: 500 Broadwaters Rd Cutchogue NY 11935 Cross Street: Vanston Rd Phone No.: (917)685-7171 Bldg.Permit#: 50095 email:dimitrima@optonline.net Tax Map District: 1000 Section:104 Block: 10 Lot:5 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Install new wiring for entire house. Installed new service. Square Footage: I Lf225 S Circle All That Apply: #/(O Is job ready for inspection?: 0 YES❑ NO ❑✓ Rough In Final Do you need a Temp Certificate?: YES ❑ NO Issued On 3 14 2q Temp Information: (All information required) Service SizeFt/�1 Ph❑3 Ph Size: 300 A #Meters 1 Old Meter# 0 ❑✓ New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑✓Overhead # Underground Laterals 1 ✓2 ✓ H Frame M Pole Work done on Service? DY ✓ N Additional Information: Installed new pole on property with a single phase 300 amp meter pan. Installed 2 sets of 4/0 aluminum wires from load side of meter pan into house. PAYMENT DUE WITH APPLICATION 3I ICI 2y � � Q-7 S r4 c.* l o 4 47 vo b? 0 Sbo9g 0 C WE E BUILDING DEPARTMENT- Electrical lrftpector TOWN OF SOUTHOLD MAR 1 3 2024 E3;�.�Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 E Telephone (631) 765-1802 - FAX (631) 765-9502`- ameshp_southoldtownny.gov — sea nd @southoldtown ny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 3/12/2024 Company Name: MIT Electrical Contracting Inc. Electrician's Name: John Tsournpariotis License No.: ME-61014 Elec. email:mitelectrica[contracting@gmail.com Elec. Phone No: I request an email copy of Certificate of Compliance Elec. Address.: 882 Willis Avenue Albertson NY 11507 JOB SITE INFORMATION (All Information Required) Name: Mariland Holdings LLC Address: '500 Broadwaters Rd Cutchogue NY 11935 Cross Street: Vanston Rd Phone No.: (917)685-7171 Bldg.Permit#: 50095 email:dimitrima@optonline.net Tax Map District: 1000 Section:104 Block: 10 Lot:5 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Install new wiring for entire house. Installed new service. I Square Footage: 1142265-1 Circle All That Apply: jtk LA44 0 VW) AO Is job ready for inspection?- YES ❑ NO R]Rough In I Final Do you need a Temp Certificate?: YES ❑ NO issued On ;E;n 4�iLfl Temp Information: (All information required) Service SizeFv]1 PhF—]3 Ph Size: .300 A # Meters 1 Old Meter# 0 ZNew Service[]Fire Reconnect[]Flood Reconnect Oservice Reconnect[:]Undergrgund R]Overhead # Underground Laterals 1 FV12 rV-� H Frame [—] Pole Work done on Service? E]Y R]N Additional Information: Installed new pole on property with a single phase 300 amp meter pan. Installed 2 sets of 4/0 aluminum wires from load side of meter pan into house. PAYMENT DUE WITH APPLICATION 4 V-4 c l 6 4 �Lo e>? 4T 5bo-9 g- 512-612--f 10-74&0 el) PERMIT p Address SlNitches Ourle.ts GFI'S � C Surface Sconces / 5G HH's iy') � t vp Fridge HW .:ans �. Exhaust Oven W/D y 0W IMm ,mokes Micro Generator -arbor Cooktop Transfer AH�1 Hood Serv;ce Amps Have Usec .pedal Onl.l en1:5 a ran IAA�--- --- - FFOLIr�oG BUILDING DEPARTMENT-Electrical Inspector ca M TOWN OF SOUTHOLD oy • �� Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 Telephone (631) 765-1802 1 Temporary Certificate # 1&6-2— Date M(Wd l `7" 2024 Customer Name u r_ Electrician Name 1 T' C - Address �Qa(, �L Phone 4CI& 7/ e-mail ;,H' A e iti e-mail i •4oM Phone License# 16- /p/lis, Size OO A Phase Overhead Underground #of Meters / Remarks #of Underground Lateralsi 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y N O Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation, is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date above. Authorized by �, (37 r T L� Sao -77 r,T- �� t 101 s zND r�� 2 L` � 5 c� �p 5 � 1 ' \ I r- -- - - - --- , , ------ - -_EE ATTACHEDSPECIAL CONDITION' - --- -- ---RADINCPLANAID/OR SLOT LA _ 1--------------------- � I I I I _ \ Z U IMFROvSD LOT 1 I �' w 1 \ o U) -d o RESIDENCE \ I1 .� j . .� . . ■■�.■ . ■ ....■ . ■ .■�, ■ ■mod.■■ . . ..I.■. . . 'I __ - N 1"la8'2 ���11 \\ ` I PUBLIC WATER ' n / I /// /" -- I __ I I tl I \ IN n ■ T�■■i ■ ■ ■■ice',■ i �r■■■ ■ . \ ■ ■ ■■■� ■ ■ ■ ■ ■ 310,Q�' tt I tt \\\ // I Z D P 0 O+ willow, ' 7 + DSILT FENCE? �� ■ �■■■■1■ ■ �■■■ ■ ■ \ _ / I x I qo W � e 1 ■ ■ �"'� ■ ■� z ' m.? I,�\ I 1 / / I i I \ s TEST PIT-I / \ r' i \ I \ \ �' \ ■ ■ � ■ w■■� ■ ■ P. 0.; 0. GO / I ----I P W 9) co \\\ o 00 I i ' � 16�' - --i \ 0_ \\ I \ \ , \ m� — -C O C�2 co i \ _ o �-•� z GRAVEL ..�,\\ \� \\\ \ Ia , 12m'\ \\ \ / I ■ ■ � ♦ \ \ \ - \ \ \\\ \ \ \ \ \ / I / 3,233 SQFT. n�4m sacra: \. \ DECK I - `I w I WETLANDS REDUCTION }\. 1 \ P OP D (460 SQ.Fr.) \ \ I ® i ♦ \ \, \ \ / .. 1 I I w-U - T Rl' gyo IN \ \ POOL '� \\ \ \ \\ \\ \ \ / �\ I I TO /BUILDABLE LAND ■ t71 1 \ `�• �` 1 � u4� �70 � 1= L R g \ ',ELEv 12 � �\ \ � �\ \ \ � \ X \ 1�00 SQ.FT.J I 7- ' Q� ♦ \ \ •� \\ - - - - - - L3ROSS LOT AREA = 32,105 SQFF ■ �� �� \ �\ \ I 1 \ 1186' 36mo' 3230' I 1 I �.%' POOL \� `I m \\ I 1 11 \ 1 minus 3,233 SQFT, of WETLANDS ■ �2Q 1 \ TERRACE \ 1 ,3 1 \ 1 1 I \ 1 25012 SQ.FT. NET LOT AREA ' O ♦ ,� \\ \ \ (1086 SQ.FT.) I I 100 T III GK \ I I I 3 I�03 �xAR owl \ rn I N 11 I I / — 1 1 In — — — I — _l — —190.90 — — \� \'tv 11 1 I ■ 1 - — I I I— -4 — — 1—Im — — r- — —1 —\ -I I _. O -- ------- ----- J-------------- 1---rs----------•-GA �, I � 1 I - i3URl£D ELECTRIC-- -------{----------- ------- ------------- --- 7 ------w-----L-----•RURIED ELECTRIC------------ -------------- 0 / / I i I I I I 1 I II I 1 N U O ��R1=uT----C--- 1--- I--------- r----- _ , / ,UP- \ ----j- 1___________ 1 I I 1 a T� / 1 I — �, I i i I I I I I ' ■ - --------------------- ------------I-0 -==-=----------------------- I ------- -WATER-----1--------------- ----------------- --------'�-----F------------ -------------�----k�}�UATER ------t--- ♦ PROPPOSED I T ' 1 PROPOSED UTILITIES TO 1 - ♦ WATER METER I I 1 BE CONNECTED IN I \ I ;0 / // I J / I I / 1 ' I �I I I t m ■ U) i I I I ACCORDANCE TO TOU1N I \ I / / / I / I / // t / ^ I I I Z I, (tf 11 AND UTILITY STANDARDS I \ I / / / / \\ �\ 1 SILT FENGLEJ O U ice . . ■ ■ � ■ ■ ■ � . . �� ■ ■ � ■ ■ � ■ ■ �� ■ . � ■ � ■ ■ . . �� . . .I� . 1; ■ ■ �� ■ ■ ■ ■ ■ ■ ■ ■ ■ . �� ■ ■�� ■ � ■ ■ . ■.r� .l. . �� ■ ■ � ■ ■ L - / - ----- I l- - ■_w' S 0=J 51 4� .lU ;,- ;;--- I/ --/ ---`',; / +' ------------------ / �� I I I ID / / ! I ► I I / // IMPR6vED LOT I I / / , :1' / ;, �;---I-- ►— tv 17"'0 Q) O RESIDENCE I / / / I 1 I 6 / i/ PUBLIC WATER � S f TE= i=L,4�1 O (D Q) / SCALE : P 15'-m° ----------------- ZONING INFOiR"IATION ZONE: R-4O _ ' i i Srgn4Seal: SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES I I DESCRIPTION MAX/r'IN PERMITTED PROPOSED ►5'-5" MAJOR DIVISIONS « TYPICAL NAMES 32,105 s ft. GROSS PERMIT FOR APPROVAL OF CONSTRUCTION FCR ABRED�C s""1801" LOT AREA 40,0Q0 sci.ft. 28812 spft.NET h' ; PROPOSED I I ��� Q "" SINGLE FAMILY RESIDENCE ONLY FIRST FLOOR 2,534.91 s .Pt. 1 2 3 4 LOT WIDTI-! 150.0Pt. MIN. I , - SECOND FLOOR 1,689.50 s St. `A' LOT DEPTH 115.0fi. MIN. ± 310' `""`" i TOTAL 4,224.41 s .ft. ilk 5 �'7 Y Y LWELL E4OR E GRAVELS.GRAVEL-SAM MIXTURES, w x FRONT YARD 50.0' 106.13 DATE 11/13/23 :S F. O. R-23-1136 - f MAX ALLOWED:4,231.2 SQ.FT. I I N d �_ =o a (�P POORLY GRADED GRAVELS OR GRAVEL-SAND MIXTURES. APPROVES I 1 I Itunde h�i ft !!r �itunlessto altin MIS�I w LITRE OR NO FINES REAR YARD 50.0' 190.90' I I I �bq� 9 ttTuu FOR MAXIMUM OF I ( er an item m a a the seal of an V. IONIn!* IqM �1►� SILTY GRAVELS,GRAVEL-RAND•SILTMD(TURES SIDE YARD 15m' 15.S5' 8 BEDROOMS � Ii FIN 0 tVl is �,7 architect s atte g architect shall affix to EXPIRES THREE YEARS FROM DATE OF APPROVAL _ _ - ---- - -__---_-- ______—_— — - his item the seal and the notation"altered b�!followed 81- / SIDE YARD 15.0' 2025' - - — - — - - -- - -- - - _- _ -- r - -----_- �- --- ( by his signature and the date of such alteration,and a z I l�C CLAYEY GRAVELS,GRAVEL-SAND.CLAYMIXTURES. I \\ �� I specific descrIpbon of the alteration. $0 W \ V SIDE YARD AGG. 35.ra' 3584' 40'-101 I f ! \ �i I �15'-43n w� 2 � C% WELL-GRADED SANDS,GRAVELLY SANDS,LITTLE OR NO N= 5 p"� ' Ss� ��W FINES. FLOOR AREA MAX. 4,231. SQ.FT. 4,224.41 SQ.FT. I 4 EXCAVATION INSPECTION REQUIRED _ _l F a C` POORLY GRADED SANDS OR GRAVELLY SANDS,LITTLE OR w d � ��P NO FINES LOT COVERAGE 20% 5,114.4 sq.ft. 4,123 SQFT_ 1636 io N , BUILDING HT. 2'�2 STORIES -- 35ft 28'-9" FOR SANITARY SYSTEM -1Y�= ; U w v� C%M SILTY SANDS,SANM LT MIXTURES. I _ ._I N n BY HEALTH DEPARTMENT I rn C% CLAYEY 8ANDS,SAND CIAY MIXTURES. MAX. GROSS FLOOR AREA: = i--- -_i I -' ""� ap W . pI ��C L 3,350 SQ.FT. PLUS 10% OF LOT AREA IN EXCESS OF 20,000 _ N — - - N '- "MAITIC SILTS AND VE"FINE Suf�,RooK fLMn S LTr as 2 8,8'12 SF. - 2 0,000 = 8,8"!2 SF. l f i ( } N PAL CLAYEY FINE BANDS OR CLAYEY SILTS wTm man KmTICRY 8,8-12 SF. x 10/ = 801.2 S.F. I ;N �' /. I; I f � r`) I 'Z' � t �,� ,xr� it /' w.J l m S 2 zd 3,350 + OB12 = 4,231.2 SQ-FT• L I'r:,' L I II :..,,, •• I V = 1 0MQA1WCCLA"OF LOW TOMEDIUMPLASTICRI'GRAVELLYCIAYB 9 W .a 16- CL SANDY CLAYS,SILTY CLAYS,LEAN CLAYS Design Professional's Certification Required. J v1 N LO LOT COVERAGE/ BUILDING AREA: Submit P.E.or R.A.Certification For i,'" ' d Q w ORGANIC SILTS AND ORGANIC SILTY CLAYS OF LOW RESIDENCE 2568 I I� O N Ln J OL pugTlCfTy FRONT PORCH 139 The Installation and Construction of the Sewage Disposal System - _ __ _- ___ _ — I I I � REAR DECK 460 Use Form WWM-073 � rl\� s � J � '- _ - (' , / I e � y $ M H INORGANIC SILTS,MICACEou9 OR DISTOMACEou3 FINE POOL 800 I ,� � g } t Z SANDY OR SILTY SOILS,ELASTIC SILTS. EXTRA STRENGTH FILTER FABRIC _ �' / \ ; I I " GARAGE 156 DIVERSION RIDGE REQUIRED — { 1 / INORGANIC CLAYS OF HIGH PLASTICITY.FAT CLAYS w a, 4,123 SQ.FT- WHERE GRADE EXCEEDS 2% 2 x OR GREATER NEEDED WITHOUT WARE MESH SUPPORT i I Z N .B LWtd l�H -� G L I u/_ — _ i I I I i _ _. CO STEEL OR 1 lJ CY 10HORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY, ROADWAY ���/\ \ WOOD POST I _ - -- i = r U — --- ORGANIC SILTS.- -- --- \/\�\//\/ i'�Y/i`//�\/j /// i../� ATTACH FILTER FABRIC j i - - + %I ��, k ^� �! E .�: `-FILTER FABRIC SECURELY TO UPSTREAM —KV ( _� - I, I LL 1SECTION A-A SIDE OF POST FLOW Q NOTE: / f -- - 4'-2 " '25'-11�ii 13ijOn I \ r _ ii STRAW BALES, SANDBAGS, SPILLWAY USE SANDBAGS, STRAW BALES r :'`• L 2 - ._ i i I I - n ti' I i - L� OR CONTINUOUS BERM OF OR OTHER APPROVED METHODS , - - � - TO CHANNEUZE RUNOFF TO 11 I — EQUIVEL.ENT HEIGHT _ i _-- , E OBSERVED BY: OBSERVED EiY: BASIN AS REWIRED. `�:�:�" ' � \ / r ' TEST PIT 1 GIUSEPPE ADRAGNA, R.A. TEST PIT 2 GIUS1=PPE ADRAGNA, RA. 1 / / /�/. 10' MAXIMUM SPACING WITH -_ G I I I — I - LIC-•040151 LIC. #040151 SUPPLY WATER TO WASH / /\/ \\/\\j\�j, WIRE SUPPORT FENCE �1� -5" - WHEELS IF NECESSARY \\\\'` \\ \ / S MAXIMUM SPACING WITHOUT DIG DATE: JULY 11, 2023 DIG DATE: JULY 11, 2023 \ WIRE SUPPORT FENCE - TIME: 11.30 a.m. TIME- 12-00 pm. � WEATHER: 82' MOSTLY SUNNY WEATHER: 82' MOSTLY SUNNY 3 ^� � , _ _ __ \ � � 1 -'i ��=� I START GROUND ELEV..- 15.0' START GROUND ELEV.: 11.0' �` FIOw '� �— FLOW —STEEL OR WOOD POST C' I p i m --J i+ t Project Title: DEPTH OF PIT: 15.0' DEPTH OF PIT: 11.0' titi° � as' HIGH MAX. L '-1 1- -— I J --- ' - ��'e -J I ^ / I _ _ i _ GROUND WATER: 14.5' (EL.. 0.5 ) GROUND WATER. 10.5' (EL. 0.5) Ftow — -- _ — - ---- - - -- - -- -. — - -'--- — — - - -_-{- — �— BROADV�ATERS MATERIAL CLASS OF MATERIAL CLASS OF 4° ° l -- �� % _ Rr - I ROAD DEPTH (FT.) DEPTH (FT.) LIl DESCRIPTION MATERIAL DESCRIPTION MATERIAL � n PONDING HEIGHT PONDING HEIGHT , �; jr TOPSOIL I1-005 TOP SOIL 11-65 A, I A 2'-3' A 3/4' MIN. DRAIN ROCK = 1' 1' a MOURBE AGGRTHICK o0 0 12' MIN. FLOW 9' MAX. p STORAGE HT `.�..`.�:`/..`//.. /\/\ \ \ \ \ \\�\ Drawing Title: COARSE SAND CiW 1 }I 4 GRAVEL 6-65 0 COARSE SAND GW I✓\�%/\\ \j/\�/ I�/\�j/ //\\jT\j�� - 6-65 /\ '\'��\\,�� 12' MIN. 4 GRAVEL DIVERSION RIDGE 12' MIN. /� \ is\` _ �� �_ ., �r-- , SITE PLAN 9' c,G 50' MIN. �\ / - ,\\; 14'-il" 14'-1" 14'-11" 14'-il" ' 1 I' 0.0' SILTY CLAY 0.0' WITH.COMPACTED ./\/!•' I I L— — - - - - --- 10-65 - -- 10.5' ROUND WATER NCOUNTERED PLAN BACKFlLL — -_ _ _J I I L — — 11 END OF PIT o IL FINE SAND, SM NOTES: TRENCH DETAIL INSTALLATION WITHOUT TRENCHING (� �� .�i SILT 0-65 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT '!r _ _ TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY NOTES: Project#: Scale: 14.5' ROUND WATER NCOUNTERED- REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED 1. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE 5.0 END OF PIT g 15 S.0' 1000-104-10-5 TO TRAP SEDIMENT PONDING EFFICIENCY. As Noted 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO 2. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE PUBUC RIGHT-OF-WAY. SEDIMENT WHEN NECESSARY. 9' MAXIMUM RECOMMENDED STORAGE Date: Sheet#: 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED HEIGHT. WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR September 28, 2023 x of x SEDIMENT BASIN. 3. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY �/\t NOTE: STABILIZED. SheetCC'�'1�PER UNITED STATES DEPARTMENT OF TEMPORARY GRAVEL CONSTRUCTION FIRST FLOOR PL,4N SCALE = N.T-S. SECOND FLOOR }CLAN SCALE = N.T_S_ ►Jl — 1 O 1 . o THE INTERIOR GEOLOGICAL SURVEY ENTRANCE/EXIT DETAIL SILT FENCE DETAIL WATER-SUPPLY PAPER 1619-GCS PRINT 3 Ste; NTS SCALE: NTS HIGHEST GROUND WATER TO BE AT EL. OD „ ; _y W. - I 11� / 1I L.............. I ` t ----- I RIM I-Iff I INV g 1350' LOT 1 � ' .�' f ■ ® e ® e e / ' I I I 11 \ / RESIDENCE 1 N 10� 2 00 i 1 nl e� e ■ �1'®■ ■ e ■ I \ 1 1 PU11 i BLIC WATER () � \\ d °' 1 •\�`- ,� � �----- -- i� � 10'0�10'DEEP cn � ■ ® ■ \ I �'' � \ \\ \\ Q F / , --------- -------------- / - ■ e -----�----------------- j LE CHINCx I I I I ■ ■ e ® mam e ■ \ 1 I rn o ■ e f \ a Future INV 1350; I f RIM Q 1 fL/' I 1 --_---- ■ ■ I f f I Expansion 80' ---- ---- \ ------------- A \ \ \ e e e e 1 c f~ U 4, -------------- ------------ �' / P �� INv m 1�50; I 1 \_________ -__ POOL TERRACE o `� o 1 ♦ i LeachingI 1 \ - \ i' Pool 1 --- DECK ���_------------------ \------------- 1 / O / TEST PIT-1 / \ \ / C-2 ; 01 roti J':4 OIUTSGON L \ � \ � \ rn w /. CAST \ �IRON FT. MIN. 1 \ \ ; 7� r., _ ___ 17gv cco co o o CID SEPTIC) ---- ♦ B�x 3 I I I \ TEST PI -2 �\ !CLEAN OUTCQ co GRAVEL \ 1 0 0 0 \. DE ARAGE _\ ------------=- _ I ; \ -. D m 146m sa.FT..) \ \ \ DRIVEWAY -=1--:-.=-.----.-.---=-. - fi w�(I - �.�- TO 'Y UJE1�L IN ♦ - - x I \ \ ,• �; \ \\ t\I' ,.. I �\. i B-i \ i �\ I ELEV 12 ' Q) \ \ 00 I 1' \ I : j , - E LAIR o -1.0 \ I \\ \ O �� X X 1 \ ; CgO,a Sa.I=T.) 1 \ Zi ® \ --,��i �` �: i 2 5 \ ' \ \ O M \ I -n _ I 1 120pit z I I 1 I5.96' POOL \ \ \ U zz I 1 111I 1� ' \ \ \ \ -' TERRA(tE \ \ \ 1 r �► '''- \\ \ ` \ CCE S . 3 -C \ o ° - \ \ 1 till \ \ \ �1 \ A uYl �\ \ i I I i \ \\ 1 0 U31 GARAGE n Tn ' \ �� ♦ \ \ \ \ I ' Z l7 I\ i 1 CQ 12.1' I O 12 Y ( 1 1 1 l l , y, ♦ / `', _ \\ \ \ \ \ iJ C-i5 Q T ) i �� �% i ' ICI' 1 1 / 12.5 i 1 1 \ I � v' o U \ \ \ 11 I Ul 1 1 I 1 E�-� I j i I 1 ,� 1 I �' U > \ 1 t -1------------- D i°a -SAS / I I I 1 1 I 0 ------- ----------fi----- - -----i5URIED ELECTRIC---- 703--- -----------� ---- - / ---- ---- I I 1 I p p ---- BURIED ELECTRIC-----------{------------1----------- ------ -I- ------------I --- rauJ---- 1 ------ - ----------------- _-------- ------ - �,u_-------•-- - -------- 1-------- 1 --`�-------- -------------------- ------------- --------y=---- -- a- (CS p--; - ---------- ----------- {DATER------ ---------------1 T I- / -WATER-------f--- •� ♦ _0_ /' ED I I I 1 PROPOSED UTILI I!ES TO I \ I / \ \ i I / I O 0 -----'--------I--------------I----------- BE-CONNECTE34N��---4----- - ---- -----------L ='--------L---- ------------ --------------------------- ---------------------------�----------------------------- - U ® WATER-METER--- -------------- \ ----- - -�- -- 1 / --------------- \ ----- --- -----------------/----- RI ACCORDANCE TO TOWN - r -- 1 AND UTILITY STANDARDS I \ ' / / / \ \ I I ✓ f rd Wi ■ ■ ■` "eeet-■ ■ `�i a �f�_■_�_ _■_■_i®_ a ®.-�- O U a®u® ■ ■ ■ e•. ee ■ e ■ � 1ie ■•,■ a ■ -- a ■ e ■ ■ ■ ee ® ee ■ ■ ® ■ ■ ■ ■ a ■ ■ e ■ ee e ■ ■ e ■ ee ■ e ---------- -- ------------------ ----------------------- ----------- ---------------- --------------------------- 'I vJ Q) / I i 1 / -7.--- ,, /----- ---------------- >; - -------------------------;`>%"--------------------------- --------------------------____- ___-__------ ' ----------- ------------- X>! ---------- --------------- ---------------------------/ / / \ I / 0 1 \ ,;;------------I-------------- `>`---------I----------------- ' . 0a 51 40"l\LU \ / / ��----------------- /-------- ------42- .0/ / I1"!PRO VE D LOT _y Q \ 1 CAST IRON FRKYE AND COVER �l TO GRADE SURFACE WATER ENTRANCE) RESIDENCE I -y (TIGHT-FITTING TO PREVENT / PUBLIC WATER TIGHT JOINT Sign<Seal: FINALGRADE�� � r I BAFFLE YIN.SLOPEL>/8•;'FT. , I T•E fi L.,4N I �" lr MAX. r-� �EtED A/�C R.S. � �E R.Ap C, STORMUJATER DRAINAGE SCALE :: 1" = 10'-0" ' I ��z' � � Its RIM ELEV. VARIES 2FT.YIN. 4 SANITARY SYSTEM PROVIDE COLLARS TO MAINTAIN 3'•PRECAST CONCRETE NOTE:ALL OUTLETS _ INVERT ELEV. 6"POUREDAN-PLACE AT SAME ELEVATION RIM Mt-B- t"D.PIPELINE -------------------- ------•�.------- TIGHT101NT _ J - MIN.SLOPE 1/8",FT. It Is a w f tlV4leafr�Ar ,unless acting El SCUM BA B -� - un allder th itect,to alter SIN he sea] ' INVERT 3,. arch ct Is altea ar httect shall to �Nv��2 C 14.42 __ --- ELEV. .INVERT 9 an CHAMBER Volume al - his Item the seal and the notation"altered b/'followed - sedimentation Chamber 397 INVERT 1425 INVERT' 6,.YI"' ELEv. Anaerobic Filtration Chamber 396 INVERT - ------------ ---- by his signature and the date of such alteration,and a AIR LFTP'�UM' Aerobic Contact Filtration Chamber 181 NOTES 13. THE TRANSPORT PIPE SHALL HAVE A CONTINUOUS SLOPE TO FUJI CE10 ° 14�8� 1383 DISTRIBUTION BOX specific description of the alteration. ® ISINFECTION Clarification Chamber 90 1. OWTS SHALL BE TESTED FOR WATER TIGHTNESS PRIOR TO ALLOW THE PIPE TO DRAIN IN BETWEEN PUMP CYCLES. 00 CYLINDER(OPTIONAL) Disinfection Chamber 6 ARRIVING 0 SITE USING A METHOD APPROVED BY THE 14. PROVIDE A RESIDUAL HEAD OF 5' AT THE END OF EACH TREATMENT TANK DISTRIBUTION BOX Total Volume 1069 MANUFACTUEER. LATERAL. CONTRACTOR SHALL DO A SQUIRT TEST TO DOCUMENT D I STR I BUT I ON 4"INLET PIP 4 •OUTLET PIPE 2, THE ENGINEERING OF RECORD, A SUFFOLK COUNTY THIS REQUIREMEM IS MET. A� !A SPECIFICATIONS , BOX +•�" REPRESENTATIVE AND A FUJ[CLEAN REPRESENTATIVE SHALL 15. EVERY FIFTH ORIFICE TO BE INSTALLED IN THE 6 OCLOCK SCALE: NTS N Anaerobic Media PP/PE , , OBSERVE TIE SEPTIC SYSTEM PRIOR TO BACKFILLING. POSITION TO ALLOW THE LATERAL TO DRAIN IN BETWEEN 10 x 10 Board Type Aerobic Media PVC/PP/PE /� C 8'DIA a 4224 CF/I'SECTION V■25' FFLUENf Aerobic Media PP/PE 3. A FUJI CLEW REPRESENTATIVE WILL BE PRESENT DURING CYCLES. PLACE AN ORIFICE SHIELD UNDER THE PIPE AT THE - LEACHINCH POOL DfR,'-�cIN,4GE DEJIGN U MET AR LIFT PUMP Blower 3.5cfm SYSTEM STNT UP. LOCATION OF THE MAIN HOLES TO PREVENT SCOURING. 0 COEf�fICFENTS: ROOF:lm P1f'ERVIOUS:IJ� GRAVEL:0B � ® Tank FRP 4. THE OWTS NSTALLER SHALL HOLD APPROPRIATE I/A OWTS 16. A HOUSE TRAP SHALL NOT BE INSTALLED UPSTREAM OF THE ' DRAINAGE ROOF GARAGE VELD TERRACES POOL 4 DRAINAGE DRYUIELL EFFECTIVE DRAINAGE N m r� Piping PVC/PP/PE ' d) ENDORSEMENTS FROM SUFFOLK COUNTY DEPARTMENT OF HEALTH TREATMENT TANK. THE TREATMENT TANK SHALL VENT THROUGH SYSTEM AREA(s.0 AREA(5.0 AREA(0) AREA(0) RRACE(s.F. READ(C.0 NUMBER DEF'TN(1`0 PROVIDED Access Covers Plastic/Cast lron AND SHALLBE AN AUTHORIZED INSTALLER THE SEWER PIPE NO ADDITIONAL VENTING IS REWIRED. A 0 156 1,S10/1,516 0 0 583.0 A-1 14 591 r-S. N LOW BAFFLE I 4'AIR INTAKE Disinfectant(Optional) Chorine Tablets 5. THE OWTS NSTALLER SHALL REGISTER THE ONSITE TREATMENT 17. MAINTAIN A MINIMUM COVER OF 4.5' OVER THE PROPOSED WATER SUBTOTAL 5151 cS. W ^ RECIRCULATION TIENIN (CLEANING OPENING) �J FLOW OPENING(TYP. B SYSTEM WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH. SUPPLY LINE. � PLAN VIEW 6. THE SURVEYOR OF RECORD SHALL PROVIDE RECORD SURVEY AS 18. ALL COMMUNICATIONS & ELECTRIC LINES TO THE CONTROL 0 B 2310 0 0 139 0 61225 B-I 8 331 CS. to REQUIRED F SCDR PANEL AND TO THE OWTS SHALL BE INSTALLED IN PVC PIPES. 5-2 8 331 c.f. U 7. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN DIRECT BURY SHALL NOT BE ALLOWED. a� ,-DISINFECTION 4'ACCESS COVER 20•ACCESS 20'ACCESSCOVE 24'ACCESE;CO CYLINDER(OPTIONAL) THE MAINTINIANCE PROVIDER AND THE PROPERTY OWNER SHALL 19. THE ORENCO EQUIPMENT SHALL BE INSTALLED ACCORDING TO �,p_ It ram' __ ___ 0 (T+P> mP) (TYP) BE PROVIDE) TO SCDH. THE SERVICE CONTRACT SHALL BE FOR THE INSTALLATION INSTRUCTIONS PROVIDED BY ORENCO AT THE SUBTOTAL 2362 c.f. °N1Or'E"'"G A MINIMUM)F 3-YEARS AND SHALL COVER INSPECTION AND TIME OF DELIVERY. NON-CONFORMANCE WITH THE INSTRUCTIONS - C 258 0 0 460 1886 651.0 C-1 8 331 C.f. ^ -I MAINTENANCE OF THE DOSING PUMP AND DRAINFIE LD. WILL VOID THE ORENCO WARRANTIES. 0 C-2 8 331 C.F. IJ CONTACTTM DIA B. A GARBAGEGRINDER SHALL NOT BE INSTALLED UPSTREAM OF 20. SPLICING IS NOT ALLOWED BETWEEN THE PUMP BASIN SPLICE SUBTOTAL 843 c.f. THE OWTS. BOX AND THE ORENCO CONTROL PANEL. TOTAL 2,568 156 L-510/1,516 5V3 1066 1,84625 TOTAL 4 386 c.f. �l C7 9. CONTRACTOI SHALL CONFIRM INVERT ELEVATION PRIM TO 21. SPLICES MUST BE PERFORMED WITH THE WATERPROOF WIRE - 1-{ICsH ST GROu�WATER i/EL 0 5 __-__-__-__-__-__-__-_ __-__-----_-----_- z CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF NUTS OR THE WATERTIGHT CLICKTIGHT CONNECTION SUPPLIED NOTES: t t► - 0 RECORD OFANY DISCREPANCIES. BY ORENCO. USE OF OTHER WIRE NUTS WILL VOID THE ORENCO 1. ALL DRAINAGE STRUCTURES SHALL BE PRECAST WITH PRECAST OPENINGS FOR DRAINAGE PIPE(S), AND SHALL CONFORM TO NASSAU V = CIRCULATION 10. PROVIDE DEDICATED BREAKERS IN THE MAIN DWELLING WARRANTIES FOR THE PUMP AND FLOAT SWITCHES. �I �` COUNTY AND/OR VILLAGE STANDARDS. �Q U B, e AFL�T ELECTRICAL PANEL FOR THE OWTS AND PUMP BASIN. 22. DISCHARGE PUMP FLOAT SWITCH DIAGRAM DRAWN FOR ' 1 I 2. ALL STORM DRAINAGE PIPING TO BE 6" HIGH DENSITY POLYETHYLENE PIPE (HDPE) 0 1.0% MINIMUM SLOPE AND 5% MAXIMUM SLOPE L � 0 11. ALL 26' R13ER PAN, SAFETY GRATE, AND COVERS SHALL BE ILLUSTRATION PURPOSES ONLY. WIRING SHALL BE PERFORMED IN I UNLESS OTHERWISE NOTED. ALL ROOF DRAIN PIPING TO BE 6"0 CORRUGATED POLYETHYLENE PIPE (CPP) 0 1.0% MINIMUM SLOPE. Q 4'-1• XG 4'-11' TUF-TITS RSE:R 20-RISP-GREEN, COVER 20-RISL FLAT, AND ACCORDANCE WITH THE WIRING DIAGRAM SUPPLIED AT DELIVERY. 3. 12" ADS BASIN - GRATE/COVER FOR ALL DRAIN BASINS SHALL BE 12" ADS NYLOPLAST DUCTILE IRON GRATE WITH CAST IRON FRAME, CV O 3 ORENCO 26 RG20 SAFETY GRATE. AND LOCKING DEVICE (OR APPROVED EQUAL) CAPABLE OF H-20 LOADING. < ® ERONICMEDIA 12. ALL 24" RISERS, SAFETY PANS, AND COVERS SHALL BE 4• CONCRETE STORM DRAINAGE UNITS TO BE PROVIDED BY LONG ISLAND PRECAST (631) 286 - 0240, OR APPROVED EQUAL M TUF-TITE RSE:R 24-RISP-GREEN, COVER 24-RISL FLAT, AND 24" 5. ALL INLETS AND GRATES SUBJECT TO VEHICULAR LOADS ARE TO MEET H-20 LOAD RATING REQUIREMENTS. ERATION ASSEMBLY ORENCO RG24 SAFETY GRATE E FINISH GRADE z" T CONCRETE 1/2 PRESSURE TREATED CUT POST AT AN ANGLE OPEN TO OR SOLID FOCOVVER MOUNTING BOARDS TO ALLOW WATER TO FRAME AND GRATE BRICKED TO SECTION A-A VIE�IV SECTION B-B VIEW BRICK REEL D GRADE BELOW 1 MAX RADE BY CONTRAC OR IN 4" DIA. PIPE MIN. L REINFORCED CONCRETE FlELD ALLOW 4" MIN. 12 MAX, OVER SLAB - TRAFFIC TIGHT JOINTS I FUJI CLEAN NEMA 4X RUN OFF FOR AbJUSTMENNT C.I. FRAME & GRATE TQP ((H-2 RATED MIN. SLOPE 1/8" FT. I CONTROL PANEL RIM 8 THICKN5 AT �E.W. MINIMUM I/A OU1T8 - -I BEDROOM , --- I IN CONCRETEORENCO NEMA 4X TOP LE RING ELEV. t; MIN. Project Title: 2 MAx. BROADWATERS �- OUTt SEE PLAN FOR FRAME AND COVER TYPE 3 MIN. ELEC SERVICE CONTROL PANEL (FOR HOPE INLET --�---�--1 TOP ELEV. FOR DI TRIBUTION POOL TO AIR PUMP O SEE PLAN 4. RECAST CONC. -I-10 GALLONS PER DAY CAPACITY REQUIRED MIN. 3' 0' ELEC SERVICE INV E I _ STORM DRAIN ROAD MIN. IV MIN. AIR PRESSURE TO PUMP BASIN _ _ _ USE FUJI CE 10 - 900 GALLON CAPACITY N ALARM TUBE GEDTExT,LE ®® a CONTROL WIRING TO ®®®®® tv I W 1 _ I I = O OOOO�OOO _ ___ I Drawin Title: LAC-LING .�7Y.�7TM DESIGN I -1 000000001� I z TREATMENT TANK ®®®®lam _ ____ 9 � �Z �000000000� � _ I �• a.J _ U0 oo1=11=1 � PRESSURE TREATED ®®®®® DRAINAGE & W ��������� tD 4K4 POSTS ®®®12�® I BEDROOMS x 1S0 GAL./ BEDROOM/ DAY = 1050 GAL/ DAY DESIGN � OOOO�OO�O WEATHER RESISTANT M �a SANITARY III �tr �OOODO�OO W ®®®®® _ ____ o l_W 5E0 SQ.FT. LEACH--LING POOL SIDEUJALL REQUIRED ° a GROUND WATER ���00000004 ` 3'-D"MIN. ENCLOSURE SUPPLIED -0" _ ___ W "N 10•0 TO GFOUND BY MANUFACTURER QUICK DISCONNECT TMP ®la®1�1� 1 a SITE PLAN U5E (1) 10l(P x 181 DEEP LEACHING POOL, 565 SQFT. PROVIDED BACKFlLL UNDER AND AROUND DRYWELI WAIF I MIDWEST P065P ®®®®® - ---- _ _ WITH GRANULAR MATERIAL CONTAINING 6' PENETRATION INTO ACCEPTABLE 0®®®® -I '9a `'; m °e LESS THEN 157 FINE SAND, SILT & CLAY. LEACHING MATERIAL i MAC 8OR AIR BO1n7OM OF r - (SILT & CLAY FRACTION NOT TO I SEE SOIL BORING FOR DEPTH TO BLOWER /J�/� /\ ///J�/� r WALL ' Project X: 5cale: 1201a GAL/ DAY / 2 GAL/ DAY = ZrJ00 S i t. OF SIDE �.t/ALL SURFACE RQ D ACCEPTABLE LEACHING MATERIAL AS NOTED ON PLAN EXCEED 57) ' I I •RING DEPTH MAY BE GREATER \ � 1000-104-10-5 As Noted I---MINIMUM TO /'� PNEUMATIC HOSE 6• MIN. PENETRATION '° GROUND WATER THAN EFFECTIVE DEPTH /� 5heetN: TO DOSING PUMP 4° THICK PRECAST ELEC SUPPLY LEACHING MATERIALr;, ': BACKFlLL UNDER AND AROUND ORYWELL Date: USING 10 LEACHING fi OOLS = 600 scl.ft. / 31.E scl.ft./ Y.F. = 19.1 Y.F. fiREQ D %` ----- ---- �' CONTROL LINES TO CONCRETE PAD FROM DWELLING c LWITH ESS THAN U 5R Fl ER8AND�SILTNQcO October 11, 2023 x of x TREATMENT TANK CLAY. (SILT do CLAY (FRACTION NOT TO sheet: I 1 = f �®� LEACHING POOL VIRGIN STRATA •- _ EXCEED 5%) USE (2) 10 4) x I0 DEEI LEACHING POOL NOT TO SCALE CONTROL PANEL 3 DRYWELL SP - 10 2 . 0 0 - 20ft EFFECTIVE DEPTH SCALE : 1/211 = lr_0l1 NTS C-1 C-1 SCALE: NTS S.C.T.M. NO. DISTRICT. 1000 SECTION: 104 BLOCK: 10 LOT(S):5 BROADWATER COVE TIE LINE S 81'07'46° E 71.92' - I ORELINE O TIDAL WETLAND INTERTIDAL MARSH BOUNDARY AS DELINEATED BY EN-CONSULTANTS —MHW =. . _ �FL 1.2. =_ AUG. 5, 2021 M4 _2 FENCE 2-- ----- 5.6:P3 OTHERWISE BOUND TR�DAREA NOV. 16, 1991 t �� ��'6.OW ZONE AE(EL 7)� I i oe•Noo/� a/ � X — 4 ZONE/AE(EL 7)/ ) \ a -5-� / n Ln m 8ul / DECK I I /gyp%01�`// / ---- ? ZONE X// 0.219/CHANCE ANUAL FLO C DWELLING u I -�/ / // / _ \�10 LOT 185 // �1 "ilZONE X / I Dad,`/ L _ DECK / LOT 183 POOL 1 //LOT 184 �� --12 I 10�/ L DWELLING i /oo/ / / 13 2.6'E L _ 12- / // I DWELLING I 13, / / - --_ — J 15 4• / / N 14-/ / J -16 15-- // VACANT W -- -NO BUILDINGS- -- N 17 ��- o - //- ��/ ��18 Z 18- _�20 �23 -24 9.2'N x MON. -22--�`�` // \ a&_ FO 022' '`' grc \�26 QA+y � �j25�' � H 0_E0440� ..9'N 27 �p U.P'd MON. 469.O 02' 4 � z 460 REVISED 05-30-23 FIELD INSPECT/UPDATED 03-22-23 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS FEMA MAP#36103CO164H AND OR DATA OBTAINED FROM OTHERS. AREA: 32,105 S.F. or 0.74 ACRES ELEVA77ON DA77iM: NAVD88 UNAUTHORIZED ALTERATION OR ADDITION TO 774IS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF 77-IIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 7HE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE: 774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 774E STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL S7RUC77JRES OR AND 07HER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE S7RUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 774E PREMISES AT THE 77ME OF SURVEY SURVEY OF. LOT 184 CERTIFIED TO: MARILAND LLC; MAP OR AMENDED MAP A OF NASSAU POINT CORE TITLE SERVICES LLC; No.CORE27950 FILED:AUG 16, 1922 No. 156 SITUATED AT.CUTCHOUGE TOWN OR SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 PHONE (831)298-1588 FAX (631) 298-1588 FILE #221 —198 SCALE: 1 "=40' DATE: OCT. 15, 2021 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk S.C.T.M. NO. DISTRICT: 1000 SECTION: 104 BLOCK: 10 LOT(S):5 BROADWATERINE COVE TIE L S 81'07'46" E 71.92' — — ORELJNE I o TIDAL WETLAND INTERTIDAL MARSH BOUNDARY AS On DELINEATED BY EN—CONSULTANTS —MHW _ AUG. 5, 2021 MHW FENCE 5.6'E OTHERWISE PROTECTED �,. AREA BOUNDARY PIPE >c' NOV. 16, 1991 6.0'W�� \ ZONE AE(EL 7) s� P Oq'MOzogg — _ ZONE AE(EL 7) n c \ ` - - - � i xo \ok`o �eC1► Ln Ln DECK I I /p to m 41 / _ _ C ZONE X / 0.2Y CHANCE ANNUAL FLOOD G DWELLING LJ I LOT 185 oa� l�/Z NO E X � LOT 183 ` POOL 1 — I I L — � CO LOT 184 I I L PA110�DWELLING i 2.6E C � I O L I 15.4' I --� Y m 20.23' 1L,UII I 25 o I S' ro I I DWEWNG � I MAW I I 1.e' 0. 1.2' 20.25' 14.0' 1.5.8, Q I O O M N 21.0' O OO 15, O z 17, rn J A N - 9 ?024 z X MON. �9 z A '9902 '^ 94 229" PA Aq E" ! z f ZO <qlj � °?2 J, 0.VE ,y a T U.P0 �O MON. 469.02, FOUNDATION LOC. 01-08-24 Z REVISED 05-30-23 FIELD INSPECT/UPDATED 03-22-23 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS FEMA MAP#36103CO164H AND OR DOTA OBTAINED FROM OTHERS AREA: 32,105 S.F. or 0.74 ACRES ELEVA77ON DATUM: NAVD88 ____--- UNAUTHORIZED ALTERA77ON OR ADD177ON TO THIS SURVEY 1S A VIOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TUT70N LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 7HE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 774EREFORE 7HEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUC77JRES OR AND 0774ER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOT 184 CERTIFIED TO: MARILAND LLC; MAP OF:AMENDED MAP A OF NASSAU POINT CORE TITLE SERVICES LLC; No.CORE27950 FILEMAUG 16, 1922 No. 156 SITUATED AT: CUTCHOUGE TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE #221 —1 98 SCALE: 1 "=40' DATE: OCT. 15, 2021 PHONE (631)298-1588 FAX (631) 298-1588 N.YS L1SC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Roychuk C T.M. NO. DISTRICT: 1000 SECTION: 104 BLOCK: 10 LOT(S):,5 BROADWATERINE COVE TIE L S 81'07'46" E 71.92' — ORE UNE 0 TIDAL WETLAND r- INTERTIDAL MARSH BOUNDARY AS DELINEATED BY EN-CONSULTANTS —MHW _ AUG. 5; 2021 MHW FENCE 5.6'E OTHERWISE PROTECTED AREA BOUNDARY PIPE NOV. 16, 1991 6.0'Wo' \ ZONE AE(EL 7) s- N � •'' �OF o / / X " ZONE AE(EL 7) In z� x �O ,qcO LOT 184 I $ / ZONE X �sTt / 0.2% CHANCE ANN AL FLOOD G / I LOT 185 a� ZONE X POOL 0 EOP. E� LOT 183 18 9 ?r?+INCROIIND•:FOOL?+{:; :.'•'i:;i`S`:•i?{:;: 20.2 2.6E • .••.•WOOD DECK 15.6 WOOD a j; DECK 16.4' 4.3 ;rr;l2WELL SII FRAME r`.•''':i: fiNDOW rFr;:;:•..::.....................•,•{`:N OVER WELL � ,i`•v•13IMNDDW .g"•�'•;:;'::G;r+i m . 'n 15.1V6" F20.1 SANITARY LOCATION a 1s.z'• POINT"A" POINT"B' BALC OVER FUJI 45.5 w o ° CONC. STOOP I I I I D.P. 24.175 49 0 o FUJI CEN10 r„ LP1 24 58 O LP10 D.P. I -� LP2 40 67 " I I Z Y 00 m I (2)10'®x1 'DEEP � ':�:�:.m'�;;;�w c7le SUFFOLK.CO.UNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS FOR "m 14.7' ASINGLE FAMILY RESIDENCE I I Date 8113/24 H.S. Ref. No. ' -R-23-1136 I-j1 L.P. i I 1 4- GAS l 1 i The sewage disposal.and water supply.facilitfes at this location have been inspected and/or-certified by this Department or other agencies and found C to be satisfactory FORA MAXIMUM OF _ 9. - BEDROOMS. I x MON. m m � I m f m CRAIG KNEPPER, P.E.,CHIEF Office of Wastewater Management CFO "� m61 a+ p,I !� 0.VE �4 W.M. O 114 �7 W. VISED SANITARY LOCATION 07-20-24 U.P0 MON. 469.92, VISED 05-31-24 �� � VP- SURVEY 05-07-24 1?0 )U•NDATION LOC. 01-08-24 Z YlSED 05-30-23 =L) INSPECT/UPDATED 03-22-23 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS E VIA MAP#36103CO 164H AND OR DArTA OBTAINED FROM OTHERS. R=A: 32,105 S.F. or 0.74 ACRES ELEVA77ON DATUM: NAVD88 U14AUTHORIZED ALTERATION OR ADD177ON TO 774IS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING 71-1E LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL .RUN O.VLY TO THE PERSON FOR WHOM 77-IE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TUTION L137ED HEREON, AND TO 77-1E ASSIGNEES OF THE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. Th'E OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES TO THE S7RUC77)RES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE V("1T INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 7HE EREC77ON OF FENCES, ADD177ONAL S77?UCTURES OR AND 077.1ER IMPROVEMENTS. EASEMENTS 411D/OR SUBSURFACE STRUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT 7HE 77ME OF SURVEY URVEY OF: LOT 184 OF NEB,. CERTIFIED TO: MARILAND LLC; Al' OF:AMENDED MAP A OF NASSAU POINT �P N M. cv0 0' CORE TITLE SERVICES LLC; No.CORE27950 LE D:AUG 16, 1922 No. 156 C-D.4jz THATED AT. CUTCHOUGE r O WIN OR SOUTHOLD O KENNETH M WOYCHUK LAND SURVEYING, PLLC U=FOLK COUNTY, NEW YORK F2. J Professional Land Surveying and Design _ S 050882 J�" P.O. Box 153 Aquebogue, New York 11931 N PHONE (631)298-1588 FAX (631) 298-1588 -E #221-198 SCALE: 1"=40' DATE: OCT. 15, 2021 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy r!< Kenneth M. Woychuk IN Workers' Certificate of Attestation of Exemption STATE Compensation from New York State Workers' Compensation and/or Board - Disability and Paid Family Leave Benefits Insurance Coverage **This form cannot be used to waive the workers'compensation rights or obligations of any party.** The applicant may use this Certificate of Attestation of Exemption ONLY to show a government entity that New York State specific workers'compensation and/or disability and paid family leave benefits insurance is not required. The applicant may NOT use this form to show another business or that business's insurance carrier that such insurance is not required. Please provide this form to the government entity from which you are requesting a permit,license or contract. This Certificate will not be accepted by government officials one year after the date printed on the form. In the Application of Business Applying For: (Legal Entity Name and Address): Building Permit Marliyn Malaludis From:Town of Southold 149 Dosoris Ln Glen Cove,NY 11542 PHONE:917-685-7171 FEIN:XX}XX4878 The location of where work will be performed is 500 Broadwaters Rd,Cutchogue,NY 11935. Estimated dates necessary to complete work associated with the building permit are from December 1,2023 to November 30,2024. The estimated dollar amount of project is over$100,000 Workers'Compensation Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE SPECIFIC WORKERS'COMPENSATION INSURANCE COVERAGE for the following reason: The applicant is acting as a general contractor with no employees,day laborers,leased employees,borrowed employees,part-time employees,unpaid volunteers and only has independent contractors that meet the standards of the New York Construction Industry Fair Play Act(Section 861 of the New York State Labor Law). Disability and Paid Family Leave Benefits Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE STATUTORY DISABILITY AND PAID FAMILY LEAVE BENEFITS INSURANCE COVERAGE for the following reason: The applicant is a homeowner serving as the general contractor for his/her primary/secondary personal residence. The homeowner has not employed one or more individuals on at least 30 days in any calendar year in New York State. (Independent contractors are not considered to be employees under the Disability and Paid Family Leave Benefits Law) I,Dimitri Malakidis,am the Mr with the above-named legal entity. I affirm that due to my position with the above-named business I have the knowledge, information and authority to make this Certificate of Attestation of Exemption. I hereby affirm that the statements made herein are true,that I have not made any materially false statements and I make this Certificate of Attestation of Exemption under the penalties of perjury. I further affirm that I understand that any false statement,representation or concealment will subject me to felony criminal prosecution,including jail and civil liability in accordance with the Workers'Compensation Law and all other New York State laws. By submitting this Certificate of Attestation of Exemption to the government entity listed above I also hereby affirm that if circumstances change so that workers'compensation insurance and/or disability and paid family leave benefits coverage is required,the above-named legal entity will immediately acquire appropriate New York State specific workers' compensation insurance and/or disability and paid family leave benefits coverage and also immediately furnish proof of that coverage on forms approved by the Chair of the Workers'Compensation Board to the government entity listed above. SIGN HERE Signature: Date: /0 Z 2 7 ,t;s;�r•.:;x;n:;xsm•Y:•�,,�'rn�'PRec:.;�'�:�:;atxKs:as+5.v�:,-_�,:�yfru�s1 ,o�:-;.�"�"ssTc.�...2•�..�.r;.�-r �.aar�t;.�:..,ry:�^.'�^ry.���:si*c`:uat°;;ajr..rr,�'xr.,�ra�•a��,;a<m�•sa' ew'zsssa�.�.".x::�-:<^'y^.�' t.>,�'z�.�z:;�. �,tro—. > ..a•.: _ _ r" '+`S. f,� >\_ .T?-.mot. �•� %'�• �' ur. D 9. _ ,r�� Eie- em tion:Ce cate:Number: " r:` t - s ae: �f.. 4 .M.rf�I'.:� n j. - 'i'. .yak .RL `i4;• 27� yT. 't ` K�. �k.� .�., f __ Y,� �>:"M dY % K'T s `''4_•'�.. >%>5 .7'1 JL"Y _ .aa i' _�•,. ..•A. �t ~.�• ti N` .,{, _.� _ _ 'w'i. U`.ti:• 1, a.� ..r'C Ty T �la's.:�: ty'W � '.f Y' ~i� :\x �.L', 'rl :&•.n. 4 r°�. ./r• M•"+.• :,.1� 4�,'t;. .y, Cb,.ti `.T� f gar •�:��s: T+��, r y�r�i: ,"Xr Ytt. '.K:r:.�,< SIT°Y� In�"+:� T./,..� .A• f%,ss Y.l�., T(, >•�',.. ,� .d Qx ;.7 'ti:: :.dx '�csaT3s..'Z•&v,"}:T:d€t"a.::?.'+e`^.,.'c.`1ts>36 .sNi.� L."W.a.ah�.�rvxr'3,�'.'r.*+xtt;:Irisnuua<s��,=�w_`�^cr+xrs1:•,nu�5oraa��xK.'vr..e:,ix`..rtvRis e�...,sa63sx..u',u'��'.::�.*'�"r.-.'�•'a'-.rrk�%�a��'�%a�+.,vcEa�:.sftam+`ss�ift�.,.c' �r..`�+ice-"'.�.x.aa`t:rJt3` e� CE-200 01/2018 i Generated by REScheck-Web Software Compliance Certificate Project 50 Broadwaters Rd Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 6,555 ft2 Glazing Area 19% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 50 Broadwaters Rd GreenWorks Energy Specialist Inc. Cutchogue, NY 11935 Info@HERSrating.us Compliance: Passes using UA trade-off Compliance: 5.8%Better Than Code Maximum UA: 707 Your UA: 666 Maximum SHGC: 0.40 Your SHGC: 0.31 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Zed Floor Ceiling: Cathedral Ceiling 1,895 38.0 0.0 0.027 0.026 51 49 1st Floor Ceiling: Cathedral Ceiling 845 38.0 0.0 0.027 0.026 23 22 Exterior Walls:Wood Frame, 16"o.c. 4,384 21.0 0.0 0.057 0.060 200 210 Front Door: Solid Door(under 50%glazing) 48 0.250 0.320 12 15 Windows:Wood Frame '833 0.300 0.320 250 267 SHGC: 0.31 Basement Wall: Solid Concrete or Masonry Wall height: 9.0' 2,268 15.0 0.0 0.054 0.059 120 131 Depth below grade: 8.0' Insulation depth: 9.0' Bsmt Ext Door: Solid Door(under 50%glazing) 40 0.250 0.320 10 13 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. AJ Afkham-Certified IECC/HERS Compliance Specialist 07 10/13/2023 Name-Title �59ALUIU V Date Project Title: 50 Broadwaters Rd Report date: 10/12/23 Data filename: Pagel of 9 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC - Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be'met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Sec#ion':•: -_ , _- =�-::' - - - rif`e' :Fie d VetIfled':: -liis ection/Plan.96view= ; Com lies. Comments/Assur6 •tlon,s, s_ .,"A 103 1, ;Construction drawings and _y, ❑Com lies ;Requirement will be met. ` :'-� 103.2 ;documentation demonstrate S r Does Not [PRl]1 energy code compliance for the '< ?'-k ? xr ',j �r� r.4-:y � �..,.� s,s ,�.,�'2-:¢;❑Not Observable :building envelope. tt _ °'t. E �,.,.. ,c - ': 1''r -Y';a . {• ' 9 P t,:i, .+)•`f }J,'i _.:.',sb F ^..Y�t.;:3.;✓:",:�t,Y,,,is ' = ❑Not Applicable envelope represented on construction documents. ❑Com lies 103.1, :Construction drawings and :Requirement will be met.p 103.2, documentation demonstrate ''+ ,r ;�:--_ '4~ '` -° Does Not 403>7 :ever code compliance for f dry_' {°f^`° -•r .zi°` "`"h ='' 1 .•, :'v ; �.. a r:r_r,>�❑Not Observable [PR3] ;lighting and mechanical systems. 'Systems serving multiple >❑Not Applicable 9 P r''r7vne;%ii•?•ti5 . 'y`''i cit�>r' ,^'%`! u,:ti- ;,$;;"J+r�:a, ;dwelling units must demonstrate : z rf'_rYWnk4` yy r— F: i�ti1/.: 3!r��:'„Mfyi;'.. :Fa:j�n.>?,y�r.:;yy,?�/S-•v'� ;compliance with the IECC 'Commercial Provisions. I• .w z F:.;a :;w r zo :, ..,�;. ;,'" ; Heating and cooling equipment is: Heating: Heating: ;❑Complies ;Requirement will be met. -4037:;': sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not on loads calculated per ACCA ; Cooling: Cooling: ;❑Not Observable } Manual J or other methods Btu/hr Btu/hr 'approved by the code official. '! T❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2' Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 50 Broadwaters Rd Report date: 10/12/23 Data filename: Page 2 of 9 .5ection.. ..y,.'.: ..::::',::',:. .. Plans'Verified," FielcF''Ve,'eified='_:. :" :"o' s ' :Foundation inspection C..enp."es?;: Comments%Assuiaiptlons._• 402.1.1 :Conditioned basement wall R- R- ❑Complies ;See the Envelope Assemblies [F04]1 :insulation R-value.Where interior R- R_ ;❑Does Not table for values. :insulation is used,verificationke, ❑Not Observable ;may need to occur during :Insulation Inspection. Not ❑Not Applicable �requlred in warm-humid locations' in Climate Zone 3. 303.2 ,Conditioned basement wall ❑Complies :Requirement will be met. 1 insulation installed per `}"`x Eri�'`:<'�' " ' '`};'-s,,.-'. `;: f��s �`�' -]Does Not ary,9a%:`4 %'v;lr,w:f-'9tnY..�.,i _ '1;�+ t`•y;fY,t "�i' `�`''rS ;manufacturer's instructions. zF.(•.�r<��'sx:,:-'? ;,:rY;;t 'f�3-ry =::Se,; ^�'+:,.'. �., ,, .; »�-��� " ,}�4s:,:y�:-r-,�,:`-•?❑Not Observable , h:.:y;S`µ,9�•,•r'� y'' av{,�'..'' '�`+S�t;%":$c. V Y..,....fig j E]Not Applicable 402.2.9 ',Conditioned basement wall ft ft ;❑Complies See the Envelope Assemblies [F06]1 ;insulation depth of burial or :❑Does Not table for values. distance from top of wall. ;❑Not Observable ` i❑Not Applicable `A protective covering is installed y . r; ❑Com lies Requirement will be met. CF.OSS, '--:to protect exposed exterior . ' ❑ Does Not , insulation and extends a ' ' �'i'' 4•y'�yr �'. �l Not Observable -'minimum of 6 in. below grade. ❑Not Applicable _ eY3:'��.;:;£Y�;;h',a u�-,-.:,3r>:?'7,.:=';,'krf;;.3,�:,.,5':�•:.k''Ss'7� n403:9-. ;S ow-and ice-melting system Complies :Requirement will be met. F012z: tiv ':F. �, . ;• a'..'•.a ,,Y Does Not ;controls installed. �,• �����' ��.F ':�.''- �r:' � �❑ L'1'ji:3..�'•� :. l} �tY^,.:,4 ff,�`�r 3.c�«...�;i1:.,17 •5 ❑Not Observable []Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) ,2' Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 50 Broadwaters Rd Report date: 10/12/23 Data filename: Page 3 of 9 ` Project Title: 5OBroadwatersRd Report date: 10/I2/33 Vec;Flans 6 R inspection, , mpti - " n I COMMtS "J; L. 463.3.7 Ducts declared to be within the _5 -glkomplies ;Requirement will be met. [FR28]3 conditioned space are either 1) �g- �- .,-- , - %"`g*�'-?�,��-A,-,❑Does Not completely within the continuo V— US N'.6 Not Observable M 51 air barrier and within the building W N - -Q 'thermal envelope,2) buried Not Applicable within ceiling insulation in :accordance with Section Gq R403.3.6 and the air handier is located completely within the nm"m : X continuous air barrier and within < V', �1,1 P" the building thermal envelope Pl, %10- :and the duct leakage is<= 1.5 �cfm 100 square feet of M NO, :conditioned floor area served by I the duct system,or 3)the ceiling insulation R-value installed against and above the insulated 'duct>=to the proposed ceiling insulation R-value, less the R- 'value of the insulation on the 403.4--, ',-,HVAC piping conveying fluids R- R- ElComplies :Requirement will be met. [FR17],- above 105 QF or chilled fluids :E]Does Not '-',below 55 PF are insulated to 3. �!:R- T]Not Observable . UNot Applicable Elcom 403.4.1 Trotection of insulation on HVAC plies 'Requirement will be met. [FR2411 :piping, E]Does Not -[--]Not Observable EINot Applicable Hot water pipes are insulated to R- R- ;E]Complies Requirement will be met. [FR-18]2 R-3. 1EIDoes Not -E]Not Observable 'EINot Applicable Automatic or gravity dampers are omp es equ remen w e me . :installed lied on all outdoor air E]Does Not intakes and exhausts. EINot Observable Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) Medium Impact(Tier 2) T Low Impact(Tier 3) Project Title- 50 Broadwaters Rd Report date: 10/12/23 Data filename: Page 5 of 9 5 ion eck V"Id h 'iue :Cori l st iorlit; ia s labele,All installed insulation i d Al ElComplies :Requirement will be met. n installed R-values ?�";R 'ElDoes Not PM provi e d. E]Not Observable ;N kpplicable 402.1.1, Vall insulation R-value. If this is a R- See the Envelope Assemblies 402.2.5, :mass wall with at least 1/2of the El Wood F] Wood ElDoes Not table for values. 402.2.6 wall insulation on the wall E] Mass Mass tNot Observable [IN3]1 exterior,the exterior insulation 0 Steel E] Steel UNot Applicable !requirement applies(FRIO). 303.2 Vall insulation is installed per, OComplies ';Requirement will be met. [IN4]1 manufacturer's instructions. `-A-JDoes Not [:]Not Observable EJNot Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) Medium Impact(Tier 2) 3 Low impact(Tier 3) Project Title: 50 Broadwaters Rd Report date: 10/12/23 Data filename: Page 6 of 9 - SU 402.1.1, ::Ceiling insulation R-value. R- R- :E]Complies :See the Envelope Assemblies ;table for values. 402.2.6 303.1.1.1, Ceiling insulation installed per ElComplies 'Requirement will be met. [F12]1 Blown insulation marked every EINot Applicable ted attics with air permeable Complies Requirement will be met. -1-72 insulation include baffle adjacent soffit and eave vents that E]Not Observable !extends over insulation. 'QNot Applicable 402.2.4 !Attic access hatch and door R- R- flComplies ;Requirement will be met. [F1311 :;insulation ;!:R-value of the 'E]Does Not adjacent assembly. ;[]Not Observable UNot Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 ACH 50 :E]Complies Requirement will be met. [FI1711 ach in Climate Zones 1-2, and PDoes Not :;E]Not Observable EINot Applicable 403.3.3 'Ducts are pressure tested to cfm/100 cfm/100 ;.ElComplies ;Requirement will be met. V12711 !determine air leakage with ft2 ft2 :E]Does Not either: Rough-in test:Total UNot Observable leakage measured with a UNot Applicable pressure differential of 0.1 inch 4.g.across the system including ,Ahe manufacturer's air handler ;enclosure if installed at time of !test. Postconstruction test:Total ;,leakage measured with a pressure differential of 0.1 inch !w.g.across the entire system Jncluding the manufacturer's air ,:handler enclosure. 403.3.4 ::Duct tightness test result of<=4 cfm/100 cfM/100 �E]Complies 'Requirement will be met. flNot Observable handler @ 25 Pa. For rough-in Aests,verification may need to UNot Applicable occur during Framing Inspection. 403.3.2.1 :;Air handler leakage designated design air flow. ";--E]Not Observable EINot Applicable 1 1 -$Programmable thermostats ;Requirement will be met. installed for control of primary E]Does Not heating and cooling systems and NOIJrlzo EINot Observable set by manufacturer to EINot Applicable code specifications. r 01-1 Heat pump thermostat installed ;Requirement will be met. plies on heat pumps. E]Does Not E]Not Observable EINot Applicable t water lie 4,6�:'�'!i'-�,�,'�,i'Circulating service ho Ow s !Requirement will be met. Elcomp "'.'systems have automatic or s Not accessible manual controls ONot Applicable' 1 High Impact(Tier 1) Medium Impact(Tier 2) 3 1 Low impact(Tier 3) ProjectTltle: 50 Broadwaters Rd Report date: 10/I3/23 Data filename: Page 7of 9 Section: - 'Field" '.erifed'. .;--:._`, _ ;y,,#:••- "' .'Final Itaspectgoweravisions :,;e ' :_;; :�o%nplees. . Comments%Assumptions 5t A - 403':G:1 iAll mechanical ventilation system i+ ' 3'; 1,:3 r<;a:,,; ,;Y=•a-:F;=; A;?r"'- '; „❑Complies ;Requirement will be met. s'fans not art of tested and listed 'r<° ?` a'?` '' ''¢J t %"""rye"'" Z'': d . , x ate:. ❑Does Not [EI251,: P ,.3 *... HVAC equipment meet efficacy �f'v �:� r.;�.:', �r�==�:>,� �.•.. '�' •��,❑Not Observable ;and airflow limits perTable ''�; ,`�y''r �,4 ..}>i;"'4' �:'�ti>,.r3�:+:,�, �,❑Not A licable -_ .?R403.6.1. 403,2. :Hot water boilers supplying i n heat irement will be met. Z ;tr.ta•aA G'' = 1 `u>`t;,, ra;i? a' yi:::; fs:i❑Does Not'through one-or two-pipe heating ., kfY:q.YtiG,�'::�s�h r^;�',i:.;P's•.t����i'�,,.kC'c•.;us.��:�+;ri,t��,�„-,•'31.'.:yy:�;r-+`� systems have outdoor setback i„' .r T r;t .:,h 4 '_:•`4 h'.".s y , ,f}>,❑Not Observable :control to lower boiler water []Not Applicable temperature based on outdoor cg='` fia- N r :.w•' . '.<74x r .. 'temperature.) $.Y •Ta,r4:ir�'•0r'.: �•'��f "`{'rn k';"+,i4',.•�'t9x•'- rS.,"5.�'}i1 1 :, Y; c"`a 4<:r :..4r ;; ' will be met. -r>.• :fir ,,,,.,.,... ;t:; t �� ❑Complies .,Requirement ;4,U35`:71Heated water circulation systems ,`� ` ,�; r : y :.AW •wr.r :, �:. = �^ F,r.!�•',,• .G. 4�.5,• J, `�4:•y�. .`.C1,•:n{.. have a circulation um The _ r `�` 5" .;=� ❑Does Not system return pipe is a dedicated rc+ Y P P i �,;,-:L. '?%.�':� ,aY <2'^ �.•c:'.�❑Not Observable return pipe or a cold water supply P P V•. b *z_<. ..:% r',;,, �, .,F ,,. s❑Not Applicable i e. Gravi and thermos- kr �suk r •r. ' ` 5 xr !;'Ss.J:3'71°i't,4%+'f �*'+5 km °"`=°J.',�:£:f.E'Y.. S:•% !�" •^ 's hon circulations stems are r , �::. �;;'>•�:���„�,,s• �y,:;�.;, h""'s,s;r�-°^� ' not present. Controls for circulating hot water system .; T., � .' „; ,XxY Pumps start the pump with signal ;for hot water demand within the �- •' ":="F r`= ` a r` ' ti!"'S'3�i:'q+�`jjj'`�:�^'^�';f''��`t"�:,�� '�' `.occupancy.Controls Fpff• ., �'-,�:M�; ,,? y M,��;:�.('.}�3} �Ji�� �:„'� �'��'��'' ""Y i`-`^��'�: �r?ii,{,'3. .•i'ts.•'r„!7,'.n.-1'%�,i;;�L".,"F':>u'F''�•�i:r'�' automatically turn off the pump �� when water is in circulation loop is at set-point temperature and _'� `-"p ^f%.,s�SiF:•. �s.s:n.�j, 't.:',it:c;,i';#:,s't:�dr:�,', no demand for hot water exists. .y ,. 403.:5:13 Electric heat trace systems ; :>. ❑Complies Requirement will be met. ] -;comply with IEEE 515.1 or UL "'' �y F129.ic. {Y:�.:^'•�," t':: 4 '.:: ❑Does Not 1'i is.•.zh `"'A "a2'�:. c•a.2 515.Controls automatically = • '. - " N :'^ 5 °'' ❑Not Observable , ;adjust the energy input to the 4.'�+:3f.�.,.f.'.�"t'f _y •cy,,;:3isYv:"< r -^t k ;,-y,F:,^:i heat tracing to maintain the ❑N t Applicable - �',,;,,,;� , r,E, ;, ,., ,•., o licable desired water temperature in the 1=_Eq;K,;g..xs � ;;;��`.:�-.M>.;`'�,�,�,,n;,�•<+ ' ���':�.�r-;:',�4 , piping. If'=.w xy, t; •`. ,stir:::'d:'•:::x: ,.rr ,:s <a ,p^;,,AS-°i°•s;!F'..A Y... . ,ice+.a4S.i... 403.5:2' Demand recirculation water , _ ;:...:y ` y . ; <<;.❑Complies :Requirement will be met. [FI3U]?:'<< systems have controls that %, I',k',. s ;,s�,„x =w;,Kw '• a=" Does Not mana e operation of the um i"= u„' 9 P pump ❑Not Observable i and limit the tem erature of the �, 't• u. r .i" at„;.j w. �7 'r..:. .❑Not Applicable ` ` `'• water entering the cold water piping to<= 1049F. lies RA,- Com ;Requirement will be met. 4Q3:5r4:, Drain water heat recovery units , � v P [9311?Y <`tested in accordance with CSA r �Y Nh i Msw x ❑Does Not B55.1.Potable water-side k K,•.,�, '` a y` �� r`;.°..fir :,, �,,_ ❑Not Observable pressure loss of drain water heat ' V. ., �+ :.,#ti4 ':,:,, .. ❑Not Applicable recovery units< 3 psi for v •.,, :,-' � e, �••.k�+' : ; .. r• PP . �-`,lt.:-�?"y xe xS Y ` ;individual units connected to one '�%Y• �'�;c;�r�:�'"��"'-;,:.-���+ +�,trs ,•.,,.;..4 ;ortwo showers. Potable water- r'r' ' ';.t="'>,W`'"y '�`SF , i ,•r �. j a ':v trn' ^•'�ir.:h_=:1 ' Sslide ressure loss of drain water r - •�,�:�� �heat recovery units < 2 psi for ,��''��;-���:u��' '�� ��.-:: } r.. '• •�; 'individual units connected to t;�%=����:.'�>��•,='''�x,�s�- a°":4�;r.�K`:�'�'�r y+"°-.ft three or more showers. ^day;= i;�`` LL.' v f' f^:;.5�: 'Pr.'It?..fa�'.. J'S=Y.;!'l:%�lF:.;x,-:i, 'sM:•M i::nl.. �r3r o �'= P#4j" a' °' 'I❑Complies Requirement will be met. 404.1y 90%or more of permanent ,-�;� ),N ;. �M.�;�,,���,"�' ,.`'�`� "'�•"Px�•>•, r'=s� q FI6 :fixtures have high efficacy lam ❑ [ 1 9 Y P r �.c � �' �a;'•r, '4�-�.. �� Does Not •��.' r`a- r:a'(r s`FF ;yz'?' v�.iU.,,f;`�'r'-"kis +,'3,'��., ,L ;, ..> .,. 5., r','<,F,•.z-�, ., }j❑Not Observable t�.,�f;!:�;�• c r.`y'Y�?TyFY,F��„":'i_va_`�yNt�r:�s'y=%„""":.,"� .. } , '❑Not Applicable 404°1.1 'Fuel gas lighting systems have "❑Com lies :Requirement will be met. p v5 ��; �. �,;=�"'a�?r'-'� w,ry=�,F�.�� p q [FI23P no continuous pilot light. ❑Does Not �, 3 Sep'- •.•5y} ry6-w�":�?✓ �'4;! i`;P?j +y;.:}ga'�,'F1�,'`,u.i�''u`,A,�.S: -r��Y�X'.�j.s�,.•s:3� .. '']'�.. ik?i;mar- ,�K- ;i r•, ;: :R ;;`s',❑Not Observable ` ❑Not Applicable "Compliance certificate posted. R 'k f- " "wr '" a: "'❑Complies ;Requirement will be met. 4 P P Y ^"i ' `r ', i'hi yr�ty.oT;:•.,✓ty. ti;y�aa ❑Does Not ❑Not Observable L M_.;❑Not Applicable `Y'r{{ S " F'J•�Nn i..:.`A°�' �,"eu�:..A'`^1y.S,: Q::".+,.st?--'x"•'�'-`acz r",v.:.Zs:;{;p,1"^M'«7'>`�x'u„,:�A' .,S.b., 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 Low Impact(Tier 3) Project Title: 50 Broadwaters Rd Report date: 10/12/23 Data filename: Page 8 of 9 Fi -Omni es? —'eslAss.-C mep. timpt ibns�, W arr'Provisions Fil 303.3 :Manufacturer manuals for �.'E]Complies ;Requirement will be met. (FII813 ;mechanical and water heating E]Does Not ,systems have been provided. ..,,[:]Not Observable EINot Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 50 Broadwaters Rd Report date: 10/12/23 Data filename: Page 9 of 9 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 15.00 Floor ' 0.00 Ceiling/ Roof 38.00 Ductwork(unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.30 0.31 Door 0.25 Cooling Heating System: Cooling System: Water Heater: Name: Date: Comments 'Rom APPROVED AS NOTED DATE: d-6-Zb B.P a 5DOg5 COMPLY WITH ALL CODES OF FEE `��d BY NEW YORK STATE&TOWN CODES AS REQUIRED AND CONDITIONS OF NOTIFY BUILDING DEPARTMENT AT W=T=Zm 631-765-1802 8AM TO 4PM FOR THE �I��iB FOLLOWING INSPECTIONS: ND FOUNDATION-TWO REQUIRED mmmmm FOR POURED CONCRETE t10 �`TUrL-dtcl-MkY1DE0- $-7-$-23 ROUGH-FRAMING&PLUMBING N-1 SWMHK INSULATION FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEE THE Must provide Manuals REQUIREMENTS OF THE CODES OF NEW D,J and S as per YORK STATE. NOT RESPONSIBLE FOR NYS Energy Code DESIGN OR CONSTRUCTION ERRORS I ELECTRICAL Blower door INSPECTION REQUIRED and ductwork testing required. DO NOT PROCEED WITH FRAMING UNTIL SURVEY OFHASUNDATION BEEN APPROVED. Fire separation required as per NYS Code PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER TRUSS PLACARDING REQUIRED SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1% LEAD. PLUMBING RETAIN STORM WATER RUNOFF ALL,P.LUMBING WASTE PURSUANT TO CHAPTER 236 &-WATER LINES NEED OF THE TOWN CODE TESTING BEFORE COVERING -_1 _ _ _» e J� oad T,45LE 1R301.20) willi — CLIt iATIC $ GEOGfRAFHIC IDE&IGN CfRITERIA N W_ _ R SID ANILL C EGROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM: WINTER ICE BARRIER AIR MEAN .Q) FLOOD SNOW TOPOGRAPHIC SPECIAL WIND-BORNE DESIGN FROST DESIGN NDERLAYMEN FREEZING ANNUAL � LOAD SPEED EFFECTS WIND REGION DEBRIS ZONE ATAGOR WEATHERING TERMITE HAZARDS V LINE DEPTH TEMP REQUIREMENT INDEX TEMP MOD/ uldowffn%� VW 25 P.S.F. 130 MPH. N/A N/A YES B SEVERE 3'-0" HEAVY 15'F YES VARIES 1500 OF 52.9°F UD I c /72�� =j) F�� �k :1 I . I � a) TABLE R�om23lU TABLE Rrom23C1) - continued U) 6 � (�� FASTENER H eel tv 1� 5 (uk��, . D F_N-.�Af!�,Z_oFz) �� A TENER SG EDULE FOR STRUCTURAL MEMBERS FASTENER SGh-IEDULE FOR STRUCTURAL MEMBERS U � � NUMBER AND TYPE SPACING OF DESCRIPTION OF DESCRIPTION OF SPACING OF FASTENERS res - DESCRIPTION OF EUILDING ELEMENTS OF FASTENER sb,-d BUILDINGS MATERIALS FASTENER bpdo co o .^ FASTENERS EDGES llrnchas) INTERMEDIATE SUPPORTS (IncheeS >_ 0 � 1111 ; P11 <=1) 5Jotat to sill or gire^�r, toe nail 3-Sd — Wood structural panels,subfloor,roof and wall sheathing to framing,and particleboard wall sheathing to framing Z � '0 j 1" x 6" subfloor orless to each Joist, face nail 2 staples Sles 13/ 5,f6 - 1/z 6d common nail (subfigor,wall) 6" edges 12 interior zones � w' U ��. (C /,--�' H (D 6�-�-M U 11 a ad common nail (roof) 4 rake c U 9 2" subfloor to Join. or girder,blind and face nail 2-16d — % - 1 8d common nail (roof) 4" rake es 12s () a) 7) 0 Sole late to oifL or blocking,face nail 16d 16" o.c. I)6- 11/4 10cl common nail or ad 6" ed es � co co J g, g 1' 4 �, 12 1� deformed Hall rake � R, Top or sole plate to stud,end nail 2-16d Other wall sheathing' n I:. � N a a Stud to sole la•e, toe nail 3-8d or 2-16d — "regular cellulosic fiberboard 112 galvanized roofing mall 6d IT M .0 p sheathing common nail staple 16 go,1'12 long 3 6 c � rn DIVISION 01 -GENERAL REQUIREMENTS: Provide 4 inch slab with 6 Inch x 6 Inch 10/10 WU1F on 6 Provide steel ladders permanently installed as aide of MICROLAM: Z., mil vapor barrier In cellar and Garage.(All slabs are egress wells.Provide light weight hinged metal rates DIVISION 09 -FINISHES: Double studs, face nail IOd 24" OG x structural cellulosic Fiberboard c galvanized roofing nail 8d yin «3 N tiJ All proof of insurance shell be verified In writing to the 959a compacted fill)"Pitch porcWpatlo and garage at egress wells or wood railings as field conditions SCOPE: sheathing structural common nail staple 16 go.,I5t long 3 6 @ Owner and Architect including but not limited to slabs 1/8 Inch per foot minimum away from house. dictate. This work Includes the complete fumishm s and Provide samples. ail brio f to Owner For approval Double top plates, face Hell( co a Ii�d 24" O.G. )sfez structural cellulosic fiberboard i34 galvanized roofing nail 8d � General Liability workman's Compensation and Disability. installation of all "Micro-fam"lumber beams as shown in prior to ordering.All Interior finishes are as specified sheathing common Hell staple in ga 134 long 3 6 c\2 The Owner shall be responsible for maintaining the Provide poured concrete Foundation walls(see plan Provide EPOM flat roofing and all related flashing the drawings,herein epecifled and necessary io by Owner'* Interior Designer. Sole plate to J.�ist or blocking at braced Wall panels proper property Insurance during all phases of work for thickness and reinforcing). where indicated.Installation shall meet manufacturer's complete the work 3-16d 16" O.C. I/a sum Sheethtn I'%galvanized roofing nail.bd requirements. p Interior walls and telling:Tape and spackle drywall,(3) gyp g lone. e.1 nail.staple galvanized,I°s `} 8 CQ CQ C) CO The work and materials shall be guaranteed for one!I) All footings shall be poured on virgin Boll and minimum MATERIALS: coats li prime,2 finish). Tape shall be fiberglass type. DOU a top p ates,minimum 48-inch offset of end Joists, face nal in Ion .lab screws,T W or S y� lapped area 8-16d 134 galvanized roofing nail.ed c) r-M M year,commencing with the General Contractors final 36 inches below grade. Provide 5-i/2 inch metal studs at 16 Inches O.C.with Wells and ceiling to be reedy for paint No gypsum sheathing common nail.staple galvanized,tab 4 s � C) O CD The micro-lam lumber beams shall be manufactured from payment.During this time the contractor shall make top and bottom tracks In all basement partitions- micro-lam brand parallel laminated veneer lumber All drywall shall be attached to framing with screws only, Blocking betwmen Joists or rafters to top plate,toe nail 3-8d long"tab screws,Type W or S good on all defects.Granting or a Certificate of Do not pour concrete in wet or below 40 degree adjust gauge due to spans, utilizing 1/10"or 1/8"thickness Douglas fir veneer glued max.12"oc. Wood Structural panels,combination subfloor urderlayment to framing Z .� Occupancy or the owners use of the premises shell not weather. up in a continuous places with all grain parallel with the Rim Joist to top plate, toe Hall ad 16" O.c.along each edge constitute acceptance of work Provide drip caps at all exterior openings• length of the member. Laminated veneer limber shall be All labor and materials shall comply'with the All concrete"if be at least 3,500 psi.General of single one-piece length,free of ringer joints,scarf The contractor shell visit the site and verify all Contractor shall be responsible for providing the Provide copper crickets at roof as shown. g p g g j requlrementa of the U5 Gypsum Company and(N.YS.C.) Top plates, laps at corners and intersections, face Hall 2-IOd 3j4 and less 6 deformed nail or p p e pp arms or mechanical connections in full length conditions. Any discrepancies,voids or problems shall Architect and Owner with receipt indicating concrete j 9 Section R10Z3. ad common nail 12 be reported to the Architect before submission of strength based upon cylinder tests.Provide separate Provide zinc coated copper flashing at Intersection MEMBERS: T/ _ I ad common nail it bid. A submission of bid shall Imply contractor cylinder tests for slabs,footings and walla" of walls and covered porches/pattoe-back with ice Veneers shall be dried as required.Adhesive used to Provide 5/r inch Type X gypsum board in garage end Built-Up header,two pieces with l/g" spacer 16d s eel deformed Hall or 6 12 acceptance of the drawings and all existing conditions. and water shield.Extend up walls 12 Inches. laminate the veneer shall be waterproof,meeting the mechanical room!tape and sparkler and caul all 11 11 All concrete work shall coin I with the requirements of p 9 openings with approved flame retardant caulking as Continued header,two pieces lid I1/8 - II/4 10d common n or 6 12 p y q requirements of ASTM D-2559-16,uniform( applied to eel deformed nail J �--I Contractor herebya ecificall acknowledges that the the American Concrete Institute (ACU,Act 301,304, Provide copper drip caps at all rake boards. q 9 pp prescribed by CN.YS.GJ p y e pp p p the veneer at the required spread rate. contract documents are full end complete,and 305,311,315,315,and 341 and(N.YS.C.)R4022 and ASTM Geilin Oiat9 t0 late,toe nail 3-Sd For SI: 1 Inch= 25.4mm, I foot=304.Smm, I mile per hour-1.609 km/h sufficient to have enabled It to determine the cost of c1151. Provide 1/2 Inch web stiffeners - In steel beams(both DESIGN: Provide 5/B Inch moisture resistant gypsum board in all g J p a"All Halls are smooth-common, box or deformed shanks except where otharwtse stated,baths and kitcYbn. p the work and that the drawings,the specifications and afdee)below steel columns/beams above. Micro-lam lumber beams shall be deafened to meet the Continuous header to stud,toe nail 4-86 b. Staples are 16 gaga wire and have a minimum 'X6-inch on diameter crown width, all addenda(if any)are sufficient to enable the Reinforcing: dimensions and loads Indicated on the plans. All Provide 1/2 Inch"duro-rock"gypsum board at all Contractor to construct the work outlined therein in A.)All reinforcing bare are to be the diameter shown, Provide standing seam copper roofs as Indicated - designs shall be in accordance with standard shower and tub enclusures In bathrooms. accordance with all laws,and otherwise to Liflll all of deformed intermediate grade billet steel having a fully flashed. engineering practice. Complete design calculation Ceiling Joist, laps over partitions, face nail 6 ails shall b spafootced at not more than 6 inches is canter at all supports where spans are 48 inches or greats:r. �r11� its obligations under the contract documents.In design strength of 40,000 psi per(N.Y.S.C-)Section showing member forces and stresses and allowable load Provide 1/2 inch paperless drywall in basement/cellar. 3-IOd d.Fppur-fagot f' Fast ners or 4-foot-d In t foot panels she I I be applied vertically. �l e. Spacing of fasteners not Included in this table shall be bawd on Table R6023(1). addition,IF Contractor performs an construction R404.4.6 and ASTM A 615,A 106 or A 996. are to be available upon request for each Micro-lam Ceiling joist t0 parallel rafters,face nail 3-lod — p y p q g J p F.For regions having basic wind speeds of IlOmph or greater, 8d deformed Halls shall be used for attaching plywogad and wood g g Interior trim:All trim joint&to be filled with wood filler structural panel roof sheathing to framing within minimum 48-Inch distance from gable end walls, if mean roof height is more than 25 feet, activity and If It knows Or should have know then any of B)Typical cover for all reinforcing shall be three(3) Comply with the following American Welding Society lumber design. The design of the Micro-lam lumber the contract documents contains a recognized error,in Inches unless otherwise directed. Standards: beams Is to be under the supervision of a registered consistency or omission,Contractor shall be C.)All bars are to be continuous unless specific len the AWS OIJ Structural welding code p 9 end sanded ready for paint. Rafter t0 plate,toe Hall 2-16d up to 35 feet maximum. y to g g professional engineer and to accordance with the NRB 2-8d — g.For regions having basic wind speeds of 100mph or less,nails for attaching wood structural panel roof sheathing) to gable end wall responsible for such performance and shall bear the are shown.All apllces are to be forty(40)bar AWS 012.1 Reinforcing steel welding code acceptance,and provisions of the national design blood floors:All wood floors to be sanded,stained � cost for correction thereof, diameter minimum. specification for wood 1984.1 (2)coate and receive(3)coats or non- eltowin 1' brace to each stud and plate, face nail 3 Framing shall bee aced 6 Inches on canter,Illhen basic winds speed is greater than 80m ,� D.)(Welded wire fabric(WLF)15 to be 6 Inches x 6 Comply with ASTM A-6,general requirements For y 9 2 eta lee, 1/4 g p p g ph,nails for attaching panel roof sheathing to C•\ The Contractor shall be responsible for then removal of Inches spaces,"10 x"10 gage which shall consist of dellver of rolled steel plates, as,sheet piling, Is properly a.No floor to be stained/sealed until wood t o sal: I ate supports shell ba ipecac 6 Inches on center for minimum 48-inch rid es, eaves, and ably end welts and 4 Inches on center �•/ p p g g y p P p e, PROTECTION: 1" x 6" sheathing to each bearing, face nail - 3 g g Is properly acclimated and dried. 2 staples, 1/ to ails and wall framing. � all waste and debris in compliance with all local,state, cold drawn members having an ultimate strength of not and bars For structural use. The Micro-lam lumber beams,like any other wood _8 4 H.Caypsum sheathing shalt conform to ASTM I C-l0 and shall be Installed In accordance with C=A 253.Fiberboard sheathiin shall conform to and federal regulations and shall indemnify and hotel less,than 40,000 psi.WILF Is to be placed in all slabs product,shall be et PLUI'1BING/MEGHANICAL/HVAC: I" x 8" sheathing to each bearing,, face nail the Owner and the Architect harmless from any losses or andl steps. Conform to various ASTM standards,as noted,and all g g 3 Staples, 13/4 either AHA le4.1 or ASTi"I G 205. g claims fin connection therewith This clause shall survive E.)At reinforcing Is to be securely fastened to resist requirements of the governing authorities. PROTECTION: Provide all necesaar roughing for complete U y g 9 p 3-8 I. Spacing of faetenere on floor sheathing panel edgers supported by framing members and at all floor perimeters oni S acin of the termination or construction,or tom letlon of the movement egress w concrete l2)45 bars y imstailatlon per plans. g g 4 staples, 13/ Fasteners on roof sheathin anal eel es a llae to panel edges, su supported b Framing members and at all roof lane erimeters. p 9 p The Micro-lam(umber beams,Ilk&an other wood Wider than I" x 8" sheathing to each bearing, Hall p y p g Owner/Contractor agreement. b At rasa wells provide es 5 bare u to and MATERIALS PROPERTIES: Flocking of roof or floor sheathing panel edges perpendicular to the framing meamnbers shall not be required except at Intersection or g 9 p p product,shall be exercised during handling to prevent 4 g p g pp ppp y g p p �i bottom and 5 bar at ib Inches O.G.vertically damage to the beams. Contractor to provide and a for all necessary " .. The drawings and specifications are intended to G.)Provide 5 dowels at 36 Inches O.C.extending From I.Structural steel shapes,plates,and bars shall be p pay y Built-up corner studs 10d 24 O C. coordinate. thin found on the drawings and not footings Into walls. ASTM A-36. inspections,tests and approvals. adjacent roof planes.Floor and roof perimeter shall be supported by Framing members or eolld blocking. � -I.-) Anything g ^9 HARDWARE: O mentioned In the specifications or vise versa,or 2.Cold Formed steel tubing shall conform to ASTM All hardware is to be fabricated by others according All fixtures and fittings to be provided b Owner and Built-up girders and beams,2-inch lumber layers IOd Nail each layer as follows: U anything not expressly set forth in either,but which to No admixtires shall be Introduced Into the concrete A-501 to details contained in the contract drawings. Installed by Contractor. p y 32"ore.et top and bottom and '� reasonably Implied,shall be Furnished as though without written approval of the Architect. 3.Steel pipe: ASTM A-53,type E or S,grade S. Black staggered. specifically shown and mentioned In both,without extra finish,except where Indicated to be galvanized. All plumbing work shall comply with all applicable codes Two nails at ends and at each �-e +,�----)I1 charge. All concrete placed Into forms for a vertical height of 4.Anchor bolts,ASTM A 301,grade A,non-headed INSTALLATION: and standards per(N.YS.C.)Part vll.Install fixtures and (Z more than 36 inches shall be vibrated. type. The Micro-lam lumber beams are to be installed In p 2" pidnks 2-16d At each bearing fittings in strict accordance with manufacturer's r During the course of construction if modifications to 5.All steel shell receive one of red oxide primer after accordance with the plans" Temporary construction Instructions. hoof rafters to ridge,vat E or hi rafters: �_q 0 the design occur as a result of existing conditions, Provide beam pockets at all beams as noted. fabrication In shop. loads beyond limits Indicated thereon are not g y p — request of client,architect,etc.The Contractor shall � toe nail 4-lid — permitted, Holes,cute or notches not previously All piping to be comer or cast from except for vent face Hall 3-16d �� � CO submit two written copies of a change order with the Provide sleeves In foundation for all utilities as ERECTOR SHALL PROVIDE ADEQUATE TEMPORARY approved by the engineer shall nor be made. The Final llneb All water supply piping and piping For heating amended price. The Contractor shall not continue with necessary.Verify in field prior to pouring concrete. BRACING FOR LATERAL STABILITY UNTIL THE erection of the Micro-lam lumber beam shell be under snap be copper. Rafter ties to rafters, fare 3-ad any changes until he receives written authorization from STRUCTURE IS FULLY BRACED BY THE INSTALLATION the direction of qualified construction supervisor. Z the Owner or Architect. PLACEMENT: OF PERMANENT STRUCTURE: Insulate all hot and cold water supply lines.Provide c O Lateral mall holding and withdrawal are as provided In new water service to residence. F" Q) 1 If in the course of construction,a condition exists Slump shall not be more than four or less than two the code for Douglas fir sawn lumber. Nails installed rr� 'Z which difrere,from that as Indicated on these plans,the Inches as measured at point of placement and by ASTM DIVISION 06 -WOODS.PLASTICS.AND COMPOSITES: parallel to the glue lines on the narrow face shall not Connect all roof leaders to dry wells.-as Indicated on �.J Contractor shall atop all related wok and notify the 143. be spaced closer than 4 Inches for 10-penny common site plan.Provide 6 Inch below ground PVC piping. M�-1 Architect. Should he fall to follow these procedures STRUCTURAL LUMBER: nails and 3 Inches For a-penny common nails. Nails h-r and continue with the work he shall assume all Minimum compressive strength shall be 3500 PSI for Installed perpendicular to the glue lines on the wide Provide high africiency gas fired boiler(95% 0 •r-f responsibility and liability arising there from. structural concrete and 2000 PSI for paving at 28 All lumber and labor&hall comply with all local,state face shall be Installed In accordance with the code. efficiency or greater)to accommodate residence.Size rr � days. and Federal authorities having jurisdiction. These nailing specifications are based on a member at of boiler to be determined bg heating contractor" '--i O Q) The AIA document A-201(latest edition)'General least%"thick and 3-1/2"wide. Holding power of bolts Boller to accommodate all zones of radiant heat and Constructions,or the Contract for Construction"shalt Concrete shall not be re-tempered by addition of Exterior wall to be 2 inch x 6 Inch O.C.with single sole installed perpendicular to the glue lines Is as forced hot air as follows: prevail whenever possible, water of cement after It has partially hardened. plate and double top plate.Notching and drilling of provided in the code for dense Douglas fir. Ad(5)zones of forced hot air to be coordinated with .r 4 '� all studs shall comply with(N.YS.C.)Section R602b Architect and Home Energy Solutions. �-_1 All work shall conform to the 2015 Residential Code of Place reinforcing according to CR51 recommendations: Specific approval Is required for other than nailed 5.)Separation of first and second Floor zones to be New York State(latest edition)and all rules and Min 3"cover for surfaces in contact with grade and 2" Interior partition walls to be 2 Inch x 4 Inch O.C.with and bolted connections. coordinated with Architect and Home Energy Solutions. U) regulations therein and with all other agencies having cover for other surfaces,unless otherwise noted. Lap single sole plate and double top plate unless C-)Provide Taco circulating pumps,for all heating (ci Jurisdiction. welded wire mesh 12"min. otherwise noted. STRUCTURAL PROPERTIES: zones. 1 The Contractor shall make sure that all trade's work Consolidate concrete b band or with mechanical Exterior wall sheath( shell be 5/8 inch CDX I wood D.)Provide Isolation valves for each zone. T.O.RIDGE — — — — — — — — — — _ — — L J Q y n9 p 9 E -2,000,000 FB - 2,800 PSI IF.)Provide all necessary wiring — — — — _ — — — — — — conforms to federal,state and municipal codes(BOLA) vibrators;maintain proper reinforcing locations. unless otherwise noted.Secure to framing per(N,YS.CJ No substitutes are acceptable,unless specifically F.)Provide Indirect hot water storage tank to 4"DWV(TO ROOF) 4"DWV(TO ROOF) 4"DWV(TO ROOF) and ordinances. These shall supersede drawinggs,notes Table R60230) noted by engineer. accommodate residence. and dimensions In all cases. The Architect eheii be If temperature falls to 40 F or below,uniformly heat GJ Provide Honeywell T131 thermostats for all zones- notified of such dnanges before work to started. water and aggregate to maintain concrete between 50 RooF Sheathing to be 3/4 Inch COX plywood. PLYWOOD: coordinate all locations with Owner prior to Installation. Non-familiarity with governing rules and regulations will and 80 F at points of placement" Do not use Frozen Roof sheathing shall be COX 2410 plywood,5/8"for H.)Heating systems to be installed in strict accordance not be cause for"extra"billing. In the event that work materials,calcium chloride,slats or anti-freezes All All structural lumber(headers,posts,floor joists and sheathing spanning 16"or less,and%"otherwise. with manufacturer's requirements. T.O.CEILING Sign 4 Seal: has to be replaced for morn-compliance,The Contractor exterior concrete shall be air entrained. roof rafters)shall be construction grade Douglas Fir I.)All heating equipment including type and location or — — - — — — — shall be held responsible If he has not notified the Larch"2 and better surface dried to max.14%moisture Floor sheathing shell be 32/16"structural 1 4 II C-O thermostats and zoning to be approved by Owner" Architect before Initial Installation" Maximum deviation from flush,plane or plumb surfaces content,stress graded lumber. Lumber shall have the exterior,%V thick APA rated,T4G,glued and nailed. JJ Provide outside reset controls and complete G e �/� shall be 116"per ft.t slabs shelf be level,unless following minimum stress properties: computer controls for boiler. .`,GREC -•CLI The Contractor shall make any corrections required by otherwise noted. All plywood shall be grade marked and meet the K)Provide outbids air source to Mechanical Room n the Architect.Approval of drawings or schedules shalt FB -815 psi standards of American Plywood Association.(APA) (One Sq.In.per 2,000 BTU boiler capacity)with a duct " 1_.�" 1 I- 14511 v. Wv 1- E R,�p_-7�� not relieve the contractor from responsibility for Finishes shell be as follows,unless otherwise noted: Fv-15 pat 3 ��\ �� ~C��0 deviations from drawings and specifications,unless he Interior slabs -steel trowel smooth finish E - 1,600000 psi with s register 2 Inc 12 inches of ceiling and a second 3" 3e hue called attention to Duch despviations(in writing)at Exterior alabb-broom finish parpendicuiar to path of register within w Inches vi finished floor, DIVISION 01 -THERMAL AND MOISTURE PROTECTION: L.J Provide new as service to residence. i��� 'Qa�'I�'i 11 1 J4n 1-Xu" the time of submission of bid and secured written travel. All structural lumber shall comply with and be erected in g WATER LAV LAV MACHINE WATER approval. Nor shall It relieve him from responsibility for accordance with the national forest products INSULATION: LAV LAY LAV WATER errors In shop drawings or schedules or the proper Formwork not supporting weight of concrete may be assocfation's National Design specification for Wood Provide complete central air conditioning system CLOSET CLOSET CLOSET �' i� performance of mechanical equipment and controls. remnoved after 48 hours of curing at not less than 50 F. Construction,latest edition. Insulation shall be roll faced(typical). throughout residence(number of zones and locator of yp all dlFFusers/grilles to be coordinated with Architect � 77 J The word "provide"shall mean to furnish and Install all Footings shall be set at a minimum of 4'-O"below All lumber shall be grade marked. Provide belt Insulation throughout the first and second prior to installation)All equipment shall be selected by materiels necessary to complete the work kh finished rude. u9 Home Energy Solutions. T.O.SECOND _ — SHOWER o — — — SHOWER —In 1� /I o — — — _ o y p 9 floor of appropriate thickness: — — accordance with accepted construction standards and Provide Joist hangers For all flush framed conditions, Provide complete system of a for and return FLOOR It 15 a f t r ,unless actine p R-21 In all Z loch x 6 Inch walla (Insulated)ducts to a utilized for central air manufacturer's racornmendatlone. DIVISION 05-METALS: as manufactured by Simpson,Taco or equal. Install In R-15 In all 2 Inch x 4 Inch walls G.O 2" 2' C.O. nder th ��� itect,to alter accordance with manufacturer's instructions. conditioning. „ e All Items specified are to establish qualftk of works STEEL WORK,IN GENERAL,SHALL CONFORM TO THE G.O. 2 3 „ I-v. i J.- 3 an it m a a r-IN g the seal of an .I Provide R-49 batt.insulation at ceilings at attics. Both heating and air conditioning systems shall be 3" „ architect is all architect shall affix tc products of other manufacturer's equal In deelgn,color FOLLOWING AMERICAN INSTITUTE OF STEEL Carpenter shall do all cutting an Fitting of woodwork g 9 y - 1 9 R-3B belt.Insulation permitted If covering 100%of deal Heel,installed,and/o adjusted contractor to 2" and quality may be substituted If approved by the CONSTRUCTION STANDARDS. required by the plumbing,heating and electrical 9 j by C.O. his item the seal and the notation"altered b�'follows Architect as meeting established deafen and functional contractors or any other mechanics to Install their work ceiling area extending over exterior top wall plate. provide for the distribution of heat end air by his signature and the date of such alteration,and criteria" -Code of standard practice for builders and bridges conditioning to all spaces. p 9 Provide continuous R-8 Insulation at Interior or specific description aF the alteration. -Specifications for the design,fabrication,and All lumber In contact with concrete/masonry shall be exterior of basement wall or cavity R-13 batt.Insulation The first(10)Feet of all supply and return ductwork All work shall be executed In accordance with the erection of structural steel buildings,Including the treated in accordance with(N.YAC.).Bill plates to be at Interior basement walls. pp y I-A., " I-Xt" best-accepted trade practices and as par comments ands supplements. (2)2 Inch x 6 Inch ACQ.Contractor shell be responsible leaving and returning the air heThe b unite shell all I Jet" p p � �p p lined with 1 Inch acoustic lining.The balance of all " 1�" 3" I� 1-�" 3„ manufacturer's recommendations. -Specs for structural joints using ASTM A-325 or ro ensure that the proper means of protection are g' 3 I_ D s Provide R-10 insulation at basement slab perimeter 36° ductwork shell be Insulated with I-I/1 Inch 3/4 lb. � I��� 1_ " 1 A-AeO bolts. utilized during the handling,cutting,drilling,etc,of ell In depth R-15 required for heated blabs. density,tapped and tied with fiberglass tying cord. I-X" DISH DISH WASH( I- " . The Contractor Is to Indicate to the Architect the treated material. proposed dates and hours during which work shell be Provide new copper flashing as dictated by Field Provide R-38 batt Insulation between cellar-first floor, WATER LAV WASHE WASHER MAGHIN WATER LAV LAV LAV WATER DIVISION 31-EARTHWORK: SINK SINK Y' 7 T CLOSET N performed. The Contractor shall prepare wind update conditions.All roofing and related flashing shall be Cutting of the floor joists to a depth of I/I6 of the first Floor-second floor,unless otherwise noted. CLOSE7 CLOSET monthly construction schedules;Completion date may copper or lead coated copper" joist span shall be permitted except In the middle third Landscaping:all trees and shrubs which Interfere with + ; .. not be extended without written notice. of the span per(N.YS.C.)Figure R502B. Provide sound attenuating Insulation In all interior walls. the construction or this project shall be removedt and V I F1 IT�] Provide all necessary joist hangar,connectors,bolts, new ornamental trees and shrubs planted,new lawn areas SHOWER SHOWER The Contractor shall obtain all required building sleeves,slots,nails,screws,etc.as required to provide Notching,drilling or cutting of TJI floor joists shall be Insulation in basement/cellar shall be mildew resistant ahell be seeded after Finlshed grading Is complete. T.O.FIRST FLOOR_ _ 0 0 o T N 11 permits,approvals,underwriters certificate,"C of O," complete Job. in compliance with manufacturer's instructions.See [peperfese). Sae Landscape Plan provided, — — r.-.1 and/or completion for all work Indicated for agemcles specifications on Engtneared Lumber Data Sheet. „ i having Jurisdiction. Provide heavy duty Joist hangars at miccrolam Provide 1 In thick rigid Insulation at perimeter of C.O. 2 n 2n 2" C.O. ._J d) connections as manufactured by Simpson or approved Double Joist or provide ladder Joists at I6 Inches O.C. foundation per(N.Y.S.C,)Section R4033 to protect local authorities for drainage.lify requirements of 3 _)i 2„ 2m 2" CA. c.0. 21I " C.O. 3" n 3" The Contractor le to au I owner,In writing,a waiver equal.The Architect shall coordinate all connections of under all partitions running parallel to same.At wet p p _ " I " I- (V pp y 3 9 p 9 p water proofing LO of all liens for himself and all suppliers and major structural members-the Contractor shall notify locations provide space between double joists and Provide new storm water drywall ere Indicated on plans. (0 subcontractors,at the time of each payment request. the Architect when all members are to be Installed. block solid at 48 Inches O.C.per(N.Y.S.G.)Figure All Insulation shall have a flame spread rating not _ R502.2 greater than 25 and smoke development Index not to Provide new septic system In front yard Including ••Do not scale drawings,written dimensions eupercede Provide termite shield at all foundation work per exceed 450 per ASTM E84.Exposed attic insulation septic tank and leaching pool per plan. r scaled dimensions.•• (N."S.C.)Section R324,compatible with ACQ*ill.Set Provide minimum(3)2 inch x 4 Inch or(3)2 Inch x 6 Inch on floors shall have a critical radiant flux not less than I_V. Wp () v ` termite shield on e111 sealer insulation" posts below structural beams/header unless otherwise 0.12 watt per Sq.Cm.per(N.YS.C.)Section R320.4. Provide 6 foot construction fence during all phases 3" 3i" b­1 * Upon completion of the work,the ContracT.cr shall have noted.Block solid to foundation or framing below. of construction as,dictated by the building department alt'areas cleaned including but not limited to Provide all reinforcing and mesh for all concrete work FLASHING: " O and as needed for a secure site.Provide hay bales I-kj vacuuming,washing and polishing. as specified In"Concrete"Section and per(N.YS.C.) Provide all necessary temporary bracing,shoring,etc, and alit fence in rear of property as,prescribed by the F.A.I. WATER LAV 1 Yi' Section R406.4b 4 ASTM A615,A106,A996,with until all Framing and sheathing lb In place" Flashing work shall include all flashing required for a village. LAV WATER j,1 j Broom clean affected areas and cart away all debris" Minimum 40,000 psi compressive strength complete Installation of new roofing,trim,entrances,all g E- CLOSET CLOSET 1 < 1--.1 J Provide Fire stopping of the type and location per indicated on drawings. Repair and/or replacement of It shall be the responsibility of the Contractor to The Contractor Is responsible,during all plisses of Provide 5/8 Inch round x 16 inch long anchor bolts at (N.YS.C.)Section R602B and draft-stopping per gutters and downspouts as required to create a water properly tarp all exposed portions of the structure at < work for all construction means,methods,techniques, all Foundation walls at 23 inched O.G.-minimum 2 per (N.YS.e.)Section R505.12. tight job. the end of each day until such time as the residence Is SHOWER SHOWER sequences,procedures and safety precautions wall and maximum 12 Inches from each corner per T.O.CELLAR o7 o connected therewith (N.YS.C.)Section R403.1.6.Provide 3 inch square Contractor shall be responsible fora modifications completely water tight. —, _ _ T— — —— — — — ——— — T,— —T— T — — — — q p any Flashing for roofing shell be copper sheet:ASTM,16oz. — — — —— — — — tin �� washers. which may be required by the Building Inspector,within (0.0216"Xcold rolled). Separate all dissimilar metals Provide Owner and Architect with drawing illustrating 2" s0� Z v The Contractor shall furnish and Install all material and the scope of the Contract as set forth In the plans or with bituminous coating. Joint&to be soldered. all new and existing subsurface utility locations and I C.O. 3" - „ I " 3a 2 C.O. ID equipment as shown,and unless otherwise note,all Provide steel framing members as Indicated on plan. as outlined In the proposal,at no additional charge to dimensions.This drawings shall Include water service, equipment shell be new and of beat quality. the Owner or Architect. Provide zinc coated copper flashing pans at all eas and electric services,drywslls and septic system Fabrication and erection of all structural steal work exterior doors and windows with a111s within 12 Inches of and all related piping. I U The Contractor Is responsible for the coordination of shall conform to AISC specifications for the design, Materials for millwork shall be kiln dried to a moisture roofs below" all necessary Inspections during work as well as for final fabrication and erection of structural steel for content lees then 12%. SOILS. < W building department approval and for obtaining the buildings - latest edition. All wimdowe and doors shall have drip caps. LLr N.YS.Underwriters Certificate and the Certificate of Neatly and accurately secure Joints so they are Fitted Excavate for all footings,foundation walls,and other I C.O. N occupancy/Completion. All steel shall conform to ASTM designation A-36 steel. tight,blocked and put together to avoid opening. such work as may be necessary to the depths as shown Countersink all nails at all trim.the Painter shall be DIVISION OB-OPENINGS: on the drawings.All trenches for footings,foundations, < < The Contractor warrants that It Is expert in the typs of Steel pipe columns:conform to ASTM A-53,grade B responsible to caulk all trim,Fill and sand holes-ready slabs,etc.shall have level,solid and undisturbed I . � < construction work and method of construction required 3-1/2 Inch round x 03113 Inch wall thickness(extra to paint. Contractor shall verify dimenelons and quantities In the bottoms. 4e r�WV her under.By submitting a contract price,General strong)unless otherwise noted on plans.Prime columns field and report any discrepancies to the Architect All Contractor is deemed to have represented that its per eN.YS.C.)Section R4012. Provide Fire stopping at all plumbing and electrical rough opening dimensions For doors and windows are TO NEW SANITARY LINE g p g Foundations have been designed based upon as '2 Firm,supervleorg staff and workman are expert and penetrations both vertically and horizontally to comply the responsibility of the Contractor. assumed soil bearing capacity of 2 tons per square /� /� /� }'`� c o experienced In the type,method and parFormanoe of All bolts&hail be 3/4 Inch diameter unless noted with(N.YS.C.). foot.Any visible unstable conditions not brought to NOTE• )4L L S,4N I TAi�I' COND I�I ONS E work required,Including the work necessary to produce otherwise,ASTM A-325. Contractor shall review the door swings with the Owner the attention of the Architect shall be the z oc:� the best possible aesthetic appearance for this Provide(6)Sal nails at both ends of all 20 gauge prior to placing and door orders. responsibility of the Contractor. /� REVIEWED � \ , I I ' !_ project,comfeitent with the Contract Documents,and Provide top and base plates per plans. metal straps. AND LOCATIONS TO 5E E Y I E WE D '� that have offered such expertise and experience as an WINDOWS: (see window schedule.) Fill used or encountered underneath foundations and Inducement to the Owner to enter Into an agreement with Provide non-shrink grout at typlcal bearing plates set Provide TJI floor joists(see plan for size and slabs shall be compacted to a minimum of 96%maximum �1' SANITARY ENGINEER I N FIELD the Contractor. on masonry/concrete. spacing).Install in strict compliance with manufacturer's Windows shall be low-E glass. Size and function as density In accordance with the modified proctor test. Installation guide.Provide strand board at all box Indicated.Contractor to verify sizes,(rough openings) Maintain 1:5:1 horizontal to vertical slope for any The Contractor shall arrange with the Owner for proper Joist and other framing connectors shall be beams -double at all openings.Provide lateral with model numbers prior to ordering windows,and to excavation adjacent to footings. storage of materials on the site so that 8111 is done in manufactured by Simpson,Taco or approved equal, bracing at all floor Joists per manufacturer.storage on report any discrepancies to Architect. an orderly and secure fashion. site and Installation shall comply with manufacturer's Where walls are poured to grade,the contractor shall Project Title: Provide galvanized hurricane ties at all roof eaves at requirements. Provide and Install all insect screens,colonial grills backrill against them with clean earth Care shall be All site work including,but not]limited to atom water each rafter. and hardware(as per owner's request). taken to brace the work adequately to prevent BROADWATERS disposal and septic system shall meet the requirements Store TJI materials in dry location and protect during deformation or collapse. of all agencies having Jurisdiction including but not All steel to steel connections shall be bolted.Provide construction as recommended by the manufacturer. All glass within(18)Inches of floor to be tampered. ROAD limited to the Nassau county Department of Health or (4)-A325 bolts(3/4 Inch)at all column to beam All materials used for backflll shall be Free of debris the Suffolk County Department of Health connections" All floor Joist shall be bridged at mid-span or at DOORS:(size as,Indicated on plans) and organic material larger than 2 Inches In diameter, Intervals not to exceed 8 feet. Metal,solid wood SKYLIGHTS:(as,Indicated on plans) length or width The Owner shall secure the services of a licensed land Provide aluminum(unless noted as copper)gutters and blocking,and(2)5/4"x 3"bridging is acceptable. EN ii surveyor for the final survey. leaders throughout residence.All leader locations shall All glazing In hazardous locations shall be tempered Water shall not be allowed to stand in excavation&until be approved by Architect prior to installation. All wall openings,4 feet wide or less,shall have double Including glazing in and adjacent to all doors,and In after concrete work has set. Contractor shall remove The Contractor shall provide temporary port-a-san for stud&at jambst spans wider than four 4 feet shall have locations meeting all of the following criteria: such water at hie own expense. duration of the project. Steel connections shall be two angle standard double studs for header bearing plus Jamb stud. A.)Exposed area of an Individual pane is greater than DrawngTtle: connections wherever possible.Connection shall be (9)Sq.Ft. Temporary sheet piling,shoring or bracing shall be I, GIUSEPPE ADRAGNA, HEREBY COVER S HE E T DIVISION 03-CONCRETE: adequate to carry the reaction due to maximum Joists shall be doubled around all openings,under all 5.)Bottom edge less than(10)Inches above the floors. provided as required to maintain excavation banks to a CERTIFY TO THE DEPARTMENT OF umiformly distributed load that the beam Is capable of parallel walls and partitions,and at cantilevers beyond G.)Top edge greater than(36)Inches above the safe and stable condition. Conform to the following codes and standards latest supporting For Its span based on the A.IS.C.Safe Load the foundations wall. floor. BUILDINGS OF THE TOWN OF DATA & GENERAL editions: Tables. D.)One or more walkingsurfaces within(36)Inches blasting p SOUTHOLD THAT TO THE BEST OF MY Typical interior new,non-bearing partitions shall be 2x4 No bleat( shall be ermined. yp 9 p horizontally of the glazing. -American Concrete Institute 302 recommended All steel shall have factory rust inhibitive coating etude at 16"oL.with 5/8"shnaetrock Tape,spackle and Contractor shall retain a licensed civil engineer to PROFESSIONAL KNOWLEDCsE THE NOTES practice for concrete floor and slab construction,301 including inside all columns. finish as specified. Provide and install Interior and exterior doors as perform all design and supervision related to DOCUMENTS CONTAINED I•EREIN specifications for structural concrete for buildings,ale Indicated on plans In strict accordance with excavation,underground utility services, building code requirements for concrete. Provide all metal straps from roor rafters down to Typical exterior walls:new construction shall be 2x6 at manufacturer's specifications. (substandard-less than 2-ton/sq.ft.)soils encountered, CONFORM TO THE LATEST 20I0 foundation per details as manufactured by Simpson or 16"oc. roads,and site structures not usually considered INTERNATIONAL CONSERVATION Concrete Reinforcing Steel Institute Manual of approved equal.All 20 gage strips shall have six(6) All exterior doors shall have weather stripping as part architectural in nature. Standard Practice. Set nails each side.Straps at base of first floor walls Provide lintels or headers at all openings,whether or of their assemblies. CODE AND 2020 N,Y,S Project#: Scale: which wrap around sill plate shall be stainless steel or not Indicated on the plans. Headers at non-bearing All basement walls below grade shall be dam oofed 1000-104-10-5 -American Societyof Teatl Materials(ASTM), double hot dipped galvanized and Installed with conditions shall be as follows: e clamp-proofed INTERNATIONAL ENERGY As Noted n9 t't' 9 acceptance all hardware protective coverings unfit final with two coats of plied to self-priming plastic cement, CONSERVATION CODE C01PLIANCE. Standards ere noted. stainless steel or hot dipped galvanized Halls.Provide acceptance trowel or spray applied to walla if water table Is, �.� all straps per plans and as required by the building If 4'-O"or less 3-1/2"x 9-1/2"LVL determined to be minimum 2 Feet below basement slab Date: -BD.CA.Code,and all other local codes.and department.All exterior columns with wood posts shall if 6'-0"or less __ 3-1/2"x 11-1/8"or Hardware shall be accurately located,securely elevation.Bentonite or 60 ml liquid waterproof Sheet M: Authorities. have galvanized raised post bases and post caps or 5-1/4"x 9-1/2"LvL fashioned and operate smoothly. membrane as,mfr. By Anti-Hydro or equal shall be used galvanized tie downs as required.All main roof If 8'-0"or less 5-1/4"x II-1/8"LVL NOTE: September 28, 2023 1 of x Provide continuous poured concrete footing(see plan members Including hips and valleys shell have tie downs 1f water table Is higher. Contractor shall verify water for size)with Minimum(3)5 bars and continuous 1-1/2 at plate and ride. If a header Is not Indicated at a bearing condition, table in the Field. PROGRAMMABLE THERMOSTATIC Sheet: Inch x 3-1/2 Inch keyway.Footings shall comply with inform the Architect before proceeding. Provide continuous damp proofing on all Foundation CONTROLS WiLL BE USED FOR HVAC Prcv(N.YS.C.)Section R403. extrr a zinc coated copper flashing pane at all walls with approved rigid insulation cover per IN.Y.S.C.) EQUIPMENT. T O O . ® O exterior doors and at windows within IZ Inches of lower All wells(exterior)shall be braced against lateral , section R406.1.System to extend to bottom of roof Ifnes. loads by structural sheathing,16 ga.Steel strapping,or footings Including 45 degree cant.Backflll shall be let in Ix4 corner bracing. clam banlvun or approved equal not until walla are properly braced per(N.YS.C.)Section R404.1.1. i --------------- If i I -- a, -- - - _ J -- ------- ---- ----- - 'T• f' ------- ' - --j -- - -•''--_•._ i/ `•'• •. %' I r' ----- -___ � - +' as , o ; I U o o RESIDENCE to i 1 / r \\ tV IMPRO'%ED LOT ". p� 1 ■ ■� . . ■■�■ . ■ ■tea in ■■■i■ ■ -1-16n■ ■ ■ �M . . I ��S°2�'00" \\ I I PUBLIC WATER \ 1\ \ \\ I i 5 � t�tifJ `�■a' ■ ■ "'■' ■ . ..■�, I \ t I ; `jV 1 I \ n 1�J ctS it oD ♦� 1 i� / I T r ■ ■ ■ �' ■�■■ ■ ■ ■■■� ■ ■ ■ ■ ■�� ■ ■ I I \\ `\� \\ \ I / I I \ I /' i !13ry I / I / 1,- __ I I I a■"■■ - - in ■■■■, ■ � 3 j \ t�.� ■ 1 1 \ I D m ,/ ■ ■-- ■1 ■ �■� ■ ■ 1 I \ I I I ' rn \SILT FENCEI \ \ ■ in ■■�■ ■ ■ ■ �■i 1■ ■ �■ ■ ■ ■■�1■■ I ■ ti- / I I N i~ _t' 1 ♦ 1 I / rm6. �` % I I 1 I \ / \ \ .\ \ _ \\ I \ \ 1 �/ \ \ \ ■■ni■ ■ ■ mo. ■(■ ■■■� ■ ■ ■ya, 'n 3 co Q) co ■ ■� 'ry /' / 73' I i._ TEST PIT-I / A \ \ '- I \ !� ■ ■ ■ ■ L m �� l�\ I \ / / i I \ \ tt� C1 \ \ \ Z ao \ \ I ■ ■ ■■■■o ■ ■ o P, (1 O C\2 1 + - - - - - � - - - - - _�N, I I f► \ 35 \ \ \ cn r= - j ■ I� o 0 0 0 ss.�' �' \ ---' TE i PI -2 \ \ \ `\d ..\\ ��T11\ ar° z .-i C\2 M i I le�9 GRAVEL Ib0'DRJvEWAY \ \`- DECK \ \ \ \ 3,233 SQFT. WETLANDS REDUCTION PR P D $ (460 SOFT.) \ \ ) 1TO I' UI A II B LD BLE LAND LD - T R1" IN \ \ m \ \ ` \ \ ► ■ 1111 ♦ _ _' ` I \ A .. +Ib s� POOL \ \ i `\ ♦ \\'`` \\\ \`� ���` / \,\ `�.. . II / ����0' '' E L R e (d \ \ �ELEV 12' t \\\ \ \\ \� \� \ I- ■ �- �l I l g00 SOFT.) + \ \ rn 1 �\ / `� ` \ �� \ \ 1 .. / •. ��I 2 S ) I \\ \\ i m \ \ \ I(D9.11' ♦ \\�; \`� \`\ \`\ / \\ \\ I i i I - - - - - - \ �_ 1 m \ \ \ \I \ \ CaROSS LOT AREA = 32,105 SQF� ■ ;� •� -� �1,8�p' 36ID0' \3230' 1 �_.%' POOL \ \ 1 \\ \ \ I \ \ \ minus 3,233 SQFT. of WETLANDS ■ �,Q AM"! " � \ � \ \ TERRACE \ \ 1 \ 1 I \ \ 1 1 28,aM SQFT. NET LOT AREA O ��\ \\ \\ \\ �\ r�'1 CC ES . 3- \� I 1\ I C1ID86 SO.FTJ 2 10' \\ 1 I I00I ITVl)0 \\ 11 I ■ I �ARA m 1 I I \ 1 I 1 \ I I pND S� I \ I U .00 \ Q \ ��— \ \ \ � I � /v ■ , ♦ �� \ \ \ � \ I�Zt71\ �i 1 � i I I I \ I � 1 I ♦ \ \ \ — - --\ - II4- - - - - - - -`,� - - - - "fir' I I - - -� izs- - _ -1 -I�- - - - -\- - t- - - - �•� - \- - -\� - - =-I }- - tj I \I I - - - - - - - - - - 1� - - - - - I - -1 - -190.9m' _IJ ' ■ ✓`'' ---�- - - - I— - - - - -� I — /- - - - F 0 ♦� - - 1---FX---------- GAS--) 186.43' qs r--------------I �"-----L-----•BURIED ELECTRIC------------4--------------- / I I B 1 1 )1 I I - O -------- b-Ate---�----BURIED ELECTRIC--T--------�-----------1----------�--------------1------------r----- � _ i I I I � I N U u.P• ------------- 1 --------------------- - -------I-------- ' A-------------- -----------1- ' I 1 B T- / I ► .U, I I I t I ► \ �11ATER------ -- ----'�----- ------------- ��1JATER-------t--- - ♦ PROPOSED I r t 1 PROPOSED UTILITIES TO 1 / ♦ WATER METER I I I BE CONNECTED IN ■ -'� 111 1 ACCORDANCE t0 TOU1N 1 \\ I / / // / 1 I 1 1 1 I\ I I I Z co / 1 AND UTILITY STANDARDS / L. / / \ I SILT FENG_EJ 1 / i / I I I I 'y � C� 1 I I I \ 11111 1 \ \ - - '� 1 - Q� O �i ■ �a ■a`w�� ■ ■ �'mwnAim ■ ■ T ■ ■ � T'0 �x ■__��■�_■_���_r�� ■-���, ■ ■�T ■ ■�� �-� -■ ■ 1i� ■ ■ - -�/ �- - -■/■ �,■ ■ �� ■ ■\� ■ ■ � ■ ■ s ■■ �� -• -- ■ ■ ■� ■ ■ � ■ ■ � ■ ■ ■ � ■ ■ ■ ■ r� ■ ■ i� ■ ■ �� ■ ■ �■ ■ ■1�■ J■ �� ■ ■ ■ ■�■ ■I■ L ■ ■ � ■ ■ � ■ ■ C� ■ ,, l - ------/------------ - - \ d � S 05°51'40"4\LU \ 1 / �12=1.�� ):: -,----------- — - -- - I I I + Imf =D LOT 1 1 / / 1 r I�- '! -I-- N m RESIDENCE i PUBLIC WATER I / / / I I y� ` � U 51TE I LA �l U U f SCALE : 1" - 15'-0" {I L Q Z ZONING INFORMATION ZONE: R-40 i I 5"p 5eal: I I DESCRIPTION MAXI IIN PERMITTED PROPOSED 15'-5" I I I ED MAJOR DMSIONS sva TYPICAL NAMES LOT AREA 4fa m00 sc�.ft. 32,105 sclft. GROSS j `I' PROPOSED I I �y,( E R. 288-12 s ft. NET , q LOT WIDTH 150.Oft. MIN. 1 70, o =Kv FIRST FLOOR 2,534.91 s .ft. 1 2 3 = SECOND FLOOR 1,�o89.5o s -ft. I I < , r r WELL•GRADED GRAVELS,GRAVEL-SAND MIXTURES, LOT DEPTH 1�5.0ft.MIN. ± 3'10' C L TOTAL 4,224.41 s .ft. �+ IS GW LITTLE OR NO FINES. FRONT YARD 50.0' 106.13' � �� I , i MAX ALLOWED:4,231.2 SOFT. I It is a f tiQgbw�r ,unless acting w � v1��Z� ��r GP POORLY GRADED GRAVEL3.OR GRAVEL-SAND MIXTURES, (� l I I I under th o Ohl itect,to alter �► LIME OR NO FINES REAR YARD 50.0 190.90' n� oe l G M Sa TY GRAVELS,GRAVEL -SILT MIXTURES. I F°N SIDE YARD 15.0 15.95 the seal of an ai' - - - - - - - - - - -_ -- --— - - -_- -_-_ c tered b�l'Ifollowe I an Item m a a l affix to architect is alte g a his Item the seal and the notation -- - Q # GC CL/►YEYGRAVELS,(3RAVEl-sANo eIAY MlxruREs. SIDE YARD 15.0 20.25' - i r-=.---__-___-__-. -_--.--_ -__--.__ - -- - I by his signature and the date of such alteration,and a V specific description of the alteration. ° g W SIDE YARD AGG. 35.D 3584 1 W ILL�2 L (J►T A I 1fYEL"RADEO SANDS.GRAVELLY SANDS,LRTLE OR NO 4 Q'-102'i - 4 iol 1I11 15 43 5 tT'+ . FINES. FLOOR AREA MAX. 4,2312 SQ.FT. 4,224.41 SQ.FT. li L"E POORLY GRADED SANDS OR GRAVELLY SANDS,LITTLE OR to Sp NOFINE3 LOT COVERAGE 209. E014.4 sq.ft. 4,123 SQ.FT. 1636 qe - - yus c u« 12n I U 7 �i W M SILTY SANDS, BUILDING HT. 21/z STORIES -- 35ft 28'-9" i S C _ i CLAYEY SANDS,SAND CLAY MIXTURES. MAX. GROSS FLOOR AREA: - _' ....I W w `SC 3,350 SOFT. PLUS 10% OF LOT AREA IN EXCESS OF 20,000 � - cv - _ _ r� N 28,B12 SF. - 20,000 = 8,8-12 SF. (_ �� 1 -� - - vl In N M INORGANIC nr�AND VERY FINE SAIly4r noac Roue SILTY OR 5,572 SF. x 10 ie = 0,512 S.F. Q t CLAYEY FINE IRM OR CLAYEY SILTS WITH SLKiNT RASTICRY Z e J In U._ q }] � Zit 3,350 + 8812 = 4 3-1.2 SQ.FT. I U J 2 CL INORQAIIIC OAY'S OF LOW TO MEDIUM PLASTICITY GRAVELLY CLAYS, a, tD - IA LOT COVERAGE/ BUILDING AREA:* }— SANDY CLAYL,E0.TY CLAYS.LEAm CLAYS >K Cy OkiOL ORGANIC SILTS AND ORGANIC SILTY CLAYS OF Low RESIDENCE 2568 I w O v, FRONT PORCH 1313 K — _ �\ ( d I PLASTICITY. REAR DECK 460 \ >< fn �j N INORGANIC SILTS,MICACEOUS OR DISTOMACEOUS FINE ` e J Z M" ' sANDYORsiLTYsons,ELASTICSILT9. POOL Boo 4 _ _ T �. J L ,�1, GARAGE -156 DIVERSION RIDGE REQUIRED EXTRA STRENGTH FILTER FABRIC � 1 I ee 9 s, ... z+� u C CH INORGANIC CLAYS OF HIGH PLASTICfTY,FAT CLAYS 4 123 SQFT. WHERE GRADE EXCEEDS 2R 2f GREATER NEEDED WITHOUT WIRE MESH SUPPORT -Gc d. q/ \ I I STEEL OR '�F y _ Q OH ORGANfC CLAYS OF MEDIUM TO HI(#1 PLASTICRY, ROADWAY \ \\ \ WOOD POST I r - --J -� f7 ORGANIC SILTS. //\//\ /\ /�y/�/Jt•/%/ i/%i I i f I U \ \ ATTACH FILTER FABRIC - — -- - ---- -- -- --- /� SECURELY TO UPSTREAM FILTER FABRIC SIDE OF POST •: � I i ' SECTION A-A OW.. FL 1 i I y HI 4 NOTE: K< ""'::' :� 4'-2 "if 25'-112n �l 13'-(Z�ii i _ STRAW BALES, SANDBAGS, SPILLWAY USE SANDBAGS, STRAW BALES ~ I 14'-11' 13'-'1'I - S i--13 i, OR OTHER APPROVED METHODS � , - — -- - —{ �1" OR CONTINUOUS BERM OF - I - - p: I - li �� , c', I n V TO CHANNEUZE RUNOFF TO OBSERVED BY: OBSERVED BY: EQUIVELENT HEIGHT BASIN AS REQUIRED. -I Y'� TEST PIT I GIUSEPPE ADRAGNA,R.A. TEST PIT 2 GIUSEPPE ADRAGNA, R.A. 1 / \ \ \ �\ 16 MAXIMUM SPACING WITH - _ R ol z WHEELS IF NECESSARY \\�\\•,\\ \ / 8' MAXIMUM SPACING WITHOUT / / �` J 15' S if, LIG. * ID4ID7151 LIC. *040151 SUPPLY WATER TO WASH / � \. / /\/�' WIRE SUPPORT FENCE / / .� //� -- DIG DATE: JU;_Y 11, 2023 DIG DATE: JULY 11, 2023 WIRE SUPPORT FENCE �— i TIME: 11:30 am. TIME: 12:00 p.m. WEATHER: 82' MOSTLY SUNNY WEATHER: 82' MOSTLY SUNNY START GROUND ELE\/.: 15.0' START GROUND ELEV.: 11.0' I "f I TEEL OR WOOD POST I ^ \0 FLOW FLOW _� e \ Project Title: _ _ _ _ 0 36" HIGH MAX. --'--l- - - DEPTH OF PIT: 15.0 DEPTH OF PIT: 1L0' BROADWATERS GROUND WATER: 14.5 (EL. 0.5 ) GROUND WATER: 10.5 (EL. 0.5 ) f-Low - ---- -- ---- MATERIAL GLASS OF MATERIAL CLASS OF e �— r,\ �" ROAD DEPTH (FT.) DEPTH (FT.) > ° c PONDING HEIGHT PONDING HEIGHT _ DESCRIPTION MATERIAL DESCRIPTION MATERIAL � I /" TOP SOIL II-65 TOP SOIL 11-65 A I A 2"-3" 3/4' MIN. DRAIN ROCK i' 1' COURSE AGGREGATE 12' MIN. FLOW 9" MAX. CV e o p p STORAGE HT. I - COARSE SAND GW 0 ° e -L j\//\ /\/�/i j�/ /j \�` --� ( i la' 4 CiRAVEL 6-65 COARSE SAND GW y\\/T\ /`�G Drawing Title: 4 GRAVE 6-65 12" MIN. '\�y\\\�� 12" MIN. \ L DIVERSION RIDGE ,ti / SITE PLAN �� N 9' 50' MIN. T\ "xs" TRENCH \ 14'-11" 14'-1" 14'-11'' _ _ 14'-11 i' �+— — -- 14'-11 SILTY CLAY SG m.(d WITH COMPACTED - il' - 10-6 -- 10.5' ROUND WATER NCOUNTERED PLAN BACKFILL \ END OID WATER IT 1w I - FINE SAND, SM NOTES: L-------------- I - -- - ----- --------� TRENCH DETAIL INSTALLATION WITHOUT TRENCHING I� _- � SILT a_65 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WALL PREVENT - TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY NOTES: 14.5' ROUND WATER ENCOUNTERED— REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED 1. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE Prolectk: Scale: 15"O END OF PIT +a 15. S'O TO TRAP SEDIMENT. PONDING EFFICIENCY. 1000-104-10-5 As Noted 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO 2. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE PUBUC RIGHT-OF-WAY. SEDIMENT WHEN NECESSARY. 9" MAXIMUM RECOMMENDED STORAGE Date: Sheet 8: 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED HEIGHT. WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR September 28, 2023 x of x SEDIMENT BASIN. 3. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT HALL ( - NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY M 14� 14 D 1 14 �14� ' NOTE: sTAeluzED. eet: T1 PER UNITED STATES DEPARTMENT OF TEMPORARY GRAVEL CONSTRUCTION FIRST FLOOR PLAN SCALE : N.T.S. SECONp FLOOR 1�LAN SCALE : N.T.S. ��++ THE INTERIOR GEOLOGICAL SURVEY ENTRANCE/EXIT DETAIL SILT FENCE DETAIL ►J P — 1 01 . 00 WATER-SUPPLY PAPER 1619-GG PRINT 3 SCALE: NITS SCALE: NIS HIGHEST GROUND WATER TO BE AT EL. OD •, I I , , I ,777 I --------------- -.---_--_-__-._- _-__------- ---------------------- , 1 I I , RIM 6 11.0 I / - INV m 1350' I / \ / 1MPR01iED LOT 1 RESIDENCE ■ e / II I N10802310011 PU3LIC \ I °' 0 tin V' I d / cn 1+a,040'DEEP vT I T r ■ ■ a �I ■ e o ♦� . -----I---- --------- �, -------,�------------ I - LE CHINCx I I 1 I \\■ ■ \ \ I / /,�� - ---- OOL----- - \ 3-1�. I � I --- ---�- l cr a ■ ■ \ ■ ■ 1 INV 6 13.50: I i RIM a 1 .0' 1 ------ \ � \ �"`� ■ ■ e e ■ o 0 INV 6 1_.50; I 1 POOL TERRACE - �, 4. CO b �' I ♦ I 1 .�� I I I i I ,a--- \ \ .'" DECK ���------------------ \ TEST PIT-1 / \ \ i C-2 �� ;---� .a' �\------- \_ S :.. 0 c, ---- ' c-I \ ------ --- ----------��-------- \--- zCIO OO>' I owns cONTR 1_ \ / / \ \ \ N a a rn \`�� u E31 R tIN \ ��_'_ it /� \ \ \ \ .� ��S,� ' l� I CO 4N CAST IP - --- - co 1 \ ����. i1 - Ra�"iFT. MIN. ,,- ------- (D �� \\\ \ \\ \ \\ o a rz a 1 I \I I _------- \ I \ - \ \\ \ CCID 1li.� K ------- \ V. \ D S, m I SEP'TIGJ 55.t9' i \ \ ---- -- ------ \\ \ \\ \ @ \\\ \ I T z500 CC) \ B�x 3�'' I 1 I \ TEST PI -2 \ o rn e ,' 1 \ \ 1 1 z 0� ICLEAN OUT , \ \ \ 1 0 0 0 61 GR,4VEL: \ \ \ pRIVEWA`I' \ \ \ r _ I \ \ (184m SQ.FT.). \ \ ' \ N D E CMG \ \ \ O O I -- -- \ \ \ ARACzE PR P E D a` (46,a sa.FT.-�- - - i DRIVEWA) ,, = -\---.__-=--=------ -- ---.----.-.--- -.- - 63 -STORE' WELL IN E . '� 1�.00' \ POOL 0 \ \\ ELEV 12 a� Q E LAR -i.0� \ \\ \ \\ \\ \ �\ X /_ 1 \ ; ( a,a sa.FT.) 1 '00 - \ \ O I e \ \ I I 1^F �r , \ POOL TERRACE \\ \ \\ -i-� \ 11 � ml ® ,' \ \ \ �_ CCE 5 3 -C \ o � i C ,4R,�LC E \ n ml o nl, \ \ \ \ \ I -U Rf� 1@ 10.00 i i '1 B`2 i i �L�s' \ 1 \\\ v O �I V ® � ; \ \ \ \ I ' z� � i 1 I2.1 , IU \ \\ l 1 \ I I r/ . I / Iz-5 I 1 1 I \ � / I 14 i \ I I 1 t I I i I U) 40 J L--------d I I I ♦ --- \ I 1 -1--------------- Dad ------- ♦ ' ,;-" � \ I \ \ 1 �\ -----1-------7-----�As--- r--m �- ��\--C�as-� �; � �,�' ------ �- --------- -// ------- -----BURIED ELECTRIC----�---�1 - - ----------�� ---- - / I I I a) 0 I I I BURIED ELECTRIC--- -----------1----------- -I-\- --fi----- - ------1 , - > -------------- ----------------------------------------- ----- - I 1 I I Z/ 1 /u P \ I 1 I----- i- / a- , - ------------ --0--={=------------------------------ -------------------- LUATER------ ---------------T-- ------ - -------------I-------------- ---- - {JJATER-------t--- \ C�r------- �-- / 1 \ O PROf=05ED 1 1 1 1 F'ROP05ED UTILITIES TO I \ I O -'--------I------------- I- B�GONNIECTED-tN--- I------ --- I -------�- ------------ -- ---------- / / \ I I / I o ® LUATER-METER--- -------------------- ----------------- ' - --------- - -- - \-------------------- --- I I 1 ACCORDANCE TO TOWN I \ / / / / ------�-------------------------------------------- �\ r--------------I------ � -- 1 AND UTILITY STANDARDS \ / \ \ I I Eli m - It �-- ■ ■ ■ ■ e ■ ■--------- - -MEMO ■ e via ■ e ■ ■ e ee. ■f ■ e ■ ■ ■ \ a ■ ® ■ ■ ■ ■ ■ ■ ■ e ■ ■ ■ ■ ■ ■ ® ■ ■ ■ e ■ ■ ■ -- / ----- ----------- --------`'° ------- --------------`>-" -------------------------- ------ ----------------� / a 1 � ; O >, ---------1--------------- / 5 0 5 \I,� \ / . / / - >; -------- 1 ----------------/------- / I MPZO VE D LOT / \� 1 CAST IRON FRAME AND COVER / �' / / RESIDENCE DENCE TO GRADE / FINAL GRADE (TIGHT-FITTING URF CE HATER ENTRANCE) I 4"D.PIPELINE / PU SL I C WATER R -� TIGHT JOINT Sign 4 Seal: I YIN.SLOPEI/8"/FT. , BAFFLE G ED C 12"MAX. 4 R.S. ONLY R. S f'1"E P L.,41�1 ; � ��••--••�-�-, r--� R �p STOfizi"WATER DRAINAGE SCALE : I = I0-m 1 2 FT.MIN. RIM ELEV. VARIES 4 4 SANITAR i" 5Y5TE1"1 PROVIDE COLLARS TO MAINTAIN 3"PRECAST CONCRETE NOTE:ALL OUTLETS j _ INVERT ELEV. 6"POURED-IN-PLACE AT SAME ELEVATION4"D.PIPELINE - I TIGHT JOINT a3- MIN.SLOPE 1/N"•FT, It Is a � c f tl�q�errr unless actingSCUM BAFFL B - - under th I� Itect,to alter 1N T Eu 14,42' INVERT. an Item m a Fe g the seal of an I CHAMBER Volume al - -R------- �LJ ELEV. JNVERT architect Is alte g archltectshall affix to Sedimentation Chamber 397 INVERT 14.25' INVERT s'tRn. i ELEV, his Item the seal and the notation"altered b�'followed Anaerobic Filtration Chamber 396 INVERT - �---'-'------ ----" by his signature and the date of such alteration,and a AIR C PUMP Aerobic Contact Filtration Chamber 181 NOTES 13. THE TRANSPORT PIPE SHALL HAVE A CONTINUOUS SLOPE TO EL{,J I CE1m I1 14.08 a 13 83 DISTRIBUTION BOX specific description of the alteration. ® ISINFECTON Clarification Chamber 90 1. OWTS SHALL BE TESTED FOR WATER TIGHTNESS PRIOR TO ALLOW THE PIPE TO DRAIN IN BETWEEN PUMP CYCLES. CYLINDER(OPTIONAL) Disinfection Chamber 6 ARRIVING ON SITE USING A METHOD APPROVED BY THE 14. PROVIDE A RESIDUAL HEAD OF 5' AT THE END OF EACH TREATMENT TANK DISTRIBUTION BOX + Total Volume toss MANUFACTURER. LATERAL CONTRACTOR SHALL DO A SQUIRT TEST TO DOCUMENT DISTRIBUTION ' 4'INLET PI 'OUTLET PIPE A A 2. THE ENGINEERING OF RECORD, A SUFFOLK COUNTY THIS REQUIREMENT IS MET. BOX 4-B L a ! SPECIFICATIONS REPRESENTATIVE AND A FUJICLEAN REPRESENTATIVE SHALL 15. EVERY FIFTH ORIFICE TO BE INSTALLED IN THE 6 O`CLOCK SCALE: NTS Anaerobic Media PP/PE OBSERVE THE SEPTIC SYSTEM PRIOR TO BACKFILLING. POSITION TO ALLOW THE LATERAL TO DRAIN IN BETWEEN N Board Type Aerobic Media PVC I PP I PE 1�i x 1�I *I V DIA.. 4224 CFO'SECTION 3"=25' '--EFFLUENT Aerobic Media PP/PE 3. A FUJI CLEAN REPRESENTATIVE WILL BE PRESENT DURING CYCLES. PLACE AN ORIFICE SHIELD UNDER THE PIPE AT THE - LEACHING POOL DRAIN AGE DESIGN U � f AIR LIFT PUMP C,OEFFIGIENTS: ROOF:iJD IMPERVIOUS: IJD GRAVEL:0B $ INLET GAFF Blower 3.5 cfm SYSTEM START UP. LOCATION OF THE DRAIN HOLES TO PREVENT SCOURING. � r d' PP ® Tank FRP 4. THE OWTS INSTALLER SHALL HOLD APPROPRIATE I/A OWTS 16. A HOUSE TRAP SHALL NOT BE INSTALLED UPSTREAM OF THE DRAINAGE ROOF GARAGE RAVEL DR TERRACES POOL 4 DRAINAGE DRYWELL EFFECTIVE DRAINAGE .__rI N ' ® Piping PVC/PP/PE ENDORSEMENTS FROM SUFFOLK COUNTY DEPARTMENT OF HEALTH TREATMENT TANK. THE TREATMENT TANK SHALL VENT THROUGH @ SYSTEM AREA I AREA(91) AREA(s.Fa AREA(s.0 ERRACE(s.F. REQ'D(cf.) NUMBER DEPTH(Ft-) PROVIDED � d � Access Covers Plastic/Cast Iron AND SHALL BE AN AUTHORIZED INSTALLER. THE SEWER PIPE NO ADDITIONAL VENTING IS REWIRED. A 0 l56 1,910/1,516 0 0 583.0 A-1 14 5131 C.F. CV Disinfectant Optional Chlorine Tablets , RECIRCULATION PIP Law BAFFLE J 4'AIR INTAKE 5. THE OWTS INSTALLER SHALL REGISTER THE ONSITE TREATMENT 17. MAINTAIN A MINIMUM COVER OF 4.5 OVER THE PROPOSED WATER SUBTOTAL 591 r-S. FLOW OPENING(TYP. (CLEANING OPENING) B SYSTEM WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH. SUPPLY LINE. PLAN VIEW 6. THE SURVEYOR OF RECORD SHALL PROVIDE RECORD SURVEY AS 18. ALL COMMUNICATIONS & ELECTRIC LINES TO THE CONTROL B 2310 0 0 139 0 612.25 5-1 8 33-1 r-S. ;r' � REQUIRED BY SCDR PANEL AND TO THE OWTS SHALL BE INSTALLED IN PVC PIPES. 5-2 8 331 r-S. (� 7. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN DIRECT BURY SHALL NOT BE ALLOWED. coL ISINFECTION 4'ACCESS COVER u 1 CYLINDER(OPTIONAL) THE MAINTENANCE PROVIDER AND THE PROPERTY OWNER SHALL 19. THE ORENCO EQUIPMENT SHALL BE INSTALLED ACCORDING TO ! 20"ACCESS COVE 28'ACCEIiS COVE 24'ACCESS COVE _ � I (TYP1 BE PROVIDED TO SCDH. THE SERVICE CONTRACT SHALL BE FOR THE INSTALLATION INSTRUCTIONS PROVIDED BY ORENCO AT THE O t ad_ - --- SUBTOTAL 2362 cS. q LOW OPENING A MINIMUM OF 3-YEARS AND SHALL COVER INSPECTION AND TIME OF DELIVERY. NON-CONFORMANCE WITH THE INSTRUCTIONS C 258 0 0 460 1886 651.0 G_1 8 33-1 r-S. Q J MAINTENANCE OF THE DOSING PUMP AND DRAINFIELD. WILL VOID THE ORENCO WARRANTIES. C 2 8 33-1 r-S. Q t -�- ' CCARD TYPE ONTACT MEDIA 8. A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF 20. SPLICING IS NOT ALLOWED BETWEEN THE PUMP BASIN SPLICE SUBTOTAL 843 c.F. ,� THE OWTS. BOX AND THE ORENCO CONTROL PANEL. TOTAL 2,568 fir' 1,91l 16 599 1886 1,8411 TOTAL 4,386 cS. (9 9. CONTRACTOR SHALL CONFIRM INVERT ELEVATION PRIOR TO 21. SPLICES MUST BE PERFORMED WM THE WATERPROOF WIRE - ICC�E;$T GRo�UJAT�R 1/ L 0.5 __-__-__-__-__-__-__-__,� __-__-__-__-__-__- Z CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF NUTS OR THE WATERTIGHT CLICKTIGHT CONNECTION SUPPLIED NOTES: rt� (0 ® RECORD OF ANY DISCREPANCIES. BY ORENCO. USE OF OTHER WIRE NUTS WILL VOID THE ORENCO 1. ALL DRAINAGE STRUCTURES SHALL BE PRECAST WITH PRECAST OPENINGS FOR DRAINAGE PIPE(S), AND SHALL CONFORM TO NASSAU lJ = ECIRCULATION 10. PROVIDE DEDICATED BREAKERS IN THE MAIN DWELLING WARRANTIES FOR THE PUMP AND FLOAT SWITCHES. (/� I /)� }��/ [/�� `�F/[/��. 'iX}I COUNTY AND/OR VILLAGE STANDARDS. < V I ® AIF LIFT PUMP - 7 A I\I I T_! I\� 7 I - 7 T I I " © 5..�. ELECTRICAL PANEL FOR THE OWTS AND PUMP BASIN. 22. DISCHARGE PUMP FLOAT SWITCH DIAGRAM DRAWN FOR �!777���000 \\\ l� �./ !.! 2. ALL STORM DRAINAGE PIPING TO BE 6 HIGH DENSITY POLYETHYLENE PIPE (HOPE) ® 1.09� MINIMUM SLOPE AND 5% MAXIMUM SLOPE � � 0 11. ALL 20" RISER PAN, SAFETY GRATE, AND COVERS SHALL BE ILLUSTRATION PURPOSES ONLY. WIR[NG SHALL BE PERFORMED IN I UNLESS OTHERWISE NOTED. ALL ROOF DRAIN PIPING TO BE 6"0 CORRUGATED POLYETHYLENE PIPE (CPP) 0 1.0% MINIMUM SLOPE. 4'-,' ® 4'-V TUF-TITE RISER 20-RISP-GREEN, COVER 20-RISL FLAT, AND ACCORDANCE WITH THE WIRING DIAGRAM SUPPLIED AT DELIVERY. 3. 12" ADS BASIN - GRATE/COVER FOR ALL DRAIN BASINS SHALL BE le ADS NYLOPLAST DUCTILE IRON GRATE WITH CAST IRON FRAME, O O ORENCO 20" RG20 SAFETY GRATE. AND LOCKING DEVICE (OR APPROVED EQUAL) CAPABLE OF H-20 LOADING. ROBICMEDIA 12. ALL 24" RISERS, SAFETY PANS, AND COVERS SHALL BE 4. CONCRETE STORM DRAINAGE UNITS TO BE PROVIDED BY LONG ISLAND PRECAST (631) 286 - 0240, OR APPROVED EQUAL ' 0 TUF-T[TE RISER 24-RISP-GREEN,COVER 24-RISL FLAT, AND 24" 5. ALL INLETS AND GRATES SUBJECT TO VEHICULAR LOADS ARE TO MEET H-20 LOAD RATING REQUIREMENTS. RATION ASSEMBLY ORENCO RG24 SAFETY GRATE. " }7 E FINISH GRADE z" 1/2" PRESSURE TREATED REFER TO PLAN FOR it CONCRETE : CUT POST AT AN ANGLE OPEN OR SOLID COVER SECTION A-A VIEW SECTION B-B VIEW I BRICK uP OVER BELOW I' MIN MOUNTING BOARDS ��TO ALLOW WATER TO FRAME AND GRATE BRICKED TO 1 AS REQ'D GRADE 2• MAX RARE BY CONTRACj,OR IN REINFORCED CONCRETE TIGHT DA. PIPE MI"' I FUJI CLEAN NEMA 4X E OVER( SLAB - T FFIC TIGHT JOINTS RUN OFF FIELD ALLOW FORIAaJUSTMENT) C.I. FRAME & GRATEQPTHCK%ES ATED E.W. MIN. SLOPE 1/8" Fr. CONTROL PANEL RIM EL 6 OUT ORENCO NEMA 4X Project Title: y_ I 'g" CONCRETE TOP TOP OF RING ELEV. 2. M� SEE PLAN FOR FRAME AND COVER TYPE .l MINIMUM I/A OWTS - I BEDROOI"I � b ,N 3 MIN. � X ELEC SERVICE HOPE INLET PIPE BROADWATERS 110 G Jl L L O1� PE IR } 1 /l f RE a I RE I"1 ° FOR DI TRIBUTION POOL SG/ f� 1 V I 1� L.//�c I CAPACITY hCU I\ 1/ TO AIR PUMP CONTROL PANEL (FOR SIZE AND INVERT -^-� � TOP ELEV. SEE PLAN) MIN. MIN. 0 ° ELEC SERVICE INV E -- I 4• I STORM DRAING. ROAD MIN. MIN. AIR PRESSURE __ i 1 - - - -- J C 1�� - 900 GALLON CAPACITY f N ALARM TUBE TO PUMP BASIN GEOTEXTILE[BR4\ ��® USE 1=L� I E C LL P I. a CONTROL WIRING TO 4 L ®®®®® - ----i Drawing Title: MII z TREATMENT TANK DRAINAGE & 11--� JZ o[�EDl�l�L__1M0 PRESSURE TREATED ®®®ra®® - - -- I I Q_ �00000�l000� LEACHING SYSTEI„f DESIGN 0000®0000 F - �<z ool�l�00000 4X4 POSTS ®®®®® _ 15EDROOM5 x 50 COAL./ 5EDR001"I/ DAY = 1050 COAL/ DAY DESIGN �J� SANITARY a•�. II o 00000 000 � I WEATHER RESISTANT � _ �'' SS0 5Q.FT. LEACHING POOL SIDEWALL REQUIRED I'. 1 GROUND WATER �4" � � PEAT -0• WIN. ENCLOSURE SUPPLIED QUICK DISCONNECT TYP lam®®® - - -- I � �� SITE PLAN /� Q / \' 10'm--+- GROUND BY MANUFACTURER I 4 W USE 1) 10 I(� X I S I DEEP LEACHING POOL, �o SQ.1=T. PRO Y 1 D D ".. BACKFILL UNDER AND AROUND DR':LtI R /� oo MIDWEST POfi5P - a LESS THEN 1% FINE SANDWITH GRANULAR MATERIAL, SILTNG CLA�. 6' PENETRATION MATTERIALO ACCEPTABLE MAC 8OR AIR ®��®® `I BOTTOM OF I t - (SILT & CLAY FRACTION NOT TO SEE SOIL BORING FOR DEPTH TO Project N: Scale: I EXCEED 5%) I ACCEPTABLE LEACHING WATERIAL I BLOWER AS NOTED ON PLAN 1 1200 GAL/ DAY / 2 COAL/ DAY = &00 sq.f t. OF 51DE WALL 5URFACE REQ D a. • %+, , �� �` PNEUMATIC HOSE MIN. PENETRATION "I--MINIMUM TO GROUND WATER 100D-104-10-5 As Noted d' THAN EFFPTTIVE AY / " ,x. TO DOSING PUMP 4" THICK PRECAST ELEC SUPPLY LEACHINGINTOACCEPTABLEMATER AL Date: sheet p: N E3ACKFILL UNDER AND AROUND DRYWELL October 11, 2023 x of x U51NC /� //OO f ,{ cy V p V.F. -- --- - ' CONTROL LINES TO CONCRETE PAD FROM DWELLING wvITH GRANULAR MATERIAL CONTAINING 1 10 LEACHING POOLS = �J00 J�.T t. / 31.�F rJvi.ft./ X.1-. = IS] Y R Q D ( \ LESS THAN 15X FINE SAND, SILT & I I LEACHING POOL TREATMENT TANK -/ (CLAY. (SILT & CLAY FRACTION NOT TO sheet: USE (2) 10'0 x 10' DEEP LEACHING POOL KEPT f c CI�E�fN®l�T CONTROL PANEL � VIRGIN STRATA &J(CEED 5%) - IU DEPTH SCALE : I1/2" = 1'-(0° NOT TO SCALE DRYWELL S P 1 O 2 . ® ® 20ft EFFECTIVE DEP NTS C-1 I C-1 SCALE: NITS RAILING NOTE: HANDRAILS t GUARDS TO BE MINIMUM36" ABOVE NOSING OF TREADS INTERMEDIATE RAILS SHALL RESTRICT NOTE: PASSAGE OF 4"SPHERE(AS PER 2020 INTERMEDIATE RAILINGS NYSRC SECTION: R-311.1.8 SHALL RESTRICT PA55AGE OF A 4" SPHERE 4 -----------� TRIANGULAR OPENING FORMED BY RISER TREAD L----------- STAIR TREAD AND RISERS TO 4m'-Ifd2' CONFORM TO 2020 NYSR R311.15 •� BOT. RAIL OF GUARD TO RESIST PA55AGE OF i-----------� 25'-52' ' b" SPHERE i-----------J i -62' 3'-2' 3'-2' 4'-(02' --------- I 6x6 TREATED _________.J POST TO PIER a NOTE: ❑O FOUNDATION Fo� °.• PROVIDE "SIMP50N" CONNECTIONS OR APPR'VD EQUAL I 4 AT ALL FRAMING CONNECTIONS. FOR DETAILS, SPEC i ° - Q o SIZES AND NAILING REFER TO DATA SHEET 1 WET BAR I ° ------------- ------------------- 14'-6i N AS FIREPLACE INSERT yj I NOTE: I ° - PROVIDE TEMPENTAKE W It AIR IGLASSS 00 S oC a " P, rA GFCI RECEPTACLES SMALL. BE PROVIDED THROUGHOUT I - PROVIDE M2"C CENTRIC FLUE DU 1,f- - PROVIDE�"C NBUSTION AIR DUG a 11. Q ILL DWELLING UNIT AS SPECIFIED IN NYSRC E3902. i DECK ABOVE e V w .E� w to cd ►- 2'-6' —�N O z o as rz a #j) 0 NOTE: 1 _ PRIMARY E - - I .a CABANA � WOOD DECK 'n O �� � BEDROOM N INTERIOR FANS AT ALL BATHS, PROVIDE EXHAUST FAN VENT i 001 +� 108 o � W/ RIGID DUCT TO EXTERIOR IF NOT SPECIFIED USE 100 CFI 1 AREA: 232 5F. ca \\\ I e VENTT 4%: -328 RE 'D O O c) I KING OBED z° .- c\t co NOTE: DRAIN TO ALL NEW INTERIOR 4 EXTERIOR WALLS TO BE 2x6 CONST. 1 ° \1�v, GRAVELUNLE55 NOTED OTHERWISE•. PROVIDE FIN15H LAYER OF MIN-Y" BELOW 0 GYPSUM WALL BOARD AND INSTALL LATERAL BLOCKING I .° m PER 2020 NYSRC 5ECTION5 Rb02 9 R302.11 I -0i �1 -11 62i - ° Q .° 0 0 N u w .• ° . . . ----------__ 4 NOTE' ------------ + ( ? o 0,, r GUARDS TO BE MINIMUM 3E2" TALL AND COMPLY WITH 2O20 J a II • + / N NYSRC R-312.1. HANDRAILS SHALL BE 34-38 ABOVE NOSING 9s,, O OF TREADS AND COMPLY WITH 2O20 NYSRC R-311.83 BATHROOM Ron Q n mm2 pro ° OSD -�-1 NOTE: •° °' EXHAUST 8 cFM SOUND INSULATE ALL BATHROOM AND POWDER ROOM WALLSLOUNGE ENT W/RIGID DUCT TO a '• OS °'.,.. EXTERIOR TEMP GLASS I � AND CEILINGS. 003 109 = o - i- � .a-) u- l 0 LIVING ROOM 1 '� -+- O :n .9 Q z 101 -, SHOWER +, NOTE:ALL HABITABLE ROOMS TO COMPLY WITH R303 SEE LIGHT AND VENT CALC5 FOR THE ROOMS •'. ® SD O 0 > NOTE: A/C ® --_-- 30"xg6" N G ALL NEW INTERIOR AND EXTERIOR STAIRWAY STAIRWAY ILLUMINATION TO HAVE CEILING AND/OR WALL O ct MOUNTED FIXTURES W/ 3-WAY SWITCHES AT TOP AND BOTTOM • 0 OCO d • BATI-IROOM Q OF STAIRS n0 Q) AS PER 2020 NYSRC SECTION R-303.1, R-303B ❑ ❑ _ 3'-0' -,�� ----- -- I- -- ---PROVIDE 100 100 CFM r CL S , •• 3 i / I I / I i EXHAUST FAN VENT W O U I X I ® I x i • O i W/RIG I0 pUGT TO I 1�19 I ,D/W� IETERIOR NOTE: ----- -- -�---�- - - - -- ------ 4'-C' _ LO QSHOWER DOOR TO BE TEMPERED GLASS, VERIFY W/ ' ! -r,,� MANUFACT. COMPLIANCE LV 2020 NYSRC SECTION R308 -WINDOW WELL To O J COMPLY WITH 2020 j I TEMP GLASS • • II NYSRC R310.2.3 A/C . I e 4 seal: si -PROVIDE GRAVEL COUNTERTOP RECEPTACLE NOTE: `. BASE TO ALLOW IN KITCHEN PANTRIES, BREAKFAST ROOMS, DINING ROOMS ;;. FOR DRAINAGE To 6' 0i_0i POWDER e �REo'4RC ' ROOM EXISTING FOOTINGS DIKING ,,, AND SIMILAR AREAS, RECEPTACLE OUTLETS FOR � _ KITCHEN TALE COUNTERTOP SPACES SHALL BE INSTALLED IN ACCORDANCE R �I� 106 -1 i SHOWER '0 -0' _' u EGRES o p ,... . - 0 - - v W/ NYSRC E3901.4.1 THRU E3901.45 MIN '3 SQ.FT. O '- -' r-� I--------------------------------------- ------ -------- . �� r------ I_ I PROVIDE 50 CFM R d BUILT-IN LADDER - d �z I II EGRESS WINDOW ------ • 21" SILL (44" MAX) N 0 ' I j EXHAUST FAN VENT - EXT. OPENING WINDOW HDR SCHEDULE ° L---- —1� I -� Q y-U -_ W/RIGID DUCT TO In �- OPENING AREA ' O�O W di I i 1 0 EXTERIOR , I It is a c� f tlp4wr�r ,unless acting Ih i 0-1 U 0 I I. ---_-- o�� crl I under th o itect,to alter CLEAR SPAN HEADER SIZE GREATER THAN ° 0 z U U al _ I 1 `f �+ I an item Ina a Falb f g the seal of an 5.7 SQ.FT. I—w 1- r ___ _O '+! I architect is alte architect shall affix to UP TO 4'-0' 3 V x 9 "L.V.L ct)Qr(K e)�j , I I I--- - I his item the seal and the notation"altered by"followed UP TO b'-0' 3 5"X 11-Y5"L.YL OR 5 y"X 549 L•Y1 , Q Ll Z F ( I by his signature and the date of such alteration,and a UP TO 8'-0' S Y"x II-Ye"L.Y1 BILLIARDS _---__ , 3�. , w @ I MUD p ^� specific description of the alteration. 006 -, UNEXCAVATED X Z N in I OOM NOTE:USE THIS TABLE IF FAR NOT NOTED PROVIDE 80 CFM +c4 : STOOP ABOVE w L I X 0 0 i II EXHAUST FAN VENT _ i x r ' " I >W cv rll I I 112 II , ------ W/RIGID DUCT TO ❑ - 1- II 0 --- ---------- I + fEXTERIOR — ------ REF FZR I N LINTEL SCHEDULE: (EXCEPT WHERE NOTED) -------1 "' • HOWE o000 ------ 1 CLEAR PA STEEL ANGLE SIZE STORAGE __ • ATH O +� I OPE TO U [Q 11 Lo UP TO 4'-0" 3 "x 3 "x�° I ABOVE o, Z3 � m II U � II ( d OO ,� O ------ I mm1 SHOWE I a U F--d N Up O -0 4-0"x 3-V x i UP TO W-0" 5-0"x 3 "x 0 -- II � -62 I UP o -0 3 8 - `� '-01 PANTRY 32"x96 ii II w coN I 4-IF x 3-kt x /a • -- TEMP GLASS 0 I(d5 I 1 NOTE:USE THIS TABLE IF NDR NOT NOTED - ° ': � I JI "+ CO m -32 z LA . . I FLOOR N '„ BATHROOM RECEPTACLE NOTE: cc �� i I NOTE: LAUNDRY DRAIN LJ STAIR TREAD AND RISERS TO ,..-, CONFORM TO 2020 NYSRC R311.15 -� 113 DIRECT VENT DRYER 2 BATHROOM RECEPTABLE OUTLET TO BE LOCATED AS PER +v°° -1 w 6 I 0 TO EXTERIOR W/ © O OSD BATHROOM i I RAILING NOTE: 4" RIGID DUCT w U ti HANDRAILS 1 GUARDS TO BE MINIMUM36" NYSRC E39mib im4 or o i ABOVE NOSING OF TREADS Q J ` OC� e:. • • U - O>� I INTERMEDIATE RAILS SHALL RESTRICT 38 X84 ' 3O„XSc4° g� k PASSAGE OF 4"SPHERE CAS PER 2020 o WASHER DRYER Q NOTE: ��+ CLOSET tiD i NYSRC SECTION: R-311.1.8 2 NOTE: MIN 9 SQ.FT. OSD STAIR TREAD AND RISERS TO BUILT-IN LADDER CONFORM TO2020NYSRCR31CT5 L--------------------- ---------- �', C�J INSULATE ALL PLUMBING SUPPLY LINES 3i4HR. SELF CLOSING ( o EGRESS WINDOW RAILING NOTE: " 21" SILL (44" MAX) �' FIRE DOOR �4.9 r1 + �` QSD 1=NT� OSD U EGRESS HANDRAILS 4 GUARDS TO BE MINIMUM36" 6,, ; , ti 6" r ABOVE NOSING OF TREADS + WELL OPENING AREA INTERMEDIATE RAILS SHALL RESTRICT `u +�� IQl PROVIDE ELECTRICAL OUTLETS THROUGHOUT RESIDENCE AS GREATER THAN 5.7 SQ.FT PASSAGE OF 4"SPHERE CAS PER 2020 \\ a N oj`ti `` i / �ry a NYSRC SECTION: R-3111AI PER NYSRC. -- `�' Q d e 1� ELECTRICAL CONTRACTOR 15 RESPONSIBLE FOR COMPLYING GUEST SUITE •:E ..:. PROVIDE /,3 TYPE I W/ ALL STATE RECEPTACLES IF REQUIRED 005 "X" GYP. BOARD __ , - 158 SQ.FT. ` ,.,° '� WALLS dCEILING -- I GUEST SUIT � -m2'� ��� �' 02' PARLOR � Z BY STATE AND LOCAL CODES, ELECTRICAL CONTRACTOR TO , VERIFY LOCATIONS IN FIELD W/ ARCHITECT PRIOR TO QUEEN MECHANICAL ° i I L16�HT'S0114 92. 102 ROUGH-IN, BED Roe Z I • VENT 4%: W56 12EQ'D w o ; l BED ® PORCH UNEXCAVATED U �r •°: STOOP ABOVE U Q W I I p: —� 100 r Pro.ca Title: NOTE: 2 _OIL �N BROADWATERS SMOKE AND CO ALARMS 'C0 BE HARD- WIRED AND ' Q Q LL r r 4. INTERCONNECTED, AS PER 2020 NYSRC R313 4 R314. . . , 4'-m' - 4'-,' - 14'_mi ROAD •. '. ° b OO DravAM Title: NOTE: �'-52'1 '71-5112 F901 �'-52ii - 'i'-5 i INSULATE ALL WALLS AND CEILINGS At GARAGE. 4' ' 4' ' CELLAR & FIRST 43'-11' FLOOR PLANS NOTE, ALL NEW WINDOWS AND GLASS DOORS TO 4 AVE A MIN. WEIGHTED U-FACTOR OF 030 4 5HGC OF 031 Project r9: Scale: C L I x fR �L A I F r �y 7 F L O O� �L A` I 1000-104-10-5 As Noted NOTE: I} /\F 'I��II I (O�J Il��l September 28, 2023 X of x WHERE THE WINDOW SILL OF AN OPERABLE WINDOW 15 SCALE : 1�4" = 1'-,a" Date: 5heetN: SCALE : 1�4" = 1'-mil P Sheet: LOCATED LE55 THAN 24 INCHES ABOVE THE FINISHED FLOOR 2 0 1 2 4• 2 m 1 2 4 AND GREATER THAN 12 INCHES ABOVE THE FINISHED GRADE - 101 . 00 OR SURFACE BELOW, A GUARD RAIL MUST BE PROVIDED AS PER 2020 NYSRC R3122 NOTE: INTERMEDIATE RAILINGS SHALL RESTRICT PASSAGE OF A 4" SPHERE 4 TRIANGULAR OPENING FORMED BY RI5ER TREAD 4 BIOT. RAIL OF GUARD TO RE515T PASSAGE OF 6 SPHERE P ERE , - - - - - - - - - - - - - - - — — — — — — NOTE: PROVIDE "SIMPSON" CONNECTIONS OR APPR'VD EQUAL w Q _ AT ALL FRAMING CONNECTIONS. FOR DETAILS, SPEC o ~ SIZES AND NAILING REFER TO DATA SHEET I I I I ,o ,o N �, U IL. ILI NOTE: I ROOF BELOW ROOF BELOW Iv GFCI RECEPTACLES SHALL BE PROVIDED THROUGHOUT a 0 � D ILI N as o � DWELLING UNIT AS SPECIFIED IN NYSRC E3902. I i I I r 3cd � � o co NOTE: INTERIOR FANS AT ALL BATHS, PROVIDE EXHAUST FAN VENT I I I I co � CO W/ RIGID DUCT TO EXTERIOR IF NOT SPECIFIED U5E 100 CFM I I co o CD I I � o 0 0 Z � � c� NOTE: I I I ALL NEW INTERIOR 4 EXTERIOR WALLS TO BE 2x6 CONST. UNLE55 NOTED OTHERWISE. PROVIDE FIN15H LAYER OF MIN.y° 25'-52 S' S' GYPSUM WALL BOARD AND INSTALL LATERAL BLOCKING PER 2020 NY5RC SECTIONS R6'02 a R302.11 LIGHT FWD:20b 6F VENT PRVD: 13,0 5F O GUARD RAILS TO BE CAPABLE OF EGRESS - WITHSTANDING A CONCENTRATED NOTE: LOAD OF 200 PSF PER TABLE R3015 —i GUARDS TO BE MINIMUM 36" TALL AND COMPLY U11TH 2O20 �° N NY5RC R-312.1. HANDRAILS SHALL BE 34-38" ABOVE NOSING .. O OF TREADS AND COMPLY WITH 2O20 NYSRC R-31183 BEDROOM (� qE 201 �n AREA: 115 8F. Q LIGHT 6%: 14D REQ'D VENT 4%: TID REQID . . NOTE: _ SOUND INSULATE ALL BATHROOM AND POWDER ROOM WALLS ^� AND CEILINGS. ROOF TERRACE N N I I O 20m ROOF DECK BELOW. U 0 O w KING -uv NOTE: BED `; + ALL HABITABLE ROOMS TO COMPLY WITH R303 I I V) co SEE LIGHT AND VENT CALC5 FOR THE ROOMS I I -� 4'-6' OSD cZ NOTE: I I Q) o ALL NEW INTERIOR AND EXTERIOR STAIRWAY 14'-n STAIRWAY ILLUMINATION TO HAVE CEILING AND/OR WALL MOUNTED FIXTURES W/ 3-WAY SWITCHES AT TOP AND BOTTOM 2' M S'_52' 3'-m BATH oM © I I o OF STAIRS O � 2m2 - - - - - - - � � AS PER 2020 NYSRC SECTION 1R-3031, R-3038 r EGREss — I I I O U TEMP CLASS I I c) U U NOTE: 2'-m' WALK-IN -m' SHOWER DOOR TO BE TEMPERED GLASS, VERIFY W/ I 2 _52 4 4 _� _ 12 +v° �m°��T MANUFACT. COMPLIANCE W/ 2020 NYSRC SECTION R305 I Q ® � t s+� wER PROVIDE eO I lt Sign 4 Seal: COUNTERTOP RECEPTACLE NOTE: I ED oo —,ii EXHAUST FAN VENT 2m'1 W/RIGID DUCTITO I I �RE�ARC IN KITCHEN PANTRIES, BREAKFAST ROOMS, DINING ROOMS I AREA: 156 OF d O N EXTERIOR LIGHT 8%: 1248 GbG,��QPE R. AND 51MILAR AREAS, RECEPTACLE OUTLETS FOR i VENT 4%: 624 QD COUNTERTOP SPACES SHALL BE INSTALLED IN ACCORDANCEOil W/ NYSRC E3901A.1 THRU E3901.45 I KING OCo 0 �- — J ^� I BED STAIR TREAD AND RISERS TO O I N I I I (� CONFORM TO 2m2m NYSRC R311.'1.5 OF EXT. OPENING 4 WINDOW HDR SCHEDULE N I �? RAILING NOTE: �— I `t I I ( I It Is a f tl(�bcrc�r ,unless acting CLEAR SPAN NEApER SIZE + HANDRAILS 4 GUARDS TO BE MINIMUM3ro" I N r under th Itect,to alter an Item in a , the seal of an INTERMEDIATE RAILS SHALL RESTRICT architect Is al ��,,,�� g architect shall affix to OSD R'' ABOVE NOSING OF TREADS I I his Item the seal and hnotation'a9tered b�l'followed UP TO 4'-0" 3-)?x 9)4"L.VL _1 PASSAGE OF 4"SPHERE CAS PER 2m2m -- UP TO b'-0" 3)`"x II-Yg"L.v1 OR 5 y4'1K 9 "L.VL I Q NYSRC SECTION: R-311.18 I I I by his signature and the date of such alteration,and a UP TO 8'-0' 5-Ya"x it-Ya"L.VL --� — NOTE:USE THIS TABLE IF NDR NOT NOTED I �� HOWE �� q specific description of the alteration. ATTIC IY Q SCUTTLE 3 LINTEL SCHEDULE: (EXCEPT' WHERE NOTED) I =i WALK-IN i 4�IRV I I I I . _ CLOSET U CLEAR P STEEL ANCsLE SIZE L 2'-11' 3 _62, Up io4-0" " n 5 .I 1_m11 r 3-X� x3� x �y � 1 UP To 1-0" 4-0"x 3 V x O 8-0 5.0"x 3 "x ro Q CLOSET TUB O ATH 00 EDA r N O o-m 4-0"x 3-V x Ya m 2m(0 v) NOTE:USE THIS TABLE IF HDR NOT NOTED cv I (fl -5� r------ -m2' TEM CLAS O BATHROOM RECEPTACLE NOTE:: w�K=1 PRovl E am cFM � , � _I�WALK-IN CLOSET BATHROOM RECEPTABLE OUTLET TO BE LOCATED AS PER EXHAUs F VENT CLOSET I w 0 NYSRC E3901.6 w/RIGI EXTERIOR -' I i >x +� 0 . +8� GUARD RAILS TO BE CAPABLE OF ED NOTE: ` / LOAD OOFFD2mm PSF PER TABLE R3m1.5 ' INSULATE ALL PLUMBING SUPPLY LINES I Z OO SD OSD EXXHHAUSTT FANOvIDE VENT ENT ------ _ 2 -C �,, OSD W/RIGID DUCT TO PROVIDE ELECTRICAL OUTLETS THROUGH-OUT RESIDENCE A5 EXTERIOR PER NYSRC. `� -- I C] cv ELECTRICAL CONTRACTOR 15 RESPONSIBLE FOR COMPLYING - — — — — — — — — — — — — W/ ALL STATE RECEPTACLES IF REQUIRED BEDROOM ` O �i BEDROOM BY STATE AND LOCAL CODES, ELECTRICAL CONTRACTOR TO 2m5 ' S '� —�'-4'; ' .4'-4' 2'-a2' ; 2m4 I I z AREA: 154 8F. _� I , AREA: 154 OF. € VERIFY LOCATIONS IN FIELD WI ARCHITECT PRIOR TO LIGHT 4%: 6.16 REQV M ;' VENT 4%: 6.16 REQD I VENT 4%: 1232 REOT) IC ' ` VENT 4%: 1232 IfREQP li ROUGH-IN. QUEEN QUEEN ROOF DECK BED r ROOF T C BED I BELOW I . . I I 4'-m' I Project Title: NOTE: 4 ; ; ; ; I I BROADWATERS SMOKE AND CO ALARMS TO BE HARD- WIRED AND EGRESS SCUPPER TO I EGREas I ROOF BELOW I ROAD INTERCONNECTED, AS PER 2020 NY5RC R313 4 R314. - _ ROOF BELOW _ — EXTENT OF FIRST FLOOR — — �XTENT OF FIRST FLOOR F 11 1411 1 . 1 IF 10 1111 1 _j CURVED ROOF FRONT PORCH Dra%nng Title: [.4- NOTE. '1'-52' �'-52' "I'-52't— 2' INSULATE ALL WALLS AND CEILINGS AT GARAGE. SECOND FLOOR BC ROOF PLANS - NOTE: ALL NEW WINDOWS AND GLASS DOORS TO HAVE A MIN. WEIGHTED U-FACTOR OF 030 4: SHGC OF 031 Project M: Scale: 1000-104-10-5 As Noted e CONS L 00 �L AN 00� fL AN Date: 5heet N: NOTE: 1 it it I „ 11 September 28, 2023 X of x WHERE THE WINDOW SILL OF AN OPERABLE WINDOW IS SCALE : �4 1 -m SCALE : �4 = 1 -0 Sheet: LOCATED LE65 THAN 24 INCHES ABOVE THE FINISHED FLOOR 2 0 1 2 4 2 0 1 2 4 /� 1 AND GREATER THAN 12 INCHES ABOVE THE FINISHED GRADE PROVIDE CONTINUOUS PROVIDE COPPER PROVIDE CONTINUOUS A— 1 O 2 OR SURFACE BELOW, A GUARD RAIL MUST BE PROVIDED AS VENTING e ALL FLASHING AT ALL VALLEI'S ICE d WATER SHIELDS PER 2020 NYSRC R3122 RIDGES 4 SOFFITS AND ROOF BREAKS AT ALL EAVES a� a� RIDCxE - - - - - - - - - - - a - - - - - - � 44.15' I � - - - - - - - - - - - - - - - v Q p b z ARCHITECTURAL ASPHALT _ 41 `� ROOF SHINGLE 12 46 S I N a o a 5.0. CEILING _ co CO CID 5" HALF ROUND GUTTER, WHITE _ _ I o N I JJL o00 z A ° .� � co K WINDOW TRIM I I ZE D R � %L 111 11 IJ H ANDERSEN 400 SERIES m - u \ WINDOWS WHITE i SIMULATED DIVIDED LIGHT N S _COND FLOOR --� �--- --- ---� �-- ' — — — — — — — — — — — — — — - EASTERN WHITE CEDAR, - i STRAIGHT EDGE 5" EXPOSURE AL TIE: LACED CORNERS a 10" SQUARE COMPOSITE COLUMNS r i � U o J1 co FI ST FLOP R _ It 11 u lul I I d u I ��� - - - - - - - - - - - - - 1-- - - CIO - i � zbB a ,. �. r x t . :. � a � r• r � \ � - ! r t � . � r �.. � EX15TING NATURAL GRADE � EL. 1316' I O 0 F SON T ELEVATION i i O C SCALE = 1/4" = 1'-0" Q Z 2 m 1 2 4A 1 CELLAR - - - - - - - - - - - - - - _ _ _ _ - - - - - - - - - - _ _ - - - - sPgnaseal: — — — — — — — — — — — — — - cy - - - - - - - - - - - - - - - - - - - - - - - - - T.O. - - - - _ _ T.D. RIDGsE it Is a N� f tl�jbaj68r �,unless acting under th itect,to alter an Item m a the seal of an architect is alte g architect shall affix to 12 12 his Item the seal and the notation"altered W followed 6 Q(o by his signature and the date of such alteration,and a specific description of the alteration. V - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — O. CEILING— OD r� N r- 1I I 1 I r*ni IS VWJ O r U Ll a LILLLI d � rZi� _ SECOND FLOOR v = - - - - - — — m28.00' Q N C C A D JL D 1J ll U E JIF Lill I Ili LIU LLLLL l ' Project Title: ILM JAL BROADVYATERS I Hill ROAD FIRST FLOOR ee Drawing Title: ( ry - i t I c i t, r t., p, ry ., f. 1• P �r�' 't r 1, k t F. ___ - - Wpm 11- /'�A �^T" �,'.. y.�. fir._.- ! PROPOSED ELEVATIONS r- 5I ELEVATION J I Project#: Scale: SCALE 1/4" = 1 I_ n I 1000-104-10-5 As Noted 2 0 1 2 4 I r—-I Date: 5heet k: I r_� September 28, 2023 X or X r Sheet: CELLAR — - - — ——————————————— J _� g �m0' A - 201 . 00 _ .. I I I r ,. ., ... ... _ r .,, p,. � .„ ... ,.. .- v. r - „ „ ,. e - + - F -� � + " o •. _ _ , � . � .. � u ce - ,.., , n ..- �. ., >. ., a. � o � �.,,.-_ �, � r.. - s .. w - r �: p . r. � • -.. �. p. r. u r ,. w, " �. o- ..., �, .. « � a 9, m e r � 11 P I T.O. RIDGE — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — tv Q JI U z ,.o 0 00 ° -G -d c� CD ,~ 12 a Q a a� ai 6 �ins� a o R. rn C—h rn G — I-, o a X � B.O. CEILINCs — - - — — - - — - - - - - - - - - - - - - - — - - - - - - - - CID CQ — co CC) CM / \ M CO) P 0 / \ CHo 0 0 \ / \ 11 kb / COND FLOOR - -- — ---- g28.00' I — - - - - - - - - - - - - Q) -- - — — O �O -1 ST FLOOR _ _ O O O OF-i •.-a O �1 f r—I — a � GALE ��411 = 1'-0I,,III CELLAR — — — — — — — — — — — — — — — — — 2 1 2 —�t — 5ign 4 Seal: — — — — — — — — p 1 00 — — — — — — — — — — — — — — — — — — — — — — — 1101111111 �0RED ARC, , It Ma f tIQ4®��r ,unless acting under th itect,to alter an item in a a FIN g the seal of an architect Is alte g architect shall affix to T•O_RIDGE� — _ — — — — — — — — — his item the seal and the notation"altered by'followed� 4415' by his signature and the date of such alteration,and a specific description of the alteration. 12 12 to .....IOD N - W ^ - —_ 31 N Q IS Ly Z � U = - 1 11E S 28 ND FLOOR Q C\I d —IL I n B C — I ; Project Title: BROADW T- , LJ A ERS ROAD --• - Drawing Title: FI ST FLOOR - — — — — — — — — — — - - PROPOSED ELEVATIONS t 1 - - >, F " , _ - - - - - - Project N: Scale: -' - 1000-104-10-5 As Noted 131F�) E ELEVATION Date: Sheet k: September 28, 2023 X of X SCALE 1/4" = 1'_0II 5heet: 2 m 1 2 4 A- 202 . 00 - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CELLAR — - - - - - - - - - - — -S a� a� -ASPHALT ROOF SHINGLES TYPICAL ROOF CONSTRUCTION: -ARCHITECTURAL ASPHALT ROOF SHINGLES -301b. BUILDER FELT -GRACE SNOW AND ICE SHIELD FROM a in -PROVIDE RIDC--E VENTS -ALUMINUM FLASHING AT A_L ROOF EAVES t0 POINT MIN. 36" PAST THE WARM SIDE OF WALL LINES Q 0 VALLEYS,OPENINGS AND ROOF -3/4" CDX PLYWOOD SHEATHING �� ov ' PENETRATIONS i -GRACE SNOW AND ICE SHIELD FROM 12 2"xl0" R.R. 6 16" O.C. 12 -R-38 INSULATION z .a EAVES TO POINT MIN. 36" PAST THE WARM 6� OG k/8 i �t♦O O O SIDE OF WA—L LINES \� -301b. BUILDER FELT �' -3/4" CDX PLYWOOD 51-EATHING \�` �� ATTIC /6%, o " o p FRESH AIR BAFFLE � co -2 x10 ROOF RAFTERS n 16 O.C. a Z ti C -R-3a INSULATION Q ROOF � � A a /SF Np�fi`SS :~ w ti RIGID INSULATION BOARD in a o B.D. CEILINCx _ _ VxIO" C.J. 19 16" O.C_ ; 2"xl2" C.J. 6 12" O.C. 2"xI0" G.J. 16" O.C. M - - - - - HALF ROUND GUTTER c A • - - - 36 00' - - - - - - - - 5 n HA � a a - - - 2x10 G.J. UNLESS _ OTHERWISE NOTED Cl) co co m cQoCQ SIMPSON STRONG TIE H2A o 0 0 BEDROOM 0 HURRICANE TIE 6 iro" O.G. 17-20-1-1 ROOF RAFTER to DOUBLE PLATE - z° -I FIC0 2"x8" R.R. ix8 FASCIA BOARD BUILT UP ROOFING ID1:12 PITCH SEALANT, VENTED SOFFIT B g 16" D.C. APPLY SELF ADHESIVE ADHESIVE OR J I'-0" GROWN MOULDI BOARD RUBBER ROOFING GASKET ~` SECOND FLOOR _ CEDAR SHINGLE SIDING - - - - - - - - 6 28.00' kk lhia" F.J. Q 16" O.C. 11'i8" F.J. a 16" O. .. R-38 INSULATION 6 R-3a INSULATION TYPICAL WALL CONSTRUCTION: CEILING UNDER ROOF CEILING UNDER ROOF Q) CEDAR SHINGLE SIDING .30 LB. BLDG.FELT EXT. CDX PLYWOOD SHEATHING . 2" x C6" STUDS m 16" O.C. ,0-1 FIR=BLOCKING AT MID POINT OF WALL HEIGHT Q EVERY STUD AIRSEAL INTERIOR SEAMS OF PLYWOOD W/ CAULK KITCHEN GREAT ROOM 0 MUOROOM OOF/ SOFFIT -I-� . R-21 BATT INSULATION 106 _ 112 s/s" GYPSUM BOARD FINISH ON WALLS "TYVEK" HOUSE WRAP - - - SCALE: 111 = 1'-0" O U O FIRST FLOOR - -� g 1100 1174" F.J. 6 16" O.C. 11-1/8" F.J. Ira" O.C. lhi " F.J. g 16" O.G. r N O C 0 - - - --- ------ -- - TYPIC<�L FOUNDATION WALL WSI Nall TON HOLD THREADED U 10"UJ CONC.FOUNDATION sa ii 0 CEDAR SHINGLE SIDING CIO W/ 'S BARS 24" O.G. VERT. 0 0 . CELLAR 0 THRU SECOND FLOOR O 05 BARS 9 24" O.C.HORIZ. INSIDE FACE a • a 24" DOWELS INTO FOOTING ELL R 5 3/ TYPICAL WALL CONSTRUCTION: 4-' 000 4 PLYWOOD SUBFLOOR WATERPROOF ALL FOUNDATION WALLS 2" x 6" STUDS 6 16" O.C. _ PROVIDE WEEP HOLES 4 FLASHING AS REQ. CELLAR SLAB m EL 0' R-21 INSULATION s-+ 4" POURED CONCRETE SLAB (3,500 PSI) PROVIDE HIGH DENSITY SPRAY O � R-15 BATT. INSULATION -- O W REINFORCED W/ 6x& 'm1(m W.W.M. I N SHEATHING SEAIMS OR AIR SEALING D O Q Z OVER fo MIL POLYETHLEENE VAPOR BARRIER --_ CELLAR — — OVER 12" COMPACTED GRAVEL BASE - - - . STRAP TIES - - - - - TYPICAL f OUNDATION FOOTING 1 I I I 3500 PSI POURED CONCRETE FOOTINGS I I I I }t'. 5ign 45eal: 12" DEEP x 2'-0"W W/ (3)4S REBAR CONT. AND t----------- L-----------' I1 05 REBAR CROSS TIES A 12" O.C. e BOTTOM SEALANT, E�A TYP. OF ALL UNLESS OTHERWISE NOTED I ��I A — A ADHESIVE OR �r ,��R�R RCy� NOTE: •5 BAR 9 24 O.G.DOWELED INTO WALL ABOVE I I �k GASKET 11 �5 QP 1/ _ I t} R-21 INSULATION SCALE . 4 1 -0 2 m 1 2 4 i k Z It is a N�q[ f tV4by6Sr ,unless acting IL under th 11 .,` itect,to alter = an Item Ina a reN g the seal of an N architect is alte g architect shall affix to i' his item the seal and the notation"altered by'followed by his signature and the date of such alteration,and a specific description of the alteration. UJAL.L/ SECOND FL00 N ♦ t 'Y^ _ V W SCALE: 111 = 1'-011 � OD W N v� ^p z u O Q J CEDAR SHINGLE SIDING Q . "tYVEK" HOUSE WRAP (� SIMPSON CORNER HOLD DOWN ) Aa" EXT. CDX PLYWOOD SHEATHING 1Z Ua W/ Spa" THREADED ROD . 2" x 6" STUDS 6' 16" O.C. r^ (0 TO FOUNDATION FIREBLOGKING AT MID POINT OF v = WALL HEIGHT Q EVERY STUD 'Q U SEALANT, ADHESIVE OR AIRSEAL INTERIOR SEAMS OF fY GASKET PLYWOOD W/ CAULK ^ N T.O. FF SEE PLAN Z R-21 BATT INSULATION d =I I I=I 3/4" PLYWOOD SUBFLOOR t STRAP TIES e N @ R-15 INSULATION °�I I RI ilea" F J. g 16" I ATE PR�OFING MEMBRANE O.C. (2) 2" x 6" PRESS. TREATED n 10li pTECTED W/ I" RIGID INSULATION PLATES OVER SILL SEAL INSUL., Z CONT. ALUM. TERMITE SHIELD € TREATED SILL PLATE 'pp e a . _ _ ( � I= I= 4 TAR PAPER Ila I I—I I—I I— I -I R-21 INSULATION �� a _ — I I—I I—III— I — 1► 5/e u " — I — I I- SEALANT, I! DIA. x 16 L. ANCHOR T.O. SLAB "SEE PLAN" — ADHESIVE OR BOLTS W/ 3"x3"x0229" Project Title: GASKET SQUARE PLATE WASHERS r I I=I 1= 6 23" O.C. (MIN) (2) PER SILL BROADWATERS x I.I a° _ � � o o — FILTER FABRIC RUN MIN. �" EMBED ROAD v — I MEMBRANE f I TYPICAL FOUNDATION WALL �a n a o 1 �oJ�CI=—III— Qe 10"W CONC. FOUNDATION 0 0 0 0 0 0 0 = > a n _ R-15 INSULATION OraKnngTitle: ° I I I_I I I_I I I_ 1o„ o W/ *5 BARS 24 O.G. VERT. ' _ 'n o o — *5 BARS 6 24 D.C. HORIZ, INSIDE FACE IL 4' .a. °a 4 6 24" DOWELS INTO FOOTING ° e a III—III—III— DUCTS SHAFTS, UTILITY IL. E�1 * ,� ERPROOF ALL FOUNDATION WALLS BUILDING TYPICAL FOUNDATION FOOTING PENETRATIONS, AND FLUE SHAFTS I( I I - 3500 PSI POURED CONCRETE GRAVEL FOOTING OPENING TO UNCONDITIONED - SECTIONS 12" DEEP x 2'-0"W W/ (3) 5 REBAR CONT. -2'-011-- ,� DRAINAGE SPACE MUST BE SEALED AS PER I I° THE DETAILS SHOWN d t5 REBAR GROSS TIES 6 12" O.G. 6 BOTTOM G e WATERPROOFING TYP. OF ALL UNLESS OTHERWISE NOTED MEMBRANE Pro ect#: 5cale: WALL ABOVE NOTE: 05 BAR m 24" O.G. DOWELED INTO PROTECTED I" RIGID INSULATION 1000-104-10-5 As Noted Date: Sheet 4: �(/ September 28, 2023 X of X T I �. FOOTING ID TAIL FOUNDATION/ F I}SST PL•00R Sheet: SCALE: 1" = 11-011 - SCALE: 11' = 1'-0" A- 3o1 . 00 PATHS: 1) THE PATH TO CODE COMPLIANCE IS A PRESCRIPTIVE PATH (R 402) THE ATTACHED REPORTS DEMONSTRATES COMPLIANCE WITH 2O18 ICC INTERNATIONAL ENERGY v CONSERVATION CODE (R402 AND R 40(o) AND N_Y.S 2020 ENERGY �3 a CONSERVATION CODE tin U w s~ Q o 2"x8" G.T. 16" O_G. FIELD CONFIRMATIONS: rJ 2) THE REQUIRED INSPECTIONS z �° 12 G ?„ DURING CONSTRUCTION PROCESS s, ARE >r w9 0 R106 2.(SEE LIST BELOW) THRU �O R. i ' 2,��m ATTIC oc (A) R1062.1 FOOTING AND � R a aTYPIC , r -ARCHITECTURAL OOF R ASPHALTIROOF SHINGLES FOUNDATION INSPECTION(SEE � Q) -PROVIDE RIDGE VENTS CODE) N a 0 a r -ALUMINUM FLASHING AT ALL ROOF _._._ TTT _.___ ._, VALLEYS, OPENINGS AND ROOF (B) RI06.2.2 FRAMING AND ROUGH IN INSPEGTION(5EE CODE) n - 'S _ 2 xl2 C J. 12: O.G. 2 x10 C.J. PENETRATIONS 1O p p — — — — — — — — — — — — — — — — — — — — — — — — — — _G�S1T01171�hD EAVES TO POINT MIN. 36" PAST THE WARM c\ - - - - - - - - - - - - - - - - - - - - - 16�,G - - - - - - - - - - - - - n '�l>5j�1'-W2CLCLTN€'� ROUGH-IN INSPECTION(SEE CODE) (C) R106 2 3 PLUIMBING c� -301b. BUILDER FELT o w -3/4" CDX PLYWOOD SHEATHING (D) R 106.2.4 MECHANICAL -2 xIO ROOF RAFTERS A 16 O.G. o 0 0 I -R-38 INSULATION m ROOF ROUGH-IN INSPECTION(5EE CODE) -71 : z0 .- CQ co ' i I 4i_g1i ,!' (E) R106.2.5 FINAL INSPECTION 2 (2) 2 x12 (BLOWER DOORXTO BE I;, IROOF DEK 2"xW R.R. 16" O.G. PERFORMED BY ENERGY 1 200 - (2) 2"A2" CONSULTANT OTHER THAN AUTHOR -in OF INITIAL REPORT. I� - - - - - - - - - - - - - - - - - - - - TO TYPICAL WALL CONSTRUCTION: 3) THE FINAL INSPECTION 15 A CEDAR SHINGLESIDING TEST WHICH SHOULD CONFORM (2) 2x10 F.J. m 16" O.C. III/," F.J."e 16" O.G. 30 LB. BLDG.FELT R402.4.1.2. THIS TEST IS TO BE No" EXT. CDX PLYWOOD SHEATHING PERFORMED BY THIRD PARTY I1 F.J. g 16 D. . 2" x 6" STUDS IT 16" O.C. AGENT OR CONSULT (CONSULTANT FIREBLOCKING AT MID POINT OF OTHER THAN THE AUTHOR OF WALL HEIGHT v EVERY STUD ZDX INITIAL REPORT) AIRSEAL INTERIOR SEAMS OF PLYWOOD W/CAULK O R-21 BATT INSULATION GYPSUM BOARD FINISH ON WALLS IL R402.4.1.2 rjz� I! I PROPOSED BUILDING SHALL BE C� TYVEKn HOUSE WRAP IE i TESTED AND VERIFIED AS HAVING -►-� ._ LIVING ROOM G EAT OM ENTRY .- F ONT CH AN AIR LEAKAGE RATE NOT 101 101 100 -rd EXCEEDING THREE (3) AIR ! I ! ! CHANGES PER HOUR. TESTING 11E ' SHALL BE CONDUCTED IN p ! c4 ACCORDANCE WITH ASTM E 71719 ]LIE OR ASTM E 1621 AND REPORTED G O AT A PRESSURE OF 0.2 INCH W.G. 4 1 I, GIUSEPPE ADRAGNA, HEREBY i CERTIFY TO THE DEPARTMENT OFco - - - - - - - _ _ _ _ _ -- U - - - - - - - - - - - - - - - - - BUILDINGS OF THE TOWN OF 2 x12 DJ. g 12 D_G. Ili/B" F.J. 16" O.G. SOUTHOLD THAT TO THE BEST OF -� U _ -- --llvs" F.J. g 16" MY PROFESSIONAL KNOWLEDGE O.G. TYPICAL FOUNDATION WALL THE DOCUMENTS CONTAINED 10"W CONC.FOUNDATION ION HEREIN CONFORM TO THE LATEST W O W/ +A BARS 24" O.C. ORIZ.VERT. 2018 INTERNATIONAL Z "5 BARS m 24" D.C.HORIZ. INSIDE FACE bO 4 "5 m 24" DOWELS INTO FOOTING CONSERVATION CODE AND 2020 (� WATERPROOF ALL FOUNDATION WALLS N. INTERNATIONAL ENERGY CONSERVATION CODE O PROVIDE WEEP HOLES 4 FLASHING AS REQ. COMPLIANCE. N I ILOUNGE CELLAR BILLIARDS 00-4 003 000 (d06 R-15 BATT. INSULATION NOTE: I I PROGRAMMABLE THERMOSTATIC TYPICAL FOUNDATION FOOTING CONTROLS WILL BE USED FOR � CELLAR SLAB Q EL. I.0' 3500 PSI POURED CONCRETE FOOTINGS HVAG EQUIPMENT. N N 4" POURED CONCRETE SLAB (3,500 PSI) ____J 12" DEEP x 2'-0"W W/ (3)05 REBAR CONT. AND LO I!:1 'z L_J REINFORCED W/ bx6 10%0 W.W.M. �— "5 REBAR CROSS TIES A 12" O.C. 6 BOTTOM OVER (o MIL POLYETHLEENE VAPOR BARRIER __J �' TYP. OF ALL UNLESS OTHERWISE NOTED OVER 12" COMPACTED GRAVEL BASE 1— J NOTE: °5 BAR g 24" O.C.DOWELED INTO WALL ABOVE i i' Sign 4 Seal: i D Ai7L.y/ SCALE 114" = V-011 * ' 2 O 1 2 4 AVa IS" FLYING GABLE It is a N� f tl(p07gar ,-unless acting under th itect,to alter WINDOW SILL an Item m a a PN g the seal of an architect is alte g architect shall affix to his Item the seal and the notation"altered by'followed WINDOW CASING by his signature and the date of such alteration,and a specific description of the alteration. SELF ADHERING RUBBER ROOF -u� 3/4" CDX PLYWOOD SHEATHING N N 2x12 RIPPED ROOF BUILD UP U � =1v III/a" FLOOR JOISTry _J N d) BLOCK SOLID UNDER WALL N R-38INSULATION Z to (3) 2x10 WINDOW HDR wO ii z � 'Q U 0 � 4 E Z E 12 " F FRONT UJALL 6 E T 5AC ------------ - - - --- Project Title: SCALE: 31411 = P-,ail BROADWATERS ROAD Drawing Title: BUILDING SECTIONS Project N: 5cale: 1000-104-10-5 As Noted Date: Sheet p; September 28, 2023 X of X Sheet: A- 302 . 00 USE A MINIMUM OF TWO 8d NAILS THIS SIDE OF TRUSS ROOF RAFTER PROVIDE "SIMPSON" STRONG TIE STRAP • ' ° • FROM RAFTER TO TOTAL FOUR ° RAFTER OVER TOP OF Sd NAILS RIDGE BEAM 6 32"o.c. - ai INTO TRUSS MIN. (W/ COLLAR TIES)FASTEN W/ 'v' 8 NIO NAILS ° ° ® LTP4 OR WRAP COIL STRAP vi TYPICAL RAFTER CONNECTION l FI '° ® FROM STUD TO °` "SIMPSON" A "SIMPSON" H-1 CONNECTOR ° I°° STRONG-TIE LTB40 � m 16" o.c.FASTEN W/ (4) Sd UNDER SILL PLATE fl °) "SIMPSON" STRONG-TIE LSTA "SIMPSON" STRONG-TIE H2.5 INSTALL AS SHOWN to "SIMPSON" NAILS TO RAFTERS PLATE INSTALL A 16" O.G. INSTALL a 16" O.C. 06 (8) SdTO STUDS d n ° ° ° w (2) Sd TO PLATES WALL STUD ROOF RAFTER • e• z o 8d NAILS "SIMPSON Hill INTO °o RIDGE BEAM s a PLATES = 4. U ,� EICsN7 o b 8d NAILS S Q) � N INTO JO 1ST HANGAP, FOfR a TYYFICAL FAFTEfR PLATE CONNECTIONS RIDGE STiz,4P TIE POST TO GIRDER 2X INSTALLATION STUD TO PLATE JOIST TO JOIST in a o Cn SCALE: NTS SCALE: NTS SCALE.- NITS SCALE: NTS SCALE: NTS SCALE: NITS r. ' a 3 d N co o arxa TYPICAL o-� c\2 FLOOR-TO-FLOOR CONNECTION "SIMPSON" LFTA CONNECTOR a c\2 o cat 6 16" o.c.FASTEN W/(16) � o 0 0 "SIMPSON" N10 NAILS FLOOR JOIST z SIMPSON STRONG TIE- PHDS TYPICAL WIND BRACE SUB FLOORING ROOF RAFTER USED FOR CORNER HOLD DOWNS PROVIDE Ix4 BRACE (ANCHOR DOWN TO CONCRETE) NOTCHED INTO TOP PLATE ALL STUDS d E MAXIMUM RAFTER DOUBLE 2 x (X) STUD BOTTOM PLATES 9 45' SEAT GUT OVERHANG ANGLE-FASTEN W/MIN. Ix OR 2x CEILING JOISTS SHEATHING OR OTHER SIMPSON STRONG TIE- 5/a" x 12" AN 1 LE COMMON NAILS LATERAL BRACING e 48" O.C. LATERAL BRACING AS THREADED ROD ANCHOR BOLTS REQUIED 6 3'-2" O.C. AND 1'-0" A EACH MEMBER WIND ,i•" FI FROM EVERY CORNER BRACE 0 EACH FLOOR WITH BPS/4 BOLT PLATES LEVEL AS REQUIRED 2x JOIST SPACING PROVIDE MINIMUM (1) MINIMUM BRACE 6 EACH "SIMPSON" STRONG-TIE HCP -1_ EXTERNAL WALL HCP-2X MEMBER SIZE TWO 16d NAILS O HCP-4X MEMBER SIZE (BLOCKING TO RAFTER) 'SIMPSON" LFTA CEILING JOIST J \\ X 16d NAILS FOR -� ' < `='' LATERAL BLOCKING PER CODE OR HEEL /LAP CONNECTION 11/ FOR LATERAL WIND REQUIREMENTS WALL STUD 6 16" O.C. 'STRUCTURAL SHEATHING 1 III TOENAIL WITH THREE 16d NAILS .1-1 O III (RAFTER TO TOP PLATE) -) O TOENAIL WITH TWO 16d �- 4-> SIMPSON STRONG TIE- PHDS NAILS (CEILING JOIST �) ci USED FOR CORNER HOLD DOWNS TO TOP PLATE) i co (ANCHOR DOWN TO CONCRETE) U DOUBLE 2 x (X) STUD FLOOiz-TO-FLOOD CONNECTION HIF COfRNER FL>•ATE - fROOF FRAFTEIR 0 Cd SCALE: NTS HEEL CONNECTION SCALE: NTS - - _ -- - O SCALE: NTS :2,- CEILING OUTLOOKERS AT HIP END DOUBLE 2 x (X)STUD �^+ O SIMPSON STRONG TIE- PHDS +' N USED FOR CORNER HOLD DOWNS (ANCHOR DOWN TO CONCRETE) CONNECT VALLEY BEAM TO HIP BEAM USING SLOPED HANGER RIDGE BEAM U (SLOPED / SKEWED IF � I ROOF PITCHES ARE UNEQUAL HIP VALLEY BEAM Q) (1) CONNECT MEMBER WITH ROOF RAFTER Q Z "SIMPSON" STRONG-TIE H2 ROOFP,AFTEi� SLOPED HANGER QO i, INSTALL 6 16 O.G. NOTCH HIP / VALLEY TO SIT ON POST ' OUTLOOKER DETAIL ( 1590 OF ORIGINAL MEMBER DEPTH ! REQUIRED)TOENAIL WIT+-1 FIVE 16d slgn c seal: L SCALE: NTS RIDGE BEAM NAILS (HIP TO RIDGE) TOENAIL WITH FOUR 16d NAILS (RIDGE TO HIP) D��y'� CONNECT RAFTER TO �.� , It fRAFTEFR TO DOUPLE WHEN NOT ALIGNED WITH RAFTER, VALLEY USING X 16d NAILS .A TOF FLrATE CONNECT KINGS STUDS TO TOP PLATE, WRAP IY4" GALS. 20 GA.d' HURRICANE TIES MANUFACTURED BY SIMPSON OVER TOP OF TOP PLAG£OIL�SAT POST OR BEARING WALL RAP HIP / VALLEY BEAM * • da ° a. STRONG-TIE CONNECTORS MODEL No. H2 SCALE: NTS CONNECT MEMBER WITH OR APPROVED EQUIVALENT AT EVERY STUD - ROOF SLOPED HANGER It is a f t jr unless actin TO PLATE CONNECTION WHEN RAFTERS FRAMING NTq�q$ g under th i ,test,to alter an Item n a a FarN g the seal of an HOOKED ANCHOR BOLT ALIGN WITH STUD a MIN. 12" INTO CONCRETE FOUNDATION WALL m 23" O.G. architect,s alte g architect shall affix to his Item the seal and the notation"altered bV'followed /� by his signature and the date of such alteration,and a ROOF R AF T E iR I-I I F � RIDGE � U,A L L E T- specific description of the alteration. MOLD D O I,UN DETAIL UALE' ' 1'O HIF CONNECTION FOST CONNECTION - _ - - - - - - - - - - - -- -- -- --- - - - -- GRIPL£ SCALE: NTS SCALE: NTS _ SCALE: NTS N Z STUDS DOUBLE TOP PLATE r N U r� N OD USE SIMPSON Z-MAX OR HOG CONNECTORS V! (0 TO INCREASE CORROSION RESISTANCE Z FOR ALL HARDWARE IN CONNECTION HEADER r 11 U) W/ ACQ. LUMBER iv Z RIDGE BEAM Ld U J (2) 2" x 10" HEADER U1ALL STUDS g 16" O.C. FULL (2) 2" x 10" TRIMMER RAFTER FRAMED OPENING FOR NEW LENGTH Z (Jd WINDOW OR EXTERIOR DOOR WALL ROOF OPENING (p STUDS 'Q U an d 1 2" x (XY ROOF RAFTER L..J N / NOTE: \ ' (2) 2" x 10" HEADER 'Q . UPLIFT CONNECTION IS REQUIRED TAIL RAFTER BOTTOM PLATE ° At EACH END OF THE HEADER AND AT \ I RIM JOIST BOTTOM OF HEADER STUDS IN ADDITION TO (2) 2" x (XY TOP PLATE e ———— —— — — CONNECTORS AT WALL STUDS AND AT TOP \ z ��, ° '- - - - -- -- -- - - - - - '- - AND BOTTOM OF GRIPLES. \ € - -- TI- - - - - - - - -IT -I - ° a NOTE. I ( I O UPLIFT CON�JE-TORS I I I I \ \ Project Title: d ALL STRAPPING TO BE SUBFLOOR SOLE I IEQUIRED IN i Ii IS AREA I I I 1 \ BROADWATERS SUB FLOOR INSTALLED AS PER MANUFACTURERS PLATE I I I I I I I I ' ' N ROAD FLOOR JOIST ° ° SPECIFICATIONS AND NYS CODE RIM DOUBLE ACQ SILL PLATE e ° JOIST I I I I I I I I a' 16 Sa. STRAP TIES MANUFACTURED BY SIMPSON STRONG-TIE TERMITE SHIELD ° ° ° CONNECTORS MODEL No_ C616 OR APPROVED EQUIVALENT. ° STRAP TO HAVE MIN. 12" BEARING ON THE STUD AND WRAP 16 Ga. STRAP TIES MANUFACTURED orawing Title: UNDER SILL PLATE AT FOUNDATION DOUBLE FOUNDATION WALL ° BY SIMPSON STRONG-TIE GONNECTRS FRAMING n ° 4 ACQ SILL MODEL No. CSI6 OR APPROVED EQUIVALENT. ��PLATE STRAP TO HAVE MIN. 12 BEARING ON THE STUD CONNECTION a II ° 3" x 3" xY2" STL. BEARING PLATE MANUFACTURED AND WRAP UNDER SILL PLATE AT FOUNDATION. DETAILS BY SIMPSON STRONG-TIE CONNECTORS MODEL No. LBPS d OR APPROVED EQUIVALENT FOUNDATION ° . °. a 0J WALL ' ° ° A e d . ° n Project#: 5cale: TYPICAL r'/e" x 12" HOOKED ANCHOR BOLT a dd d na Noted ° °. 1000-104-10-5 23'' O.C. a aAd d' USE SIMPSON Z-MAX OR HOG CONNECTORS - WITH 7 MIN EMBEDMENT INTO CONCRETE ° ° TO INCREASE CORROSION RESISTANCE Date: Sheet#: - WITHIN 6-12" OF EACH END OF PLATE FOR ALL HARDWARE IN CONNECTION W/ AGO, LUMBER September 28, 2023 x of x sneer: FOUNDATION STI'RAFFING DETAIL MIMUPLIFT CONNECTION DETAIL }ROOF OPENING DETAIL A— t5/ 01 e00 SCALE: 3�4"=1'-0" SCALE: 3/4"=1'-0" SCALE: NTS _- ALLOWABLE HOLES - TJI® Joists Refer to Manufacturer's Instructions for additional Installation Details and Specifications No Held cut Min.distance from Table A Do not cut holes larger Min.distance from Table B hol anywhere in web out- p - See Current iLevel® (or approved equal) literature f o r framing connectors holes In than 1/2 In cantilever side of hatched zone \ hatched >" zones DO NOT JOIST DETAILS 1 pn 10� cut or notch flange. � C `�T' a (must stack over wall below) 6" r i "1 6" Load bearing or shear wall above 6^ L 2 x Di Di Closely grouped round L2 2 x L2 D2 6^ T6- Plate nail Web Stiffeners Load from above Plate nail Q 0 minimum holes are permitted if minimum required each side IRC 502-7 requires lateral restraint (applies to all holes the group perimeter 1 at A2W g panel q Blocking except knockouts) meets requirements for Blocking (blocking)at all intermediate Ys" p q 9 supports in Seismic Design 2x4 minimum round or square holes. panel Categories D0,Di,and D2 to squash blocks �r�'—�� o �o Table A - End Support DO NOT strengthen the floor diaphragm. cut holes in cantilever Web Stiffeners Rim-to-joist nail N ro Minimum distance from edge of hole to inside face of nearest end support reinforcement, required each side O , JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Toe nail at A1w Toe nail B1 Y,s' TJI DEPTH 2" 3" 4" 5" 6y2" 7" 8%' 11" 13" 2" 3" 4" 5" 6Y2" 7" 8�/" 11" 13" 2x4 minimum N a o a TJI®rim joist Web stiffeners squash blocks rn 110 1'-0" 1'-6" 2'-0" 2'-6" 5'-0" 1'-0" 1'-6" 7-6" T-6" 4'-6" required each side at 210 1'-0" l'-6" 2'-0" T-O' 5'-0" 1'-0" 2'-0" 2'-6" 4'-0" 5'-0" B1W and B2W Must have 13/4"minimum � � °' � gy2" O O O O Use 2x4 minimum squash blocks to p a a 230 1'-0" 2'-0" 2'-0" 3'-6" 5'-6" 1'-0" 2'-0" 3'-0" 4'-6" 5'-0" Al ,42 joist bearing at ends.Attach B2 Blocking panels may be CS transfer load around TJI®Joist � 360 1'-6" T-O" T-0" 4'-0" 6'-0" 1'-6" 2'-6" T-6" 5'-0" 5'-6" rim joist per A3 detail. required with shear walls c\2 110 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 2'-6" 5'-W 1'-0" 1'-0' 1'-6" 2'-6" 4'-6" 4'-6" 6'-0" above orbelow-see detail B1 210 1'-0" 1'-0" 1'-0" 1'-6" T-6" Y-W V-6" 1'-0" 1'-0" 2'-0" T-O' 5'-0" V-6- V-s" +� 11%" 230 1'-0" 1'-0" 1'-0" 2'-0" T-0' T-6" 6'-0" 1'-0" 1'-0" 2'-0" T-0" V-6" 6-6- 7'-0" o 0 0 360 1'-0" 1'-0" 11-6" 2'-6" 4'-6" 5'-0" 7'-0" 1'-0' 1'-0" 2'-6" 4'-0" V-6" V-6" T-6" C\2 co 560 1'-0" 1'-0" 1'-6" T-O" 5'-0" 5'-6" 8'-0" 1'-0" 2'-0" T-6" 5'-0" T-O' 7'-6" 8'-0" Filler block:Attach per the table below. o 4'-0"length of 8"diameter maximum hole for 11%"- Z 110 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 5'-0' l'-0" 1'-0" 1'-0" 1'-6" 3'-6" 4'-0" 6'-0" 8'-0" Clinch nails when possible. Y4"reinforcement 16"deep blocking panels;6"diameter �Lj 210 1'-0" 1'-0" 1'-0" 11-0" 1'-0" V-6- T-O' 6'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" 4'-6" V-6" V-6" Backer block:Install tight to top on one side at E2, maximum for blocking panels 9Yz" 14" 230 1'-0" 11-0" 1'-0" 1'-0" 1'-6" 2'-0' T-6" V-6" 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" 5'-0" 7'-0" 91-0" flange(tight to bottom flange both sides a E3 deep or shorter than 12"long. 360 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" T-0" U-6-1 Il 1 1'-0" 1'-0" 1'-0" 2'-6" V-6" V-6" 8'-0" 9'-6" Hanger height must with face mount hangers). Flush bearing plate required. Do not cut flanges. 560 11-0" 11-0" 1'-0" 1'-0" 2'-6" T-O' 6'-0" 9'-0" 1'-0" 1'-0" 1'-6" T-6" 6-6" T-0" 9'-0" 10'-0" be a minimum of 60% Attach per the table below. Maximum YO overhang 210 1'-0" 1'-0" 1'-0" 1'-0" 11-0" 1'-0" 11-6" 3'-6" 6'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" T-6" 6'-6" 8'-0- 10'-6" ofJoist depth Clinch nails when possible. permitted at beam. 230 11-0" 11-0" 1'-0" 1'-0" 1'-0" -0" 2'-0" 4'-0" 1'V-6" 1'-0" 1'-0" 1'-0' -0" T-0" T-6" 7'-0" 9'-0" 1 l'-0" ° 1Ya"TimberStrand® LSL or 1' 16" iLevel®1Ye"rim board.Nail with 360 1'-0" 1'-on 1'-0" 1'-0" 1'-0" 1'-0" T-C' V-0" 9'-0" 1'-0" 1'-0" 1'-0" l'-0" 4'-0" 5'-0" 9'-0" 10'-0" 1 l'-b" Backer block 10d(0.131"x 3")nails,one 560 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 6'6" 10'-0" 1'-0" 1'-0" 1'-0" 1'-6" 5'-0" 6'-0" 10%0' 11'-0" 12'-0" li ° both sides of web x ;• each at top and bottom flange. ount with single TJI® 7" 8" 10" 12" 15" 17" 4" 5" 6" 7" 8" 10" 12" 15" 17" Top m hanger joist Attach reinforcement t 360 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 5'-0" 10'-0" 1'-0" 1'-0" 1'-0" 3'-0" 5'-0" 10'-0" 11'-0" 13'-0" to joist flange with Sd(0.131" 18" 560 11-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 5'-0" 11'-0" 1'-0" 1'-0" 1'-6" 4'-0" 6'-6" 11'-0" 12'-0" 14'-6" TJI®Depth,D TJI®Flange Block Nail A• x 2Y2")nails at 6"on-center. Face mount Width Type Size Quantity Z �� When reinforcing 360 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 7'-0" 10'-6 -0"" 1' 1'-0" 1'-0" 1'-0" 2'-0" 8'-0" 11'•6" 14'-0" 15'-6" Face rain g both sides, 20" 560 11-0" 1'-0" 1'-0" 11-0" 1'-0" 1'-0" V 0' T-0" 11'-0" 1'-0" 1'-0" 1'-0" 1'-0" 4'-0" V-6' 12'-6' 14'-6" 15'-6" hanger less than 32" Filler 10d(0.128"x 3") 10o) horizontal stagger nails. U 9"<Ds16" Backer 10d(0.128"x 3") 10(1) E2 E3 4 Table B - Intermediate or Cantilever Support H1 V Filler 16d(0.135"x ") 100)-each side H3 Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support O Backer IOd(0.128-x 3") 10(1) O iJ JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE less than 31 Filler 10d(0.128 x 3") 15 DEPTH Tile T " ^ 16"<Ds20" Backer 10d(0.128"x 3") 15 O 4--)2" 3" 4" 5" 6Y2" 7" 8/e 11" 13" 2" 3" 4" 5" 6Y2" 7" 8/8 11" 13" Filler 16d(0.135"x 3J") 15-each side 4+ O 110 1'-6" 2'-0" T-0" 4'-0" T-6" 1'-0" 2'-6" T-6" 5'-6" 6'-6" 31" Backer 10d(0.128"x 3") 15 U —' 210 2'-0" 2'-6" T-6" 4'-6" T-6" 2'-0' T-0" 4'-0" 6'-0" T-O- 20"<Ds24" Filler 16d(0.135"x 3") 25-each side 9y2" 230 2'-6" T-O" 4'-0" 5'-0" 8'-0' 2'-6" T-O- 4'-6" 6'-6" T-6" 31" Backer 10d(0.128"x 3") 15 U1 360 T-O' 4'-0" 6-6" V-6" 9'-0" T-0" 4'-6" 5'-6" T-6" 8'-0" 1 (1)15 for multi-family applications -1 I, U 110 1'-0" 1'-0" 1'-6" 2'-6" 4'-0" 4'-0" ll 1 1'-0" 1'-6" 7-6" 4'-0" 6'-6" T-O" 9'-0" Q) O CO With top mount hangers,backer block required 210 1'-0" 1'-0" 2'-0" 3'-0" 4'-6" 5'-0" 9'-0" 1'-0" 2'-0" 3'-0" 4'-6" 7'-0" 8'-0" 10'-0" H2 > only for downward loads exceeding 2W Ibs or for 11/8" 230 1'-0" 2'-0" 2'-0" 3'-6" 5'-0" 5'-0" 9'-6" 1'-0" 2'-6" 3'-6" 5'-0" 8'-0" 8'-6" 10'-0" 360 2'-0" 3'-0" 4'-0" 5'-6" 7'-0" 7'-0" 11'-0" 2'-0" 3'-0" 5'-0" 7'-0" 9'-6" 9 uplift conditions.' -6" 11'-0" O O 560 1'-6" T-O' 4'-6" V-6- 8'-0" 8'-6" 12'-0" 3'-0" 4'-6" 6'-0" 8'-0" 10'-6" 11'-0" 12'-0" -� Z 110 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 2'-6" 4'-6" 8'-0" 1'-0" 1'-0" 1'-0" 2'-6" 5'-0" 6'-0" 9'-0" 12'-0" CLO 210 1'-0" 1'-0" 1'-0" 1'-0" 7-6" 3'-0' 5'-0" 9'-0" 1'-0" 1'-0" 2'-0" 3'6" 6'-0" 7'-0" 10'-0" 12'6" G� 14" 230 1'-0" 1'-0" 1'-0" 2'-0" T-O" T-6" V-6" 10'-0" 1'-0" 1'-0" T-6" 4'-0" 6'-0" 7'-6" 10'-6" I T-0" O 1-4 1 360 1'-0" 1'-0" 2'-0" 3'-6" 5'-0" 6'-0" 8'-6" 12'-6" 1 1'-0" 2'-0" 4'-0" 5'-6" 9'-0' 10'-0" 12'-0" 14'-0" 560 1'-0" 1'-0" 1'-6" T-6- 5'-6" 6°-6" 9'-6" 13'-6" 1'-0" T-O- 5'-0' T-O- 10'-0" 11'-0" 13'-0" 15'-0" BEAM and COLUMN DETAILS 210 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" T-0" T-6- 9'-6" 1'-0" 1'-0" 1'-0" 2'-0" 4'-6" V-6" 9'-6" 12'-6" 15'-0" 16" 230 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 2'-0" 4'-0" 6'-6" 10'-6" 1'-0" 1'-0" 1'-0" 2'-6" 5'-0" V-0" 10'-6" IT-O" 16'-0" Q 360 1'-0" 1'-0" 1'-0" 1'-0" T-0" 4'-0" 6'-6" 10'-0" 13'6" 1'-0" 1'-0" 2'-0" 4'-0" 7'6" 8'-6" 13'-0" 14'-6" 17'-0" BEAM TO COLUMN LATERAL BRACE 0560 1'-0" 1'-0" 1'-0" 1'-0" 7-6" T-6" T-O" 11'-0" 15'-0" 1'-0" 1'-0" T-6" 5'-6" 9'-0" 10'-0" 14'-0" 16'-0"1 18'-0" Q Z 4" 5" 6" 7" 8" 10" 12" 15" 17" 4" 5" 6" 7" 8" 10" 12" 15" 1 17" TJI®joist 18" 360 1'-0" 1'-0" 1'-0" 1'-6" T-O" 6'-0" 9'-0" 15'-0" 1'-0" 1'-6" 4'-0" 6'-6" 9'-0" 14'-6" 16-6" 19'-6" 560 1'-0" l'-0' 1'-0" 1'-0" 2'-0" 6'-0" 10'-0" 16'-6" 1'-0" T-6" 6'-0" Il 11%6" 16'-6" 18'-0" 20'-0" 360 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" T-O" 6'-0" 1 l'-0" 15'-6" 1'-0" 1'-0" 1'-6" 4'-0" T-0" 17-6" 16'-6" 19'-0" 21'-0" Floor beam 51gn 4 5eal: 20" 560 1 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 5'-6" 12'-0" 16'-0" 1'-0" l'-0' 3'-0" 6'-0" 8'-6" 14'-0" IT-6 19'-6" 20'6" Rectangular holes based on measurement oflongest side. C AR y, Holes maybe located vertically anywhere w e we hithin thb.Leave Ys Bearing on Concrete or Masonry Pocket"of web(minimum)at top and bottom of hole. 5 QQe M • Full Depth Header - Knockouts are located in web at approximately 12"on-center;they do not affect hole placement. Low Header High Header Strap Yz"minimum clearance - For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole maybe located BEARING AT Alternative 2x4 blocking: at the center of the joist span provided that no other holes occur in the joist. COLUMN Use clips for lateral support (do not attach to beam) - Distances are based on the maximum uniform loads from current iLevel specifier's guides.For other load conditions or hole configurations use iLevel®TJ-Bearne software or contact your iLevel representative. 2x4 blocking for It 15, N� f tltpgbggsr ,unle55 acting lateral support an�teme thin a a SN he seal of an itect,to er Header Steel Column Beam seat connector architect is alte g architect shall affix to his item the seal and the notation"altered W followed xX n ailler" Verify column capacity Header Header 2 Concrete or CMU wall by his signature and the date of such alteration,and a and beam bearing Suggested lateral bracing detail for beam specific description of the alteration. Double nailer may be required depending when required. Verify beam bearing length L5 length.See current L7 L8 L9 upon opening size and window type L14 4 fY ' 9L25 Other iLevel® Trus Joisto Headers and Beams O iLevel®literature. O O on page 36 ofTJ-9000 Specifiers Guide Microllalme LVL 1.3E TimberStrande and Panallame PSL (�[ LSL hole zone hole zone 2 x diameter of the Y depth largest hole(minimum) U � DO NOT cut,notch or drill holes in headers or beams — — —i except as indicated in 2! OD d o — — _ ° _ _ o o illustrations and tables. v) N a (0 o o Z to Microllame LVL and BEAM TO COLUMN LATERAL BRACE �_ Parallame PSL Header or Beam Maximum Round allowed hole zone Depth Hole Size Joist O middle Y3 span 4%' 1" U at BEARING FOR DOOR BEAM TO BEAM BEARING AT J 5Y2" 1 Y4" each column BEAM ON OR VIIINDOW HEADER CONNECTION CONCRETE WALL Q Q V__F 1.3E TimberStrande LSL allowed hole zone d 7Illu 20'rat 2" See illustration for Allowed Hole Zone COLUMN CAP Strap per code if top plate is not continuous over Simpson header Z General Notes Strong- 9 str U USP LSTAtra \l - Allowed hole zone suitable for headers and beams with uniform loads only. (or similar) < - Round holes only Top mount Q N hanger - No holes in cantilevers. Face mount Protect untreated ,� Q No holes in headers or beams in plank orientation. Floor beam O hanger wood from direct p1 contact with � n L3 See current iLevel®literature L4 concrete Column L2 for framing connectors v Metal post cap 21 21 WARNING - Joists are unstable until braced laterally and column capacity on Verffy beam bearing length below Bracing Includes: L27 of TJ-9000 Spec'fie s Guide 42 - Blocking ' Sheathing ' Strut Lines Project Title: Hangers I Rim Board ' Rim Joist BROAD �f. WATERS TJI®JOIST NAILING REQUIREMENTS at BEARING ROAD WEB STIFFENER ATTACHMENT TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist �� — 1Y4"TimberStrand® LSL or (Load bearing wall above) lLevelc 1)e"rim board. One 10d(0.128"x 3") With point load from above,install web stiffener tight to top _ nail into each flange DO NOT walk on joists DO NOT walk on joists DO NOT stack building flange(gap at bottom flange)when there is no support below. Drawing Title' until braced. that are lying flat materials on unsheathed One 8d(0.113*x 2Y2") INJURY MAYRIESULT. joists. Stack only over NailingRequirements nail each side.Drive - ENGINEER FLOOR beams or walls. Depth Minimum Web q nails at an angle at TJI Joist Series Number Nails least 1y2"from end. JOIST DETAILS WARNING NOTES: (in.) Stiffener Size Type _,`` Gap*• End Intermediate 1%4"minimum bearing at Also see detail62 Lack of proper bracing during construction can result in serious ^ 110 All %a"X 25/s" end support;3Y2"minimum accidents.Observe the followingguidelines: 1" Ys minimum at intermediate support g " 23/4"maximum 210 All Y4"x 2i6" Sd Shear transfer Connections equivalent to 1.All blocking,hangers,rim boards and rim joists at the end supports of the Us joists must be completely installed and properly nailed. (1Y2 for TJl® 230&360 All Yg"X 25/6" (0.113"x 2Y2") floor panel nailing schedule 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be 560,560D, s31 &s33 All 1"x 26/6" 3 3 Rim to TJI®Joist Project k: scale: accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. s47 joist) 1000-104-10-5 As Noted 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each joist. 16d 1Ya"TimberStrand® LSL or 3y2"wide TJI®rim Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a worker or Web stiffener each side. 560&s47 All 2x4 iLeveR lYs"rim board or joist:Toe nail with (0.135"X 3Yz") 5heet a: one layer of unnailed sheathing. F- See sizes below. 1%"wide TJI®rim joist: 10d(0.128"x 3") 4.Sheathing must be completely attached to each TJI®joist before additional loads can be placed on the system. I * 18" 4 4 One 10d(0.128'x 3')nail nails,one each side 3y2"wide TJI® September 28, 2023 x of x Tight fit " 16d into each flange of TJI®joist flange floor joist 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. g 560D 20 2x4 5 5 sheet: 6.The flanges must remain straight within 1/2"from true alignment. O 22" (0.135"X 3Y2") 6 11 2 "-2 s "wide TJI®rim — Ye /a 24" 6 13 ' joist:One 16d(0.135"x 3W wide TJI® A Weyerhaeuser,iLevel®,Microllarl Parallarl Silent Floor®,TimberStrandl TJI®,and Trus Joist®are registered 3y2")nail into each flange rim joist A 5 0 ® o trademarks of Weyerhaeuser NR. ©2009 Weyerhaeuser NR Company. All rights reserved. 1%4'minimum Locate rim board Joint between Joists. Tor'Vh'" Q) U 'S U Q o z � p 0 � 0 0 0 1 141, 41 ,� 11�1f o 4 4 4I 4 - 31 2 94 f2 -08'( F 3 "T �T C") —IV CQ cc co co --z" v co CD w tT \ J// \ L t+ll'd' n1i� v- KnEl I rl]CL N N —� —'� 11 ECOND FLOOR — UNIT: UNIT: (D UNIT: QJ UNIT: �n UNIT: 0 UNIT: (n UNIT: ON UNIT: �0 UNIT: ® UNIT: QTY: 2 QTY: 2 QTY: 1 QTY: 3 QTY: 3 QTY: 2 QTY: 1 QTY: 2 QTY: I QTY: I Q� 0 r� U O 0 O Y) Cd tCS Q� O U c� 1, ,{ 2'-94"— -2'-9 .�2'-94'� �2'-9 "—� .�2'-34"-I �2 -S4 I �3 -m8 -9 —2'-94 1✓ N O A B ( G p r -1'Y ro ro c� co ro O U ml�r O ly ly milt milt ;n m FIRST FLOOR — — — — — — — — — — — — — — — — — — — — — — — — '— — — — — — Sign 4 Seal: UNIT: UNIT: ® UNIT: ® UNIT: © UNIT: UNIT: 0 UNIT: UNIT: 0 QTY: 3 QTY: 4 QTY: 3 QTY: 3 QT7: 2 QTY: I QTY: 2 QTY: 2 ,��EtED ARCh'i �QPER. n� k It,s a N� f t04IIi ,unless acting I —�( under th ,tect,to alter f an item m a FN g the seal of an architect 15 alte g architect shall affix to NT R his item the seal and the notation"altered by"followed by his signature and the date of such alteration,and a IN I I I f I I specific description of the alteration. NEW LUE7,) O =_ DLE SCALE 114" c P-O" 0 N N _ CELLAR SLABOD ►—� W N UNIT: ® z (0 QTY: 2 1n Jh v ANDERSEN A SERIES - WNITE COLOR --' F N STF,),4TION 5C�IEDULE CASEMENT WINDOWS W1 COTTAGE STYLE GRILLES � O NO. QTY. DESCRIPTION UNIT HEAD SILL U-FACTOR SHGC REMARKS Q -J DIMENSIONS HEIGHT HEIGHT Q A 3 (2) ACW21054 CASEMENT UNITS 5'-61/2" x 5'-31/4" 8'-0" 2'-83/4" 0.21 0.40 TEMPERED GLASS m UNIT IN BATHROOM 110 B 4 (1) ACW21054 CASEMENT UNIT 2'-9'/4" x 5'-31/4" 8'-0.. 2'-83/4" 021 0A0 I 1 1 Z Bl 3 CI) ACW21054 CASEMENT UNIT 2'-Sl/4" x 5'-31/4" 8'-0" 2'-83/4" 021 0.40 NO GRILLES FOR WATER VIEW I I 0 C 3 (1) ACW2440 CASEMENT UNIT 2'-31/4" x 3'-I11/4" 8'-0" 4'-03/4" 02l 0.40 TEMPERED GLASS m UNIT S FI u I/" ,_ I/n „ 3/n IN FIXED DOOR 4 —I'V' ^r ® d- 'Q ricfJ D 2 (I) ACW2648 CASEMENT UNIT 2 5 4 x 4 1 4 8 0 3 4 4 02 I 0.40 Q N TRANSOM UNIT SEPARATE � n , I-il/�n n ' v Q E 1 CI) FWNID3180 IN-SWING DOOR UNIT 3-0I/e x 1 8'-0n 0'-0/I2 0203 0.40 TRANSOM UNIT SEPARATE (NOT MULLED) F 2 (1)FWGDcJIO&0-4 S.-9" x 1'-111/2" 8'-0" 0'-01/2" 0203 0.40 HIGH CIRCLE WINDOW 0 4 PANEL SLIDING DOOR UNIT MASTER BEDROOM GABLE r �t G 2 (1) ACW21048 CASEMENT UNIT 2'-91/4" x 4'-11/4" 8'-0" 3'-43/4" 021 0.40 WINDOWS g KITCHEN COUNTER �^ � rn>� z E N H 2 (2) ACW21054 CASEMENT UNITS 5'-61/2" x 5'-31j4" 1'-0" 1'-63/4" 021 0.40 SAME AS UNIT "A" GARAGE SLAB 1 2 (1)FWHID21611 DOOR UNIT FIXED '-01/a" x 6'-103/8' 1'-0" 0'-I%ll 0203 0.40 FIXED DOOR UNIT 14� 38 � Ba UNIT: O UNIT: O UNIT: � ProjectT,tle: 1 J 1 (1)FWNID60611 IN-SWING DOOR UNIT 5-11/ x 6 -10/ -0 0'-I/ 0203 rd.40 QTY 3 QTY 3 QTY: 2 BROADWATERS i K 3 (1) ACW2034 CASEMENT UNIT I'-111/4" x 3'-31/4" 1'-0" 3'-83/4" 0.27 0.40 TEMPERED GLASS ® UNIT IN BATHROOM 203 ROAD L 3 (1) ACW2648 CASEMENT UNIT 2'-51/4" x 4'-11/4" 1'-0" 2'-43/4" 021 0.40 TEMPERED GLASS a UNIT IN BATHROOM 202 M 2 (2) ACW3048 CASEMENT UNITS 5'-101/2" x 4'-11/4" 1'-0" 2'-43/4" 0.21 0.40 N 1 (1)FWGDE068 SLIDING DOOR UNIT 5'-I11/4" x 6'-11/2" 1'-0" 0'-41/2" 021 0.40 6'-8" DOOR SET A 1'-0" HEAD HEIGHT Drawing Title: RAISED SILL FOR HIGH REAR DECK O 2 (1) FWHID2168 DOOR UNIT FIXED 2'-6114" x 6'-11/2" 1'-0" 0'-41/2" 0203 0.40 6'-8" DOOR SET 6 1'-0" HEAD HEIGHT RAISED SILL FOR HIGH REAR DECK P 1 (1)FWHID6068 IN-SWING DOOR UNIT 5'-111/4" x 6'-11j2" 1'-0" 0'-41/2" 0203 0.40 it DOOR SET 51 -'-V HEAD HEIGHT WINDOW SCHEDULE RAISED SILL FOR HIGH REAR DECK Q 1 (2) ACW2438 CASEMENT UNITS 4'-1 1/2" x 3'-11/4" 1'-0" 3'-43/4" 0.21 0.40 TEMPERED GLASS a UNIT IN BATHROOM 20Co R 2 (1) ADH3054 DOUBLE HUNG UNIT 2'-111/4" x 5'-31/4" 1'-0" 1'-83/4" 021 0.40 CELLAR EGRESS WINDOW Project ill: 5ca1e: 1000-104-10-5 As Noted Date: 5heet 8: S 3 (1) ADH3054 DOUBLE HUNG UNIT 2'-11j4" x 4'-31/4" 1'-0" 2'-83/4" 0.2-1 0.40 October 30, 2023 X of X T 3 (1) ADH3054 DOUBLE HUNG UNIT 2'-31j4" x 3'-11/4" 14'-83/4" 11'-11/2 021 0.40 UPPER GARAGE UNIT Sheet: U 2 (1) ADH3054 DOUBLE HUNG UNIT 2'-01is" x 3'-41b" DORMER J DORMER 021 0.40 GARAGE DORMER WINDOW /0 _ 6 o 1 " ® 0 =lII ---------- ' e ' I—I Il1A-TERIF[ROOFING MEMBRANE —i RO.ICTEpll1J/ 1" RIGID INSULATION L-----------1 ILI ------------ TREATED POST TO --------------------- — _ T.O. SUBFLOOR a ELEV. 11.00' 1------------ _ --J -m 14"0 SONOTUBE PIER • — _ --------- I MIN. 3ro" BELOW GRADE I- - - - - - - - - - - - - - - - _ - r T.O. SLAB SEE PLAN =, — III- � ku) I I � mitt - - - - - - _ = w K"pax T.O. WALL ELEV. 16.69' _ - I y� FILTER FABRIC :� MEMBRANE z T.O. WALL II - 15.70' I -� PITCH - r\(0 0 0 0 0 0 0 a I I e o o i a o I I I—I Cr — J I ( r\W o 0 0 0 0 = ` I�°' e a _ 1 SL/ Ill c n o Yo II - I I I-I I L7 Tf I MASONRY TILE FINISH o o a a o aIL _ .° J 1 OVER 2" SETTING BED a a. W/ 4' POURED CONCRETE� SLAB C3,500 �I,loll-" 111k8" F.J. (SEE FRAMING PLANS) TYPICAL FOUNDATION FOOTING o a a I= = = in o aPSI) EINFORGED W/ roxro /10 W.WM. OVER - .� 3500 PSI POURED CONCRETE GRAVEL FOOTING @ I I I I ro MI POLYETHYLENE VAPOR BARRIER T.O. SHELF 6 ELEV. 15.-10' 12" DEEP x 2'-O"W W/ (3) 05 REBAR CONT. � 21_011 � DRAINAGE 05 REBAR GROSS TIES -0 12" O.G. 6 BOTTOM �i, p `ep j I TYP. OF ALL UNLESS OTHERWISE NOTED 0 L _ I NOTE: SLAB TO PITCH NOTE: "5 BAR A 24" O.G. DOWELED INTO CQ AWAY FROM FOUNDATION = I WALL ABOVE cD � � 0 I J�-2' == I I I TOP OF FOUNDATION AT FRONT 4 SIDE T`r' . FOOTING DETAIL Z C\2 co 1 I == I Oo 1 1 P D @ T.O.1010WALL I DRAIN I i SCALE: 3/4" = 1'-m" i 25'-52' I I == I BELOW - - - - - - - - - - - - - - - - - - - - - — - - � I 1 �- U 1 _ _ —TO — - — — — — — — — — � J I 4'-10 T.O. SUBFLOOR "SEE PLAN" 7O.UALL I STEEL BEAM POCKET TYP. 1510, CELLAR SLAB 6 EL. 1.0' COORDINATE WITH STEEL 4" POURED CONCRETE SLAB (3,500 PSI) FROM FRAMING PLANS,FULLY O REINFORCED W/ roxro Im/(m W-WM. I FILL VOIDS WITH N.S.GROUT OVER ro MIL POLYETHLEENE VAPOR BARRIER FLOOR JOIST _� "SEE PLAN FOR SIZE" U OVER 12" COMPACTED GRAVEL BASE I I I -+-•� I 1 TYPICAL FOUNDATION FOOTING `r — 3500 PSI POURED CONCRETE FOOTINGS I I I BLOCKING BOLTED THROUGH STEEL STEEL GIRDER "SEE PLAN" I 12 05 REBAR CROSS TIES 6 12"" O.G. 6 BOTTOM D I I U -iN TYP- OF ALL UNLESS OTHERWISE NOTED _- 2X BLOGKINCx NOTE: 05 BAR 6 24" O.G. DOWELED INTO WALL ABOVE 0 I I ) -, U O 0 I I 1 I I 6" x 10" x y" WELDED ON +, TYPICAL FOUNDATION WALL 'n I BEARING PLATE W/ (4)Y" DIA. +-> 1- — --1 10"W CONC. FOUNDATION I I BOLTS PER COLUMN y) co 05 BARS e 24'AOG?HORIZ. NS DTE FACE i I I U O cz 4 05 6 24" DOWELS INTO FOOTING I I (t D -- 7 ( I SEE PLAN FOR COLUMN SIZE r. ro0"x60"x18" P.G.FOOTING 60"xro0"x18" P.C.FOOTING I I Q) 0 W/ (1)"5 BAR m BOTTOM I W/ (1)05 BAR Q BOTTOM 1 1 W O @ I I EACH WAY _, EACH WAY Z t1p _' �- — — — — -1 r I — -1 I I CONTROL JOINTS "SEE PLAN" O G I I 1 HSS I 1 O N I-2 I I I 5'X5"XS yI� I ( 5"X5"x`'i( ' !'-0'TY? 1'-C^Twp. ------- -- I - COL -—-—-—-—-—-— I t GOLUMN� I I 4" �. P.C. SLAB W/ •� '� O_g3i� 4i_�li 4'-44' I (ox(o- 10/10 W.W.F. OVER Q U r STEEL BEAM POCKS TYP. I I 2 4 6 COORDINATE OCKEITH EEL — J I I 4 MIL- POLY. VAPOR BAR. Q FROM FRAMING PLANS,FULLY L— — —�— — _j �— - - 4 (o POROUS FILL W U ' I I � Qz FILL VOIDS WITH N.S.GROUT I - I '- ` ' _ • �..^ ••+' •_ ,• 10" x 10" x 3/4" WELDED ON ^-':' ,• �: ,f' '+ j BEARING PLATE W/ (2)y" DIA. si "4sea1: T.O. ALL �.• ANCHOR BOLTS M e 15.70' I .*; X X x'- X EMBEDDED S" MIN. I WINDOW SILL I I I y + , I I �� .,. •- ,. ;• :'. _ +; BRED AR g EL. 8.�5', 21'i a - • `:':�., ... — — EE PLAN T.O. WALL , ". ':. ,., _ _ P.G. FOOTING Cy -iv 16-00' ^'�� ' • x ��` .� ..� �, • ` I I II<4 °d' e III "S " ABOVE SLAB I � — J — — — � �' _ -1 I I- � . �' • `as GRADE ro0 REINFORCEMENT EGRES 1 �� r r WELL I I 1 "SEE PLAN" �. i F_ — — -, I ^* 1=1I1=1I1=1I1=1I1=1I1=1I1=1I I: UNDISTURBED SUB�RADE y� ': I I I -III-III-111-111— - — - N l2"xl2"x18" P.C.FOOTING I lr'x iz°x18° P.C.FOOTING 2 TON MIN. BEARING CAPACITY >► Q' W/ (8)"5 BAR m BOTTOM W/ (8)-5 BAR 41 BOTTOM F�STEPPF�7 FCC3 Iw��D=IAIL It 1s a f tI�18ar��r unless acting CONTRACTOR TO VERIFY IN FIELD under tfi o itect,to alter _ _ EACH WAY _ EACH WAY 1 1 I 1 9 an Item Ina a the seal of an archite' i 0 his Itemcthe seal and the notation"altered shall affix to I I ,s lite -—- -—-—-—.—--�.—I I �-1 I I 1 y his signature and the date of such alteration,1landea -- specific description of the alteration. HSS I 1 I HSS �- STEEL BEAM POCKET TYP. I Q } I I -1N -1N q 5"x5"x5X6' , 5"x5"Ag, COORDINATE WITH STEEL Q Q Q S N I I 1 COLUMN 1 1 COLUMN 1 FROM FRAMING PLANS,FULLY I I } ( I iv T�P` COL_IJ I I I �l D T A I�., 1 I I I I I FILL VOIDS WITH N.S.GROUT 15'-(D-" 4'-0 2'-5' F - = - 3/ II n 4 1 4 1 z ° I I -- SCALE: 4 = 1 -r� CV ~ � LI - - - J L — J9�2' I I 1 L _ — _ 1 d) I , i � Q0 I L _ _ � c, Z 10 T.O. WALL 4 -0 1 I 1 -tit I 16.69' I I J / j~� u f 0 ;n I T.O. WALL w J 1 I WINDOW SILL Q EL. 8.75% 21" s ABOVE SLAB a I I , ] EGRES$ I in I I WELL ( I STEEL BEAM POCKET TYP. COORDINATE WITH STEEL ' cv FROM FRAMING PLANS,FULLY I I ►� �] N ' FILL VOIDS WITH N.S.GROUT ' I I �- * -- - - - - - - - - - - •,. � 1 I � 111 _ill � � � I I 1 I I E T.O. WALL LINEXGAVATED fro. I FILL WITH COMPACTED rn SAND 4 GRAVEL I 1 l 1 I T.O. WALL 15•�0 1 I= 1 I I I I I STEEL BEAM REFER TO FIRST g" FLOOR FRAMING PLAN II ProIlect Title: i 1 4" FOUR CONCRETE SLAB (3,50m PSI) 1 I I I I 1 3�8" FULL HEIGHT WELDED STIFFENEIR B.S. OF BEAM 1 -O BROADWATERS T.O. WALL I I REINFO� Im T.O. WALL II CENTERED OvER BEARING PLATE 1'-� I' ROAD 15.-10' MIL POL-D W/ 6x6 /im W.W.M.WWM OVER 6 — — — I :THYLENE VAPOR BARRIER I — I5.WOA 1 I I s.. I II T.O. WALL IXXXXXXXXX n n II 16.00 — 1i2 x5 x12 BEARING PLATE T J-- - - - - - - - - - - - - -� — — — — — — — — — — — — I -r' -{�'- — Drawing Title: ` L — — — — — — — — — — — — — — — � loll 1" MAX. H.S. NON-SHRINK GROUT TO LEVEL FOUNDATION PLAN & DETAILS (2) SiBll� S.S. OR GALV. THREADED RODS @ 12" O.C. 43'-II' (CENTERED ABOUT fR) THROUGH L"cP HOLES IN BEARING E W1 12" MIN. EMBED Project 9: 5"le: 1000-104-10-5 As Noted F0 JN[D ,47 I ON PLAN lO" CONCRETE WALL Date: Sheet A: M September 28, 2023 x of X SCALE 1/4" = 1'-0" 5heet: NOTE: 2 0 1 2 4 O NOT BACKI=ILL AGAINST FOUNDATION WALLS T*' 'F I CAL BEAM POCKET S — 1 0 0 . 0 0 UNTIL FIRST FLOOR FRAMING 15 COMFLETEL-T' SCALE: 11/2 it = 1'-0II INSTALLED - 2"x12" TREATED L.B.— L__--___ ___i SIMPSON HOLD DOWN a) - /2"� LAC-c BOLTS, MIN 5" LONGW/ I/2" THREADED ROD I------------ a 6 10 O.C. STAGGERED -- -------------------- ---------------� ~------------� � 6x6 6x6 6x6 � 5" MIN. v � ri 1 ------ ----J m TREATED TREATED TREATED �- I �, I � "-' Ulm _� POST POST POST _ - - - - - - o- - - - - - - - -� — - - - - - -o- (2)2x10HDR (ox6 (3)2x12C=IRDER (3)2x12 CsIRDER l3)2x12 GIRDER �" lm" 0 \ W G I T EATED - Q u I 7' 10" "'-10" 7'-10" 1'-roll c - \\ �� o U 1 l0" \ / inILI�— \ , I S I III/a" TJI 560 F_J. co g 16" D.C. SIMPSON HOLD DOWN PLYWOOD SHEATHING \\ VAULTED �� N a. a CEILINCx m O o U 1 6 p p p W/ I/2" THREADED ROD a a BAND JOIST \\ �/ rn to I N _x 15'-511 ° (2) 2"x SILL PLATE \>L r� a N- _ N 5OLT f=ATTERN SECTION I ' a JOIST HANGER /' \\ *C11n 1-1/4" DECKING I Z13 I > 2"xl2" D.J. 6 16" O.C. ,� \ i m D C< L IDG DETAIL a \ 21-mil 21-�II ' V - HOLD DOWN W/ 1/2" THREADED ROD Z / \ MAX. FOR LATERAL SUPPORT (SEE DETAILJ MAX. 131_51 ' / Q J SCALE: 1" = 1'-�" � �'' \\\. x > IN 2x12 L.B. BOLTED TO RIM BOARD W/ 1/2"O LACE BOLTS A 10" O.C. STAGGERED 01 (2) il�/a LVL HDR C2) Ili/8 LVL HDR _ (2)lliie" F.J. - I " I VI Ii'1/8" TJI 560 F.J. a 16 OG 0 _ 111/ " TJ �roo F.J. p 0 '� 4� p O O �� @ 1 8 i " D.G. cv I cx .—I xfjl 2141 m@ I x I I Q) 0 U N �� U .. POST S ENDS OS �j � r. 60"x6 VAB" P.C.FOOTING ® —-— __&_ — -—® I� N O W/(1)05 BAR m BOTTOM DOUBLE F.J. EACH WAY � CLO F - - - - � r 2x10LB. Q rl I O 1 II HSS ( NAILED it 04 14 -02 I TO WALL POST OST I 5"x5"x5/1�' POST POST THRU HRU F-�4 W 12 122 I — I W 12 x 22 I— COLUMN �— �—— R+ ----- ----- -- -- ------- — — —e- _ — — — — — — — — — — — x -� I — HSS I I I ✓I (2) 1' Cv J (2) I11/a LVL N U I511x5"xs/6'� I 2 �I m rn COLUMN I I I I 1 0.4� POS N L - J L - --J 1 1111 " TJI 560 F.J. Lo Q z 60 x60"x18 P.G.FOOTING 1 ]roll O_G. IW/CT)85 BAR e BOTTOM 1 (� EACH WAY u C @ Oka TJI 560 F.J. ------ II1-1/a" TJI 560 F.J. N 6 16" D.G. llv " TJI 560 F.J. DOUBLE P� Ct g 16" O.C. Q EtED AR i -I' 1 I 111 N C� ) C • I V I (9y� PE R�Rfp/�� 14 -0 14 -11- W ,�► > ' 14'-1041' 9 14'-0211 1 L 14'-24' 2 xI 2 xi -----P S7ENDSONFJ. f� ffI.._ - - - - --,- - - - - - - ; _ cv c� --------- - ® 2 n ------ ----------- pZ?5 r POST ll/ TJI 560 F.J. I \ , - 1ll/a n TJI 560 F.J. 1 2 '> ' N�► Q- il 11 II 11 II II 11 g lro" O.C. 6 16 O.C. 72 xl2 x18 P.G.FOOTING I -12 xl2 x18 P.C.FOOTING ^ i \\ / 'ram I It 15 a f tNby�r .unless acting W/ (8)"5 BAR A BOTTOM . W/ (8)15 BAR e BOTTOM — EAGH WAY — — EACH WAY Qr ANT. \ under th fecal to alter _ I 1 _ 3 \ / ^ an Item m a Fa g the seal of an 15'-l0 2' 2 \ / ' ' architect is alte g architect shall affix to 1 45 4 1 4 I \ / hls Item the seal and the notation"altered by"followed 0 _ DOUBLE F.J._UNDER PARALLEL WALL I \\ by his signature and the date of such alteration,and a I HSS I I SS n+ 1 - C� - -— \ / OST > specific descrlptlon of the alteration. 5„x511xFJ/I6,1 -IxS-"x-s� —- 1 COLUMN I I COLUMN —_ 1 8-04 A POST ' 1 \ OPEN TO BELOW / C (3) 11/8 LVL END SI POS I \\ �� i N 1' Q lli/8" TJI 560 F.J. 1 \ / 11 8 TJI 560 F.J. ' I I -----I-- I1� 9 16" O.G. 16" O.C. �� U dam' DOUBLE F.J. CD N 1 \\ N I @ I ----- Q I I'%" TJI 560 F.J. / PO [A _ ]roll D.C. 1 / \ Q r iy i OST 1 �� \ s LJ c_v . 3 14'-8411 Q 2'-24"-�' �/ \\ 04 ~t1 -i1-' �+ POST PO i / \ OST v� m 4 tHRU -—-—-P T ENDS ON F.J. EN _Q CANT. I // \\ HRU POST)®N 1 T ll�ig" TJI 560 F.J. 1 � I 2 C3) Ihi V W/ (I) 1/ " STEELATE t'O OST I /' \\_ ry d � 16" O.C• - - ... - - - - - - - - - - EN --- --- DOUBLE F.J. Z (Jd > — — — — — — — — — — ----- ------- --- � ' (2) lli/g LVL LE FJ. OST (2) IP/a LVL , POST PO j� V Q I1�/ " TJI 560 F.J. 'J THRU fz 9 16 O.G. TJI 5ro0 F.J. I 14'-62" 16" O.C. POST POST THRU OST THE ® ® ® ®THRU THRU® u ® n 0 �j (2)2x8 HDR (2)2x10 HDR (2)2x8 HDR ill —I t —ItY 111 6 z" ill/B" TJI 560 F.J. � �' 2x10 FJ. 6 12" O.G. 0 = `eO fX x T.O. SUBFLOOR v Q EL. 2166' (2)2 X12 R.B. Project Title: a ' ' BROADWATERS III- 1�- 1=�.IJ_7-�IJ_7_=Z _ III- 1�ZI17_Z_-Z-7 - J_7_�IJ_7_- ROAD 1 (3)2x10 HDR SCUPPER TO (3)2x10 HDR D ROOF BELOW W Drawing Title: FIRST & SECOND FLOOR FRAMING BEARING WALL BELOW PLANS EXT. OPENING 4 WINDOW HDR SCNDUL ��Z11�� BLOCK SOLID UNDER BEARING WALL CLEAR SPAN HEADER SIZE ® POST R502 7 LATERAL RESTRAINT AT SUPPORTS UP TO 4'-0" 3-)�" x S42" L.VL 0 POST ENDS Project M: 5cale: R502.7 LATERAL RESTRAINT AT SUPPORTS UP TO w-0" 3 Y, x II-V L.VL OR 5 Y4"x S-'L.VL 1000-104-10-5 As Noted Trusses, structural composite lumber, structural glued-laminatedmbers and I-joists � — — — � ENGINEERED LUMBER Trusses, structural composite lumber, structural glued-laminated members and I-joists shall be supported laterally as required by the manufacturer's rvmmendations. UP7oV-0" 5Y4" x 11-V L.VL shall be supported lateral) as required b the manufacturer's recommendations. DIMENSIONAL LUMBER pp y q y Date: 5heetN: NOTE: USE THIS TABLE IF HDR NOT NOTED R502.'1.1 BRIDGING R502.7.1 BRIDGING ------- ENGINEERED JOIST September 28, 2023 x of X Trusses, structural composite lumber, structural glued-laminated rrbers and I-joists Trusses, structural composite lumber, structural glued-laminated members and I-jolsts OT T shall be supported laterally as required by the manufacturer's re.rmendations. ------- STEEL BEAM shall be supported laterally as required by the manufacturer's recommendations. sneer: FFi LUMBER «GTL oO �� � SPACING FLAN s - 101 . 0 0 SCALE 1/411 = 1'_0II SGALE 1/4" = i'-,all a� .y a) �; Q) � a) — — — — — — — — — — — — — — — — — — — — — — — — — Q) a. Q 0 � o � I I U _ 0 0 _ I I I � � \e L3 8 N <L v S Q) N ROOF BELOW a01 N a, o 2x10 R.R o aca 6l6" O.C. I I I 3 c co 2x10 R.R I a I' " O.G. I co Cc CO ,Q o00 � .� � n X - 1 BUILT UP ROOF CRICKET POST ENDS1 — — — — — — — — — — — — — (2)2x III 0 HDR POST a I BELOW 2x10 G.J. @ i 6 ]roll O.C. I I O N 2xI0 R.R I Ici g 16" O.G. -+-� (Y 1 2x10 R.R I_ a -w 16" O.G. I r- N I N I O ROOF DECK BELOW I I N �O LZ 15 -5 I 2� �� U O LZ POST I Q� THRU W POST I -I-, > BELOW O 1, 11 " O.C. 2x10 R.R I p pi 4 N 2 C2)2x10HDR POST POS a - - - - - - - - - - - - - - 16 O.C.O.G. � - - - . = 2x10R_R U U (2) I118" LVL U (2) 11' " LVL 0 g 16" O.G. R d I � o N I I I I o u o u o I 1 =1d I o 77\!7,x � � 2x1 J. I I I /J LO (2) z (2)2x10 I I I I ``z 14'-11" (2)2x12 POS I L - - - - - - - - - - - - --� �<< O � I Sign E Seal: 2x12 C.J. I I I tY U i 12" O.c. 2 x10 G.J. POST I I �iL POT S� QE R. 16 O.G. ENDS J 1 s BEoW J1 �Q �0�"9�� (2)e1/4u LVL I I N — m r (P ,Q�c Q I -� I ( ( It is a f to4by! r unless acting x under th i o itect,to alter 20'-'�' 10'-9 r�0 I I ^� 1 I an item m a* a Fr♦� g the seal of an architect is alte g architect shall affix to his Item the seal and the notation"altered by'followed (2)2x10 I . I I I by his signature and the date of such alteration,and a specific description of the alteration. z ATTI CUTT POST POST I I I I1 POST (2) IliLvL R.B. POST 2�10 R.R (2)2x1 OST ENDS ENDS BELOW ELOW I 6 16" O.G. 2xJ0 J l2) 14 LvL W/ '1/2" STEEL PLATE 2x10 C.J. I I 2xi0 R.R 2 11 0 . OS 16" O.G. I I I 16 O.G. - 2x12C.J. POST \Q �/J L - - - - -L — � J N � 12 O.C. < ODa N I I Z a N I I jh X IL V POST OS7 PO POS BELOW W S POST N I BELOW POST ^� POST r POST ENDS ENDS I v J _ 0 U (3)e/4" L L (2)el/4' VL I N I Q I 2x12 G J. OST a 12" O.C. POS (2)2x12 1} 2X10 G.J. 16" D.G. N 'OST (3)2x10 OST OST (3)2x10 POS 0. 1 - - - - - - - - - - - - (2x10 HDR (2)2x10 HDR (2)2X10 HDR -i -� 2x10 R.R :aP I 2x10 RR �m I z 16" O.C. I € 2x8 C.J 2x8 G.J 16 O.G. 2x10 R-R I 2x10 R.R 16" O.G. U 16" O.G. I " O.G. 2x8 CJ �j 2x8 C.J �'-52' ro x x a16" D. � � � 16" O.C. N O.X - � � � - N I I Protect T tic: POST POST I POST I I POST BROADWATERS ENDS ENDS BELOW BELOW ROAD - - - - - - - - - - - - - - - - - - - - - - - - - - - - (3)2x10 HDR (3)2x10 HDR Drawing TOe: CEILING JOIST & ROOF BEARING WALL BELOW EXT. OPENING ¢ WINDOW HDR SCHEDULE ��LII7 L-2 BLOCK SOLID UNDER BEARING WALL FRAMING PLANS CLEAR SPAN HEADER SIZE 0 POST R5021 LATERAL RESTRAINT AT SUPPORTS UP TO W-m" 3-Y2" x S-X" L.V.L 0 POST ENDS Trusses, structural composite lumber, structural glued-laminated Mbers and I-joists UP TO W-m" 34P x II-V LVL OR 5 Y4' x 9-X"LVL ..� — ENGINF'FR EZ) LUMBER TYPICAL PLATE HEIGHT: 9'-O" UNLESS OTHERWISE NOTED Project scale: 1000-104-10-5 A Noted shall be supported laterally as required by the manufacturer's r� d mmenatIons. UP TO8'-0" 574" X 11-V L.VL DIMENSIONAL LUMBER PROVIDE CONTINUOUS PROVIDE COPPER PROVIDE CONTINUOUS Date: Shec et A: R502.1.1 BRIDGING NOTE: USE THIS TABLE IF HDR NOT NOTED — Trusses, structural composite lumber, structural glued-laminated mbers and 1-joists ---- - ENGINEERED JOIST VENTINGALL FLASHINGAT ALL VALLEYS ICE 4 WATER SHIELDS shall be supported laterally as required by the manufacturer's recnmendations. -—-—-— STEEL BEAM RIDGES d SOFFITS AND ROOF BREAKS AT ALL EAVES September 28, 2023 X or x Sheet: LUMBER C I L I N J 015 T F ,� 1 `- FLAB SPACING s — 10 � SCALE 114" = 1'-m" SCALE 1/4" 1'-0"