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Home My WebLink About46966-Z �oNOSHFFQ� ~Iy . Town of Southold 2/12/2023 P.O.Box 1179 .0 53095 Main Rd oy�j0 ,ao�` Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43844 Date: 2/12/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1565 Reydon Dr, Southold SCTM#: 473889 Sec/Block/Lot: 80.-2-16 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/15/2021 pursuant to which Building Permit No. 46966 dated 10/14/2021 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single-family dwelling with unfinished basement,covered porch and deck as applied for. The certificate is issued to Herrmann,Barbara of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-1044 11/21/2022 ELECTRICAL CERTIFICATE NO. 46966 1/27/2023 PLUMBERS CERTIFICATION DATED 1/26/2022T o nicaro A orize ig ature sy TOWN OF SOUTHOLD ��o�g�FFOt�cD� BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy . 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#: 46966 Date: 10/14/2021 Permission is hereby granted to: Herrmann, Barbara 619 Derby Dr E Oceanside, NY 11572 To: demolish existing dwelling and reconstruct a new single-family dwelling as applied for per SCHD approval. At premises located at: 1565 Reydon Dr, Southold SCTM #473889 Sec/Block/Lot# 80.-2-16 Pursuant to application dated 9/15/2021 and approved by the Building Inspector. To expire on 4/15/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,559.60 CERTIFICATE OF OCCUPANCY $50.00 DEMOLITION $522.70 Total: $2,132.30 Bui inspector TOWN OF SOUTHOLD o gOFfod o BUILDING DEPARTMENT TOWN CLERK'S OFFICE 51 • �g SOUTHOLD, NY ��ol � Sao f 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 #: 46928 Date: 10/6/2021 Permission is hereby granted to: Herrmann, Barbara 619 Derby Dr E Oceanside, NY 11572 To: 100A overhead electric service. At premises located at: \ / 1565 Reydon Dr., Southold Y -- Ll 0 (o to SCTM #473889 Sec/Block/Lot# 80.-2-16 Pursuant to application dated 10/6/2021 and approved by the Building Inspector. To expire on 4/7/2023. Fees: ELECTRIC $85.00 Total: $85.00 Building Inspector pF SO(/r�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlinCD-town.southold.ny.us Southold,NY 11971-0959 QIyCOUn�,�a BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Barbara Herrmann Address: 1566 Reydon Dr city:Southold st: NY zip: 11971 Building Permit#: 46966 Section: 80 Block: 2 Lot: 16 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Interphase Electric License No: 56831 ME 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 Mats 2 Duplec Recpt 42 Ceiling Fixtures 12 Bath Exhaust Fan 4 Service 3 ph Hot Water Gas GFCI Recpt 11 Wall Fixtures 12 Smoke Detectors 4 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 26 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt 50A Ceiling Fan 3 Combo Smoke/CO 3 Transfer Switch UC Lights $puck Dryer Recpt 3Qq Emergency Strobe Heat Detectors Disconnect Switches 1 34 6"LED $ Exit Fixtures Sump Pump Other Equipment: Fridge, Oven, DW, W/D, Hood, Micro Notes: New Two Story Inspector Signature: Date.Date: January 27, 2023 S. Devlin-Cert Electrical Compliance Form , %pF SOl�. Town Hall Annex ,pt, .y4, Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Q '� �yCOUNT`(,�� ) Ir7 I: BUILDING DEPARTMENT FEB o 3 2022 D TOWN"OF SOUTHOLD BUILDING DEPT. TOWN OF SOUTHOLD CERTIFICATION Date: D�� 1 � Building Permit No. '� (� !Q(® b Owner: burbo (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. . LLt,� ��/1tilLlCevt-rb (Plumbers Signature) Sworn to before me this, Y day of r 20� C Joanle Barton Notary Public, Nota�y Public-State of New York L%gWI0 BA6249051 Qualified In Nassau County My Commission Expries Oct 3,201 �1 UTyo # # TOWN OF SOUTHOLD BUILDING DEPT. urm, 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] UNDATION 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 REMARKS: DATE + �2 2022 INSPECTOR �O�aOF SOI/Tholo TOWN OF SOUTH OLD BUILDING-DEPT.. 765-1802 INSPECTION U ] FOUNDATION 1 ST ROUGH PLBG. [ ] FOUNDATION 2ND = [ Y ] -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 REMARKS: kJ4 �+ r.�ssr, 0,)k � DATE ?I �� Lo'L� INSPECTOR fog s # # TOWN OF SOUTHOLD BUILDING DEPT. `�rouxn ' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG.- [ ] FOUNDATION 2ND , [ ] INSULATION/CAULKING.. [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [. ] FIRE.RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION 1�10ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE I INSPECTOR FSO a0 UTyOIo * # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] UGH 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 REMA KS: vm oL5 A (@ t _ �09� � r - . fD��t< 6v fe��_ *_ p f DATE INSPECTOR ` ho�aoF souryo� 40 ( S� --- # TOWN OF SODTHOLD BUILDING D PT. `ycourm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION /[ ] PRE C/O [ ] RENTAL REMARKS: f![LAe& S IZY S e2i am f j DATE INSPECTOR SOUIyo�� --— -- -- C h T # TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL A10 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] DOE C/O [ ] RENTAL REMARKS: l G DATE I INSPECTOR Lk i Building Envelope and Duct Tightness Report •` 2020 Energy Conservation Construction Code of New York State Address of Test: 1565 Reydon Drive,Sou o „ Test Date: 1/11/2023 7 77 Building Permit#:' p'p 20?3CET ce Pathway: Prescriptive Testing completed by: David Maschke BUILDING DEPT Rater ID#: 2430490 Integrity Home Energy Assessm YNOFgnirr-InI r) NATE ID#: 8008195 68 North Paquatuck Avenue ICC ID#: 8261207 East Moriches, NY 11940 BPI ID#: 5005793 (631) 325-4006 Building Envelope Tightness Threshold: 2020 ECCCNYS ( 53.0 ACHSO) Volume Calculations: Check if: Floor Area Height Volume ❑ Conditioned Basement Basement 897 9.0 8,073 ❑Conditioned Crawl Space 1st 1,281 9.0 11,529 Sealed Attic 2nd 1,228 8.0 9,824 Sealed Attic 1,228 4.0 4,912 Total Volume: 34,338 Area Calculations: Floor Area: NA i Ceiling Area: NA Wall Area: NA Total Envelope Area: 0 CFM @ 50pa: 1049 CFM/ftZ: Air Changes/Hour @ 511.83 Code Compliance: Duct Tightness : Post Construction Test -Total Duct Leakage System#1: 1st Floor Duct Location: Conditioned Space Exception-Duct Test Not Required Floor Area: 1,281 Leakage: CFM @ 25pa: CFM/100 ftZ CFA: 0.00 Code Compliance: N/A System#2: 2nd Floor Duct Location: Conditioned Space Exception-Duct Test Not Required Floor Area: 1,228 Leakage: CFM @ 25pa: CFM/100 ftZ CFA: 0.00 Code Compliance: N/A Building envelope tightness has been verified using instruments and procedures specified in ASHRAE/ASTM E779 or ASTM E 1827 as required by the 2020 Energy Conservation Construction Code of New York State. The home is further certified to be in substantial compliance with Residential Chapter 4 of the 2020 Energy Conservation Construction Code of New York State. Signature: Date: 1/11/2023 g � David Maschke, Integrity Home Energy Assessments IHEA 1114 1565 Reydon Drive, Southold HVAC Load Calculations for Doug Herrmann 619 Derby Drive E Oceanside, NY 11572 n" wi .„.r.....,.�....v-. INTEGRITYYASsr=SSMENTS Prepared By: David Maschke Integrity Home Energy Assessments LLC 68 N Paquatuck Avenue E Moriches, NY 11940 (631)325-4006 Wednesday,July 28,2021 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2,and ACCA Manual D. Disclaimer The following pages summarize the heat gain and heat loss of the building using the ACCA Manual J8 calculation procedure. The calculations are based on the information given to Integrity Home Energy Assessments in the form of drawings, sketches,and interviews. In certain cases. Integrity Home Energy Assessments may make assumptions about design conditions that may or may not be accurate for the location of concern. It is the responsibility of the installing HVAC contractor to verify the design conditions before equipment purchase and installation. Any load calculations provided in the following pages are based upon information provided by the party submitting a particular project to Integrity Home Energy Assessments. Integrity Home Energy Assessments has not and does not independently verify that the data provided to Integrity Home Energy Assessments is correct or complete, and any calculations made by Integrity Home Energy Assessments are based upon the information provided by third parties. Integrity Home Energy Assessments makes no claim that the information given to us is correct or complete. Integrity Home Energy Assessments utilizes Elite RHVAC v.9 which is an ACCA Certified and ASHRAE recommended computer program to determine the heating and cooling loads presented in this report. If the information given'to Integrity Home Energy Assessments is accurate, and the building is built as per the plans submitted,then the load calculations presented in this report can be assumed to be accurate. A licensed mechanical contractor may use these calculations as a starting point in system sizing and selection. Integrity Home Energy Assessments does.not provide architectural or engineering plans or diagrams for the public or for use by contractors or construction companies as final "construction documents". Integrity Home Energy Assessments works with architectural and engineering firms and with contractors in connection with their designs of heating and air conditioning systems. Manual S calculations in this report are based on AHRI nominal equipment performance values. Actual performance must be calculated from manufacturer expanded performance tables using proper design conditions. The Duct Size Preview report is for reference only and is not a substitute for a proper Manual D,nor should it be used for the calculation of a proper Manual D. Final HVAC sizing and selection should be done by a licensed HVAC contractor. Many factors beyond the scope of this report must be considered prior to final system selection and design, such as: exact equipment availability and selections, system controls and location of controls, system air distribution and cycling. Uniform Building Code requirements,Uniform Mechanical Code requirements, and many other standard design conventions as listed by the American Society of Heating,Refrigeration, and Air Conditioning Engineers (ASHRAE). It is up to the installing HVAC contractor to properly install,test, and verify all components of the HVAC system. All installing HVAC contractors are expected to follow ACCA Standards 5 and 9 for quality HVAC equipment installation. Integrity Home Energy Assessments therefore assumes no liability for final equipment selection or final system design.Various modifications to the information provided to Integrity Home Energy Assessments may have occurred after this design support information was prepared,which would require that this design support information be modified in order to be accurate.After reviewing Integrity Home Energy Assessments' report, and prior to any system purchase or installation,please inform Integrity Home Energy Assessments in writing of any changes which may alter the assumptions and calculations contained in this report. [Rh en �I-,.", Reydon'htCoinrfi6r6Igd H�, "�L 'ads 51I!ii�S� 4�0 l36wI0p;b60t,`-age Inc. 1565 Dave Southold' �g 4ss =ast Mo N Project Report Project Title: 1565 Reydon Drive, Southold Project Date: Wednesday, July 28, 2021 Client Name: Doug Herrmann Client Address: 619 Derby Drive E Client City: Oceanside, NY 11572 Company Name: Integrity Home Energy Assessments LLC Company Representative: David Maschke Company Address: 68 N Paquatuck Avenue Company City: E Moriches, NY 11940 Company Phone: (631)325-4006 Company Fax: (631)492-2056 Company E-Mail Address: IHEA@optonline.net Company Comment: This report contains assumptions based on plans. Most internal loads.are intentionally omitted. Actual conditions should be verified prior to equipment selection. [,Desi gn:Data ....... Reference City: Westhampton, New York Building Orientation: Front door faces North Daily Temperature Range: Medium Latitude: 42 Degrees Elevation: 67 ft. Altitude Factor: 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 n/a n/a 70 n/a Summer: 83 71 56% 50% 75 30 Total Building Supply CFM: 820 CFM Per Square ft.: 0.327 Square ft.of Room Area: 2,511 Square ft. Per Ton: 1,196 Volume(ft3) 21,568 Total Heating Required Including Ventilation Air: 54,809 Btuh 54.809 MBH Total Sensible Gain: 18,903 Btuh 84 % Total Latent Gain: 3,685 Btuh 16 % Total Cooling Required Including Ventilation Air: 22,588 Btuh 1.88 Tons (Based On Sensible+ Latent) 2.10 Tons(Based On 75%Sensible Capacity) Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturers performance data at your design conditions. C:\Users\masch\Sync\Manual Js\1565 Reydon Drive.rh9 Wednesday, July 28,2021, 9:11 AM e.software Development,Inc. Rhvac Residential 11 Lrght Commercial HVAC Loads Elit Integrity Home"Energy Assessme": Reydon Drive,Southold; East"MoncFies,NY.,11940 t Pa e 3 Miscellaneous Report ..:....: ..__;� .. ._�...w- ....__'__... :_.._.v__ ,.-,�_,..4..,.:,.r........'fir-.;:+,...:,;,�,...., _ _ _..r-r,y.,-„�_.. - - - System 1 Whole House(zoned) Outdoor= Outdiior "'Outdoor (ridoor Irydoor.,� °:. "Gains In ut,Data ,;' DryBulb, ” ',WetJl3ulb, Rel:Hum . a,ReLHum,; ,.Dry Bulb Difference Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 Duct Sizin 'In ufs Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 0 ft./min 0 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Oatside:Air,` '777— _ Winter Summer Infiltration Specified: 0.485 AC/hr 0.210 AC/hr 174 CFM 75 CFM Infiltration Actual: 0.528 AC/hr 0,296 AC/hr Above Grade Volume: X 21.568 Cu.ft. X 21.568 Cu.ft. 11,390 Cu.ft./hr 6,385 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 190 CFM 106 CFM Total Building Ventilation: 0 CFM 0 CFM ---System 1-- Infiltration &Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.410 AC/hr(147 CFM), Construction:Average, Fireplaces: 2,27 CFM,Average Summer Infiltration Specified: 0.210 AC/hr(75 CFM), Construction:Average (Duct Load FactortScenari6s46r..System 1' ' °Attic Duct Duct Surface `: From �y Location., :Ceilm� Leaka�e Insulation Area T(�jMDD` _pe " Description:: _ 1 Supply Attic 16F 0.12 4.2 678 No 1 Return Attic 16F 0.12 4.2 502 No 1 C:\Users\masch\Sync\Manual Js\1565 Reydon Drive.rh9 Wednesday,July 28, 2021, 9:11 AM Rhvac'-:Residential 8 Li ht Cbads� ia-re-Devel6pmept,Inc. Pa66 4 Vo-ad Preview Report t2 Sen Lat Net Sen' SYS Duct Net Rec Loss� CFM Cig Act Size Scope Sys I'S Ton Ton /Ton Area Gain Gain Gain FM CFM CFM Building 1.88 2.10 1,196' 2,511, 18=' 3,685' 22,588, 54,809! 643, 820 820" 1.88 18,903, 3,685 22,W; 54,809, 820 10X16 Sysie 2.10- 1,196 2,511,L Supply Duct Latent 530' 530' Return Duct902, 975 1,877 5,441 P Zone I-Clg.:57%,Htg.:55% 1,282 10,912 1,182: 12,094- 27,205' 354f -49T 497 9x12 1-Kitchen/Dining 441, 5,236 312 5,548 7,911 103;,:.,-239; 239 3-6 2-Guest Room 178 1,625- 193. 1,818: 4,145' 54;•' 74' 74' 1-6 3-Guest Bath 98 334 1W 492; Z921 38 15 1-4 4-L4-Living Room 565, 3.717- 519, 4,236 12228' 159'.".169' 1692-6 Zone 2-Clg.:43%.Htg.:451/o 1,229 8,273 99T 9270 22,163 289� 377; 377 8x11 5-Bedroom 2 198, 2,055 217' 2,272, 4,471 58.•, 94,- 94, 1-6 6-Bedroom 3 198' 2,039 205 2244: 4294, W'� 93, 93 1-6 7-Bathroom 2 55; 189 364 225 878- 11, 9 91 1-4 8-Upp-er HalUStair 171 858' 26 884 1,134! 15 39 39 1-5 9-Master Bedroom 456 2,538! 3W 2,928, 8,847 115:,',`116� 116, 2-5 .1 O_Ma-ster WIC'L 57 277. 61!- 338 1,195 16'i"". 13, 1-4 11 Master Bath 94' 3% 62, 378' 1,344 17 --,.4: 14• 1-4 Sum of room airflows maybe greater than system airflow because system has multiple zones. C:\Users\masch\Sync\Manual Js\1565 Reydon Drive.rh9 Wednesday,July 28, 2021, 9:11 AM F�"' 8 Commercial HVAC Loads T Elite Solopmentcegrity HomeEnergy, 1565 Reytlon Dnve Southold ast.Moriches,NY,14940 >, r� Fa e,:5 Duct Size Preview Room or l Source Minimum Mabmum Rough. Design SP Duct Duct Htg Clg Act Duct Reg Duct Name Melodly �klocity Factor U100 Loss Velocity Length Flow Flow Flow Size Size System 1 Supply Runouts Zone 1 14QtchenlDining Built In 01 750- 0A1, 0.1 405 103 �..239i 239 3-6_ 2-Cwest Room J Wilt-in. 0 750 0.01 OA' 377.1 54 74 1-6 3-Guest Bath Built-In 0 750, 0.01 0.1, 174.6, 38 ,^ '15 15: 1-4= 4-Living Room Built-in 0' 750 0.01 0.1 4312 159 169 169' 2-6 zone 2 5-Bedroom 2 Built-in 0, 750 0.01 0.1 477 58 941 94 1-6. � 6 Bedroom 3 Built-In 0 750 0.01 0.1 4732: 56 93 i 93 1-6 7-Bathroom2 Built-In 0 750 0.01' 0.1: 98.7; 11 :•::.91 9. 1 4: 8-Upper HaIVSt air Built-In 0' 750 0.01` 0.1 286.7 15 _391 39, 1-5 ster Bedroom Built In 0 750 0.01 0.1; 424' 115 116 116 2-5 _ 9-Ma asterWICL Built-in 07 750 0.01, 0.1 144.8 16 1 13 1-4 11-Master Bath Built-in 0 _.- _ 750 0.01 0.1 164.9 17�°'�µ�4�j 14 1-4 oiherDucts in System 1 _ Supply Main Trunk Built-in 0: 900" 0.003 0.1 7382, 643 .820; 820 10x16 _ Summary System 1 i Heating Flow. 643 Cooling Flow: 820 C:\Users\masch\Sync\Manual Js\1565 Reydon Drive.rh9 Wednesday, July 28, 2021, 9:11 AM :Rhvac-.Residential 8�Llgiit Commercial HVAC Loads Elite,Software,Development,Inc: Integnty,Home Energy Assessme" 7565.Reydori'Drive,Southold East Moriches;NY` 11940, . , = ° ,` Page 6 r Total Building Summary Loads - - - - Com"orient: 'Sen' Total, P i G Ga in ri •oss' Gan. Descri tion ua 'L :Q Andersen SGD. Glazing-Andersen SGD, U-value 0.3, 48 864 0 635 635 SHGC 0.25 Andersen DH: Glazing-Andersen DH .30/.31, U-value 217 3,909 0 5,775 5,775 0.3, SHGC 0.3 Andersen 400 CAS ng: Glazing-Andersen 400 series 76.7 1,288 0 2,477 2,477 CAS .28/.32 no grills, U-value 0.28, SHGC 0.32 Andersen 400 AWN: Glazing-Andersen 400 series AWN 9.7 163 0 172 172 .28/.32, U-value 0.28, SHGC 0.32 Andersen FWD: Glazing-Andersen FWD and SGD, 24.7 474 0 99 99 outdoor insect screen with 100%coverage, light color drapes with medium weave with 50%coverage, U-value 0.32, SHGC 0.24 12F-Osw: Wall-Frame, R-21 insulation in 2 x 6 stud 2172.3 8,473 0 1,173 1,173 cavity, no board insulation, siding finish,wood studs, U-value 0.065 18A1-34c: Roof/Ceiling-Roof Joists Between Roof Deck 1664 3,194 0 1,013 1,013 and Ceiling or Foam Encapsulated Roof Joists, Spray Foam Insulation, Dark or Bold-Color Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, R-34 closed cell 2 lb.spray foam, 5.5 inches in 2 x 6 joist cavity, 1 inch on joist, U-value 0.032 19A1-31cr-c: Floor-Over enclosed crawl space, No 1282 3,261 0 307 307 insulation on exposed walls, sealed or vented space, spray foam insulation, radiant, R-31 closed cell 2 Ib. spray foam, 5 inches in 2 x 10 joist cavity, carpet covering, U-value 0.036 Subtotals for structure: 21,626 0 11,651 11,651 People: 0 0 0 0 Equipment: 0 1,658 1,658 Lighting: 0 0 0 Ductwork: 20,686 1,506 4,658 6,164 Infiltration:Winter CFM: 190, Summer CFM: 106 12,497 2,179 936 3,115 Ventilation:Winter CFM: 0, Summer CFM: 0 0 0 0 0 Exhaust:Winter CFM: 75, Summer CFM: 75 Total Building Load Totals: 54,809 3,685 18,903 22,588 Che k Fi ures.- c Total Building Supply CFM: 820 CFM Per Square ft.: 0.327 Square ft.of Room Area: 2,511 Square ft. Per Ton: 1,196 Volume(W): 21,568 BuildirI .Loads Total Heating Required Including Ventilation Air: 54,809 Btuh 54.809 MBH Total Sensible Gain: 18,903 Btuh 84 % Total Latent Gain: 3,685 Btuh 16 % Total-Cooling Required Including Ventilation Air: 22,588 Btuh 1.88 Tons(Based On Sensible+ Latent) 2.10 Tons (Based On 75%Sensible Capacity) Notes G - Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. ,Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\masch\Sync\Manual Js\1565 Reydon Drive.rh9 Wednesday,July 28, 2021, 9:11 AM ^ ` ^ C:\Users\masch\Sync\Manual Jo\ 585 Reydon DriverhG Wednesday, July 28, 2021. 9L11AM - , Rhvac,-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. In4egnty..Home Energy Assessme", 1565 Reydon'Drive,Southold E st M'ri s`N. 1194 �•'. P.a e.8 a oche Y 0', System 1 Room Load Summary -- - - - - tgRun.. `Run-...;, -Glg '"C(g N(in _..Act Room. Area. Sens Htg.,:f,; 'Dust. ;•Duct Sens . Lat Clg, •Sys No :'Name, . :SF Btuh,. ; °,CFM Size. :Vel: "Btuh Btuh CFM. CFM: ---Zone 1-- 1 Kitchen/Dining 441 7,911 103 3-6 405 5,236 312 239 239 2 Guest Room 178 4,145 54 1-6 377 1,625 193 74 74 3 Guest Bath 98 2,921 38 1-4 175 334 158 15 15 - -4- Living Room -- - - - ---565 - 12,228 - -159 - --2-6 - -431-- - 3,717--- 51.9- --- --169 - 169 Zone 1 subtotal 1,282 27,205 354 10,912 1,182 497 497 ---Zone 2-- 5 Bedroom 2 198 4,471 58 1-6 477 2,055 217 94 94 6 Bedroom 3 198 4,294 56 1-6 473 2,039 205 93 93 7 Bathroom 2 55 878 11 1-4 99 189 36 9 9 8 Upper Hall/Stair 171 1,134 15 1-5 287 858 26 39 39 9 Master Bedroom 456 8,847 115 2-5 424 2,538 390 116 116 10 Master WICL 57 1,195 16 1-4 145 277 61 13 13 11 Master Bath 94 1,344 17 1-4 165 316 62 14 14 -- -- -- -- -- -- - -- -- - --- - ----- ----- ----- - -- -- - Zone 2 subtotal 1,229 22,163 289 8,273 997 377 377 Duct Latent 530 Return Duct 5,441 902 975 System 1 total 2,511 54,809 643 18,903 3,685 820 _820 System 1 Main Trunk Size: 10x16 in. Velocity: 738 ft./min Loss per 100 ft.: 0.094 in.wg Note: Since the system is multizone,the Peak Fenestration Gain Procedure was used to determine glass sensible gains at the room and zone levels, so the sums of the zone sensible gains and airflows for cooling shown above are not intended to equal the totals at the system level. Room and zone sensible gains and cooling CFM values are for the hour in which the glass sensible gain for the zone is at its peak. Sensible gains at the system level are based on the"Average Load Procedure+ Excursion" method. "Conlin' S stem Summa - - Sensible.:' ;. -:,-:,, :-_:Latent ._: -. ;'Tota[ Cooling Sensible/Latent. Split Btuh Btuh Btuh Net Required: 1.88 84%/16% 18,903 3,685 22,588 Recommended: 2.10 75%/25% 18,903 6,301 25,204 Actual: 2.35 75%/25% 21,150 7,050 28,200 Equipment Data Heating System Cooling System Type: Natural Gas Boiler Standard Air Conditioner Model: NCB-240E 24ACC630A*030* Indoor Model: FV4CN(B,F)003L Brand: NAVIEN PERFORMANCE 16 AC Description: Natural Gas or Propane Boiler Efficiency: 95 AFUE 16 SEER Sound: 0 0 Capacity: 112,000 Btuh 28,200 Btuh Adjusted Capacity: n/a 28,200 Btuh Sensible Capacity: n/a 21,150 Btuh Adjusted Sensible Capacity: n/a 21,150 Btuh Latent Capacity: n/a 7,050 Btuh Adjusted Latent Capacity: n/a 7,050 Btuh AHRI Reference No.: n/a 9178717 This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB:83F, SOWB: 71F,WODB: 10F, SIDB: 75F, SIRH: 50%,WIDB: 70F, Sen.gain: 18,903 Btuh, Lat. gain: 3,685 Btuh, Sen. loss: 54,809 Btuh, Entering clg. coil DB: 76F, Entering clg. coil WB: 62.8F, Entering htg.coil DB: 62.3F, Clg. coil TD:20F, Htg. coil TD: 70F, Req. c1g.airflow: 820 CFM, Req. htg. airflow: 643 CFM C:\Users\masch\Sync\Manual Js\1565 Reydon Drive.rh9 Wednesday,July 28, 2021, 9:11 AM 3/29/2 ,9:12 PM Gmail-TDS &ta Nexseall" 2.0 LE i Spray Foam Insulation , Division 7: Thermal & Moisture Protection '»' polyurethane system: Product Description: ASTM E-84• Nexsealm 2.0 LE spray foam insulation is a spray-applied, two Nexseal' 2.0 LE spray foam is an ASTM E-84 (NFPA 255 component, closed cell polyurethane foam insulation system UL723)class 1(Class A)spray foam insulation. compliant with ASTM C-1029 Type II foams. The product is Flame Spread Index<25 formed by the reaction of proprietary resin blend and polymeric Smoke Developed index<450 methylene diphenyl diisocyanate.The resin blend is comprised of Thickness 4 inches Polyols,additives,fire retardants and Solstice LBA by Honeywell, which is based on hydrofluoroolefin (HFO) technology. The These numerical flame spread values are not a true reflectia proprietary system is specially formulated to reduce reaction on how this or any material will perform in actual fir, exotherm during application and provide improved dimensional conditions. stability. Thermal Barriers: The spray applied nature of Nexseal" 2.0 LE spray foam allows Nexseal' 2.0 LE spray foam must be separated from the the material to flow into voids and seal cracks, expanding to interior of the building (occupied space) by an approved 1! form a monolithic structure with high R-value (resistance to minute thermal barrier such as%"inch gypsum board or othe heat flow). Nexseal'm 2.0 LE spray foam can form various equivalent material. Consult local building codes fo control layers for buildings and structures: insulation, air requirements and restrictions. barrier,moisture retarder and weather barrier. Product Uses: Chemical Attributes: Cold Storage Walls Attics Crawlspaces Tanks Pipe Insulation Component Viscosity(25°C) Density Exterior Applications Ducts Foundations Isocyante 200 cps 10.3 lbs/gal Concrete Slab Resin 700 cps 10.3 lbs/gal Typical Physical Attributes: Propertyt Test Method Value Apparent Density ASTM D-1622 2 lbs/ft'(nominal) R-value(aged) ASTM C-518 7.2 R/in Compressive Strength ASTM D-1621 nom. 25 lbs/int Tensile StrengthASTM D-1623 nom. 50 lbs/in z Closed Cell Content ASTM D-6226 >90%(vol.) Water Absorption ASTM D-2842 <2% Water Vapor Permeance ASTM E-96 <2 perm-inches Fungi Resistance ASTM C-1338 No growth Flame Spread Index ASTM E-84 <25 Smoke Developed Index ASTM E-84 <450 Dimensional Stability,-20°F ASTM D-2126 <5%Change Dimensional Stability,+200'F ASTM D-2126 <10%Change Dimensional Stability,+158°F&100%RH ASTM D-2126 <10%Change Ignition Barrier ICC ES AC377 Appendix X Pass no coating Thermal Barrier N FPA 286 Pass DC315 89 ftZ/gal Global Warming Potential n/a 1 t These values are typical. Howe ver values will vary and should not be considered part of the product specifications. It is imperative that the trained applicator read and understand this technical datasheet and SDS to process the material correctly and understand environmental and eq!lIpment limitations. https.1/mail.google.com/mail/u/0/?i k=c36b84c249&view=pt&search=all&permthid=thread-f%3Al728674342559706102&simpl=msg-f%3AI 728674342... 3/4 3/29/22,9:12 PM Gmail-TDS Storage&Shelf Life: SPF Processing Parameters: Nexseali'"2.0 LE spray foam components have an optimal shelf Nexseal" 2.0 LE spray foam is designed to be applied by life of 6 months when stored in unopened containers at trained contractors using high pressure, plural component temperature between 50 — 707. Excessively high spray proportioners. The spray proportioner must be able to temperatures may reduce optimal shelf life. Store material at maintain the designed temperature and pressure for Nexseallm 70—907 for 48 hours prior to application of the product. 2.0 LE spray foa m products: Environmental Considerations: A/B/Hose Temperature 120-140°F iVexsealT" 2.0 LE spray foam insulation is available in two A/B Dynamic Pressure 1000-1500 lbs/in' grades for various environmental conditions: Optimal spray settings will vary with proportioner, hose dimensions, gun configuration and ambient conditions. It is AMBIENT&SUBSTRATE critical for sprayers to understand the limitations associated TEMPERATURE with their equipment. Regular Winter Pass thickness: 50-1107 30-80°F Nexseal'"2.0 LE spray foam should be applied at a minimum thickness of%Z inch and a maximum thickness of 4 inches. If Wind speeds in excess of 10 mph may cause loss of exotherm greater than 4 inch thickness is desired,sprayers should wait a or cause overspray onto adjacent objects or structures. It may minimum of 10 minutes between passes. For substrates with be necessary to use wind screens. sensitivity to heat like plastic or metal,tests should be done to understand the effect of the SPF exotherm on the material. In Substrate Preparation: some cases putting on a flash coat first is recommended to All surfaces must be clean and dry, free of dirt, oil, solvents, prevent any adverse effects on the substrates. grease and loose particles for optimal adhesion. Nexseali"12.0 Safety and Handling Information: LE spray foam bonds tenaciously to most clean substrates. Moisture content of wood products should be < 18% and It is critical to read and become familiar with the Safety concrete must age at least 28 days before application of Datasheets prior to working with Nexseali" 2.0 LE spray foam Nexseal'"° 2.0 LE spray foam can occur. Consult SES Foam for liquid components. During application respiratory protection specific recommendations on primers or substrates. is required for the applicator and bystanders or helpers. For more information consult Safety Datasheets, Service Temperature: www.sesfoam.com,or www.spraypolyurethane.org NexseaIT" 2.0 LE spray foam insulation is designed to be used in ambient temperatures from -40°F and 2007, 2207 intermittent. It is strongly recommended that test sprays be conducted before installation for use in extreme temperatures. The descriptions,data,designs and information contained herein are presented in good faith and believed to be accurate. This information is provided for guidance ONLY.Many factors will affect the processing or application of SES Foam LLC products,it is necessary that you make tests to determine ultimate suitability for SES Foam LLC products for your particular application. No warranties of any kind,either expressed or implied,including Warranties of merchantability or fitness for a particular purpose,are made regarding products described,data or designs presented. In no case shall the descriptions, information,data or designs provided be considered a part of our terms and conditions of sale. All information and technical assistance is given without warranty or guarantee and is subject to change without notice. You expressly agree to release SES Foam LLC from all liability in tort or contract based on the technical information provided. All such information is accepted at your own risk. https:Hmail.google.com/mail/u/0/?ik=c36b84c249&view=pt&search=ali&perTnthid=thread-f/*3Al 728674342559706102&simpl=msg-f%3A1728674342... 2/4 L/61,66 CMC DESIGN ARCHITECT, P.C. RFr GARY LENHART,R.A. DEC _ 2 2021 ONE BROADCAST PLAZA ' SUITE 222 BUILDiNG DEi MERRICK,NEW YORK 11566 TOWN OF SOUTHOLD 516-378-9000 November 30, 2021 Michael J. Verity Chief Building Inspector Town Hall Annex Building 54375 Route 25 Southold,NY 11971 RE: 1565 Reydon Drive Southold,NY 11971 Barbara&Doug Herrmann Dear Mr. Verity, This is to certify that based upon visual inspection the new reinforced concrete work performed at the existing and modified foundation of the above referenced dwelling conforms to the plans and specifications as approved by the Town of Southold. The attached photographs are submitted in support of this certification. I hope this information is suitable. If you require anything more please contact this office. Sincerely, C.,SRpDE A�y�T� Gary Lenhart, R. A. Q`�';�PP� Nyg9�•°�y rm Eco-Tec. INSULATION. ' TECHNOLOGIES "For A Greener,Healthier Home...Go FOAM!" 3/29/22 To: Herman Residence From:Anthony Roldes Re: 1565 Reydon Southold,NY Insulation Affidavit Project Name: Herman Residence 1565 Reydon Southold, NY To Whom it May Concern; This is to certify that the above project was insulated by EcoTec Sustainable LLC in March of 2022. Closed cell foam was manufactured by SES NEXSEAL HFO and follows spec R-value per plan . We have attached product spec sheet as well as R-value list and depths to achieve stated Rvalue. Our company workmanship warranty for our renovation projects is 2 year. Manufacturer also has limited lifetime warranty. SES NEXSEAL HFO R value=7-7.4 per inch Area: Product Used Depth/R value Roo.f line closed cell foam R38 5.25"avg Ext Walls/Gables closed cell foam R213"avg Basement Ceiling-later phase We appreciate the opportunity to participate with this project Anthony Roides VP Project Mgr Co' ec' f �} INS T1 �1 Al "ForA Greener,Healthier Home...Go FOAM!" 6/28/22 To: Herman Residence From:Anthony Roides Re: 1565 Reydon Southold,NY Insulation Affidavit Project Name: Herman Residence 1565 Reydon Southold,NY To Whom it May Concern; This is to certify that the above project was insulated by EcoTec Sustainable LLC in May of 2022. Open cell foam was manufactured by Huntsman Sealection 500 and follows spec R-value per plan . We have attached product spec sheet os well as R-value list and depths to achieve stated Rvalue. Our company workmanship warranty for our renovation projects is 2 year. Manufacturer also has limited lifetime warranty. Area: Product Used Depth/R value Subfloor Open cell foam R21 6"avg We appreciate the opportunity to participate with this project. Anthony Roides VP Project Mgr CMC DESIGN ARCHITECT, P.C. GARY LENHART,R.A. P.O. BOX 670 LEVITTOWN,NY .11756-0670 516-378-9000 June 30, 2022 JUL 2 0 2022 1 Michael J. Verity gUiL OING DEPT. Chief Building Inspector 70WN OF SOUTHOLD Town Hall Annex Building 54375 Route 25 Southold, NY 11971 RE: 1565 Reydon Drive Southold, NY 11971 Barbara & Doug Herrmann Dear Mr. Verity, This is to advise you that the insulation installed at the floor framing of the first floor at the above captioned project has been changed from that specified on the approved plans. The R-value indicated on the approved plans was shown as R-32. The R-value installed was R-21 (6" average open cell foam as certified by Eco-Tec Sustainable LLC, the installer). The enclosed updated REScheck form demonstrates that the change in the R- value of the floor insulation passes the compliance requirements of the 2018 IECC. I hope this information is suitable. ,If you require anything more please contact this office. Sincerely, IsRE``Ii11111D1/�� DFN cy��F h'y G Gary'enhart, R. A. . • 1 BARBARA&DOUG HERRMANN 1565 REYDON DRIVE,SOUTHOLD 7 1 a�•rr ��•-a - n is � i• � �- - �� `:. I Y � >' � '-�.1 �' _'4 �' w✓ s". � rt all— 7 �s r ' Ind .:'.K � e�� I +Y "�'K•Y I :k-,'#. mow, _r dQ' �1\111111/I/ 5 � �� •�ERED qq �� 02176. Ax-77 OF N ♦r— � r 111 111 11� a. - 5,+�'k l , CMC DESIGN ARCHITECT, P.C. PHOTOS TAKEN 11/30/2021 BARBARA&DOUG HERRMANN 1565 REYDON DRIVE,SOUTHOLD ppol ve- 41 40 �•-ti -may s+v'.'[� ,J ,.tea. ,-,✓"�� ±a�.°.. �. in'1 � � �.+ �/,•r�i. 4_3yry'�,�Z' t , ,•�.ger Lr' r+, .�? . c tRED gRLp �ti��i i OF N EV r 1f oe a> CMC DESIGN ARCHITECT, P.C. PHOTOS TAKEN 11/30/2021 V s=Ve -s y' 7 1 1 1- 0 • W O g$� Ful , c o , Ful' 1 C N � ' N� Olt 1811 P N r'WU 0 d 1 23 .. r r i -lit io va r '_.Alla FOUNDATION(IST) -NO ------------------------------- ® ri` FOUNDATION(;ND) umr ROUGH ►� t CORE"llf CAKWIM Foil" .1 RMIAW"I INSULATION PER N.Y. . STATEENERGY •D ® _ W d� ADDrrIONAL CqM37NTS, VP WMANIV1.91"01 24--m-W-14 ► _ �, . 71, FF at k�oG' TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 o H Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT 0 W L-� I For Office Use Only V Ki�1 i t PERMIT NO. Building Inspector: SEP 15 2021 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an . fpqc, Owner's Authorization form(Page 2)shall be completed. TO Date: 9/13/2021 OWNER(S)OF PROPERTY: Name: Barbara Herrmann SCTM#1000-80-02-16 Project Address: 1565 Reydon Drive Southold, NY 11971 Phone#: 516-314-8051Email, bherrmann5@yahoo.com Mailing Address: 619 Derby Drive East Oceanside, NY 11572 CONTACT PERSON: Name: Douglas Herrmann Mailing Address: 619 Derby Drive East Oceanside, NY 11572 Phone#: 516-316-3290 Email: bherrmann5@yahoo.com .DESIGN PROFESSIONAL INFORMATION: Name: Gary Lenhart R.A. of CMC Design Architect, P.C. Mailing Address: One Broadcast Plaza Suite 222 Merrick, NY 11566 Phone#: 516-378-9000 Email:gary.lenhart@cmcdesignarchitect.com CONTRACTOR INFORMATION: Name: Rockfish Custom Builders, Inc. Mailing Address: 619 Derby Drive East Oceanside, NY 11572 Phone#: 516-316-3290 Email: rockfishcustombuilders@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION RNew Structure ❑Addition ❑Alteration ❑Repair RDemolition Estimated Cost of Project: ❑Other $ 300,000 Will the lot be re-graded? ®Yes El No Will excess fill be removed from premises? ❑Yes ANo 1 PROPERTY INFORMATION Existing use of property: private .I1.Tome Intended use of property: private IIOCTIe Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ®No IF YES, PROVIDE A COPY. B Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Cade. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described:The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By rint name): Barbara Herrmann ❑Authorized Agent BOWner Signature of Applicant: Date: 9/13/2021 STATE OF NEW YORK) SS: COUNTY OF I\iU560-A- ) f'e'`f-A being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the 6-�-,Jrs'er (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 knowl d e and kl-L-Laad- that the work will be performed in the manner set forth in the application file erewith. STEPHEN V ROBINSON No Public-State of New York NO.01806345243 Sworn before me this Qualified in Suffolk County 1 `1� My Commission Expires Jul 25,2024 `day of .20.'2J 0 b otary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 r �FF01K-00 BUILDING DEPARTMENT- Electrical Inspector e��0 G��2� TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr southoldtownny.gov- seand(D-southoldtownny.gov ..: :: APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 9/29/2021 Company Name: Precision Power and Light Electrician's Name: Christopher Hermanns License No.: ME45795 Elec. email:CHermanns79@gmail.com Elec. Phone No: 631-662-6109 El I request an email copy of Certificate of Compliance Elec. Address.: 63 Randall Road Wading River, NY 11792 JOB SITE INFORMATION (All Information Required) Name: Barbara Herrmann Address: 1565 Reydon Drive Southold, NY 11971 Cross Street: Lake Drive Phone No.: 516-314-8051 Bldg.Permit#: 469 -a�5 email: bherrmann5@yahoo.com Tax Map District: 1000 Section: 80 Block: 02 Lot: 16 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Installing temporary 100 amp service Square Footage: Circle All That Apply: Is job ready for inspection?: ElYES ❑✓ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: YES ❑ NO Issued On�� I/)_& -�l Temp Information: (All information required) Service Size 1V11 Ph❑3 Ph Size: 100 A # Meters Old Meter# 98357846 [:]New Service❑Fire Reconnect[:]Flood Reconnect❑Service Reconnect❑Underground❑✓Overhead # Underground Laterals M 1 2 H Frame ✓ Pole Work done on Service? Y FV-IN Additional Information: PAYMENT DUE WITH APPLICATION „\ dD 00 O�og�FFO4�`OG BUILDING DEPARTMENT-Electrical Inspector ,`� yam► TOWN OF SOUTHOLD CM =` Town Hall Annex- 54375 Main Road - PO Box 1179 C* "? Southold, New York 11971-0959 y O� Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr -southoldtownny.gov - seanda-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail information Required) Date: 2/14/2022 Company Name: Precision Power and Light Electrician's Name: Christopher Hermanns License No.: ME45795 Elec. email:CHermanns79@gmail.com Elec. Phone No: 631-662-6109 211 request an email copy of Certificate of Compliance Elec. Address.: 63 Randall Road Wading River, NY 11792 JOB SITE INFORMATION (Ail Information Required) Name: Barbara Herrmann Address: 1565 Reydon Drive Southold, NY 11971 Cross Street: Lake Drive Phone No.: 516-314-8051 BIdg.Permit#: 46966 email:bherrmann5@yahoo.com Tax Map District: 1000 Section: 80 Block: 02 Lot: 16 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New house build Square Footage: 12400 Circle All That Apply: Is job ready for inspection?: F-� YES❑✓ NO F�Rough In r] Final Do you need a Temp Certificate?: � YES❑ NO Issued On Temp Information: (AN information required) Service SizePel1 Ph❑3 Ph Size: 200 A # Meters 1 Old Meter# ❑New Service0 Fire Reconnectf-�Flood ReconnectOService Reconnect.E Underground DOverhead # Underground Laterals 1 2 ✓ H Frame Pole Work done on Service? E1Y ✓ N Additional Information: c 1 1!'. Rn MAR 3,2022 PAYMEN DUE V=.ARPL#CATION �n 0 V i + , , TOWN-617 SOUTHOLD FO(k SON;Sgf �'OGy BUILDING DEPARTMENT-Electrical Inspector C3 < TOWN OF SOUTHOLD o Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802-FAX(631)765-9502 Temporary Certificate # /0 Date 1,316 2021 Customer Name &KV Electrician Name L� Address t S6SpCVVpAjsOII�Mmb Phone e-mail e-mail 710 Phone License# u q s M Size N)U A Phase Overhead Underground #of Meters Remarks 'Til. 490 #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date above. Authorized by r. ---------------------------------------------- 11�ctaFFBI BUILDING DEPARTMENT- Electrical Inspector Gy TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 yap�� Telephone (631) 765-1802 - FAX (631) 765-9502 <. 'Y"� d ' rogerrAlsoutholdtownny.gov - seand(Qsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: -- 4er h dY-/)MQ Electrician's Name: ectVM6,4d License No.: J(,(4!�- 57(p83/ Elec. email es%frd o 'hoer has IC. COm Elec. Phone No: 1& -&68- gO33 ❑1 request an email copy of Certifica a of Compliance Elec. Address.: JOB SITE INFORMATION (All (All Information Required) Name: /JGZ�''bgi --lero4a&I Address: &VrJ611 / 6 Cross Street: ei Q,- Phone No.: 5-/ BIdg.Permit,#: Q email: 6 he17'/qa. A J5® lal7w. Tax Map District: 1000 Section: 66 Block: Lot: 16 !1 BRIEF DESCRIPTION OF WORK, INC UDE SQUARE FOOTAGE (Please Print Clearly): A44) w6we a//7 Square Footage: 1,2 V66 Circle All That Apply: Is job ready for inspection?: ❑ YES ® NO -]Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES NO Issued On Temp Information: (All information required) Service Size 191 PhF-13 Ph Size: AM A #Meters Old Meter# ❑New Service❑Fire.Reconnect❑Flood Reconnect❑Service Reconnect Nunderground❑Overhead # Underground Laterals 1 FJ2 N H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 " " -' Southold, New York 11971-0959 p� Telephone (631) 765-1802 - FAX (631) 765-9502 roc�err southoldtownnLr,gov - seandna southoldtownny.gov L' APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: -7' e ry hare Electrician's Name: )ectV 611 Mn�& License No.: AW e- 57693 J Elec. email: $'Trp 'y)4e_ 17aP IC. COlv1 Elec. Phone No: /& -&68- 033 01 request an email copy of Certifica a of Compliance Elec. Address.: p k f/ /1tv'YOLLIC JOB SITE INFORMATION (All Information Required) Name: 9arbCx,)ro . 41ero4a fi/7 Address: ke 61) PelveQ Cross Street: ,e( e_ Phone No.: / f J0 5-/ Bldg.Permit#: Q email: b herrHanA ,5 L9 fthloob.C'd Tax Map District: 1000 Section: 66 Block: j0A, Lot: / BRIEF DESCRIPTION OF WORK, INC UDE SQUARE FOOTAGE (Please Print Clearly): �/ Square Footage: le.24106 Circle All That Apply: Is job ready for inspection?: El YES ® NO Rough In Final Do you need a Temp Certificate?: F] YES NO Issued On Temp Information: (All information required) Service Size 1X1 Ph❑3 Ph Size: A A # Meters _ Old Meter# ❑New Service0 Fire ReconnectOFlood Reconnect OService Reconnect[XUnderground 00verhead # Underground Laterals n 1 n2 rV H Frame n Pole Work done on Service? M Y N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT # Address: Switches Outlets GFI's Surface Sconces I� 4 H H's UC Lts Fans Fridge . HW Exhaust Oven W/D Smokes DW - Mini Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service Amps Have. Used Special: Comments -r/ '200 DEQ- . 9 f 7-0 Ane Oe 2, - Do A e- t ► -cam-S N 1) &�,n o i--Na5-mss - o u/— �Azj Vo s 120 1,oq aJe-40— 170 o" d�� -t- � s D i ve c l tti � Q 3 6 2 - - r n b I Sof fQl� BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD o Town Hall Annex- 54375 Main Road - PO Box 1179 C*. x ^+ Southold, New York 11971-0959 �44 Telephone (631) 765-1802 - FAX 31) 765-9502 ro err southoldtownn ov - seand southoldtownn . ov APPLICATION FOR ELECTRICAL-INSPEX410N ELECTRICIA INFORMATION (Ail Information Required) Date: 2/14/2022 Company Nam Precision Power and Light Electrician's Name: Christopher Hermanns License No.: 45795 Elec. email:CHerm ns79@gmail.com' Elec. Phone No: 631 62-6109 El I request ane ail copy of Certificate of Compliance Elec. Address.: 63 Ra dall Road Wading River, NY 0792 JOB SITE INFORMATIO (AII Information Require Name: Barbara Herr ann Address: 1565 Reydon D 've Southol , NY 11971 Cross Street: Lake Drive Phone No.: 516-314-8051 Bldg.Permit#: 46966 email:bherrmann5@yahoo.com Tax Map District: 1000 Secti : 80 Block: 02 Lot: 16 BRIEF DESCRIPTION OF WORK, CLUDE SQ ARE FOOTAGE (Please Print Clearly): New house build 1 Square Footage: 2400 Circle All That Apply: Is job ready for inspection.: YES 0 NO Rough In F Final Do you need a Temp C rtificate?: YES F-]NO Issued On Temp Information: (All information required) Service Siz &/ 1 Ph❑3 Ph Size: 200 A #Meters 1 Old Meter# ❑New Service Fire ReconnectE]Flood Reconnect Reconnec ✓ Underground DOverhead # Underground aterals 1 2 ✓ H Frame Pole Work done on Service? 0 Y ✓ N Additional Inf rmation: Mn 1 �'' ! MAR r.12022 ID, 00 PAYMEN D E !A=, 6JCATION a TOWN OF SOUTHOLD � 0 �- env i ce..� -I- �1�,�-e_. c2�c. t D9 PERMIT# Address: Switches Outlets G F I's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven W/D Smokes DW Mini _-Carbon Micro .; �. Geterator Cooktop Tra:nsfe;r AG;.: _ AH Hood Sefvice. Amps..,_ 'Have Used' Spe'cial: ... .. . Comments: Town Hall Annex Telephone; Telephone(631)765-1802 54375 Main Road i - A- Fax(631)765-9502 P. O. Box 1179 : Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: _ c r ma n Location of Property: . 6� � r-fw d JJ/ Please t e notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the fol wing location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): M(kw_ � Capacity(ch ck applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 CMC DESIGN ARCHITECT,P.C. GARY LENHART,R.A. ONE BROADCAST PLAZA SUITE 222 MERRICK,NEW YORK 11566 516-378-9000 September 21, 2021 Michael J. Verity Chief Building Inspector Town Hall Annex Building 54375 Route 25 Southold,NY 11971 RE: 1565 Reydon Drive Southold,NY 11971 Barbara&Doug Herrmann Dear Mr.Verity, Please be advised that due to the lack of natural gas availability at the subject site a disconnect letter from the Utility Company is not required. Sincerely, 00%J1 11 fill, IERED GAS Chj i� .. �aryLhart, R. A. o' ' E(MM/DDNYYY) A`��® CERTIFICATE OF LIABILITY INSURANCE 79/14/2021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CON NAME; Richard A.Budde Budde Agency Inc. PHONE FAX A/c,No Et): 631-264-0579 (A/C,No): 16 Riverside Ave. ADDRESS: Certifiecates@buddeinsurance.com INSURER(S)AFFORDING COVERAGE NAIC# Amityville NY 11701 INSURER A: SOUTHWEST MARINE&GEN INS CO 12294 INSURED INSURER B: Rockfish Custom Builders Inc. INSURER C: CONTINENTAL IND CO 28258 619 Derby Drive East INSURER D: INSURER E: Oceanside NY 11572 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER (MMIDD/YYYY) (MM/DD/YYYY) LIMITS x COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE M OCCUR PREMISES Ea occurrence) $ 100,000 MED EXP(Any one person) $ 5,000 A GL2019RLH00527 10/26/2020 10/26/2021 PERSONAL 6 ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY ❑V PRO- ❑ I� JECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 ROTHER: $ AUTOMOBILE LIABILITY (Ea accident) $ 1,000,000 ANY AUTO BODILY INJURY(Per person) $ A OWNED SCHEDULED GL2019RLH00527 10/26/2020 10/26/2021 BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED v NON-OWNED X $AUTOS ONLY A AUTOS ONLY (Per accident) X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 4,000,000.00 B EXCESS LIAB CLAIMS-MADE GXL0000100 01 10/26/2020 10/26/2021 AGGREGATE $ 4,000,000.00 DED I X RETENTION$ 10,000.00 $ WORKERS COMPENSATION X SPER TATUTE ER AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $ 100,000 C OFFICER/MEMBER EXCLUDED? N/A 46-659198-01-03 10/05/2020 10/05/2021 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 100,000 If yes,descr be under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additlonal Remarks Schedule,may be attached If more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town of Southold-Building Department ACCORDANCE WITH THE POLICY PROVISIONS. Town Hall Annex AUTHORIZED REPRESENNTTA�TIVEE 54375 Main Road-PO Box 1179 C��"" Southold NY 11971 @ 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD ME < Workers' CERTIFICATE OF STATE Compensation NYS WORKERS' COMPENSATION INSURANCE COVERAGE Board 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured Rockfish Custom Builders Inc. 5165930357 619 DERBY DR E 1c.NYS Unemployment Insurance Employer Registration Number of Insured OCEANSIDE NY 11572 Work Location of Insured(Only required if coverage is specifically limited to 1 d.Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i.e.,a Wrap-Up Policy) Number 453012559 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Continental Indemnity Co. (Applied Underwriters) Town of Southold-Building Department Town Hall Annex 3b.Policy Number of Entity Listed in Box"l a" 54375 Main Road P.O. Box 1179 46-659198-01-03 Southold, NY 11971-0959 3c.Policy effective period 10/05/2020 to 10/05/2021 3d.The Proprietor,Partners or Executive Officers are included.(Only check box if all partners/officers included) all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box"1 a"for workers' compensation under the New York State Workers'Compensation Law. (To use this form, New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.) Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in box"3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers'compensation policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that 1 am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Richard Budde (Print name of authorized representative or licensed agent of insurance carrier) Approved by: � 7/2/2021 (Signature) (Date) Title: Authorized Insurance Agent Telephone Number of authorized representative or licensed agent of insurance carrier: (631) 264-0579 Please Note:Only insurance carriers and their licensed agents are authorized to issue Form C-105.2.Insurance brokers are NOT authorized to issue it. C-105.2 (9-17) www.wcb.ny.gov i Workers' Compensation Law Section 57. Restriction on issue of permits and the entering into contracts unless compensation is secured. 1. The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter, and notwithstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that compensation for all employees has been secured as provided by this chapter. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any compensation to any such employee if so employed. 2. The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter, notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that compensation for all employees has been secured as provided by this chapter. C-105.2 (9-17) REVERSE TSTATTE Compensation workers' CERTIFICATE OF INSURANCE COVERAGE Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured Rockfish Custom Builders Inc. 516-314-8051. 619 DERBY DR E OCEANSIDE NY 11572 1c.Federal Employer Identification Number of Insured Work Location of Insured(Only required if coverage is specifically limited to or Social Security Number certain locations in New York State,i.e.,Wrap-Up Policy) 453012559 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Standard Security Life Insurance Company of NY Town of Southold-Building Department Town Hall Annex 3b.Policy Number of Entity Listed in Box"l a" 54375 Main Road P.O. Box 1179 64429-00 Southold, NY 11971-0959 3c.Policy effective period 01/01/2021 to 01/01/2023 4. Policy provides the following benefits: OX A.Both disability and paid family leave benefits. B.Disability benefits only. C.Paid family leave benefits only. 5. Policy covers: O A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. E] B.Only the following class or classes of employer's employees: Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 09/13/2021 By (�,/ _ (Signature of insurance carrier's authorized r�tive or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number (631)264-0579 Name and Title Authorized Insurance Agent IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 413,4C or 513 is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board (only if Box 4C or 56 of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DB-120.1 (10-17) 1IIIIII11°°°1°1°1°°1°111111111111110111°IIII1I LM0 REScheck Software Version 4.7.2 Compliance Certificate Project RESIDENCE ADDITION Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction ,)Ul. 2 2022 Conditioned Floor Area: 0 ft2 Glazing Area 12% SU" F S6131"01.0Climate Zone: 4 (5572 HDD) -Tovmo Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1565 REYDON DRIVE BARBARA& DOUG HERRMANN GARY LENHART SOUTHOLD, NY 11971 1565 REYDON DRIVE CMC DESIGN ARCHITECT, P.C. SOUTHOLD, NY 11971 ONE BROADCAST PLAZA SUITE 222 MERRICK, NY 11566 516-378-9000 gary.lenhart@cmcdesignarchitect.c om 6: • f Compliance: 2.7%Better Than Code Maximum UA: 377 Your UA: 367 Maximum SHGC: 0.40 Your SHGC: 0.27 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. NOTE: 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 Assembly or Cavity Cont. Prop. Req. Prop. Req. Perimeter 11-Vallue, R-Value 11.1-Factor IIJI-Factor UA UA Ceiling 1: Flat Ceiling or Scissor Truss 1,283 38.0 0.0 0.030 0.026 38 33 Wall 1:Wood Frame, 16" ox, 3,129 20.0 0.0 0.059 0.060 163 166 Window 1: Wood Frame:Double Pane with Low-E 210 0.300 0.320 63 67 SHGC: 0.28 Window 2: Wood Frame:Double Pane with Low-E 13 0.290 0.320 4 4 SHGC: 0.28 Window 3: Wood Frame:Double Pane with Low-E SHGC: 0.29 76 0.290 0.320 22 24 Door 1: Glass 71 0,300 0.320 21 23 SHGC: 0.23 Floor 1:All-Wood Joist/Truss:Over Unconditioned 1,283 21.0 0.0 0.044 0.047 56 60 Space Project Title: RESIDENCE ADDITION Report date: 06/30/22 Data filename: S:\REScheck\HERRMANN-SOUTHOLD-REV-2.rck Page 1 of 2 Compliance Statement: The proposed building design described here is consistent wi the bUlding plans,specifications, and other calculations submitted with the permit application.The proposed bui�jng-h s bee esignea to meet the 2018 IECC requirements in REScheck Version 4.7.2 and to comply with the mandatory requ�irements I' ted i e RES eck Inspection Checkli t. tz LCrt HAP` RA Name-Title S' ature Date \Ca ..... �•Q� ..•Qy D IEN •. F�Aee •C,T ' 9� ov OF NEN s Project Title: RESIDENCE ADDITION Report date: 06/30/22 Data filename: S:\REScheck\HERRMANN-SOUTHOLD-REV-2.rck Page 2 of 2 aY69- -7 4nAp 4. _E SURVEY OF PROPERTY u/c. PR 2 PSP� AT SOUTHOLD TAN K TOWN OF SOUTHOLD \ 4.5 SUFFOLK COUNTY, N. Y. \ ..• �. �cV 3 2.5 N 1000-80-02-16 LP 3 a�,�n L SCALE.• 1' 30' 3.5 J� ST HOLE o $4 FEBRUARY 25, 2021 �, APRIL 14, 2021 (PROPOSED)E � EL. 1.2.2 �\ \ JUNE 8, 2021 (REVISIONS) 1 \ \ � • `n�n o �' �\ \ \`\��\�� LOT COVERAGE JULY 26, 2021 (REVISIONS) 20' LP2 7O• coo• � � c Mj 6 E •!}�� \ �\ �moo.\�\ �\ � � TOTAL AREA= 17,150 SQ.FT. I I 3.5 •• • `� �\ �\`� �\ �\ EXIS77NG COVERAGE X `� `� �� HOUSE & PORCH 1,445 sq.ft. TEST HOLE DATA 7 I � � AREA OF P" ��ruin ` �\`�\`� `\ �\ �\ 1,445 SOFT. M�051ALD %2 211ENCE EXISTING SEPTIC I � � � � 1445/17,150 I =0.084 �?4% EL 122' 1, DARK BROWLOAM OIL 40.3' ----------------- PROPOSED COVERAGE BROWN SILTY SAND SM 6 \� \ 2'5 / ROPOSED HOUSE & PORCH 1,829 SO.FT. 3' \ �d FLOOR ADDITION 1, . T. HIGHEST 4,5 � 829 SOFGROUNDD WWA AMR BROWN fINE TO MED/UM SAND SP `vim/r 1,829/17,150=0.106 10.6% EL 2.,5(NAVD) - EL 1.9 ---- 1Q3' RAIN RUNOFF CONTAINMENT \ \ HOUSE WITH DECK =1,707 SQ.FT. WATER IN BROWN FINE 70 MED/UM SAND SP � 2. /11 1,707 x 1 x 0.17 = 290 cu.ft. 2 290/42.2 = 6.9 VF 1r SEP77C DETAIL/ GRADING PLAN SCALE 10--20' PROVIDE 2 Ms. 80 X 4' DEEP Nom- WATER ENOoUNTERED 1R3'BELOW SURFAcE Connected by Gutters & Leaders HOUSE SLATE OR OTHER F.F. EL 15.3' SURAU COVER PER END PLUG PROP.COR. FMUSHED GR4DE £L. 13.5' /1,-TO GRADES EL 14.0' �O �9 5 EL-18.7' ,41 Ln 1' 569• ' aQ ON D ` N r MAx nAX. Y � o.4's 8 40 FT24PUBSCLFAH our y1. 6'A/lN. ACCESS OPENNO FLOCATE DROP 'r ul11.7 6' MANTANCE -j1r�ETe' fo I.E J� ^ U/G. PROP. a 'J6.00, , TIL DIA aAss u• 11.o' v TANK �\ ,� 0 2400 PPE OR 18• 1 foot I.E =1j3t-IZZjZ ':: '< ?' V 3� \ 1 ti`V hid caxvwca+r nrur� °' a' pmn�mrt-mo.F" �o_o' :t ::r:'<:::<C ::. _ -� •' qhs �a^��A4n0 -,S��o� L4 PER Foot s EFFECTIVE -r- doa 2400 plp.or.gaol O �� 2 \�L / ,�` �� Cr r RC. 0 EL z 7 4, DEPTH (_P ( C FLOW UNE L It 3 LFACFI/NG -S �� r t9 1` ST ki ; ¢ DW !v �NCF �IYDRANT (dr x 4 DEEP) EL F•�, co t2 <0 0 CLE- a MIN. 3mi.n. w • m `� g(�a� + 6.5' 8'-O' DIAMETER I� = 491w, "111 --60;`p _ `\`�\ � �/ / R \ PROPOSED .� HIGHEST EXPECTED GROUNDWATER J 7. 2.5' (NAVD) �`� �/ .'• a `\�1 `\` Z 37` COVD.PORCH BACKFILL MATOWL TO BE CLEAN SAND do GRAVEL `~ t� AREA OF 10'ml^ \'�1: ST�RK�� ` PART OF t STRY. cVC� EXISTING SEPTIC� EL=1 \ \` \��0(�S f�\` HSE.TO BE REMOVED I // 2 1,2N 0 GALLON CYLINDRICAL SEPTIC TANK DETAIL � o v \ F /PROP O sp q o 1, A MINIMUM OF 4 INCHES APPROVED REINFORCED PRECAST �Q ZN \ 2nd FLOOR ADDI N \Ro Ve~ 4L CONCRETE BOTTOM AND 3 INCH WALLS \ 1A 2. AN 8 FEET IN DIAMETER BY 5 FEET HIGH APPROVED pt DIN PROPOSED PROPOSED ARY REINFORCED PRECAST CONCTERE SOLID RING. tg,4 PROP.COR. PORCH COVD.PORCH P T Y. 3. AN APPROVED REINFORCED PRECAST CONCRETE 6 INCH =t6.9' \, �OF 1 STR� THICK SLAB TOP IN LAWN AREAS. • � \m tOr Q 4. DROP T'S MUST BE PINNED OR OTHERWISE FIRMLY END 407- n'�b 21 51)ATTACHED. H6 SpVT (0 v v 5. LIQUID DEPTH MUST BE 4 FEET. R nSLATE OR OTHER--\ STOPPER END 9.48'4p�� NCF UTILP QJ� SUITABL COVER OR PLUG11 O PROPOSED SEP77C SYSTEM t07- OA EN FF. o (4 BEDROOMS) 29 �`�� Q [3] 8 FT. DIA.x 4 FT. HIGH PRECAST CONCRETE LEACHING RINGS SEWER PIPE 3 "y BACKFILL MATERIAL COURSE SAND AND GRAVEL (3' COLLAR) ELBOW 153�. 5. r [1] 1,250 GALLON SEP77C TANK. AUB /NC PaR.P.�. CLEL N � +12.1' Existing septic system to be removed or 60' WYE filled in to SCHD specs. CLEAN OUT DETAIL NTS NOTE.• ALL ELEVATIONS ARE REFERENCED TO NA VD'88. ■=MONUMENT GOF NzFk, - PROPOSED CONTOURS 'Ile LOT NUMBERS REFER TO "MAP OFF REYDON SHORES, INC" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE w ON JULY 1, 1931 AS MAP NO. 631 ANY AL7ERA77ON OR ADD177ON TO THIS SURVEY IS A WOLA77ON i� !'~� s ,�S LIC. NO. 49618 OF SEC77ON 7209OF THE NEW YORK STATE EDUCA77ON LAW. ECP.P.C. EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER77F/CA77ONS (631 5 0 AX (631) 765-1797 HEREON ARE VALID FOR 7H/S MAP AND COPIES THEREOF ONLY IF P.O. BO O SAID MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF THE SURVEYOR AREA=17,150 SQ. F-T. '�'.r�� 1230 TRA VELER STREET WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 20-086 i _ E SURVEY OF PROPERTY o 4.5� U G. P R PSP/\ AT SO UTHOLD � TOWN OF SO UTHOLD \ TANK ,� , yl�ES SUFFOLK COUNTY N. Y. / ;R 0 OR s 20' \''. 3 2.5 ry ry gu CGLfz p. �,flt'GT JT10% I 1000-80-02-16 4J �r L ��,�lk?"ll'°'�'' tJ��-u SCALE: 1'=30' p�Re;ts s�r�lJ��,� 3.5 o Ss;yam FEBRUARY 25, 2021 ST HOLE �\ Q r2�� 04 APRIL 14, 2021 (PROPOSED) 3,� `o EL. 1'2.2'\�\ \�\ �\ \ a V. ,e;E. , NO• r JUNE 8, 2021 (REVISIONS) 1 `o m;n ` D�.•-� 4 _ JULY 26, 2021 (RENS/ONS) ,4' LP2 ° c� � `� �� LOT COVERAGEL'"�� I 20 70 O TOTAL AREA= 17,150 SO.FT. ., I I 3.5 EXIS77NG COVERAGE ' °`; TEST HOLE DATA � HOUSE & PORCH 1,445 sq.ft �� ., I I 10'►^(lin \ \ \\ ,art ;:,�1'' McDONALD GE•OSC/EN E' 7I AREA OF EXISTING OF , P ` �� \\ \ 1,445 SOFT. �� " ; � / / ;4f:•�• ..-,ZL 05 31 2021 1445/17_150_0.084- 8.4% :��r;:t'"=i� ;i; �,,;�'E.��' EL 122' DARK BROWN LOAM Ot E �5;: �'F (� `'=} BROWNS/L7YSAND SAI 11 PROPOSED COVERAGE v�Y+3- `�; +.ik g P 2.5 HOUSE & PORCH 1,829 SOFT. fi=S^ � tU�N �~ 3' \ zo. ROPOSED K� '^ s tri' 4.5 / 829 SO.FT. dor,1p �� HIGHEST GROUND WATER BROWN RNE TO MEDIUM SAND SP \ �d FLOOR ADDITION 1, 1,829/17,150_0.106 10.6% EL 2.5'(NAVD) ----- - EL. 1.9' 10.3' 2 �(\ RAIN RUNOFF CONTAINMENT. � WATER IN BROWN FINE TO MED/UM SAND SP HOUSE WITH DECK =1,707 SQ.FT, 1,707 x 1 x 0.17 = 290 cu.ft. 2 290/42.2 = 6.9 VF 1r SEP71C DETAIL/ GRADING PLAN SCALE 1"=20' PROVIDE 2 DWS. 80 X 4' DEEP N07E:• WATER ENCOUNTERED 10.3'BELOW SURFACE Connected by Gutters & Leaders HOUSE SLATE OR OTHER F.F. EL 15.3' SUITALE COVER ER END PLUG /--LOCKING EL PROP.COR. FINISHED GRADE EL. 13.5' / TO ORADECASTNO EL. 14.0' �O C1.5 EL-18 7' JIf-STOPP S69. N De ccEw our FoROP T iw 7 MAXaa rrFY - - - m � ,t 9 4840 bF O r 24 O > L SED ON NFT -* LOCATE D 30P T UNDER I.E. ? B AI1N. ACCESS OWETNO FOR Lr 11.7 �2. 8' MAINTANCE fid V JO I.E e• e• to k- �v '� U/G. PROP. }, 1.36 NFT 11.5' I.E J 4 0 rrt DA aAss t4' tB' 1t.0' :�:r _...:::;:.<<: Q TANK y 0 2400 WE OR 8 5 pRch min 4 da pips 1O 9` ':'''> ''''? !�I a \ pl� �'£3SfF' T (iYCi'FD L .1�[. :':.:; :' ..5i' �v 6cy Q'O,� $ 3/O PER FOOT 4' EFFECTIVE doss 2400 or 1 Q o O� =C2 N O� eFR PVT R F� PROP.COR. DEPTH T pipe = LP. s R,�^ L DW wo� L. �N 0 EL-7.4' FLOW UNE- OILS RT 5 T �{ \ / (0 C'F YDRANT ,, 3 LEICHING Foas =c9 , r 2S o CLEL (a+ x4'D�) Q 41 E•0r ib EL 12. 10 • ? ya ` 8'(suri + 6.5' •ml^ °lblp) I 8'-0' DU4' MIN. 'METER I� C• PROPOSED HIGHEST EXPECTED GROUNDWATER EI. 2.5' (NAVD) �v Q+E� 4a��\��1 \\l1 37` COvpP�� h N BACKFILL MATERIAL TO BE CLEAN SAND & GRAVEL t AREA OF ( 10'^��^ \ ��\ TORY PA�RRTT of 1 Stitt 3 ,N V EXISTING SEPTIC.•• -1 `� ��y0(jS:£�\` HSE TD BE REMOVED I # 1,250 GALLON CYLINDRICAL SEPTIC TANK DETAIL �Q'Zr r E M Cg 35.3 "°1479) -1 NTS �I N \ � /PROPOSED w�RS�ti 1, A MINIMUM OF 4 INCHES APPROVED REINFORCED PRECAST �� 2 2nd FLOOR ADDI CONCRETE BOTTOM AND 3 INCH WALLS \ 2. AN 8 FEET IN DIAMETER BY 5 FEET HIGH APPROVED CLE \DW PROPOSED PROPOSED REINFORCED PRECAST CONCTERE SOLID RING. t8.4 PRORCOR. PORCH COVD.PORCH P T OF I Y. 3. AN APPROVED REINFORCED PRECAST CONCRETE 6 INCH EL-16.9' \ HSE 70 R OVED THICK SLAB TOP IN LAWN AREAS. 4. DROP T'S MUST BE PINNED OR OTHERWISE FIRMLY END ' 2J ATTACHED. 1.1'N. SPOT 407- 28 coo V 5. LIQUID DEPTH MUST BE 4 FEET. N RC \ N v SLATE OR OTHER STOPPER END sg 48 40-W SCE uTILP ^ Q QJ SUTTABL (AVER OR PLUG � Q PROPOSED sEP77C SYS7EW (O T OA EN FE, O (4 BEDROOMS) 29 [3] 8 FT DIA.x 4 FT. HIGH PRECAST CONCRETE LEACHING RINGS3 ^'y SEWER PIPE > /� BACKRLL MATERIAL COURSE SAND AND GRAVEL (3' COLLAR) 3, ELBOW Dip [1] 1,250 GALLON SEP77C TANK. O/V '°U <<�NG E�� CLEL 1 • LSC � + Existing septic system to be removed or BG' WYE q�R filled in to SCHD specs. CLEAN OUT DETAIL NTS NOTE. ALL ELEVATIONS ARE REFERENCED TO NA VD'88. ■ =MONUMENTOF NEkVyo i PROPOSED CONTOURS LOT NUMBERS REFER TO "MAP OFF REYDON SHORES, INC" FILED IN THE SUFFOLK COUNTY CLERK'S 0MCE ON JULY 1, 1931 AS MAP NO. 631 ANY AL7FRA770N OR ADD177ON TO THIS SURVEY IS A WOLA77ON ECON/C, _ • QRS, P.C. OF SEC77ON 72090F THE NEW YORK STATE EDUCA77ON LAW. EXCEPT AS PER SEC77ON 7209-SUBDIWSION 2 ALL CER70CAVONS FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY FP.0. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR AREA=17,150 SO. FT. � 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y 11971 20-086 I SURVEY TO SHOW FOUNDATION LOCATION 4n �� A T SOUTHOLD v' DEC 2 202 TOWN OF SOUTHOLD G BU'��itv3 �E�,T SUFFOLK COUNTY M Y. D�n TOWN OF SOUTHOLD J 1000-80-02-16 SCALE: 1'--30' DECEMBER 02, 2021 (FIVDTN. LOC.) �O p- PROP EL-1&7 � . 19.5 ss r /v e c 9G8'40,� 0 24 O p,Z/ 03 U/G. PROP J TANK � . 36.00, Q \ O = Off' 2 \•` ••.• N PVT R� O L PROPMR. CONC. FNDTN. / tor �HCE HYDRANT Q- TEST HOLE J WALL T 2`S o CLEL EL 12.2' / + 6.5' 6 C .0. ss �' Pot?,pofte 'N Ilk O \ J CL \ '� • 18.44' PRTir. EL16.9' 4OT Q ENI1 NO r 2,7 C� spur 28 \ \ 00 N 40bW �NC�r U ILP0 Os D FE, II 7 v 40;r- OA 2g � � 3 'tel ON � t4 1 s31' 07 r pUeC/CC G' EL-1 0' CLEL ASR W . �pF TIE6y`O LOT NUMBERS REFER TO "MAP OFF REYDON SHORES, INC" RILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON JULY 1, 1931 AS MAP NO. 631 our N.YS. LIC. NO. 49618 ANY AL7ER4710N OR ADDITION TO THIS SURVEY IS A WOLA77ON .Y.S. LIC. NO. 051132-01 OF SECTION 7209OF 7HE NEW YORK STATE EDUCATION LAW. PECONIC VEWS, P.C. EXCEPT AS HEREON AREEVAUDCFOR THIS MAP AND COPIES THEREOFON 2. ALL ONLY IF AREA=17150 SQ. FT. (631) 20 FAX (631) 765-1797 + P.O. BOXOX 909 909 SAID MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET �+ WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y 11971 .20-086 DEC 12 2022 EP)l1NGOF.P SCDHS. REF# R-21-1044 SURVEY OF PROPERTY A T SO UTHOLD TOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y. 1000-80-02-16 SCALE- 1'--30* FEBRUARY 25, 2021 APRIL 14, 2021 (PROPOSED) JUNE 8, 2021 (REVISIONS) JULY 26, 2021 ,(REVISIONS) DECEMBER 02, 2021 (FNDTN. LOC.) JUNE 27, 2022 (FINAL) o CLECOR. 19 } EL=18.7 FST 0N Fv �0 D 0s. \ 40yF r 2� O� '�U6 c") v �ry o *4�R k 0 r 2 136.00. i S ar V6* 407- 26 07' 26 c�,Gyvp� a �� s� �N�o�: EL 7.4 YDRANT CEOwF `h Q CLEL + 6.5' pR 4wi c r #4:1 ,N IFX�____ *a, �� O v� ` P3 C �\c�, Nt DR 18.4' COR. \O O 4 EL-16.9' o \ , 40 Q r2� ' E1t.1DNFE sp r 4NO v 28 �H69.4 v v 40-W a 7•R� RCF \ � o o v Jm °� Icy _ ao�e`' ey O r OA E D FE. co zo � v O oNpv*<</NG 29 �o N%iF 3 ," Q 6�/c �Yq lyj� R c 'yFFy1531' eqgN/qy ��Nr /I Wa �.E.Mco COR. ; qN SU ft ILK COLl{ITY OEPARTME44T OF HEALTH SEk.jl(;E6 APP OI)A .OF CONSTRUCTED WORKS FOR � A SINGLE FAMILY RESIDENCE Dat , r �v 2azz H.S.Ref.No. ThNkise rage disposal and grater supply faclliPi�s at this location,have bnn O it^+Ec+ d and/or cartlfied 6y this Department or other agencies and ficOnd to i t factory FOR A MAXIdyIVM�� BEDROOMS. A�, Cram Knepper, P. 'ief cl SEPTIC LOCATION (AS BUILT) A B _ ST f-6'6 21. SEPnC SYSTEM (AS BUILT) LP1 35 6 31 (4 BEDROOMS) [J] .6 FT. DIA.x 4 FT. HIGH PRECAST CONCRETE LEACHING RINGS WEW Y LP21 38 T7 23 BACKFILL MATERIAL COURSE SAND AND GRAVEL (3' COLLAR) O 0,9 LP3 44 18 [1] 1,250 GALLON SEPTIC TANK. ro�'MET�6 y c� ,4 LOT NUMBERS REFER TO "MAP OFF REYDON SHORES, INC" nLED IN THE SUFFOLK COUNTY ON JULY 1931S MAP N0. 6CLERK'S OMCE -; s,�,�,o►' �s S N.Y.S. LIC. NO. 49618 ANY AL7ERA77ON OR ADD177ON TO THIS SURVEY IS A WOLA77ON N.YS UC. NO. 051132-01 OF SEC77ON 7209OF THE NEW YORK STATE EDUCA77ONW.LAPECONIC SUR RS, P.C. HEREON ARE EXCEPT AS EVAUD FOR THIS MAP ADND COPIESALL ,THEREOFnONLY FS AREA-17,150 SQ. FT. (631) OX 90920 FAX (631) 765-1797 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR P.O. BOX 909 WHOSE SIGNATURE APPEARS HEREON. SOU7HOLD, N.Y. 11971 STREET 20-086 PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE- APPROVED EFORtAPPROVED ASN D CERTIFICATE OF OCCUPAN(- DATE: 1 B.P. SOLDER USED IN WATER SUPPLY SYSTEM CANNC- NOT11FEE: 13,�BUILDINGo3bBy:Ll— EXCEED 2110 OF 1% L EA 1 . 765AB02'' SAM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH FRAMING & PLUMBING 3'. INSULATION PLUMBING WASTE 4. FINAL - CONS''- MUSTER T LINES NEED BE COMPLET� A ,W ff&`jWo$EFORE COVERING ALL. CONSTRUCT- -.ALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. ELECTRICAL INSPECTION REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF VbTt�— TRUSS PLACARDING REQUIRED 861UTHGLPGWVBUSTEES kill C BEE DONOT.�,PRO FRAMING' QNTI-,`8UAVff-j...... I OCCUPANCY OR .OF FOUNDATIOI\ LOb "' 'ON USE IS UNLAWFUL HAS BEEIN APPROVEO. WITHOUT CERTIFICAT" Blower door )F OCCUPANCY and ductwork testing required. Must provide Manuals RETAIN STORM WATER RUNOFF D, J and S as per PURSUANT TO CHAPTER 236 NYS Energy Code OF THE TOWN CODE. All exterior lighting installed,replaced or repaired shall conform to Chapter 172 of the Town Code CMC DESIGN ARCHITECT,P.C. GARY LENHART,R.A. ONE BROADCAST PLAZA SUITE 222 MERRICK,NEW YORK 11566 516-378-9000 September 22,2021 Michael J. Verity Chief Building Inspector Town Hall Annex Building 54375 Route 25 Southold,NY 11971 RE: 1565 Reydon Drive Southold,NY 11971 Barbara&Doug Herrmann Dear Mr. Verity, Please be advised that the proposed reconstructed and enlarged dwelling at 1565 Reydon Drive in Southold has been designed in accordance with the 2020 Residential Code of New York State. Per Table R301.2(1) Climatic and Geographic Design Criteria, the following are provided for; Ground snow load—20 psf Wind speed— 130 mph Seismic zone—B Exposure Category—B Minimum Uniform Distributed Live Loads(R301.5) • Sleeping areas—30 psf • Non-sleeping areas—40 psf • Uninhabitable attic with limited storage—20 psf Allowable Deflection(R301.7)—Floors have been designed for L/480 (exceeds allowable L/360). I hope this information is suitable. If you require anything more please contact this office. Sincerely, `"01111 u1111�� Gary Lenhart, R. A. s a.176•;•,; � SYMBOLS ABBREVIATIONS aEscneck Software Version 4.7.1 , GENEfi� 11�lOTES Compliance Certificate MV/ 1. ALL FOOTINGS SHALL BEAR ON UNDISTURBED LC9 �' "9 x SECTION NUMBER HAVING A MINIMUM BEARING CAPACITY OF 2 TONS PER SQUARE FOOT. Project RESIDENCE ADDITION DESIGN ARCHITECT, P.G. x DRAWING REFERENCE 2. ALL FOOTINGS SHALL BE A MINIMUM 4,000 PSI FG PLAIN CONCRETE. '; f ;� € 3. ALL FOUNDATION WALL5 AND SLABS SHALL BE A MINIMUM 4,000 Energy Code; 2018 IECC �.' GARY LENHART R.A. PSI Fc PLAIN CONCRETE Location: Southold, New York 4. ALL FOOTINGS SHALL BE POURED AT A MINIMUM DEPTH OF 4'-0" Construction Type: ;single-family •j"��• 021��'N �� ' x WALL SECTION # ^� x BELOW GRADE REGARDLESS OF 501L CONDITIONS. Project New Construction ")F NEo(y ONE BROADCAST PLAZA DRAWING REFERENCE 5. ALL STEPPED FOOTINGS SHALL HAVE FLAT TOPS AND BOTTOMS Conditioned Floor Area: 0 ft2 LEVEL AND TRUE TO INSURE MAXIMUM BEARING AND SHALL BE Glazing Area 12°!° SUITE 222 STEPPED AT A 1:2 SLOPE MAXIMUM MAINTAINING THE THICKNESS, Climate Zone' 4 (5572 HDD) \1A TE 0 A L2 MERRIGK, NY 11566 x DETAIL NUMBER A5 NOTED ON THE DRAWINGS, AT ALL POINTS. Permit pate: 516-378-0000 DRAWING REFERENCE6. THE CONTRACTOR SHALL PROVIDE 1/2" DIAMETER 15" LONG ANCHOR Permit Number: x N20 -° 11 2®BOLTS SPACED A MINIMUM OF 6' O" O.G. AND 1'-O" FROM CORNERS. Construction Site: Clwner/Agent: DesignerlCcantractrsr. E 120 ,0 ''7. THE CONTRACTOR SHALL COORDINATE AND PLACE ALL SLEEVES 1565 REYDON DRIVE BARBARA&DOUG HERRMANN GARYLENHART REQUIRED FOR PLUMBING, ELECTRICAL OR ANY OTHER TRADE SOUTHOLD,NY 11971 1565 REYDON DRIVE CMC DESIGN ARCHITECT,P.C. ELEVATION MARK PERFORMING WORK WHICH REQUIRES PASSING THROUGH ANY souTHOLD,NY 11971 SUNT BROADCAST PLAZA ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTES THE SUITE"222 ® �� e �� ORIGINAL AND UNPUBLISHED WORK OF THE I REFERENCE FOUNDATION WALL5. 516-37 - 00 11566 516-378-9fl00 �� ARCHITECT AND MAY NO BE REPRODUCED, 5. ALL STUD BEARING WALLS TO HAVE STUD BRIDGING AT MID HEIGHT. om.lenhartCacmcdesignarchitect.c �� 43 DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT x 0. ALL FOUNDATION SILL PLATES SHALL REST ON AN ALUMINUM TERMITE !{, OR HIS REPRESENTATIVES. x x x ELEVATION INTERIOR SHIELD AND SILL PLATE INSULATION. PLATES SHALL BE GGA GRADE. a. ° ;?,.tea °o:. .;.. .,. a e .\�. ..:.; � ��• 'ems\.�..� `\^l. \.`. (. _. 10. ALL FLOOR CEILING ROOF FRAMING MEMBERS, BEAMS AND \��oC \ \� u�\ . � \o\\\\\o\\u .: aur:a:. �\\\\u�ou�\\\� \\.:_�\o... �,.:wr.::>.�i. .....�,_..w r................_ ..y x GIRDERS SHALL BE HEM-FIR NO. 2 fb=850 P51 Fb OR OF Compliance: 6.9%Better Than Code Max€rnurn Uk 377 Your UA! 351 Maximurn s€acC-. 0.40 " Your SHGC: 0.27 ' I Ire'A Better orworse Than Code index retlects how close to comp€ranee the house is based on cane trade-nit runes. BETTER GRADE. MODULUS OF ELASTICITY OF 1,200,000. it DOES NOT provide an estimate of energy use or cost relative to a minimurn<ode home. CLIENT: X COLUMN NUMBER: 11. ALL STUD MEMBERS SHALL BE DOUGLAS-FIR SELECT. STRUCTURAL LP3 .n BARBARA fb=1500 PSI, Fb MODULUS OF ELASTICITY OF 1,300,000. E -� �� v SHALL B SPECIES GROUP ONE : ...,..: . . 12. ALL SHEATHING AND SUB FLOORING E . x a � NAME EXTERIOR GRADE, THICKNESS AS INDICATED ON DRAWINGS. ROOM NUMBER I- XXX �.d :.• . 13. FLOOR J015T5 SHALL BE DOUBLED AT END RUNS, PARALLEL Ceiling 1:Flat Ceiling or Scissor Truss 1,283 b 38.0 0.0 0.030 38 U^1 I H ERRMAN N . PARTITIONS, BATHTUBS AND A5 SHOWN ON THE DRAWINGS. Wall 1:Wood frame,16•o.c. 3,129 20.0 0.0 0.059 163 LP2 LP1 ,t ' OSHGC.WALL TYPE 14. CRO55 BRIDGING SHALL BE INSTALLED AT ALL FLOOR SPANS Window 1:Wood Frame:Double Pane with Low-E 210 0.300 63 LU 0.28 5'-0" ON CENTER MAXIMUM. Window 2:Wood Frame:Double Pane with Low-E 13 4.290 4 15. INSTALL DIAGONAL BRACING AT CORNERS OF EXTERIOR STUD SHGC•0'28 -------- CONSTRUCTION ABOVE OR WALLS OR PLYWOOD SHEATHING NAILED TO COMPLY WITH Window 3:Wood Frame:Double Pane with Low-E 76 0.290 22 O 'S�,Y ,��' PROJECT TYPE: BELOW GRADE BUILDING CODE REQUIREMENTS. SHGC.4 41 Door 1:Glass 71 4,300 21 RESIDENCE ��I��i 'I�� 16. ALL HORIZONTAL FRAMING BEARING ON BEAMS, GIRDERS OR SHGC.0.23 N0. DOOR NUMBER SEE PLATES OF BEARING PARTITIONS SHALL BE LAPPED MINIMUM OF 4". Floor 1:All-Wood joist/Truss:Over Unconditioned space 1,283 32-0 D.0 0.031 40 ' I DOOR SCHEDULE 5 1 ' ALTERATION Compliance Statement., The proposed building design described here is consistent with the building plans,speci#icatians,and other ' 17. ALL FLUSH FRAMING SHALL BE TECO CONNECTED, 51ZED AND NAILED calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in IN ORDER TO SUPPORT THE REACTIVE LOAD OF THE MEMBER SUPPORTED. REScheck Version 4.7.1:and to comply with the mandatory requirements listed in the REScheck Inspection Checklist, ¢ CONCRETE MASONRY 15. BLOCKING SHALL BE PROVIDED IN THE FRAMING TO SUPPORT Name-Title Signature Date 4 LEADERS, GUTTERS, FASCIA ENDS, GYPSUM WALLBOARD EDGES AND ENLARGEMENT CORNERS, TOILET ACCESSORIES, CABINETS, CASINGS, ETC. O RIGID INSULATION 19. INSTALL FIRE 5TOPPIN6 AT ALL REQUIRED LOCATIONS TO COMPLY •�I WITH GOVERNING BUILDING GORES. ' I PROJECT ADDRESS: 20. PROVIDE FIRE RATED ASSEMBLIES AS GALLED FOR ON DRAWINGS. 2 0 1 181\0 1565 REYDON BRICK 21. ALL ROOF EAVES, RAFTERS SPACES ABOVE INSULATION AND '� a a DR I Y UNHEATED ATTIC, SPACES SHALL BE VENTED A5 INDICATED. Enritar�-Iiency7l," \ e 5-7.30' EXISTING 31 .20' 22. ALL STEEL SHALL BE TYPE A36 WITH A UNIT 5TRENGTH OF 22,000 PSI. tu e7 EN ... \:. ... \:. \\ '�i `\\ \\• 1..:.�� \�.�..: .\:: �0�� EXISTING SOUTHO Ft EARTH 23. ALL INTERIOR AREAS SUBJECT TO MOISTURE AND HIGH HUMIDITY - SHALL BE FINISHEWI D TH WATER RESISTANT 6YP5UM BOARD. Above-Grade Wall 20.00 I � /C / •�(11J NY 24. ALL PLUMBING, HVAC, AND ELECTRICAL WORK SHALL BE '•'d •- PER- Beiow-Grade Wall 0 100 ' b ` GRAVEL FORMED BY LICENSED CONTRACTORS IN ACCORDANCE WITH APPLICABLE GORES AND REGULATIONS GOVERNING. noor 32.00 25. ALL STORM WATER AND 5EWAGE DISPOSAL SYSTEMS SHALL BE DESIGNED AND INSTALLED AS PER GOVERNING CODES AND 'HEALTH DEPARTMENT �� Roof �r3.00 � ' CONCRETE - .FL.EL.13.6' ` 'OPOSED REGULATIONS. Ductwork (unconditioned spaces): GNEI: INSTALLED A , ..Pw N•9 26. ALL NEW UTILITIES INDICATED SHALL BE DE51 E AND // O ••• \ \ TERMINATED BY LOCAL UTILITY COMPANIES AS PEP UTILITY GO. \\ \\ STEEL REGULATIONS UNLESS OTHERWISE NOTED. .,:,. t?.3U 0.28 O i - * = 27. ALL NEW GON5TRUGTION SHALL MEET THE REQUIREMENT5 OF LOCAL •/ s+' 02176+- .0" •� AND STATE ENERGY CONSERVATION CODES. Door 0.30 0.23 01 I / I r .•••......•. dF 01 OF NO" u.•u�u.:� `Q . \\\...: \fit: a .: ,\�\�\\ �:\ I ��1�11�1��! 28. THE ABBREVIATED A.I.A. GENERAL CONDITIONS FOR CONSTRUCTION gg� i'�lBATT INSULATIO CONTAINED IN A.I.A. DOG. A107 ARE HEREBY MADE AN ADMINISTRATIVE Heating System: Propane Direct Vent Baiter 90%AFUE WI - -I PART OF THESE DRAWINGS, AS IF HEREIN WRITTEN IN FULL. ARCHITECT HAS NOT BEEN RETAINED FOR CONTRACT ADMINI5TRATION. Cbc>iinQ System: central System 14,5 SEERLLI _L IA FINISH WOOD 2q. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE. THESE DRAWINGS _ REVI 5 1 O N 5 ARE NOT TO BE SCALED. Water Heater: Tankless Unit _ `- - e No. Description Date 30. LARGER SCALE DETAILS SHALL HAVE PRECEDENCE OVER SMALLER P01-1M� 11 7 OR .\: ROUGH WOOD SCALE DRAWIN(5S. IT 15 THE INTENTION OF THE DRA.WING5 TO PROVIDE Name: Gar r�Lenhart RA Date: 05,10312021 A COMPLETE JOB IN ALL RESPECTS AND NO EXTRAS SHALL BE ALLOWED FOR MATERIALS AND/OR LABOR REQUIRED TO COMPLETE Comments SAND, PLASTER, GYPSUM BOARD THE WORK A5 INDICATED NOR SHALL THE ARCHITECT BE HELD RESPONSIBLE FOR ANY SUCH COSTS. 31. CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL.., STATE AND LOCAL CODE5, ORDINANCES, RULES AND REGULAETION5. x - '-- NEW EQUIPMENT 'NUMBER CONTRACTOR SHALL ARRANGE i# PAY FOR FOR ALL NEGE55ARY I L PERMITS AND INSPECTIONS INCLUDING THE OGCUPANGYGERTIFICATE BUILDING DIAGRAM CALCULATION AR566 AND ANY NEGE55ARY FEE A550CIATED WITH SUCH FILINGS. H4 HANDICAP SIGNAGE 32. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON FOR ENERGY ENVELOPE ASSEMBLY m O THE JOB AND THE ARCHITECTS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND GONI7ITION5 SHOWN ON THE ROOF AREA: 1,282.02 5F $ DRAWINGS. PROVIDED DIMENSIONS ARE SUBJECT T.? ACTUAL FIELD NEW WALL SEE DETAILS FIRST FLOOR AREA: 1,252.82 5F CONDITIONS AND NO CREDITS OR EXTRAS WILL BE ALLOWED FOR \ ' sum ,.,. r - - FOR GONSTRUGTION DISCREPANCIES UP TO 2'-0" IN ANY MEA5UREMEN?. SECOND FLOOR AREA: 1,231.20 5F MEMO 53. CONTRACTOR SHALL BE RESPONSIBLE FOR ADE6QUATELY BRACING EXTER. WALL5 AREA: 2,640.36 SIF .••�""' r---------1 AND PROTECTING ALL WORK DURING GON5TRUG"10N AGAINST NOTE: � i i EXISTING WALL DAMAGE, BREAKAGE, COLLAPSE, D15TORTION ANL) MISALIGNMENT r , L--------- TO BE REMOVED THE AREAS OF WINDOWS AND DOORS ARE OBTAINED FROM MANUFACTURER � ACCORDING TO APPLICABLE CODES, STANDARDS AND GOOD INFORMATION SEE SCHEDULE WINDOWS AT A-400.00 I �� CONSTRUCTION PRAGTIGE. S,. �� •� � ,{ t3 ,r EXISTING WALL TO BE 34. CONTRACTOR SHALL DISCONNECT, GAP AND RE-ROUTE ANY EXISTING v. � 00 REMAIN WATER, SANITARY OR UTILITY LINES IN AREA OF N!.kX FOUNDATION B SHALL ro FIRST FLOOR AREA: (30.4' x 40.5') + (6'X8.62')= ,... € USE HAND EXCAVATION IN AREAS OF 5USPE6TED )NT7ER GROUND 2 • �' 1,231.2 + 51.72-_ 1,282.02 SF UTILITIES AND SERVICES. IF ANY LINES ARE BROKEN OR DAMAGED, THE -- T T- TEMPORARY CONSTRUCTION CONTRACTOR WILL REPAIR AND REPLACE SAME AT HIS OWN EXPENSE AND 6.0' SECOND FLOOR AREA: 30.4' x-40.5'= 1,231.2 5F n f v FENCING EXTERIOR WALLS PERIMETER: ` ,L- ARRANGE FOR PROPER INSPECTION OF HI5 WORK. N .y� o, 0211.76 q, .0 [((30.4'+40.5')X2) x 18.11' HOT] + ((6'+8.62'+6')x8' HT= .(C3 PROGRAMMABLE HEATING AND 35. THE INSTALLATION OF ALL MATERIALS AND PRODUCTS SHALL MEET 2 STORY (141.80' x 18.11') + (20.62' x 5') = 2,567.�iq 5F + 164.86 5F w �� N OR THERMOSTAT COOLING ALL LOCAL FIRE DEPARTMENT'S REQUIREMENT5 AND REGULATIONS, 2,732.05 5F PROOF OF WHICH SHALL BE FURNISHED TO THE FIRE MARSHAL PRIOR GABLE ROOF WALL: (40.5' X q.55'/2) x 2= TO THE INSTALLATION OF SUCH MATERIALS AND PRODUCTS. lg3.gq 5F x 2= 357.0q SF 5F SQUARE FEET 36. FLASH, CAULK AND SEAL ALL JUNCTIONS OF NEW ROOFING, WALL5 TOTAL EXTERIOR WALL AREA: AND PENETRATIONS, TO FORM A WATERTIGHT ASSEMBLY. 2,732.05 + 357.9q= 3,128.04 5F P51 POUNDS PER 50./INCH ALL FLA51HIN6 TO BE 16 OUNCE COPPER SHEETING AND EXTEND AT LEAST S" ABOVE INTERSECTING 5URFAGE5. CODE 37. ALL STUD FRAMING HAVING AN UNSUPPORTED HEIGHT OF MORE THAN 5%r NO. SEE WINDOW 5CHEDULE APPROVED MANNER NER AT INTERVALS SI NGOOE GEED NO 5 BRACED IN AN CODE REQU I REM E N TS JrNINPON # 10 FEET ARE HAVE REQUIREMENTS 38. THE ENTIRE PREMISES, INSIDE AND OUT, SHALL BE c.L.EANED OF ALL ��®T �� 4 PLOT FLAN AND EXCESS MATERIALS, TO THE SATISFACTION OF THE OWNER, INGLUDING LABELS AND PROTECTIVE COATIN65 ON ALL ART. I\/ L06 DENSITY RESIDENTIAL R-40 DISTRICT FIRST FLOOR ENLARGEMENT MATERIALS. 3/32" = 1'-0" HARD WIRED SMOKE W/ CARBON 250-124 NON GONFORMING LOTS PLOT PLAN INFORMATIOOEjTAINED FROM JOB No. 260520 SD 3q. ALL MATERIALS STORED OR BROUGHT TO THE 51TE SHALL BE GO MONOXIDE DETECTORS SHALL NEATLY PILED AND PROTECTED AGAINST ALL ELEMENTS, THE LESS THAN 20,000 SF SURVEY DATED FEBRUAr 25, 2021 BY DRAWING DATE 4/20/2021 COMPLY W/ BG +107.2.11.1 $ BG OWNER AND ARCHITECT HAVE THE RIGHT TO REJECT ANY SUCH EXIST. 15T $ NEW 2ND FLOOR PECONIG SURVEYORS, P �f08.7.1.1 MATERIAL THEY DEEM DAMAGED, AND REPLACED AT THE DESCRIPTION MIN. REQ'D PROP05ED JOHN METZGER-LAND:�VEYOR DRAWN BY FDG NYS LIG. #49615 IT SHALL BE PROVIDED IN EVERY CONTRACTORS COST WITHIN GOOD CONSTRUCTION PRACTICE. FRONT SET BACK: 35' TEL. (631)765-5020. P.�30X 909 REVIEWED BY GL DWELLING UNIT WITHIN 15 FT OF ANY 40. IF THERE ARE ANY QUESTIONS REGARDING DISCREPANCIES OR REAR SETBACK: 31=751 64.63' EX15T. I EXIST. 15T FLR CONSTR. TO BE REMOVED 1230 TRAVELER ST. SOL-IHOLD, NY. 11971 SHEET: SLEEPING ROOM $ WITHIN EACH MATERIALS, PRACTICES, NOTES AND QUANTITIES OF MATERIALS SIDE YARD SETBACK: 'I0' 31.2' a 57.5' EX15T. SLEEPING ROOM CONTACT THE ARCHITECT IMMEDIATELY. AGGREGATE SIDEYARD SETBACK: -2rr l A-1 IL 41. SMOKE 4 G.O. DETECTORS SHALL BE INSTALLED ADJACENT TO EACH N o� 5LEEPING AREA AT EACH FLOOR LEVEL. seal E: A5 Indicated tN�r�,N 00r �1 DE516N ARCHITECT, P.G. GARY LENHART, R.A. ONE BRO,ADGA5T PLAZA SUITE 222 MERRICK, NY 11566 8" PEA GRAVEL 516-3_78-9000 FILL TO 4" BELOW HEAVY GA 6ALV. GORRUOATED STEEL 3 SILL 3 SIDED 9 5F AREAWAY SECURED THRU 3 FLAN6A-5 ABV. GERADE, BOTTOM @ 122PBELOW E6RE55 WINDOW A-5 29"X6o" CASEMENT WINDOW SILL, W/L 5TL LADDER YV/12" ALL DRAWINGS AND WRITTEN MATERIAL WINDOW 5-3"ABV O.G. RUNGS HOLD-DOWNS BY SIMP50N APPEARING HEREIN CONSTITUTES THE FIN. CELLAR FLOOR 6,-O, "HTT5" OR APPR. EQ. HOLD-DOWNS BY "SIMPSON" OR16INAL AND UNPUBLISHED WORK OF THE 30'-4 3/4" ARCHITECT AND MAY NO BE REPRODUCED, K Q � 30'-1 1/2 NEW 8TH. P.G. FDN WALL 4'-8" 8" "HTT5" OR APPR. EQ. DUPLICATED, USED OR DISCLOSED WITHOUT z X = 3 3 �3'-5 4THE WRITTEN CONSENT OF THE ARCHITECT5'-3 3/4" 7 0 1/5" 9'-3 s/8" 5/8" 5'-3 3/4" OR HIS REPRESENTATIVES. - - - - - - - - - - - - - - - - - - - - - - - - - - - - �'- `, z CLIENT: Z 1 -4 5/�4, _ I ��' 12'-5'.?/2"; - ____ � - - _ 6 N I w z 560 TJI 11--7/5" WU I B�''cRB�"cR1b"c z 1.NE' 'a°TH.' P.G.;EDN Y`L4LL ifJ ---`� m - Range J5T F.J. @ 16" O.G. - ---- p 1.. NEW�4"VV XS"}4T1=1'G g - z L - _ REBAR_@ 1F�"D.G.. m, _ !NV 3 #4 GONfIN:REINF @•. 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I (2)2X GIRDER 12)2X6 IRDE 2)2X6 IRDER XG SIR E I' 2X6 GIRDE )2X6 GIRDE 2)2X GIRDER 2)2X6 GIRDE i '�.... ____- - "AZEK LASED(2)2X10 DER _- --f E1_�"-GA ----3_9010 ----R-- "--------------- I ----_G_A_---- 2X10 BIRDER - --- -- ---- ----- - ---- --- ----- - -------- ------ ------------ ------------ I - ---------- ---_------ - -------- y -- - --- ---- -- ------- ---- - - ----------- I _. _-._.. _.. ._.._._. _. .. I 1/2" 4'-2 5/8' 4'-'75/5" 4'-10 1/2" 5'-5 3/4" 6'-O" 1 4" i��/ 6'-O" 10'-4 1/2" 8'-10 1/8" 10'-4 1/4" r - -- - - --- - - - - - - - �---- --------------------------------- -------------------------------------------------------------------- --- � �- 1'-8" 42'-4 3/4" II II 3 3 eD !� FIR5T FLOOR J:� 1/4" EXTERIOR WALL CONSTRUCTION +' s yb 'F EX15TIN& CELLAR ® 2X65TUD5 @16" O.C. AyRE�t: 1,282.82 5F � j � � '. 1/4" = 1'-0" INTERIOR PARTITIONS 1/2" 6W3 EA. SIDE OF 2x4 STUDS @16"O.G. W T&5, PRIME B PAINT FIN. GELLAR $ 15T NATURAL LIGHT � VENT. REQUIREMENTS HEADER SCHEDULE FLOOR PLAITS RESIDENTIAL CODE NYS. 5EGTION 303.1 1.-ALL HEADERS UP TO 4'-0" SPAN SHALL BE MIN. OF THREE 2x6 @ EXTER. WALLS $TWO 2"x6" FIRST FLOOR NATURAL LIGHT NATURAL VENT. @ INTER. PARTN, WITH 1/2" PLYWOOD BETWEEN ROOMS NUMBER AREA 5F. 5F. REQ'D SF. PROV'D 5F. REalI ) 5F. PROV'D 2.-ALL HEADERS OVER W-O" TO 10'-0" SPANS SHALL BE JOB No. OF THREE 2x8 @ EXTER. WALLS ff TWO 2"x8" DRAWING DATE 24/20 0� LIVING ROOM 101 461 36.88 113.90 15.44 53.74 @ INTER. PARTN, WITH 1/2" PLYWOOD BETWEEN KITCHEN -DINING 102 370 29.60 80.62 14.80 25.65 3.-HEADER5 IN EXCE55 OF 10'-0" SPAN REFER TO 5UE5T ROOM 104 143 11.44 29.70 5.72 11.30 DRANIN05 DRAWN BY FDG REVIEWED BY GL SHEET: A-2 O' 2' 4' 8' 16' o�' co SCALE: 1/41' _ 11-01f 00'it �O CO*- DF-516N ARCHITECT, P.C. GARY LENHART, R.A. ONE BROADCAST PLAZA SUITE 222 MERRICK, NY 11566 516-3�8-9000 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NO BE REPRODUCED, DUPLICATED, USED OR DISCLOSED WITHOUT 3 THE WRITTEN CONSENT OF THE ARCHITECT A-5 OR HIS REPRESENTATIVES. 3 30'-4 3/4" A-5 CLIENT: BARBARA T 4'-0" 11 -3 3/&[11 12'-10 1/8" 3/5'[11 4'_0.. DOUG 4 4 4 HERRMANN - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � r11 ILJI - - - - - - - - - - - - - - - - - - - - - - - - - -- II I I I lI I i � - - - - - - - - I I I I i HOLD-DOWN5 BY I HOLD-DOWNS BY e MP51 I I 51MP50N "HTT5" OR I "HTT5" OR APPR. Ec N I I APPR. EO. I I PROJECT TYPE: I ; I 11'-5 -7/8" 912�-�" 21-6 11-5 7/8" RE51D1 `� � GE I I 4 2" 4 2" 4 2" I ' I ALTERATION 5'- m 1/2 in @) I 1 - I BEDROOM -2 = - BEDROOM -3 I I I N I I I 1 I Washer Dryer -7 @) I DRY ; l i I � I I ENLAROEMENT I I � I 205 m LAU 20? v `� I I I I ry I I I I (Vp 1515F 1515F I I � — — — — — iV I I I I PROJECT ADDRESS: " 1 565 REYDON I _ x iv \ N 5D ry in " ry SD ry I I 6 CI I I N o � Co � � � ; � I I � I I -- -- - DRIVE 2OUTHOL D, �j 0 SHOWER m N CO HArLL ; I I I I NY 11 ci-71 I B HROOM-2 u) _ I ; v Q 201 3'-O 1/2 30 2oa i. MBATHROOMd) cA Zp I I I 1 2x12 RIP& I I I I 6-4 3/4" 11 1/z. q v v v v I - I I I I I 111111 I I D 1/2'11 1 1 10 A-5 - I I I WG LAV 2:1I I I I I I I I I 1 I (V I I " I I I I I -- i i A-5 A-5 - ,I I I - � • I I PULL DN STAIR I 11v I •' L -I------ k� I - - � TO ACCESS ATTIC iV /�I i _ N I I -ry I 9'•.021764-� .••• �� TFOFN ......••�OQ`�``� 9_ I I 'Y�lla. L05ET V MAJESTIC DIRECT VENT GAS I 1 I I I FIRED FIREPLACE MODEL OR I -� I COMBUSTIBLE TIGHTIFITTIOG I I 6 203 23 v `" u p I I I 9 1/2"/ 12" DOORS 0 O N �, MAsSTER -,�,/�" ; 1 9 /2°/ 12" I I REVI SIONS I II I BEDROOM No. Description Date I � i- _-r ►) ------- ----- --- -,�---3�0-5 ----------------------- 't , I I I I= /I\ VAULTED CLO I IQ LINEN CLOSET Q / I \ XJ I rry _ x •�-// I \\- I I I " 22 ry � ell / I \ 4- 0 / I 30'- 13/4" I I ;p I I I� HOLD-DOWNS BY � I \�ti HOLD-DOWN5 BY I SIMPSON "HTT5" OR �// V U j V �< SIMPSON "HTT5" OR i I APPR. EO. �-/ I \ APPR. EQ. ry/ Q� Q �If IY0 \�• 191/2' / 12 L- Q / " I ry \\ Q I L- - - - - - - - I- - - - - - - - - - - - - - - - - J L ---------- ---- -------------------- -I L - - - - - - - - - - -� Q IL IQ - L----------------------- -- -J- ry iv 1'-6" 4'-5 "1/5" 4'-5 1/ 4'-9" 4'-9" 4'-5 5/8" 4'-5 7/8" 10'-5 1/2" 3 3 VFN A-5 A-5 5ECOND FLOOR ROOF PLAN T� 1/4" = 1'-0" AREA: 1,252.92 5F 2ND FLOOR NATURAL LIGHT 4 VENT. REaUIREMENT5 HEADER SCHEDULE ROOF PLANS RESIDENTIAL CODE NYS. SECTION 303.1 1.-ALL HEADERS UP TO 4'-0" SPAN SHALL BE MIN. OF THREE 2x6 @ EXTER. WALLS 4 TWO 2"X6" FIRST FLOOR NATURAL LIGHT NATURAL VENT. @ INTER. PARTN, WITH 1/2" PLYWOOD BETWEEN ROOMS NUMBER AREA 5F. SF. REaV 5F. PROV'D 5F. REaV 5F. PROV'D 2.-ALL HEADERS OVER 4'-0" TO 10'-0" SPANS SHALL BE JOB No. 266 20 OF THREE 2x8 @ EXTER. WALLS 4 TWO 2"x8" MA5TER BEDROOM 202 390 31.20 -72.26 15.60 45.30 0 INTER. PARTN, WITH 1/2" PLYWOOD BETWEEN DRAWING DATE 4/20/2021 BEDROOM -2 205 15'1 12.56 24.0 6.28 9.0 3.-HEADER5 IN EXCESS OF 10'-0" SPAN REFER TO DRAWINGS DRAWN BY FDG BEDROOM -3 20"7 15-1 12.56 24.0 6.25 9.0 REVIEWED BY GL SHEET: A-3 O' 2' 4' 8' 16' N°- Oan N_to SCALE: 1/4„ _ 11-0" O 00 N BRICK CHIMNEY WITH T.CLAY FLUE CHIMNEY POTS, GEMENT WA5H GAP, COPPER FLA5HING 4 SPARK ARRESTORS BRICK CHIMNEY DF-516N ARCHITECT, P.C. �r ROOF PLAN ROOF PLAN ORY LENHRT, R.A. 31'-2 1/5 31'-2 1/b — — — — — ONE BROADCA5T PLAZA F- 12 SUITE 222 I FOER6LA55 REINFORCED 6 MERRI K, NY 11566 ASPHALT ROOF 5HINGLE5 00 12.. \ I m �p "AZEK" GLAD WD FASCIA ALUM. 6 GUTTERS $ LDRS W/B.E.FIN. BEADED 10 12" 12 I VINYL SEALED SOFFITS (TYP.) 12" ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTES THE 1/2" ORIGINAL AND UNPUBLISHED WORK OF THE I VINYL GLAD YNV WINDOW5 6 DR5 \ 12" ARCHITECT AND MAY NO BE REPRODUCED, W/ IN5UL. GLASS a- DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT OR HI5 REPRESENTATIVES. T.O.PLATE T.O.PLATE 20'-7 3/5' 20'--7 3/8" ry _ HORIZONTAL VINYL SIDING CLAP ff ® ® CLIENT: (j ry CORNER TRIM BY "GERTAINTEED" OR PPROVED EQUAL 10 10 BARBARA I$ ' T I FIBERGLA55 REINFORCED OUC-7 I N I ASPHALT ROOF 5HINGLE5 12" AN N I I (V q 1/.2,,_ SECOND FLOOR SECOND FLOOR 12'-7 3/8" — I I I I I "AZEK" GLAD YVD FASCIA 8 GIRDERS, PROJECT TYPE:ALUM. GUTTERS & LDRS SOFFITS R ./ID NCE - BEADED VINYL SEALED SOFFITSS (TYP.) �I m 8"x8" FIBERGL. REINF. LOADON O O O O O 1 BRNG PLASTIC ORNAMENTAL O COL5. GAPS 6 5A5E5 SET(TYP) WOOD DECK CONSTR.: �t I- 2X DECK BDS SET ON 2X6 D.J. r , � � �T @ 16" O.G. OVER (2)2X6 FLUSH � 11�`I� GIRDER ON 4X4 WD POSTS E- _ FIRST FLOG_ R � � FIRST FL R _ 2'-6"�® �� 2-6" PROJECT A�DDRE55: ORA�DE LE1/EL ORA�DE LEVEL _ - - - - - O" O„ DzI/E SOU HOLPI - _ 1 1 1 1 11=1 - I 1=1 I = I I_= I -� i I I - - I I = I I=1 I =7� =FEE I i I= = NY 11871 1 — I II—Iii c � I1 _ RIGHT 51DE ELEVATION FRONT ELEVATION -EA5T -NORTHJY114"' V-011 114" 1--0" 1764.1 ROOF PLAN � ROOF PLAN 31'-2 1/8" I I REVI SION5 No. Description Date I � I \ ryl O I I I kv T.O.P_L,4TE [� T�.O.P_LATE _ - - - - I - - - 20'-7 3/8" 20'-- 3/8" - - - - I 11 11 � 11 11 � I I I SECOND FLOOR SECOND FLOOR _ — — — i ry 12'--7 3/ 12'--7 3/8 O " j r�21� p4� (5 HH FIRST FLOOR FIRST FLOOR 'Tu 6 — — — — _- - EL.EYATIONS -� ORAtDE LEVEL d1 GRADE LEVEL - -- Oil oil JOB No. 266520 DRAWING DATE 4/20/2021 DRAWN BY Author REAR ELEVATION -kNE5T LEST SIDE ELEY TION -50UT REVIEWED BY Checker J � 1/4" = 1'-O" 5HEET: A-4 N O r N r SCALE: " O 1/411 = 1 -O N N 1 3 NEW ROOF CONSTRUCTION: A-5 FIBERGLASS REINFORCED ASPHALT 5HINGLE5 ON 15 LB. ROOF ROOF PLAN FELT @ "ICE 5HIELD" MEM13RANE @ EAVE5, HIPS S VALLEY5-01S11 — 5/8" EXT. GRADE GDX PLYWD SHEATHING ON 2x8 R.R. @ 16" O.G. W/RAFTERS TO RIDGE BD SIMP50N MT5 16 W/ 14 @ 10d NAILS RAFTERS TO PLATE -51MP50N H4 Yv/4 @ Sd NAILS. PROVIDE 6"THICK CELL 5PRAY OF DESIGN ARGH ITEGT, P.G. POLYURETHANE FOAM INWLATION "ICYNENE" (R-38)OR APPR. FASCIAS SOFFIT CONSTR.: EQ• PROPANE FIRED BOILER W/ VINYL 5oF(,-CITSS ALUM NUMYV DDRIADED GARY LENHA\RT, R.A. 2X G.TI TANKLE55 COIL. I I EDGE @ ROOF EAVE 5" BAKED (2)2X8 p @ 5211 OZ. PROVIDE WATER PROOF PLATF. �Y \ ENAMEL 014 ALUM. GUTTERS $ LDR5, R.R. r W/DRAIN FLOOR BELOW BOILER, m ONE BROADCAST PLAZA CEILING CONSTRUCTION: 3'-0"MIN.AROUND.I I CONNECT LDR5 TO SPLASH BLOCKS. 5/8" 055 EXTER. GRADE ON 2X8 G.J. @ 16" O.G. WITH 1,' " ® PROVIDE 1HR FG FR 5/6" SUITE 222 GWMERRICK, NY 11566B FIN.T85, PRIME 8 3 COATS PTD FIN. �i GNIB GLG ABOVE BOILER � PROVIDE FRESH AIR INTAKE 0 FOR COMBUSTION AIR W/ 7y 516-378-9000 GRAVITY DAMPERS,FLUE p EXHAUST OP'05. l7 PROVIDE DRAIN FLOOR NEW EXTERIOR WALLS : - CLAPBOARD VINYL SIDING BY "GERTAINTEED" OR APPR. EQUAL OVER TYVE.K BLDG WRAP ON 1/2" EXTER. GRADE GDX PLYY`1D SHEATHING ON 2x6 @ 16" O.G. STUD WALL vv/3-1/2" T.O.PLA�TE (R-20) FOAM IN5UL. 1/2" GYPSUM WALLBOARD T85 3 GOATS— — - — — — — — ALL DRAWINGS AND WRITTEN MATERIAL PRIME S FIN. PTD. GABLE END WALL GONNEG-IONS-SIMPSON :20'--73/S" APPEARING HEREIN CONSTITUTES THE ORIGINAL AND UNPUBL15HED WORK OF THE A35F W/12 @ Sd NAILS @ 16O.G. ; STUD PLATES TO R.J. - 51MP50N MT5 16" W/ 14 @ 10d NAILS; RIM JST TO SILL PLATES - p ARCHITECT AND MAY NO BE REPRODUCED, DUPLICATED, USED OR DISCLOSED WITHOUT 51MP50N A35F W/ 12 @ 8d NAILS @ 16" O.G. v - � � t- THE WRITTEN CONSENT OF THE ARCHITECT /HAL�-\ Q 1/2"VINYL BEADED SOFFIT OR HIS REPRESENTATIVES. ON 2X4 G.J. @16" O.G. o M/5ATHR OM r:2 1 NEW SECOND FLOOR CONSTRUCTION: v 2-1/4" x 25/32" T S G OAK HDI/4P STRIP FLOORING W/ Q iV R051N PAPER FIN.ON 3/4" GDX GRADE PLYWD 12„ CLIENT: SHEATHING ON 560 TJI 11-'7/8" F.J. @16"O.C. 5=CURE 11 ` 6 SHEATHING TO J0I5T5 W/CONSTRUCTION ADHESIVES -Id n` ' SCREW NAILS (DOUBLE JOIST BENEATH PARALLEL (L / _ _ Q 1/2 _ 5EG_OND FLOOR BARBARA PARTITIONS TUBS $COUNTERS) — K — -r 5/a" r-a° , „ z I I r s/a° 12 -� 3/8 _ 12„ OUO -r 5/8" - 3" FASCIAS S 50FFIT CONSTR.: HERRMJ� I r s/a" "AZEK" FASCIAS W/SEALED BEADED A � NEW FIRST FLOOR CON=TRUCTION: i ,' �' ,' r s/a" _ VINYL SOFFITS -ALUMINUM DRIP-EDGE @ T$G WD STRIP FLOORING OVER R051N PAPER OVER 3/4" i ' -t 5/5" ROOF EAVE 5" BAKED ENAMEL ON ALUM. SHEATHING GDX GRADE PLYWOOD 5HEATHIN6 ON 2x10 @ ' ` - s/8" :� c� GUTTERS $ LDR5, CONNECT LDR5 TO 16" O.G. SECURE SHEATHIP4G TO JOIST W/GONTRUG. i 5/ 5PLA5H BLOCKS. ADHE5IVE S -Id 50REW NAILS (DBL JOIST BENEATH ` _ ` i PARALLEL PARTN5, TUBS $COUNTER5) s "AZEK"GLARED (2)2x10 DINING DROPED GIRDER PROJECT TYPE: t 5/b" _ OAK WD STAIR TREADS, RISERS S RES I DE1�l GE WOOD DECK CONSTR.: - u e 0 u -r s/a 2X DECK BPS SET ON 2X6 D.J. - 1- STRINGERS $ PLTF BPS W/OPEN " / /�' \ /�' \ i 0.,, -I 5/a" RAILINGS TO C.Oi�1PLY ki/NYS BLDG @ 16" O.G.OVER (2)2X6 FLUSH 1 CODE -MIN.34"; MAX. 38" L.TEfi` TION GIRDER ON 4X4 WD PO5T5 ` '� (2)1-3/4"X9-1/4" TJI 2.OE LVL GIRDER I __ . FIRST FLOOR 2. NLAROEMENT ORA�DE LEVEL —z � � - --- -- ,•------- _ ----�-I= I - - -- - \ ---i-•---- _ - - ,NEW 8"x18" HGT- O" , F- �E_> _ 1/$" WOOD DECK CIONSTR.:IST. FLR 5TRUG. XTI"NO r va': P.G. BEAM GRAD2X DECK BPS SET ON 2X6 D.J. —III TO BE REMOVED. i 7 va,' @ 16"O.G. OVER(2)2X6 FLUSH PROJECT ADDRESS: NEW 8"x18" HC _� =� CEL "Ai va,' _ GIRDER ON 4X4 WD P05T5 P.G. BEAM GRADE 1/a° _ = _ - ± NEW STUGGO FIN. ON EXPOSED 1565 REYDON •,-1.1/a" m FDN WALL5 ABOVE FIN. GRADE -•NEW 3-1/2"m STD STL 1/8 - I I I—III I tL L ALLY COL. SET ON r ;• i/a - la I 24"x24"x12" HT P.G. _-r ya" r FTG ;. t/a"• --1-_ SOUTHOL.D, to � 'r Iia" •�' 1 I ° _ - •- B.O._FDN 7-10 314" FF EX15TINO CMU FDN WALLS NEW 5 RE P.G. FDN WALL SEGTI ON 1 -1 2 W/ 1#5 REBAR @ 16" O.G. 3 VERT. S HOR. DOWELED A 5 2 A-5 TO EXIST. CMU FDN WALL 1/4" = 1'-O" _ _ _ _ ROOF PLAN ��\\�� W/ 1#5 12" LONG ROD @ 12" (ALL FINISHES SHALL BE A5 SELECTED BY OWNER) — — — — — — — — ; „ �� S,ERE O.G.VERTICALLY r 31 -2 1/8 ,,,✓✓✓ PROPANE FIRED BOILER W/ 12" TANKLE55 COIL. PROVIDE WATER PROOF PLATF. W/DRAIN FLOOR BELOW BOILER,51-0" - - PRO MIN.AROUND. 6 C.TIE PROVIDE iHR FG FR 5/5" GWBCLGABOVE BOILER 32" O.G. PROVIDE FRESH AIR INTAKE 2 ❑FOR COMBUSTION AIR W/ 0 GRAVITY DAMPERS,FLUE 12 LU EXHAUST OP'05. q 1/2" PROVIDE DRAIN FLOOR v (V 3.5" THICK CLOSED CELL SPRAY CONTINUOUS BEAD OF SEALANT R \\ r R E V 15 1 O N 5 POLYURETHANE FOAM INSULATION \ it I No. Description Date NEW FIRST FLOOR CONSTRUCTION: TSG WD STRIP FLOORING OVER R051N r- \ CONTINUOUS BEAD OF ADHESIVE PAPER OVER 3/4" SHEATHING GDX GRADE _ __ _ _ T.O_.PL,�TE PLYWOOD 5HEATHING ON 2x10 @16" O.G. SECURE 5HEATHING TO JOIST W/GONTRUG. / / -1 \ 20'-7 3/5' �® FIRST FLOOR — — BENEATHEPARALLEL PARTN5 REN NAILS(TUBS COUNTER5) / / Q \ IL \\ / DROOM -2 M/BA�THROOM BEDROOM \\\ NEW(2)2x6 AGC,TRTD WD SILL PLATES / 205 0 204 (n W/5/8"CD x10" LONG ANCHOR BOLTS @ / /�' 202 12' 1/2"VINYL BEADED SOFFIT 4'-0"O.G. WITHIN 2'-0" OFF CORNERS W/ ON 2X4 G.J. @16" O.G. A ;�,a CONTIN.COPPER TERMITE SHIELD S SILL • - SEALER. -o" . II, ,I1 q 1/ SECOND FLOOR SILL SEALER — — — — I NEW GRADE BEAM CONSTR.: 2 32 1/4,k FASCIAS S SOFFIT CONSTR.: 8"x1'-6"HT CONCRETE GRADE BEAM YV I "AZEK" FASCIAS W/SEALED BEADED 2 #5 ROD5 @ TOP S BOTTOM. VINYL SOFFITS -ALUMINUM DRIP- EDGE @ °• 1 #5 x 12" LONG ROD SET INTO EXIST. (2)1-3/4"X 11-'VS"TJI ROOF EAVE 5" BAKED ENAMEL ON ALUM. SRAcDE_LEVEL — — — CMU FDN WALL @ 16" O.G.VOID FILLED i / / _ 2.OE LVL FLUSH GIRDER GUTTERS $ LDR5, CONNECT LDRS TO 0" :n - SOLID. -a SPLASH BLOCKS. } ° / ` \ / ` / w "AZEK" GLARED (2)2x10 �� KITCHEN - LIVING ROOM ` - � � � � � � � � DROPED GIRDER EX15TINS CMU FDN WALL5 DINING 101 ' ` = 8"x8" FIBERGL. REINF. LOAD -� BRNG PLASTIC ORNAMENTALwt ;` i I IL102 Q 0 \ ° 4 COLS. GAPS S BASES (TYP) 4; # 0 / / WOOD DECK CONSTR.: 0 i \ E:l2X DECK BD5 SET ON 2X6 D.J. LLOIRVER ON @ 16" O.G. OVER (2)2X6 FLUSH FIRST FLOOR YVD POSTS >�'0�NL��© NEN`� P.G. O RADE BEAM = —, -111 — GRADE LEVEL -(2)1-3/4"X9-1/4" TJI 011 SECTION DETI 2.0E LVL DROPED - ; EXISTING GIRDER _ AGCY TRTD 4X4 WD POST Ti - NEW 8"TH. P.G. FDN WALL — • - SET ON 1 "Cb X -O DEEP 1" = 1'-O" W/ 1#5 REBAR @ 16" O.G. CELLAR I I 2 3' VERT. $ HOR. DOWELED 2-r I �- P.G. PIER (TVP.) ✓ GTIOI �5 TO EXIST. CMU FDN WALL — - W/ 1#5 12" LONG ROD @ 12" _ GMU FDN WALL _ O.G.VERTICALLY a TO BE REMOVED-',' I —� I- TO BE REMOVED _ I= JOB No. 266520 �jI I _—� ��u_ _ I I�� °. � �I I I� _ - B.O.FDN DRAWING DATE 4/20/2021 NEW 24"W x 8"HT I I I III—NEW 3-1/2"m STD ST L= I ( I —III— I I I —III I= I I III _III_— 7 10 3/4 DRAWN BY Author P.G. FTG W/3 #4 LALLY CAL. SET ON 2 NEW 8"TH. P.G. FDN WALL GONTIN. REINF. @ 24"x24"x12" HT P.G. REVIEWED BY Checker TOP I BOTT. FTG A-5 W/1#5 REBAR @ 16" O.G. C� VERT. S HOR. DOWELED SHEET: ✓EGTION �2 TO EXIST.CMU FDN WALL W/ 1#5 12" LONG ROD @ 12" A-5 d O.G.VERTICALLY 1/4" = 1'-O" N N N� (ALL NOTES 51MILAR TO SECTION 1-1, U.O.N.) SCALE: A5 indicated U.)N 00 NAILING 50HEDULE F7)0 .. FA,5TEN INC SCHEDULEax" DE51GNRGHITEG DBL 2x6 TOP T, P.G. II PLATE (TYP.) ,�Pi�'ENDIX E" TABLE 2300.1 GARY LENHART, ,..0 R.A. (NEW YORK STATE BUILDING CODE) PROVIDE SOLID BLOCKINGRO,�DGf�ST ONE B PLAZAO AT ALL PLYWOOD SEAMS USE Sd COMMON NAILS " SUITE 222 \� CONNECTION FASTENER NUMBER OR SPACING REFER TO ELEVATION O.G.AT FIELD AND O ' MERRIGK NY 11566 4" al EDGE5 AT BLDG. ' JOIST TO BAND JOIST, FACE MAIL 16d COMMON 3CORNERS 516-378-9000 JOIST TO SILL OR GIRDER, TOE NAIL Sd COMMON 3 _ ? GIST TO NAIL. EACH END 5dCOMMON .2 to 2x6 BLOCKING TYP. r BRIDGING TO J E N _ � Uplift �� • LEDGER STRIP 16 �ad COMMON 3 AT EACH JOIST N AT SEAM AT ALL o �� BLDG. CORNERS I ht`sPr'ea . ALL DRAWINGS AND WRITTEN MATERIAL 1x6 OR LE55 SUB FLOOR TO Ed COMMON 2 w APPEARING HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE EACH JOIST FACE NAIL ?: ARCHITECT AND MAY NO BE REPRODUCED, OVER 1x6 5U5FLOOR TO EACH JOIST, 5dCOMMON 3 SOLID CORNERS VUPLICATED, USED OR DISCL05ED WITHOUT FACE NAIL 27" (MIN.) 2x6 WD 5TUD5 @16" O.C. ^• �, , (TYP.) o THE WRITTEN CONSENT OF THE ARCHITECT OR HI5 REPRESENTATIVES. 2 INCH SUB FLOOR TO JOIST OR GIRDER, 16d COMMON 2 PLAN A34 Z� BLIND AND FACE NAIL SOLE PLATE TO J015T OR BLOCKING, 16d COMMON 16" O.G. t FACE NAIL SHEAR CAPACITIES FOR 5HEARWALL MATERIALS i 5/S" GDX EXTERIOR CLIENT: GRADE PLYWOIOD TOP OR SOLE PLATE TO STUD, END NAIL 16d COMMON 2 SHEATHING GRADE: 1/16" OR THICKER WOOD STRUCTURAL PANELS A5 PER TABLE 3.170 i SHEATHING (TYP.) O { BARBARA Sd COMMON NAILS - 6" EDGE SPACING WFGM -2001 DOUBLE STUDS, FACE NAIL 10d COMMON 24" O.G. LINEAR SHEAR CAPACITY=436 plf (POUNDS PER LINEAR FT) Ot • '''' DOUBLE TOP PLATES, FACE NAIL 10d COMMON 16" O.G. ` • ; $� I "` DOUG GYPSUM WALLBOARD:1/2" 4'x8'SHEETS (BLOCKED)NAIL SIZE = 11 ga. 5GREW5 A5 PER TABLE 3.110 TOP PLATES, LAP AND INTER5ECTION5 - 2-16d OR 3-10d COMMON RECOMMENDED SHEAR CAPACITY= 1"15 PSF WFGM -2001 Application FACE NAIL � .. _` • HERRMA ` N I RIM J015T OR A5 1 s, �� ,�, CONTINUOUS HEADER, TWO PIECES 16d COMMON 16" O.G. ALONG EACH EDGE I ELEVATION PER PLANS 51MP50N STRONG—TIE %. \` v ��. CEILING JOISTS TO PLATE, TOE NAIL 8d COMMON 3 FULL HEIGHT SHEATHING OF TYPE 11 WALLS �T'°` °� F. g r a� 1 305.4.3 TYPE 11: CONTINUOUS HEADER TO STUI7, TOE NAIL 8d COMMON 3 EACH CORNER SHALL BE SHEATHED FOR AT LEAST 27 INCHES FOR 5 FOOT WALLil PROJECT TYPE: CEILING JOISTS, LAP5 OVER PARTITIONS, - 3-16d OR 4-10d COMMON HEIGHTS AND 34 INCHES FOR 10 FOOT WALL HEIGHTS AND SHALL BE COUNTED AS RES I DENGE a FACE NAIL FULL HEIGHTUD SHEATHING. STS SHALL BE DOUBLES AT EACH END OF TYPE II WALL. a CEILING JOISTS TO PARALLEL. RAFTERS, - 3-16d OR 4-10d COMMON ? LTERTION FACE NAIL RAFTER TO PLATE, TOE NAIL 8d COMMON 3 1 INCH BRACE TO EACH STUD AND PLATE, ad COMMON 2 � FACE NAIL ENLAR5EMENT 1x8 OR LE55 SHEATHING TO E'.AGH 8d COMMON 2 4'-0" MIN. NUMBER BEARING FACE NAIL OFFA5TENER5 REQUIRED BY OVER 1x8 SHEATHING TO EACH 8d GOMMON 3 TABLES PROJ�GT ADDRESS: BEARING, FACE NAIL F BUILT-UP CORNER STUDS 16d COMMON 24" O.G. 1 1 565 REYDON BUILT-UP GIRDERS AND BEAMS, 2Od COMMON 32" O.G. AT TOP 4 BOTTOM \ DRIVE OF THREE MEMBERS AND STAGGERED 2 ENDS AND AT EACH SPLICE 2 INCH PLANKS 16d COMMON 2 EACH BEARING SOUTHOLD, STUDS TO SOLE PLATE, END NAIL 16d COMMON 2 EACH END FRAMING MEMBERS IN EXTERIOR WALL / _- NY 11q-71 WOOD STRUCTURAL PANEL AND 6d COMMON, ANNULAR 6 O.G. EDGES AND IN ACCORDANCE A N BE FASTENED TOGETHER - - �� IN ACCORDANCE WITH TABLE OF THE \ PARTICLEBOARD SUB OR 5PIRAL THREAD 12 O.G. INTERMEDIATE STANDARD BUILDING CODE. IN ADDITION FLOORING (7) 15/32", 1/2" UPLIFT CONNECTORS SHALL BE PROVIDED TO RE515T THE UPLIFT LOA05 Ed COMMON OR 6d 6" O.G. EDGES AND LISTED IN TABLES.THE UPLIFT LOAD ANNULAR OR SPIRAL 12" O.G. INTERMEDIATE REQUIREMENTS MAY BE INTERPOLATED THREAD FOR INTERMEDIATE BUILDING WIDTH. ��\S,ERED A C,41 10d COMMON OR 8d 6" O.G. EDGES AND _ ANNULAR OR SPIRAL 6" O.G. INTERMEDIATE 15/32", 1/2" 16ga GALVANIZED WIRE 4" O.G. EDGE5 AND STAPLES, 3/8" MIN. 7" O.G. INTERMEDIATE TOP PLATE SPLIGE EA5TENIN6 REQUIREMENTS »sa-+ ..•' �� E FN HGP FCyO GROWW N 1 5/8" LENGTH TABLE 3.21 FG51MP50N 5TRONG—TI M - 2001 �i� r►:i::��ti�� 1�ga GALVANIZED WIRE 2 1/2" O.G. EDGES AND NOTE: TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE SIMP50N 5TRONG —TIE HS STAPLES, 3/8" MIN. 4" O.G. INTERMEDIATE CONNECTIONS USING 2-16d NAILS PER FOOT. FOR SHORTER SPLICE GROWN 1 5/5" LENGTH LENGTHS, THE NAIL SPACING SHALL BE REDUCED IN ORDER TO PROVIDE WOOD STRUCTURAL PANEL AND rod COMMON (WALL) 6" O.G. N EQUIVALENT NUMBER OF NAILS.. EDGE5 AND REVI 5 I O N 5 PARTICLEBOARD ROOF 4 WALL 8d COMMON (ROOF) 12" O.G. INTERMEDIATE No. Description Date SHEATHING 1/2" OR LE55 FINISH FLOOR 19/32" OR GREATER 8d COMMON 6" O.G. ED6E5 AND 2x4 TEMPORARY BRACING WOOD "I" JOIST 12" O.G. INTERMEDIATE DURING ERECTION 19/32", 3/4" 16ga GALVANIZED WIRE 2„ O.G. EDGE5 AND MT516 LTA515 STAPLES, 3/8 MIN. 5 O.G. INTERMEDIATE HD2A GROWN. LENGTH OF 1"+WOOD STRUCTURAL PANEL OR PARTICLEBOARD THICKNESS TJI PRO F.J. FIBERBOARD 1 1/2" GALVANIZED ROOFING NAIL 3" O.G. AT EDGES 5HEATHING 1 6d COMMON NAIL 6" O.G. AT OTHER BEARINC75 5/5" F.G. 60 1 HR F.R. 5/8" GYP. BD VERTICAL ALT. PERMANENT METAL GYP. BD CLO FIRE5TOP FA5TENLD TO 1/2", 25/32" 1 3/4" GALVANIZED ROOFING NAIL 3" O.G. AT EDGE5 PERMANENT SOLID BLOCKING EACH 51DE OF WD "I" J5T@ Sd COMMON NAIL 6" O.G. AT OTHER BEARINGS @ MID SPAN. (NOT TO EXCEED 6-0" DIAGONAL BRACING a MID SPAN. UNBRACEO) PER TPPN 2/00 (NOT TO EXCEED V-0" 420 SF AREA MAX. GYPSUM 11ga 1 1/2" GALVANIZED 7/16 HEAD 4" O.G. AT EDGE5 I UNBRACED) PER TPPN 2/00 SHEATHING 11ga 1 3/4" GALVANIZED 7/16 HEAD 8" O.G. AT OTHER BEARINGS / 4" O.G. AT EDGE5 �/w 1I 000 I I I t l J O I ST FIRE5TOf= 5" O.G. AT OTHER BEARINC7501 BRAC i N G DETAIL tr GYPSUM 1 3/4" DRYAALL sGrewS (2) 7" O.G. ON GEILIN65 ® 1" = 1'-0" DETAIL WALLBOARD 5" O.G. ON WALLS 1/2--, 5/8' 1 1/2 DRYWALL 5GREW5 (2) 7" O.G. ON GEILIN05 8" O.G. ON WALLS PARTICLEBOARD SIDING 6d (4) A3 5/4" (6) 8d (4)8d (4) i (2)1-3/4"x11-7/8" 51MP50N TOP }-q +Iro. oil rj LVL TJI HEADER FLANGE HANGERS INTERIOR ON HARDBOARD LAP 8d (5) CORROSION-RESISTANT 16" O.G. AT TOP i LBV3.56/11-7/8" WITH MIN. SHANK DIAMETER OF AND BOTTOM EDGES i 1/2" GMB W/ T45 PRIME PAINT FIN. SIDING DIRECT TO 0.099" 4 MIN. HEAD DIAMETER OF A35I= O \ I STUDS 5 n 2x6 5TUD5 C 16" O.G. 0.240" I i', , 'I HARDBOARD LAP 51DING 10d (6) CORRO51ON-RESI5TANT 16" O.G. AT TOP A35I= I �� OVER SHEATHING WITH MIN. SHANK DIAMETER OF AND BOTTOM EDGE5 Ln " _ 0.099" 4 MIN. HEAD DIAMETER OF 'I II,I 0.240" I NAILING �iJ - r 3-1/2" GL05 G HARDBOARD PANEL rod (6) CORROSION-RESISTANT 6" O.G. AT EDGE5 AND 560 TJI 11-1/5" ED ELL SPRAY POLY. FOAM ¢ SIDING DIRECT TO WITH MIN. SHANK DIAMETER OF 12" O.G. AT INTERMEDIATE I I ••- � •� � •I -• - -• �-•- - - •-• - WD "I" JOIST � INSUL. BY "IGYNENE" (R-20) SCHEDULE �I• STUDS 0.092" 4 MIN. HEAD DIAMETER OF SUPPORTS 51MPSON TOP 1/2" EXT. GRADE PLYWOOD STUDS LS 0.225" �� 1/2" VINYL SIDING FIN. LVL TJI TRIMMER FLANGE HANGERS HARDBOARD PANEL Ed (6) CORRO5ION-RE515TANT 6" O.G. AT EDGE5 AND LBV3.56/11-7/8" SIDINOVER 5HEATHING WITH MIN. SHANK DIAMETER OF 12" O.G. AT INTERMEDIATE G 0.092" 4 MIN. HEAD DIAMETER OF SUPPORTS EXTERIOR JOB No. 2 20 DRAWING DATE 4/20/2021 0.225 ` DRAWN BY FDG BUILT-U P H Did � �.J . H�N G ER5 EXTEIORiZ Y�IAL L FLAN REV IEWED BY GL 51MP50N STRONG—TIE FLOOR TO FLOOR CONNECTIONS CONNECTION DETAi LSECTION DETAIL SHEET: A �rn Nr N SCALE: A5 Indicated ,teN n N 00 r (0w .. 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