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xY.=' vaffol,r019" Town of Southold 11/10/2020 P.O.Box 1179 ,a 53095 Main Rd 'jfpQl �aO� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41586 Date: 11/10/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 375 Green Hill Ln, Greenport SCTM#: 473889 Sec/Block/Lot: 33.-247 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/30/2019 pursuant to which Building Permit No. 44617 dated 1/23/2020 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: one family dwelling with unfinished basement, covered front porch, outdoor shower stall and attached two car garage as applied for. The certificate is issued to Modern Age Builders LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-19-0102 .10/19/2020 ELECTRICAL CERTIFICATE NO. 44617 10/29/2020 PLUMBERS CERTIFICATION DATED 10/16/2020a es Sande ou Signature o�s�ffQ` TOWN OF SOUTHOLD �� ay BUILDING DEPARTMENT c x TOWN CLERK'S OFFICE SOUTHOLD, NY dol �a 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#: 44617 Date: 1/23/2020 Permission is hereby granted to: Zehner Dorothy J Rvc Trt 650 Moores Ln N PO BOX 250 Greenport, NY 11944 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 375 Green Hill Ln, Greenport SCTM #473889 Sec/Block/Lot# 33.-2-47 Pursuant to application dated 12/30/2019 and approved by the Building Inspector. ; To expire on 7/24/2021. l Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,934.80 CO-NEW DWELLING $50.00 Total: $1,984.80 Building Inspector Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, .n flvQx residing at -� 5.5 A/ 1ouYe r L, Ye • , S'c. tint properryb er's name) (Mailing Address) V 11lt'_ 7 I 1 do hereby authorize �R no t (Agent) to apply on my behalf to the Southold Building Departmcnt. \\P al?- (Owner's Si ature) (Date) ( A D ae Nxhe- bW I c co LLC (Print wner's Name) CONSENT TO INSPECTION M0 Uj �Ar-f ,the undersigned, do(es)hereby state: Owner(s)Name(s) LL-C- That the undersigned (is) (are) the owner(s) of the premises in the Town of Southold, located at .3-15 C-;�reenn �S" GLC=� (A which is shown and designated on the Suffolk County Tax Map as District 1000, Section 3 3 , Block cZ- , Lot 14-1 _ That the undersigned (has) (have) filed, or cause to be filed, an application in the Southold Town Building Inspector's Offic for the following: �n Uc;6e) That the undersigned do(es) hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances, rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections,do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws, ordinances, rules or regulations of the Town of Southold. Dated: Z ` (Signature) int Name) (Signature) (Print Name) Town Hall Annex J�-4 ® Telephone(631)765-1802 54375 Main Road `zs' `z r' Fax(631)765-9502 P.O.Box 1179 o sean.devlin(&-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To. Modern Age Blders LLC Address: 375 Green Hill Ln city Greenport st: NY zip: 11944 Building Permit* 44617 section 33 Block: 2 Lot- 47 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA- Puccio Electric License No 4806ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool X New X Renovation 2nd Floor X Hot Tub Addition Survey X Attic X Garage X INVENTORY Service 1 ph 200A Heat Duplec Recpt 61 Ceiling Fixtures 23 Bath Exhaust Fan 3 Servicer 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors 4 Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 42 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceding Fan Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt G8S Emergency Fixtures Time Clocks Disconnect Switches 40 4'LED Exit Fixtures FI Pump Other Equipment Gas Oven, Fridge, DW, W/D Notes. " AS BUILT, NO VISUAL DEFECTS " New House Inspector Signature: Date: October 29, 2020 S. Devlin-Cert Electrical Compliance Form As SOUr�o� Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 y Southold,NY 11971-0959 Q c4UNv,� , BUILDING DEPARTMENT TOWN OF SOUTHOLD D) D OCT 3 0 2020 1,T)CMI ,DE T. CERTIFICATION )7- x_t�IJ Date: (0 Iwo Building Permit No. � �t 6 -7 Owner: N O M A/ A-CYC 4o Imo' E U l i WJE R� LLC (PIease print) Plumber: 0/ adn Sndfts (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. ?"e ( mbers Signature Sworn to before me this ®®®ebettacaaa�a®coi day of , 20 ,S' ® IV i oio 9 ZZ Notary Public, County %,�YO�K _ , y TOWN OF SOUTHOLD BUILDING DEPT.- `,GuuffnI 765-1802 INSPECTION [%I/FOUNDATION 1ST lVb [ ] ROUGH PLBG. ` C ] 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 REMARKS: lS fcX/q4QW6 W __V vv/ L �t�Vh�ON�I�,CXV WL VV U r� I.s? DATE glow INSPECTOR SOF SOply° * # TOWN OF SOUTHOLD BUILDING DEPT. eoorm,��' 765-1802 INSPECTION- FOUNDATION 1 ST [ o'-ROUGH PLBG. [ ]7UNDATION 2ND Wf-'INSULATIOWCAULKING [ 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 INSPECTOR u r�r L pF SOVT -- # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] tNSULATIOWCAULKING [ ] FRAMING/STRAPPING [Vf FINAL WJ [ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ell [ A PRE C/O REMARKS: o R,KAAP7- ton 1�5wAl �[vv✓,fP,� So�L DATE INSPECTOR r� '2 a` i 2 ' u A } r , 9 =,w` ::_ F. . I�I Ilii III II. II I Illilllli _ � _ �Ilif;ii�I `� � � � � 1� �� � � � 1 �` � � ... a • ;, ---— �. I t � A � � x 3;. '•' ♦♦♦ ,� � _ _ -- _ ='. L L,^y !/•d: jZp ��i N �Y j i�d I♦,r "r" �; +" �'�,., '�' �� s w y � T r. Ilk n t: L \ d ---------------- AC i i f 4 i t7;, s. �r. a :=a +Y d q t� 1II ;r T. I V� n,Y r n. a ,Kra,;,.• ,y,. `.n3 �: z {�� e : 1 +,4 f " Ilk K IN Y a� f•_ Home Energy Rating Certificate Property HERS New Home 1000-33-2-47 Rating Type: Confirmed Certified Energy Rater: Jerry D'Amaro Modern Age Home Builders, LLC Rating Date: 2020-10-11 Rating Number: 2019_030 375 Green Hill Lane Registry ID: 076964464 Greenport, NY 11944 Estimated Annual Energy Cost Percent HERS Index: 46 Efficient Home Comparison: 54% Better Use MMBtu Heating 41.0 $Cost Cost 39% General information Cooling 1.7 $102 3% Conditioned Area 3619 sq. ft. House Type Single-family detached Hot Water 14.1 $327 10% Conditioned Volume 36542 cubic ft. Foundation Conditioned basement Lights/Appliances 26.8 $1507 44% Bedrooms 4 Photovoltaics -0.0 $-0 -0% Service Charges $151 4% Mechanical Systems Features Total 83.6 $3405 100% Heating: Fuel-fired air distribution, Propane, 96.1 AFUE. Water Heating: Conventional, Propane, 0.72 EF, 48.0 Gal. Criteria Cooling: Air conditioner, Electric, 15.1 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 10.00 CFM25 ECCC New York State 2020 Ventilation System Balanced: ERV, 108 cfm, 90.0 watts. Programmable Thermostat Heat=Yes; Coot=Yes Building Shell Features Ceiling Flat NA Slab R-0.0 Edge, R-0.0 Under Sealed Attic R-39.0 Exposed Floor NA Vaulted Ceiling NA Window Type U-Value: 0.300, SHGC: 0.320 Above Grade Walls R-20.0 Infiltration Rate Htg: 947 Clg: 947 CFM50 Foundation Walls R-11.0 Method Blower door HERS Rater D'Amaro Engineering and Surveying Lights and Appliance Features 20 Mariposa Lane Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Propane Manorville, NY 11949 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Electric 631-878.7808 Refrigerator(kWh/yr) 615 Clothes Dryer CEF 3.93 Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Co rado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. PPA Long Island Power iluthoriit 2012 Combustion Safety Testing Form LIPA ENERGY STAR*Homes Certified Home Address: 375 Green Hill Lane City: Greenport Builder Name: Modern Age Home Builders, LLC Builder Tracking# Combustion Appliance Zone(CAZ)# 1 of 1 Location of this CAZ: Basement/Attic (Use additional forms if more than one CAZ or ifhome has multiple heating systems or water heaters) Date of Test: October 11, 2020 Outdoors Temp During Test: 64 of CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: 0 pa. CAZ Ambient CO: 0 PPM Test Pressure: -4.0 pa. Appliances/Fireplace Simulated for Test? Yes— No Net Change: -4.0 pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Fireplace is a sealed unit with all combustion air from outside. 1&-afing;SjSleo Primary: Yes ✓ No— T e: Furnace ✓ Boiler—Heat Pump—Other E icien '" Fuel- a�` = CO- Venting'�Tvue 3' "Dra ilia`e 5'illa a "CO;,i CO ., O cle`T of ascal orst.Ccise' atura[ orst'Case) atural Rating: N_P✓ O_E N V_M_S✓ Pa. Pass ✓ Fail_ Pass,' Fail_ - PPM - PPM Yes ✓ T ie: Standard Tank ✓ Indirect Tanidess Size: 50 Style Common Vent❑ Wafel' e[l$eY ' Primary: No Instantaneous Commercial (See Note 5 below) (Gallons) a Stand Alone E'icienc s` Euei Tvne Z en"tir'�Q'7v�e`3 ' 'Dia t`� °'Sin lla�e�` S iin laQe'(Natural) {„C®L" "`C� (Ctr'cle'Typ'), (Pascal) (Wor'se-Case) ([3'orse Case) (Natural) EF: N P ✓O E N M✓ S - Pa. Pass ✓ Fail Pass✓Fail 4 PPM 4 PPM Oven is Electric or No Oven Exists ® Oven Range Hood Vented to Outside Yes ✓ No_ Oven CO - PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 1 Fuel Type. N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type. N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible, 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or hand 5 Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Jerry D'Amaro Rater Number: 2614397 Rater Signature: /' 7 Date: October 11, 2020 Ih brm 90106 02 CST Form 2012 Effective 1/1/2012 Corresponds to BHI -2012 New York State Residentia . Building Energy Standards oa This certificate°is for projects.,with,perrhits,applied,fpr after-Decelmber 28; 2010. 375 Green Hill Lane'Green ort NY 11944 Property AadreSS(Street, I own,ZIP Coae) Proiect Description a Single family Longg Island Power Authority,managed by PSEG ❑ Multifamily Electric Utility serving this address ❑ Addition ❑ Log Home February 2020 October 2020 Foundation Type Construction 5 I AK I Date Construction FINISH Date ® Basement ❑ Slab on Grade Il _3'(includes bsmt) 3,619 4 El Crawl Space Units # tones 11 Conaitionedq. Bedrooms R- 11 Basement/Crawl,Space Walls =Depth of Basement Insulation(ft) R- 39 Sloped Ceilings R- 0 Under Slab(at grade)" R- 30 Floors over Unheated Spaces R- 39 Flat Ceilings R- 0 Perimeter Slab Edge(at grade)' R- 20 Above-Grade Walls U-N/A Skylights ❑NFRC ❑Default U-0.30 Windows ©NFRC ❑Default U-0.28 Doors ©NFRC ❑Default Note:NFRC means the U-factor found on the manufacturer's label.Default values ar sed if the produc is missing a manufacturer's label.In this case,Default U-factor shall be determined in accordance with Tables 303.1.3 and 303.1.3(2)of the 010 ECCCNYS. Equipment Sizing: Heating and cooling equip t sized per ACCA Manual° Y ❑No Building Envelope complies with: ®Section 402.4.2.1 Test ult 1.55 AC%pOR �� ❑Section 402.4.2.2,Tabl 02.4.2(All applicable rovisions h v en inspected and verified) Central Air Conditioning Efficiency: 15.1 % a SEER Ventilation System: ®Exhaust ❑Supply ❑Bala d Ventilation Air Flow: 103 efm% ®Rated easured OTHER ENERGY FEATURES: Set continuous ventilation timer to 60 minutes eyM hour(continuous). Code-Compliance Method Used: Prescriptive method.' '❑NY REScheck Maximum UA: Your UA: ❑Book(see:Chapter 4 of the 2010 ECCCNYS) Software Total UA alternative method. ®Home Energy Rating Rating Score:Index 46 Rated by. Jerry D'Amaro a REScheck(see:www.energycodes.gov/rescheck for the New York Version) Note:For further instructions on Code Compliance Methods,see the Department of State Energy Code website at www.dos.ny.govldcealenergy_serv.htmi.Compliance paths are codified in the 2010 ECCCNYS,Section 101.5. 1 certify to (Owner)that the above information is correct and that the premises listed HAVE been constructed in accordance with the NYS Energy Conservation Construction code.- Signature ode.Signature Company Name Print Name Phone Number Date See 2010 ECCCNYS,Chapter 4 Section 401.3 for visibility-and placement requirements for this certificate. *Slab edge and underslab insulation is not required when the slab is>2'0"below finished grade in CDZ 4&5 and >4'0 below finished grade in CDZ 6. D'Amaro Engineering and Surveying, P.C. 20 MARIPOSA LANE `t'EL;(631)878-7808' MANORVILLE,N.Y. 11949 JDamaro@optonline.net June 23, 2020 Town of Southold Building Department J U L 2 2o2o LLI Town Hall Annex Building BTM—M- G DEp; 54375 Route 25 P.O.Box 1179 7IOIJD Southold, NY 11971 RE: 375 Green Hill Lane, Greenport,IVY S.C.T.M. No. 1000-033.00-02.00-047.000; Our Job No. 366-ad Southold Building Department File No. 44617 Construction Inspection To"Whom It May Concern: Due to Covid-19 and the closing of Town Hall I have been further retained by the builder of the subject property to perform Private Construction Inspection pursuant to § 144-6 paragraphs A.2.g Fire-resistan titrations and A.2d Energy Code compliance--air- sealing&insulation, in ieu of a building inspector from your office performing these tasks. It is my understanding that the builder has obtained prior approval from your department for privatization of these inspections. I am a licensed professional engineer in New York State and the designer of this dwelling. Date of Inspection: June 23, 2020 (The builder was not present during the inspection.) All construction was found to be in compliance with the Uniform Code of New York, 2015 IRC (as amended by N.Y.S. in 2017)and the 2015 IECC (as amended by N.Y.S. in 2016), and in conformance with the approved construction plans. A visual record of my inspection is maintained in my computer archive consisting of 29 high-resolution digital images. As always, I can be reached at my office by phone or Email if you have any further questions or comments. Respectfully submitted, 9 Je'ome T. 'Amaro II ofessianal Engineer, Land Surveyor&HERS Rater �,�' .. e��� � D'Amar® Engineering and Surveying, P.C. 20 MARIPOSA LANE TEL:(631)878-7808 MANORVILLE,N.Y. 11949 JDamaro@optonline.net July 15, 2020 Town of Southold Building Department Town Hall Annex Building 54375 Route 25 P.O.Box 1179 Southold, NY 11971 RE: 375 Green Hill Lane, Greenport,NY S.C.T.M. No. 1000-033.00-02.00-047.000; Our Job No. 366-ad Southold Building Department File No. 44617 Construction Inspection—rev. 1 To Whom It May Concern: Due to Covid-19 and the closing of Town Hall I have been further retained by the builder of the subject property to perform Private Construction Inspection pursuant to § 144-6 paragraphs A.2.g Fire-resistant penetrations and A.2J Energy Cade compliance—air- sealing &insulation, in lieu of a building inspector from your office performing these tasks. It is my understanding that the builder has obtained prior approval from your department for privatization of these inspections. I am a licensed professional engineer in New York State and the designer of this dwelling. Date of Inspection: June 23, 2020(The builder was not present during the inspection.) Inspected items: FIREPLACE & CHIMNEY, FIRE RESISTANT CONSTRUCTION and INSULATION/CAULKING. Insulation, air barriers and fire barriers in the firebox and frame chimney were in compliance, as was the listed factory-built fireplace exterior air supply duct and combustible construction clearances. Fire caulking, air sealing foam and insulation was installed per plan with the exception of the draped-batt foundation wall insulation. Open item from this inspection is the aforementioned draped-batt insulation. All construction was found to be in compliance with the Uniform Code of New York, 2015 IRC (as amended by N.Y.S. in 2017) and the 2015 IECC (as amended by N.Y.S. in 2016), and in conformance with the approved construction plans. Open items from the June 11, 2020 inspection that included FRAMING/STRAPPIL�IC�, ELECTRICAL(ROUGH) and ROUGH PLUMBING were reinspected and found corrected to comply with Cede. (Refer to letter of June 11, 2020) D'Amaro to Southold Building Dept. 2 July 15,2020 A visual record of my inspection is maintained in my computer archive consisting of 29 high-resolution digital images. As,always, I can be reached at my office by phone or Email if you have any further questions or comments. Respectfully submitted, i Of w+ iy 4 J omeT. D'Amaro II rofessional Engineer, Land Surveyor&HERS Rater a g z ®'Amar® Engineering and Surveying, P. 20 MARIPOSA LANE TEL:(631)878-7808 JUN 1 6 2020 MANORVILLE,N.Y. 11949 JDamaro@optonline.net June 11, 2020 Town of Southold Building Department Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold,NY 11971 RE: 375 Green Hill Lane, Greenport,NY S.C.T.M.No. 1000-033.00-02.00-047.000, Our Job No. 366-ad Southold Building Department File No. 44617 Construction Inspection To Whom It May Concern: Due to Covid-19 and the closing of Town Hall I have been retained by the builder of the subject property to perform Private Construction Inspection pursuant to § 144-6 paragraphs A.2.d Framing and A.2.e Building systems—rough-in,in lieu of a building inspector from your office performing these tasks. It is my understanding that the builder has obtained prior approval from your department for privatization of these inspections. I am a licensed professional engineer in New York State and the designer of this dwelling. Date of Inspection: June 11, 2020 (The builder was present during the inspection.) All construction was found to be in compliance with the Uniform Code of New York with the exception of the following deficiencies to be corrected prior to the Energy Code compliance (insulation)inspection': 1. The kitchen drainage pipe shall be realigned and supported to provide the required minimum 1/ inch per foot slope per § P3005.3 2. The washer drainage pipe passes through a drilled hole in a stud where a steel shield plate is needed for protection against physical damage per§ P2603.2.1 3. Roof flashing shall be installed at the plumbing vent penetration through the roof sheathing per § R903.2 A visual record of my inspection is maintained in my computer archive consisting of 48 high-resolution digital images. 'Code references refer to the 2015 International Residential Code as amended by New York State D'Amaro to Southold Building Dept. 2 June 11, 2020 As always, I can be reached at my office by phone or Email if you have any further questions or comments. Respectfully submitted, e erome T.D'Amaro II Professional Engineer,Land Surveyor&HERS Rater �tl j - JUN 1 6 2020 Bufldng Summary Property Organization HERS Dorothy J. Zehner Trust DAmaro Engineering Projected Rating 375 Green Hill Lane 631-878-7808 2019-11-18 Greenport, NY 11944 Jerry DAmaro Rating No:2019_030 Rater ID:2614397 Weather:Riverhead, NY Builder New Home 1000-33-2-47 Modern Age Homebuilding, LLC 2019 030 375 Green Hill La.P.CC.blg wv� ,zr -.Y M Building Name New Home 1000-33-2-47 Owners Name Dorothy J. Zehner Trust Property Address 375 Green Hill Lane City, St, Zip Greenport, NY 11944 Phone Number Builder's Name Modem Age Homebuilding, LLC Phone Number 631-569-4513 Email Address peter@modernagehomebuilding.com Plan/Model Name Vanderbilt 2-R-S Deluxe Community/Development Local subdivision Identifier/Other " ."'vr'z'." `5-`^a(^T"^'o - _ _ - _ J..' -*� ..-✓��4.wo..-e,:#^""' _ _RtRz'.m - ��'ler_R..�yrvrt�«m.� �� - lih`. - 3 '2 �'Or �ariiizatll ri>Inforrrlati`® :=�_ =t-�;�Yr>��,, Organization Name DAmaro Engineering Address 20 Mariposa Lane City, St, Zip Manorville, NY 11949 Phone Number 631-878-7808 Website www.damaroengineering.com - -.'K. n_un, - ,x�w,i£a;`...=.` 3.;_.--• a_'c»,xis=�.`�'^ `<'ri'�'3s ,.�.,� *a - dtil'lt fR. n N r,n Provider ID 1998-072 Sample Set ID 00000000 Registry ID Registry Date Registered Raters Name Jerry DAmaro Rater's ID 2614397 Ratees Email jdamaroCoptonline.net Last Field Insp 2019-11-18 Rating Type Projected Rating Reason for Rating New Home Rating Number 2019_030 Rating Permit Date 11/18/2019 REM/Rate-Residential Energy Analysis and Rating Software vi 5.8 This information does not constitute any warranty of energy costs or savings. ©1985-2019 NORESCO, Boulder,Colorado. Buffdng Summary Property Organization HERS Dorothy J. Zehner Trust DAmaro Engineering Projected Rating 375 Green Hill Lane 631-878-7808 2019-11-18 Greenport, NY 11944 Jerry DAmaro Rating No:2019_030 Rater ID:2614397 Weather:Riverhead, NY Builder New Home 1000-33-2-47 Modern Age Homebuilding, LLC 2019_030 375 Green Hill La.P.CC.blg -gyp - - 1, aenei<-al; rat-16h Area of Conditioned. Space(sq ft) 3619 Volume of Conditioned. Space 36542 Year Built 2019 Housing Type Single-family detached Level Type(Apartments Only) None Floors on or Above-Grade 2 Number of Bedrooms 4 Foundation Type Conditioned basement Foundation is w/in Infiltration Volume: N/A Enclosed Crawl Space Type N/A Number of Stories Including Conditioned Basement 3 Thermal Boundary Location N/A _l-®and` t ®n'VYa�lj�trtforrriati®r Name Library Entry Location Length(ft) Total Depth Height Uo Value Uo Value Height(ft) Below Above Combo* (wall only) Grade(ft) Grade(ft) main R-11 Paramount Cond->ambient/grr 127.6 7.8 6.3 1.5 0.059 0.086 to garage R-11 Paramount Cond->garage/gmd 22.7 7.8 6.3 1.5 0.059 0.086 Uo Value Combo combines wall, airfilm, and soil path 1 o at`o�y,VVall Labra= L s Foundation Wall: R-11 Paramount Type Solid concrete or stone Thickness(in) 8.0 Studs None Interior Insulation Continuous R-Value 11.0 Frame Cavity R-Value 0.0 Cavity Insulation Grade 1 Ins top 0.0 ft from top of wall Ins Bottom 0.0 ft from bottom of wall Exterior Insulation R-Value 0.0 REM/Rate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. © 1985-2019 NORESCO, Boulder, Colorado. Page 2 of 13 Buflding Summary Property Organization HERS Dorothy J. Zehner Trust DAmaro Engineering Projected Rating 375 Green Hill Lane 631-878-7808 2019-11-18 Greenport, NY 11944 Jerry DAmaro Rating No:2019_030 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-33-2-47 Modern Age Homebuilding, LLC 2019_030 375 Green Hill La.P.CC.blg Foundation,Wall:,L°ibrary List- Ins istIns top 0.0 ft from top of wall Ins bottom 0.0 ft below grade Note JD, Blanket Wall Name Library Entry Area(sq ft) Depth Below Full Exposed On-Grade Grade(ft) Perimeter(ft) Perimeter(ft) Perimeter(ft) main R-0 Paramount 1218 6.3 150 150 0 1$16b floor, -Library«List Slab Floor: R-0 Paramount Slab Covering None Perimeter Insulation (R-Value) 0.0 Perimeter Insulation Depth (ft) 0.0 Under-Slab Insulation (R-Value) 0.0 Under-Slab Insulation Width (ft) 0.0 Slab Insulation Grade 1 Radiant Slab No Note JD 77 Rim,and Band Joist.Information��_ Name Location Area(sq ft) Continuous Framed Cavity Ins Joist Insulation Uo Value Ins Cavity Ins Thk(in) Spacing Grade FF to outside Cond > 127.60 0.0 13.0 2.0 16.0 1 0.078 ambient FF to garage Cond -> garage 22.70 0.0 13.0 2.0 16.0 1 0.078 2F to outside Cond -> 108.60 '0.0 13.0 2.0 16.0 1 0.078' ambient 2F to attic Cond > attic 22.70 0.0 13.0 2.0 16.0 1 0.078 lAbove=Grade'Wallw� Name Library Entry Location Exterior Color Area(sq ft) Uo Value main R-20 Batt+Rigid Cond > ambient Medium 2175.00 0.056 to garage/attic R15,FG2,4-16 Cond > garage Medium 260.00 0.084 REM/Rate- Residential Energy Analysis and Rating Software v15.8 This'information does not constitute any warranty'of energy costs or savings. ©1985-2019 NORESCO, Boulder, Colorado. Page 3 of 13 auflding Summary Property Organization HERS Dorothy J. Zehner Trust DAmaro Engineering Projected Rating 375 Green Hill Lane 631-878-7808 2019-11-18 Greenport, NY 11944 Jerry DAmaro Rating No:2019_030 Rater ID:2614397 Weather:Riverhead, NY Builder New Home 1000-33-2-47 Modern Age Homebuilding, LLC 2019_030 375 Green Hill La.P.CC.blg Above-Grade Wall Name Library Entry Location _ Exterior Color Area(sq ft)� Uo Value attic gables R-18 SPF+Rigid Sealed Attic-> ambient Medium 312.00 0.058 !Above-Grade=Wall Library Above-Grade Wall: R-20 Batt+Rigid Information From Quick Fill Screen Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) 5.0 Frame Cavity Insulation (R-Value) 15.0 Frame Cavity Insulation Thickness (in) 3.5 Frame Cavity Insulation Grade 2 Stud Size (w x d, in) 1.5 x 3.5 Stud Spacing (in o.c.) 16.0 Framing Factor- (default) 0.2300 Gypsum Thickness (in) 0.5 Note JD,Batt+ Rigid Foam Above-Grade Wall: R15,FG2,4-16 Information From Quick Fill Screen Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) 0.0 Frame Cavity Insulation (R-Value) 15.0 Frame Cavity Insulation Thickness(in) 3.5 Frame Cavity Insulation Grade 2 Stud Size (w x d, in) 1.5 x 3.5 Stud Spacing (in o.c.) 16.0 Framing Factor- (default) 0.2300 Gypsum Thickness (in) 0.5 Note Updated Grade II BH 10/24/05 Above-Grade Wall: R-1 B SPF+Rigid Information From Quick Fill Screen Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) 5.0 Frame Cavity Insulation (R-Value) 13.0 REM/Rate - Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. © 1985-2019 NORESCO, Boulder, Colorado. Page 4 of 13 Bufl(fflns Summary Property Organization HERS Dorothy J. Zehner Trust DAmaro Engineering Projected Rating 375 Green Hill Lane 631-878-7808 2019-11-18 Greenport, NY 11944 Jerry DAmaro Rating No:2019_030'• RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-33-2-47 Modern Age Homebuilding, LLC 2019_030 375 Green Hill La.P.CC.blg Above-GradelNall Libra List r. v� Frame Cavity Insulation Thickness (in) 2.0 Frame Cavity Insulation Grade 1 Stud Size (w x d, in) 1.5 x 3.5 Stud Spacing (in o.c.) 16.0 Framing Factor- (default) 0.2300 Gypsum Thickness (in) 0.0 Note JD,2"closed-cell SPF+R-5 Rigid Foam ,-Windowlnforthation Overhang _ --Interior Adjacent _�1 Name Wall Orient U-Vatue SHGC Area Depth To Top To Btm Winter Summer Winter Summer Assignment (sgft) (ft) (ft) (ft) Shading Shading Shading Shading D1 AGWall1 Southwes 0.300 0.320 41.00 1.0 11.0 18.0 0.85 0.70 None None W2 AGWall1 Southwes 0.300 0.320 44.40 1.0 11.0 16.0 0.85 0.70 None None W4 AGWall1 Southwes 0.300 0.320 16.00 1.0 1.5 5.5 0.85 0.70 None None W6 AGWall1 North 0.300 0.290 20.00 4.0 0.5 5.5 0.85 0.70 None None W7 AGWall1 Northeast 0.300 0.290 30.00 5.0 0.5 5.5 0.85 0.70 None None W8 AGWall1 East 0.300 0.290 20.00 5.0 0.5 5.5 0.85 0.70 None None W11 AGWall1 Southwes 0.300 0.320 15.00 1.0 1.0 6.0 0.85 0.70 None None W12 AGWall1 Southwes 0.300 0.320 15.00 1.0 1.0 6.0 0.85 0.70 None None W13 AGWall1 Southwes 0.300 0.320 5.80 1.0 1.5 3.5 0.85 0.70 None None W14 AGWall1 Southwes 0.300 0.320 16.00 1.0 1.5 5.5 0.85 0.70 None None W15 AGWall1 North 0.300 0.290 20.00 0.5 1.5 6.5 0.85 0.70 None None W16 AGWall1 Northeasi 0.300 0.290 30.00 0.5 1.5 6.5 0.85 0.70 None None W17 AGWall1 East 0.300 0.290 20.00 0.5 1.5 6.5 0.85 0.70 None None W18 AGWall1 Northwes 0.300 0.320 15.00 0.5 6.0 11.0 0.85 0.70 None None W19 AGWall1 Northwes 0.300 0.320 9.00 0.5 4.0 5.5 0.85 0.70 None None W20 FndWallI Southwes 0.300 0.320 3.60 1.0 9.5 11.0 0.85 0.70 None None W21 FndWalll Southwes 0.300 0.320 3.60 1.0 19.0 20.5 0.85 0.70 None None W22 FndWall1 Northwes 0.300 0.320 3.60 0.5 21.0 22.5 0.85 0.70 None None Door Irformation- ,�_ Name Library Entry Wall Assignment Opaque Uo Value R-Value of Storm Door Area(sq ft) Opaque Area REM/Rate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. 0 1985-2019 NORESCO, Boulder, Colorado. Page 5 of 13 SUH(cflng Summary Property Organization HERS Dorothy J. Zehner Trust DAmaro Engineering Projected Rating 375 Green Hill Lane 631-878-7808 2019-11-18 Greenport, NY 11944 Jerry DAmaro Rating No:2019_030 Rater ID:2614397 Weather:Riverhead, NY Builder New Home 1000-33-2-47 Modern Age Homebuilding, LLC 2019_030 375 Green Hill La.P.CC.blg -Door Information Name Library Entry Wall Assignment Opaque Uo Value R-Value of Storm Door Area(sq ft) Opaque Area front Fiberglass U-0.28 JD AGWalt 1 40.0 0.222 3.6 No to garage Fiberglass U-0.17 JD AGWalt 2 20.0 0.147 5.9 No bsmt-to-outside PCH BSMT FndWall 1 21.6 0.182 4.5 No 'Roof Inforrliation Name Library Ceiling Roof Exterior Radiant Type Uo Value Cement or Roof Tile Entry Area(sq ft) Area(sq ft) Color Barrier Clay Tiles Ventilation main R-39 SPF SA 1207.00 1349.00 Medium No Sealed 0.035 No No Attic Roof Library List Ceiling: R-39 SPF SA Information From Quick Fill Screen Continous Insulation (R-Value) 0.0 Cavity Insulation (R-Value) 39.0 Cavity Insulation Thickness (in) 6.0 Cavity Insulation Grade 1 Gypsum Thickness (in) 0.500 Insulated Framing Size(w x h, in) 1.5 x 7.3 Insulated Framing Spacing (in o.c.) 16.0 Framing Factor- (default) 0.1412 Ceiling Type Sealed Attic Note JTD REM/Rate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. O 1985-2019 NORESCO, Boulder, Colorado. Page 6 of 13 Building Summary Property Organization HERS Dorothy J. Zehner Trust DAmaro Engineering' Projected Rating 375 Green Hill Lane 631-878-7808 2019-11-18 Greenport, NY 11944 Jerry DAmaro• Rating No:2019_030 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-33-2-47 Modern Age Homebuilding, LLC 2019_030 375 Green Hill La.P.CC.big chanica, 6 a' 'it. , z 4uyt. - aim Number of Mechanical Systems 3 Heating SetPoint(F) 68.0 Heating Setback Thermostat Present Cooling SetPoint(F) 78.0 Cooling Setup Thermostat Present DHW SetPoint(F) 125.0 P - i?- i k1 ' •„„_ SystemType Fuel-fired air distribution Fuel Type Propane Rated Output Capacity (kBtuh) 64.0 Seasonal Equipment Efficiency 96.1 AFUE Auxiliary Electric 426 Eae Note Lennox EL196UH070XE36B Number Of Units 1 Location Sealed Attic Performance Adjustment 100 Percent Load Served 100 `iF 3 kµ rs. G �9 Water Heater Type Conventional Fuel Type Propane Energy Factor 0.72 Recovery Efficiency 0.81 Water Tank Size (gallons) 50 Extra Tank Insulation (R-Value) 0.0 Note JTD,AO Smith GPVT-50 201,AHRI 5497175 Number Of Units 1 Location Conditioned area Performance Adjustment 100 Percent Load Served 100 - ri - - y - :r5 n fig. 3b�TOK= REM/Rate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. ©1985-2019 NORESCO, Boulder,Colorado. Page 7 of 13 Bufldng Summary Property Organization HERS Dorothy J. Zehner Trust DAmaro Engineering Projected Rating 375 Green Hill Lane 631-878-7808 2019-11-18 Greenport, NY 11944 Jerry DAmaro Rating No:2019_030 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-33-2-47 Modern Age Homebuilding, LLC 2.019_030 375 Green Hill La.P.CC.blg j Mectia icat'fE ia' ent": ,°�:' - �a' System Type Air conditioner Fuel Type Electric Rated Output Capacity (kBtuh) 36.0 Seasonal Equipment Efficiency 15.5 SEER Sensible Heat Fraction (SHF) 0.70 Note JTD,Lennox,AH R1 202539610 Number Of Units 1 Location Sealed Attic Performance Adjustment 100 Percent Load Served 100 All bath faucets ft showers <=2gpm false All DHW pipes fully insulated >= R-3 false Recirculation type None (standard system) Farthest fixture to DHW heater 40 TOTAL Pipelength for longest DHW run 70 DWHR unit present? false DHW Diagnostics dhwGpd 51.08 peRatio 0.70 dishwasherG pd 2.44 clothesWasherHotWaterG P D 0.52 EDeff 0.96 ewaste 24.89 tmains 57.60 dwhrWhlnletTempAdj 0.00 pumpConsKwh 0.00 pumpConsMmbtu 0.00 REM/Rate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. O 1985-2019 NORESCO, Boulder, Colorado. Page 8 of 13 Bufldng Summary Property Organization HERS Dorothy J. Zehner Trust DAmaro Engineering Projected Rating 375 Green Hill Lane 631-878-7808 2019-11-18 Greenport, NY 11944 Jerry DAmaro Rating No:2019_030 Rater ID:2614397 Weather:Riverhead, NY Builder New Home 1000-33-2-47 Modern Age Homebuilding, LLC 2019 030 375 Green Hill La.P.CC.blg Duct S, ,sfiems + Name main Conditioned Floor Area(sq ft) 3619.0 #of Returns 2 Heating System Prop Furn,64k,96%JD Cooling System JD,15.5SEER,36.OK Supply Duct Surface Area(sq ft) 732.8 Return Duct Surface Area(sq ft) 271.4 No bldg cavities used as ducts FALSE Type Location Percent Location R-Value Supply Conditioned space 100.0 4.2 Return Conditioned space 100.0 4.2 Test Exemptions I ECC TRUE RESNET 2019 FALSE ENERGY STAR LtO FALSE Duct Leakage Input Type Measured Test Type Total Duct Leakage Duct Test Stage Postconstruction Test LtO (based on Total DL) Total Duct Leakage Supply It Return 0.00 CFM @ 25 Pascals 135.00 CFM @ 25 Pascals Supply Only Not Applicable Return Only Not Applicable REM/Rate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. © 1985-2019 NORESCO, Boulder, Colorado. Page 9 of 13 DDufld'ng ' ummary Property Organization HERS Dorothy J. Zehner Trust DAmaro Engineering Projected Rating 375 Green Hill Lane 631-878-7808 2019-11-18 Greenport, NY 11944 Jerry DAmaro Rating No:2019_030 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-33-2-47 Modern Age Homebuilding, LLC 2019_030 375 Green Hill La.P.CC.blg infiltration_andd:Nlechanical Ventilation -- - _ Whole Dwelling Infiltration Input Type Blower door Heating Season Infiltration Value 3.00 ACH @ 50 Pascals Cooling Season Infiltration Value 3.00 ACH @ 50 Pascals Shelter Class 4 Code Verification Tested Mechanical Ventilation for IAQ Type Balanced Unable to Measure Mechanical Ventilation FALSE Rate(cfm) 100 Adjusted Sensible Recovery Efficiency(%) 69.00 Adjusted Total Recovery Efficiency(%) 50.00 Hours per Day 24.0 Fan Power(watts) 182.00 ECM Fan Motor true Ventilation Strategy for Cooling Cooling Season Ventilation Natural Ventilation Good Air Exchange forMulti-Family NA REWRate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. O 1985-2019 NORESCO, Boulder, Colorado. Page 10 of 13 Ruff ng Summary Property Organization HERS Dorothy J. Zehner Trust DAmaro Engineering Projected Rating 375 Green Hill Lane 631-878-7808 2019-11-18 Greenport, NY 11944 Jerry D'Amaro Rating No:2019_030 Rater ID:2614397 Weather:Riverhead, NY Builder New Home 1000-33-2-47 Modern Age Homebuilding, LLC 2019_030 375 Green Hill La.P.CC.blg - _ -- - hts;=and i� l 4Iricp _ ..-..�..--...n.-.�«'.-..<w...w..'$.�,.._+e�..»-.s..r...----o«..u.........,......:'lxa.l..:e:.�..a.k,;.`...Sws'."._.�..-.- :Z•�'.-..�'.>....t3...-••..,.+._... �n=.:->�`--,.5a&.'.w'.�,v..ks-:.-s�.;....'a��.-..:Wa.,_uw-,. H.,-,s�t....:it�b�.-w�.......-.:.s - ..-s.-�...:.,-.�.'.� Rating/RESNET audit Ceiling Fan CFM/Watt 0.00 Refrigerator kWh/yr 709 Refrigerator Location Conditioned Range/Oven Fuel Type Propane Induction Range No Convection Oven Yes Dishwasher Energy Factor 0.00 Dishwasher kWh/yr 270 Place Setting Capacity 12 Clothes Dryer Fuel Type Propane Location Conditioned Moisture Sensing Yes CEF 2.32 Clothes Washer Location Conditioned LER(kWh/yr) 151 IMEF 2.155 Capacity (CU.Ft) 3.310 Electricity Rate 0.11 Gas Rate 1.22 Annual Gas Cost 12.00 Qualifying Light Fixtures Interior Lights% 0.0 Exterior Lights% 0.0 Garage Lights% 0.0 Interior LEDs% 50.0 Exterior LEDs% 0.0 Garage LEDs% 0.0 REM/Rate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute'any warranty of energy costs or savings. 0 1985-2019 NORESCO, Boulder,Colorado. Page 11 of 13 uHdng Summary W Property Organization HERS Dorothy J. Zehner Trust DAmaro Engineering Projected Rating 375 Green Hill Lane 631-878-7808 2019-11-18 Greenport, NY 11944 Jerry DAmaro Rating No:2019_030 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-33-2-47 Modem Age Homebuilding, LLC 2019_030 375 Green Hill La.P.CC.blg ;,Mandatory Reglair•ements� IECC Requirements Verified IECC 06 false Verified IECC 09 false Verified IECC 12 false Verified IECC 15 true Verified IECC 18 false Verified NY-ECCC 2016 true Verified IECC MI false Verified IECC NC 2018 false EPA Requirements Rater certifies that the home complies with the following requirements for: None ENERGY STAR Version 3 Appliances Amount Refrigerators 1 Ceiling Fans 0 Exhaust Fans 0 Dishwashers 1 ENERGY STAR Multi-Family Checks Clothes washer is in a category with no ENERGY STAR options. NA Clothes dryer is in a category with no ENERGY STAR options. NA Apt or Townhome uses'Class AW'Windows. NA ENERGY STAR Version 3 Basements Basement Wall Area 50%Below Grad: true Basement Floor Area 1218.00 Slab Insulation Exemption: false Indoor airPlus Verification Checklist false EPA Field App ID REM/Rate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. 0 1985-2019 NORESCO, Boulder, Colorado. Page 12 of 13 ufldng Summary Property Organization HERS Dorothy J. Zehner Trust DAmaro Engineering Projected Rating 375 Green Hill Lane 631-878-7808 2019-11-18 Greenport, NY 11944 Jerry DAmaro Rating No:2019_030 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-33-2-47 Modern Age Homebuilding, LLC 2019_030 375 Green Hill La.P.CC.blg Home Builder ID Number Mandatory Requirements Verified Fenestration false Verified Insulation false Verified Duct Location false Verified Appliance false Verified Lighting false Verified Fan Efficiency false Verified Water Efficiency false Verified EPA Indoor airPLUS false Verified Renewable Energy Ready Solar Electric false Optional Home Builder Commitments for Recognition Certified under the EPA WaterSense for New Homes Program No Certified under the IBHS fortified for Safer Living Program No Followed the DOE Zero Energy Ready Home Quality No Management Guidelines The buyer of this home signed a waiver giving DOE Zero Energy No Ready Home access to utility bill data for one year. Adtive SoI'ar System Type None Collector Loop Type None Collector Type None Collector Orientation None Area(sq ft) 0.0 Tilt(degrees) 0.0 Volume(cu ft/gal) 0.0 REM/Rate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. ©1985-2019 NORESCO, Boulder, Colorado. Page 13 of 13 REW.Pate - Residential Energy Analysis and Rating Software v15.8 New York C®mpHance CertIfIcate Project Title: New Home 1000-33-2-47 Protected Rabin.- Based on Plans - Field Confirmation Required. Report Date 2019-11-18 Data Filename 2019_030 375 Green Hill La.P.CC.blg Energy Code 2015 IECC as amended by the 2016 Supplement to the New York State Energy Conservation Construction Code Permit# Location Riverhead, NY Construction Type Single-family detached Permit Date Heating Type Propane Glazing Area Percentage 13% Heating Degree Days 5294 HERS Index 56 Construction Site Owner/Agent Designer/Contractor HERS Rater 375 Green Hill Lane Dorothy J. Zehner Trust Modem Age Homebuilding, LLC DAmaro Engineering Greenport, NY 11944 375 Green Hill Lane 755 Waverly Avenue, Suite 218 Jerry DAmaro Greenport, NY 11944 Holtsville, NY 11742 Certification#2614397 631-569-4513 631-878-7808 Building Information Conditioned Area (sq ft) 3619 Conditioned Volume (cubic ft) 36542 Insulated Shell Area (sq ft) 6456 The items below will be inspected for energy code certification. Any deviation from these specifications should be brought to the attention of the HERS Rater, as soon as possible to assure that the project will still comply with energy code requirements. Compliance (must pass either UA or Performance Path) Code Compliance Pass UA Path Pass Performance Path Pass Duct R-Value Pass Maximum Energy Cost($/yr) 4675 Maximum UA 387 Your Home Energy Cost($/yr) 5016 Your Home UA 372 Better Than Code (Perf) 2.4% Better Than Code (UA) 3.9% Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor UA Ceilings Roof 1: R-39 SPF SA 1207 39.0 0.0 42 Above-Grade Walls AG Wall 1: R-20 Batt+Rigid 2175 15.0 5.0 122 AG Wall 2: R15,FG2,4-16 260 15.0 0.0 22 AG Wall 3: R-18 SPF+Rigid 312 13.0 5.0 18 REM/Rate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. ©1985-2019 NORESCO, Boulder, Colorado. REM/Rate - Residential Energy Analysis and Rating Software v15.8 New York C®r pHance Cerdflcate 4 Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter R-Value R-Value 11-Factor UA Joist 1: Cond - ambient 128 13.0 0.0 0 Joist 2: Cond -> garage 23 13.0 0.0 0 Joist 3: Cond - ambient 109 13.0 0.0 0 Joist 4: Cond -> attic 23 13.0 0.0 0 Window 1: Door U:0.30,5:0.32 41 0.300 12 Window 2: U:0.30, SHGC 0.32 SH 136 0.300 41 Window 3: U:0.30, SHGC:0.29 140 0.300 42 Door 1: Fiberglass U-0.28 JD 40 0.280 0 Door 2: Fiberglass U-0.17 JD 20 0.170 0 Basement Walls Wall 1: R-11 Paramount 963 0.0 11.0 56 Wall 2: R-11 Paramount 177 0.0 11.0 10 Window 4: U:0.30, SHGC 0.32 SH 11 0.300 3 Door 3 22 0.220 0 Infiltration Htg: 3.00 Clg: 3.00 ACH50 Mechanical Equipment Heating: Fuel-fired air distribution, 64.0 kBtuh, 96.1 AFUE. Water Heating: Conventional, Prop, 0.72 EF. Cooling: Air conditioner, 36.0 kBtuh, 15.5 SEER. Required signatures vary depending upon state and or local codes, requirements and regulations. Check with your local building department to determine which signatures are required for your application. Builder or Authorized Employee I certify that the home listed above shall be built to meet or exceed all requirements of the 2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to the local jurisdiction in which the home is built. Name-Title Signature Date Rater I, Jerry D'Amaro of DAmaro Engineering, certify that the home listed above, as modeled meets or exceeds all requirements of the 2015-IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to the local jurisdiction in which the home is built. I further attest that I am a certified Home Energy Rater and affiliated with a HERS Provider accredited by RESNET and adhering to the requirements of the Residential Energy Services Network RESNET Standards. REM/Rate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. ©1985-2019 NORESCO, Boulder,Colorado. Page 2 of 3 REWRate - Residential Energy Analysis and Rating Software v15.8 I., New York CompHanca cerdflocate Rater I, Jerry D'Amaro of DAmaro Engineering, certify that the home listed above, as modeled meets or exceeds all requirements of the 2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to the local jurisdiction in which the home is built. I further attest that I am a certified Home Energy Rater and affiliated with a HERS Provider accredited by RESNET and adhering to the requirements of the Residential Energy Services Network RESNET Standards. drr", �� G�✓vo `� Name Title qSignatu Date REM/Rate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. ©1985-2019 NORESCO, Boulder, Colorado. Page 3 of 3 FIELD INSPECTION REPORT I DATE COMMENTS 0A ms a- b FOUNDATION (IST) �1 ( �� V""'-'" ---------------------------------- ci FOUNDATION (2ND) z 0 w Sip H ROUGH FRAMING& PLUMBING H 4 Q INSULATION PER N.Y. y STATE ENERGY CODE Or, In W FINAL ff -70 ADDITIONAL COMMENTS Z Q� -1 pi 7 �o ® e� 'I`® 3v Qlp Flu W TOWN OF OUVL;OLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING I EPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. W-4 Trustees C.O.Application 2Flood Permit A1119- Examined J 2�� Single&Separate A Truss Identification Form Storm-Water Assessment Form 2 Contact: Approved Oq J ,20 Mail to: Jr n n k�cr `--ems S Disapproved a/c Qq 11C' Phone:(( —?I -Clio N Expiration ,20 Bu' ing Inspector APPLICATION FOR BUILDING PERMIT Date bPC=2M 2Q -, 20 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. 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, or alterations or for removal or demolition as herein described. The applicant agrees;to•cotnply,with-all,applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspecfo si on.Iiremises'arnd in building f6r necessary inspections. - '-J ,;•6;' DEC 3 0 2019 .�- (Signatur f applicant or name,cif a/cco�rrp/Joration) 7 NY ;t- (Mailing address of applicant) State whetheapplicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises 0 Je K11 A-ne 2 w 1 GI er'�f L LP- (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. q-1 CD 0'q-1- – H Plumbers License No. 3 Electricians License No.--149 – Other Trade's License No. — 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section 33 Block oL Lot �� Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended se and occupancy of proposed construction: a. Existing use and occupancy r0 OSS �l b. Intended use and occupancy 2 -tom.M ` S► 3. Nature of work(check which applicable): New Building ✓ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost-&' 2 s-C) oo-0 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. All 7. Dimensions of existing structures, if any: Front Rear_ _ Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of enfire new construction: Front 1p l I Rear 1q, fDepth y Height C2- c3 Number of Stories l I I 9. Size of lot: Front 15 o Rear ISO Depth JO �p r o 1 ne( o b �u 10. Date of Purchase �-�-.- c` 01) Name of Former Owner `rev cale TSq-- `� 11. Zone or use district in which premises are situated Sq0 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO x 13. Will lot be re-graded? YES X NO Will excess fill be removed from premises?YES NO X MDclem -k Su{'Fe�1g1+}old-Svc1Le, A) I 14. Names of Owner of premises pn,c_3u+�vS L1�Address V& - `►W I Phone No. 631 - -4 67 Name of Architect S b) AMM f b Address°ter` Phone No 1 - -7 - 7 o' Name of Contractor 30yy)e C-S Address Phone No. OLM o e 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF l L eea's being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the -ke,47 (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 knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swo o before met i day of SHERRI HILLENBERG �, NOTARY PUBLIC STATE OF N AK e #01 HI491 Notary Public COMMISS ON IN SUFFOLK S gnature of Applicant M.EXP.8128120 Scott A. Russell ��°Su p S�['ORM WA TIER.. SUPERVISOR M[A\N AcG)EMUENT SOUTHOLDTOWN HALL-P.O.Box 1179 r Town o ,southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 O� CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) Yes No ® ,A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ®WB. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance, ® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. OWE. Site preparation within the one-hundred-year f loodplain as depicted t on FIRM Map of any watercourse. F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature,Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department wit t1—your Building Permit Application. S.C.T.M. $: 1000 Date APPLfC4"rr—(Property owner,Design Profess6onaL Agent,Contractor,Other) NAME- ,"� Scctton Block Lot FOR BUIL/DIIN//G11 DEPARTMENT USE ONLY Contact in Ica J - - — — — — — — — — Reviewed By: q - - - - - - Date: 1 �o Property Address /Location of Construction Work: — — — — — — — — — — — — �� �� .// �- Approved for processing Building Coming Permit. — — — Stortnwater Management Control Plan Not Required. Gfe4e-o�p(-� Stormwater Management Control Pian is Required. (Forward to Engineering Department foi Review,) FORM 1 SMCP-TOS MAY 2014 APPLICANT S.C.T.M.": 1000 CHAPTER 236 tPtoperry Owner.Design Professional,Agent,Contractor.Other) �� CZ- )l \ D �3 Stormwater Management Control Plan CHECK LIST NAME: \JQn�t ✓ '-` section Block Lot S M C P -Plan Requirements• Provide ONE copy of the Building Permit Application. r"'R'"" Date: �k The applicant must provide a Complete Explanation and/or Reason for not providing V Z_� ��yall Information that has been Required by the following Checklist! gmlurc 71—Z— If Z— L ]. A Site Plan drawn to scale Not Less that 60'to the inch MUST YE NO NA If You answered No or NA to any Item,Please Provide Justification Here, show all of the following items: If you need additional room for explanations, Please Provide additional Papel. a. Location&Description of Property Boundaries �] b. Total Site Acreage. c. Existing-Natural&Man Made Features within 500 L.F. of the Site Boundary as required by§296-1702). d. Test Hole Data indicating Soil Characteristics&Depth to Ground Water. e e. Limits of Clearing&Area of Pro used Land Disturbance. f. Existing&"]' ' '' Contours of the Site (Vlininium z Intervata) 0 g. Location of all existing&proposed structures,roads, driveways;sidewalks,drainage improvements&utilities. h. Spot Grades& Finish Floor Elevations for all existing& proposed structures. 1. Location of proposed Swimming Pool and discharge ring. none-WcTos jr •. Location of proposed=Soll Stock ile Area(s). Y1� k. Location of proposed Construction Entrance/Staging Area(s). 0 1. Location of proposed concrete washout area(s). n�n� m.Location of all proposed erosion&sediment control measures. �r� o 2. Stormwater Management Control Plan must include Calculations showing that the Stormwater improvements are sized to capture,store,and infiltrate O� on-site,the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event. - 3. Details&Sectional Drawings for Stormwater practices are required for approval. Items requiring details shall include but not be limited_ to: a. Erosion&Sediment Controls. b. Construction Entrance&Site Access. _ Q� c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e. .infiltration basins,swales,etc.) 7Rcv R ENGINEERING DEPARTMENT USE ONLY**** Additional Information is Required. Stormwater Management Control Plan is Not Complete.ed "& I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -- - _ — Approved By: Stormwater Management Control Plan is Complete. SMCP has been approved by the Engineering Department. Date: FORA4 0 SWCP Check List-TOS MAY 2014 0C BUILDING DEIaARTiVIENT-Electrical inspector :;,'',; :-'" } TOWN OF SOUTHOLD Jn' {pf•, Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 ra err southoidto%1nn ov - seand southoldtownngov _0 - - v•� v APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) DateAA�, Company Name: %ACC_ +Q Name. le ftL License No.: L%ft- � email: • Address: gdftig5d Phone No.: .JOB SITE INFORMATION (All Information Required) Name: '���•�r�av 3 - !RW$: r-k, Address:31S Cros§ Street: Phone No.: tom% -St,sV-0111 BIdg.Permit#: yy"%-1 email: Tax Map District: 1000 Section: 3 Block: 0 Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: ay NO Rough In Final Do you need a Temp Certificate?: YES /&ON issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A #Meters Old Deter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead #E Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection FormAs �1v IDA Rzoti fls 57=4&P=5lee0zic42 w-&* 21 Frowein Rd.Center Moriches,NY 11934 u,o office:631-874-2098 Pax:631-874-7086 Ucensed Electrician - www.i3uccioelectriccorp.com Job NarAe&Address 3")-7 t L t z� Lights POOL: Hi Hats Pool Liglit Outlets 2 Switch(es) FlorescentLights I Primp SmokeDetectors Outlets i4 Q Switches GM; 3 SmokelCO Combos Timer GFI's Breaker(s) Ceiling Fans Sub-Panel Wiarnst Fans Bonding Fan Speed Controls Washer Dryer(GAS/BLECT ) Fireplace(GAS 1ELECTWC) Y Stove(GAS 11ELEC?` C) I A/C Units) _L_Dish Washer Outside Lights q GF IBreaker(s) Are Fault Breaker(s) f Panel 20AMP Total Breakers Breakers Used (updated-3/2020 Town Hall Annex "r $� i "' � Telephone(631)765-1802 54375 Main Road j�l ". Fax(631)765-9502 2 P.O. Box 1179 # Z= Southold,NY 11971-0959 N BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED !WOOD CONSTRUCTION SAND/OR TIMBER CONSTRUCTION Date: �0 - / 9 Owner: nO(Y1 el�.a �e(S L.L.C_ Location of Property: 0 k reen 01 T Please take 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 following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof fr ming (FR) Signature: Name (person submitting this form): R 0aern #rqe ldey'Sl Capacit (check applicable line): �`�cr Owner Owner representative TrussRegl5.docx Effective 111!2015 01/22/2020 1:49 PM FAX 6314766933 CRAMER [in 0002/0002 Pro National Title Agency, LLC 6901 Jericho Turnpike,Suite 210,Syosset,NY 11791 TITLE No: PROSS17350S SINGLE AND SEPARATE SEARCH CERTIFIES TO: Town of Southold 54375 Route 25 Southold,NY 11971 Our Company has completed a single and separate search for the above referenced premises and on the lots contiguous to the subject premises. The attached has been found of record at the Office of the County Clerk for the County of Suffolk. Subject premises: 375 Greenhill Lane,Greenport,NY 11944 (District: 1000 Section: 033.00 Block: 02.00 Lot: 047.000) Adjacent Premises: • Southerly: 215 Greenhill Lane,Greenport,NY (District: 1000 Section: 033.00 Block: 02.00 Tot:048.000) • Westerly: 650 Moore's Lane,Greenport,NY (District: 1000 Section: 033.00 Block: 02.00 Lot:040.000) • Northerly: 525 Greenhill Lane,Greenport,NY (District: 1000 Section:033.00 Block: 02.00 Lot: 046.000) • Easterly:Greenhill Lane,Greenport NY THE LIABILITY OF'Y HE COMPANY UNDER THIS SEARCH IS LIMI'T'ED TO$25,000.00 FOR ANY REASON. Certified as of.January 9,2020 at 9:00 A.M. Pro National Title Agency, LLC BY_ Jeremy S_Berlin,Esq. Title Officer Swom to before me this 2l st day o Hoary,2020 BRIAN MARUSCHAK Notary Public,State of New York No.0i MAS113126 ~Qualified in Suffolk County Nota7y My Commissiolt Expires July 19,20.ib A JAN 2 2 2020 Single and Separate Search PROSS17350S SUBJECT PREMISES 375 Greenhill Lane, Greenport, NY 11944 District 1000 Section 033.00 Block 02.00 Lot 047.000: FROM: H.J.S. Land & Development Corp. TO: Elizabeth Brandi DATED: 05/17/1969 RECORDED: 05/19/1969 LIBER: 6551 PAGE: 474 • Conveys Lot 047.000 only. ,l :Bra FROM: �" ElizabetndiTO: Dorothy Zehner DATED: �'t3/.19 RECORDED: 01/29/1986 LIBER: 9968 PAGE: 308 • Conveys Lot 047.000 only. FROM: CD_or Zehnery TO: Q The Dorothy J. Zehner Revocable Trust, under agreement,dated 'N-o-vember-'I.8,2004"_'—---_. ..---.-----M--- r DATED: 11/18/2004 RECORDED: 11/23/2004 LIBER: 12356 PAGE: 774 • Conveys Lot 047.000 only FROM: Dorothy J. Zehner, as Trustee,of Th e Dbf hto y�JrZehn -'') =:�,�Revocable'Trust, tender agreement dated November 18, 2004 TO: Modern Age Home Builders LLC DATED: 11/8/2019 RECORDED: 12/27/2019 LIBER: 13041 PAGE: 763 • Conveys Lot 047.000 only. • Last Deed of Record. Pro National Title Agency, LLC BY: Jeremy S. Berlin, Esq. Title Officer Sworn to before me this 13TH day of January,2020 BRIAN MARUSCHAK " Notary Public, State of New York No. 01 MA6113126 Notary Qualified In Suffolk County My Commission Expires July 19,20�_vw Single and Separate Search Continued... PROSS17350S PREMISES ADJACENT SOUTHERLY TO 215 Greenhill Lane, Greenport, NY 11944 District 1000 Section 033.00 Block 02.00 Lot 048.000: FROM: H.J.S. Land & Development Corp. TO: - Frank Sturm DATED: 06/23/1972 RECORDED: 06/27/1972 LIBER: 7185 PAGE: 258 • Conveys Lot 048.000 and more. FROM: Frank Sturm TO: George W. Wetmore and Carol L. Wetmore, his wife DATED: 03/06/1973 RECORDED: 03/09/1973 LIBER: 7357 PAGE: 57 • Conveys Lot 048.000 only. FROM: George W. Wetmore and Carol L. Wetmore, his wife TO: William Schmidl and Helen Schmidl, his wife DATED: 12/02/1974 RECORDED: 12/02/1974 LIBER: 7761 PAGE: 15 • Conveys Lot 048.000 only. FROM: Helen Schmidl, as surviving tenant by the entirety TO: Rodney W. Brown and Cynthia M. Brown, husband and wife DATED: 01/27/1994 RECORDED: 02/18/1974 LIBER: 11664 PAGE: 209 • Conveys Lot 048.000 only. FROM: Cynthia M. Brown, as surviving tenant by the entirety TO: Curtis'F. Davids and Norma J. Kujawski, tenants in common DATED: 02/20/1997 RECORDED: 03/05/1997 LIBER: 11819 PAGE: 255 • Conveys Lot 048.000 only. Pro National Ti legenc , LLC , BY: Jeremy S. Berlin, Esq. Title Officer Sworn to before rile this 13TH day of January, 20 BRIAN MARUSCHAK Notary Public, State of New York No. 01 MA6113126 No ary Qualified in Suffolk County r%My Commission Expires July 19,20 0V Single and Separate Search Continued... PROSS17350S PREMISES ADJACENT SOUTHERLY TO 215 Greenhill Lane, Greenport, NY 11944 District 1000 Section 033.00 Block 02.00 Lot 048.000: (Continued): FROM: Curtis F. Davids and Norma J. Kujawski, tenants in common TO: Curtis F. Davids DATED: 05/01/1998 RECORDED: 05/01/1998 LIBER: 11891 PAGE: 279 • Conveys Lot 048.000 only. FROM: Gladys Barbara Davids, individually and as Administrator of the Estate of Curtis F. Davids TO: Thomas Karuss, as to a 44.9% interest, Rodica Krauss, as to a 44/9% interest and Peter Godhard, as to a 5.1% interest and Raluca Preda, as to a 5.1% interest DATED: 3/15/2018 RECORDED: 4/16/2018 LIBER: 12957 PAGE: 971 • Conveys Lot 048.000 only. • Last Deed of Record Pro National Titl ency, LLC BY: Jeremy S. Berlin, Esq. Title Officer Sworn to before me this 13TH day of January,2020 BRIAN MARUSCHAK Notary Public, State of New York No.01 MA6113126 Qualified in Suffolk County Notary My Commission Expires July 19,20 Single and Separate Search Continued... PROSS17350S PREMISES ADJACENT WESTERLY TO 650 Moore's Lane, Greenport, NY 11944 District 1000 Section 033.00 Block 02.00 Lot 040.000: FROM: H.J.S. Land & Development Corp. TO: Custodio Brandi and Elizabeth Brandi, his wife DATED: 04/20/1967 RECORDED: 04/26/1967 LIBER: 6141 PAGE: 521 • Conveys Lot 040.000 only. FROM: Custodio Brandi and.,Elizabeth•Brandi,-.his TO: �Howard�FlZehner and Dorofhy�J Ze�iner;`his wife DATED: 01723/1986 RECORDED: 01/29/1988 LIBER: 9968 PAGE: 305 • Conveys Lot 040.000 only. y FROM: ,Howard H. Zehner and Dorothy J-. Zehner.T..his_wife�> TO: Froward"H':"Zehner and*"Dorothy J. Zehner, as tenants in common DATED: 04/27/1990 RECORDED: 04/30/1990 LIBER: 11058 PAGE: 498 • Conveys Lot 040.000 only. FROM: Howard H. Zehner and_Dorothy J. Zehner, as tenants in common TO: TheHOward,H._Zehrier Revocable Trtxs� under agreement dated November 18,�2004,._Howard H. Zehner, as Trustee and The Dorothy J,� ner Revocable Tryst-under agreement dated November 18, 2004, Dorothy J. Zehner, as Trustee, as tenants in common DATED: 11/18/2004 RECORDED: 11/23/2004 LIBER: 12356 PAGE: 775 • Conveys Lot 040.000 only. • Last Deed of Record. Pro National Titl cy, LLC BY- Jeremy S. Berlin, Esq. Title Officer Sworn to before me this 13TH day of January,2020 BRIAN MARUSCHAK Notary Public, State of New York No. 01 MA6113126 Qualified In Suffolk County Notary My COn`MISsidn Expires July 19,20 Single and Separate Search Continued... PROSS17350S PREMISES ADJACENT NORTHERLY TO 525 Greenhill Lane, Greenport, NY 11944 District 1000 Section 033.00 Block 02.00 Lot 046.000: FROM: H.J.S. Land & Development Corp. TO: Frank Sturm DATED: 06/23/1972 RECORDED: 06/27/1972 LIBER: 7185 PAGE: 258 • Conveys Lot 046.000 and more. FROM: Frank Sturm TO: William Schroeher and Caroline Schroeher, his wife DATED: 09/04/1973 RECORDED: 10/02/1973 LIBER: 7501 PAGE: 286 • Conveys Lot 046.000 only. FROM: William Schroeher and Caroline Schroeher, his wife TO: William W. Schroeher, Kathy Schroeher Clare and Richard L. Schroeher DATED: 10/06/1987 RECORDED: 10/13/1987 LIBER: 10443 PAGE: 502 • Conveys Lot 046.000 only. FROM: William W. Schroeher, Kathy Schroeher Clare, Richard L. Schroeher and William Schroeher and Caroline Schroeher, his wife TO: Alvin L. Robins and Madeline Robins, his wife DATED: 11/14/1988 RECORDED: 12/01/1988 LIBER: 10747 PAGE: 81 • Conveys Lot 046.000 only. • Last Deed of Record. Pro National Title Agenc , LLC BY: Jeremy S. Berlin, Esq. Title Officer Sworn to before me this 13TH day of January,2020 BRIAN MARUSCHAK Notary Public, State of New York No. 01 MA6113126 Quelifled In Suffolk County My COMMISSIOn EXPIMS My 19,20 10 Notary Single and Separate Search Continued... PROSS17350S ROAD ADJACENT EASTERLY: Greenhill Road, Greenport, NY: See attached Street Report Pro National Title Age C BY: Jeremy S. Berlin, Esq. Title Officer Sworn to before me this 13TH day of January,2020 Notary BRIAN MARUSCHAK Notary Public, State of New York No. 01 MA6113126 Qualified In Suffolk County My Commission Expires July 19,20.16 i Jennifer Leeds Land Use Expediting 134 Sequoia Drive Coram, New York 11727 631-879-2684 JenniferLeeds0255@gmail.com December 29, 2019 Connie Bunch Town of Southold Building Department Town Hall 54375 NYS Route 25 Southold, NY 11971 Re: 375 Green Hill Lane, Greenport SCTM# 1000-33-2-47 Dear Connie: Enclosed herein you will find an application for new residential construction at the above mentioned location. The following is enclosed for your review: • Building Permit Application for a Single Family Dwelling • Owner's Authorization • Consent to Inspect • Application for construction of a Septic Tank • Truss form • Proof of Workers Compensation, Disability and Liability Insurance (will forward asap) • Storm Water Management Work Sheet with 2 copies of the plans • Suffolk County Department of Health Services Permit# R-19-0102 • Survey of Property • 4 sets of Construction Plans with energy compliance/ RES check If you require any additional information or have any questions regarding this application, please do not hesitate to call or email me. Yours very truly, Je nifer Leed Jennifer Leeds Land Use Expediting 134 Sequoia Drive Coram, New.York 11727 631-879-2684 JenniferLeeds0255@gmail.com January 15, 2020 Connie Bunch Town of Southold Building Department Town Hall 54375 NYS Route 25 Southold, NY 11971 Re: 375 Green Hill Lane, Greenport SCTM# 1000-33-2-47 Dear Connie: Enclosed herein you will find the following items to complete the application submitted for the above mentioned property. • Contractors Workers Compensation, Disability and Liability Insurance • Updated Single and Separate Search If you require any additional information or have any questions regarding this application, please do not hesitate to call or email me. Yours very truly, tJn ifer Le s JAN 1 7 2020 Jeruufer Leeds Leeds Expediting Services 134 Sequoia Drive, Coram.,New fork 11727 631-879-2684 JenniferLeeds0255@gmail.com February 17, 2020 Mr. Mike Verity Town of Southold Building Department 54375 NYS Route 25 Southold,NY 11971 Re: 375 Green Hill Lane, Greenport SCTM# 1000-33-2-47 Dear Mike: Enclosed herein you will find 2 original copies of the foundation location survey for the above mentioned property/Permit#44617. If you require any additional information or have any questions regarding this application,please do not hesitate to call or email me. Yours very truly, e fer L ds . . MAR (tel /�lodernAm Dome Builders, LLC 755 Waverly Ave, Suite 218 Holtsville NY 11742 631-569-4513 peter@modemagehomebuilding.com Private- engineer inspeeti®n record JUN 1 6 2020 ge Ileme 755 Waverly Ave, Suite 218 Holtsville NY 11742 631-569-4513 peter@modemagehomebuilding.com Please see attached results of private engineer's insulation inspection Lg��LE2 LS JUL - 2 2020 E ,T)TNG DEPT. Jennifer Leeds Leeds Expediting Services 134 Sequoia Drive, Coram, New York 11727 631-879-2684 JenniferLeeds0255@gmail.com October 28, 2020 Town of Southold Building Department 54375 NYS Route 25 Southold,NY 11971 Re: 375 Green Hill Lane, Greenport SCTM# 1000-33-2-47 Dear Reviewer: Enclosed herein you will find the final approval of the SCDHS sanitary and water supply, Certification of Plumbing, Electrical Certificate and the required pictures for the above- mentioned property/Permit#44617. If you require any additional information or have any questions regarding the issuance of the Certificate of Occupancy, please do not hesitate to call or email me. Yours very truly, Jennifer Leeds 8�nswon CERTIFICATE OF INSURANCE COVERAGE 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 t£Address of Insured(use street address only) 1b.Business Telephone Number of Insured BUKOWSKI HOMES INC. 8 HARLEY CT. 631-909-7115 HOLBROOK,NY 11741 1c.Federal Employer Identification Number of Insured or Social Security Number Work Location of Insured(Only required if coverage is specifically limited to certain locations in New York State,i e.,Wrap-Up Policy) 205300333 2.Name and Address of Entity Requesting Proof of 3a Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) HARTFORD LIFE AND ACCIDENT Town of Southold 3b Policy Number of Entity Listed in Box"la" 54375 Route 25 LNY815181 Southold, NY 11971 3c Policy effective period 01-01-2020 to 12-31-2020 4.Policy provides the following benefits: ✓�A.Both disability and paid family leave benefits. B.Disability benefits only. C.Paid family leave benefits only. 5.Poll overs: LvJ A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date signed 12-31-2019 E&gaheav 7-aao- (Signature of Insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number (212)553-8074 Name and Title:Elizabeth Tello—Assistant Director,Statutory Services 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 5B is checked,this certificate,is NOT COMPLETE for purposes of Section 220,Subd.8 of the NYS Disability and Paid Family Leave Benefits Law.It must be mailed for completion to the Workers'Compensation Board,Plans Acceptance Unit,PO Box 5200,Binghamton,NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board (Only if Box 4C or 5B of Part 1 has been checked) State,of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed B (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. 111t111111113IM11110111111 DB-120.1(10-17) DB 11,2'�%.�V- ( r } IH STATE OF NEW YORK WORKERS' COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE la.Legal Name&Address of Insured(Use street address only) lb.Business Telephone Number of Insured (631)767-4807 Bukowski Homes Inc. 8 Harley Court lc.NYS Unemployment Insurance Employer Holbrook,NY 11741 Registration Number of Insured Work Location of Insured (Only required if coverage is Id.Federal Employer Identification Number of Insured specifically limited to certain locations in New York State, i.e., a or Social Security Number Wrap-Up Policy) 205300333 2.Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) Travelers Indemnity Company 3b.Policy Number of entity listed in box"la" Town of Southold UB-2J303967 54375 Route 25 Southold,NY 11971 3c. Policy effective period 3/14/19 to 3/14/20 3d. The Proprietor,Partners or Executive Officers are included. (only check box if all partners/officers included) X 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 "la" 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"T'. The Insurance Carrier will also notify the above certificate holder 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. Please Note: Upon the 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 I 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: Joseph W.Pires (Print name of authorized representative or licensed agent of insurance carrier) / *�,� Approved by: 12/30/19 (Signature) (Date) Title: President—PF Northeast Brokerage Inc. Telephone Number of authorized representative or licensed agent of insurance carrier: (845)223-8107 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(9-07) www.wcb.state.ny.us ACORO® DATE(MM/DD/YYYY) CC> - CERTIFICATE OF LIABILITY INSURANCE F12/30/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL IN provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu,of such endorsement(s). PRODUCER CONTACT NAME: Cole Lahey PF Northeast Brokerage Inc acNNo Ext3: (845)223-8107 AX No (845)227-8816 1035 Route 82 E-MAIL clahey@pfnortheast com ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# Hopewell Junction NY 12533 INSURERA: Ohio Security Insurance Company 24082 INSURED INSURER B: Ohio Casualty Ins CO. 24074 Bukowski Homes Inc. INSURER C: Travelers Casualty Ins Co ofAmerlca 19046 P.0 Box 291 INSURER D: INSURER E: Holbrook NY 11741 INSURER F: COVERAGES CERTIFICATE NUMBER: CL1931310509, REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR TYPE OF INSURANCE POLICY EFF POLICY EXP LTR INSD WVD POLICY NUMBER MMIDD MM/DD LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS MADE RENTED I OCCUR DAMAGPREMISES Ea occurrence $ 300,000 X Contractual Liability MED EXP(Any one person) $ 15,000 A BLS59538207 03/15/2019 03/15/2020 PERSONAL RADVINJURY $ 1,000,000 GEN'LAGGREGATE LIMITAPPLIES PER GENERAL AGGREGATE $ 2,000,000 RPOLICY �JRo �LOC, 2,000,000 PRODUCTS-COMP/OPAGG $ OTHER $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 Ea accident ANY AUTO - BODILY INJURY(Per person) $ A OWNED SCHEDULED BAS59538207 03/15/2019 03/15/2020 BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS X HIRED �/ NON-OWNED PROPERTYDAMAGE $ AUTOS ONLY /� AUTOS ONLY Per accident $ X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 1,000,000 B EXCESS LIAR CLAIMS-MADE US059538207 03/15/2019 03/15/2020 AGGREGATE $ 1,000,000 DED I X RETENTION$ 101000 $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY Y/N /� STATUTE ER ANY PROPRIETOR/PARTNERIEXECUTIVE EL EACH ACCIDENT $ 100,000 C OFFICER/MEMBER EXCLUDED? NIA UB-2,1303967 03/14/2019 03/14/2020 (Mandatory in NH) E L DISEASE-EA EMPLOYEE $ 100,000' If yes,describe under 500,000 DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Provided It Is required by written contract,the following are named as additional insured as respects general liability with regard to the Insureds ongoing operations under form CG8810 0413,to the extent provided therein Town of Southold. CERTIFICATE HOLDER CANCELLATION J SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. 54375 Route 25 AUTHORIZED REPRESENTATIVE /�� // /►7'�/�' Southold NY 11971 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD f' SURVEY OF PROPERTY LOT 124- MAP OF TEST HOLE (NOTTOSCALq ' MCDONALD GEOSCIENCE EASTERN SHORES AT DATE:OCTOBER 16.2017 GREENPORT, SEC. 5 GRADE ELEV.20.1 (I RESIDENCE - PUBLIC WATER LOT 125 FILED: DEC.3], 1968-MAP NO. 5234 ML LOAM our N69002'1 WE 130.00 o; o ry, ry xry r% SITUATEBROWN AND MON FND 0.3'N 5'CHAIN LINK FENCE 0.2'N MON,FND0 5' BROWN PALE SILT Fn GREENPORT 5M PALE BROWN SILTY SAND bh TOWN OF SOUTHOLDWITH 10%GRAVEL ryry 10' N SUFFOLK COUNTY, N.Y. PALE BROWN TO S U1 TO9 �G^V_—�vJP'—GASDGGAS—GAS— GAO G Sp MEDIUM SAND 0 xry` G ry. ° m TAX MAP NO.: 1000,033.00-02.00-047.000 15' HIGHEST EXPECTED 0 56.0' 32 x PROPOSED WATER SERV• M_W 0 W—W__W—�W—W GROUNDWATER r 0 ,` 35.0 (�/J_�J' z LOT AREA: 19,500.00 S.F. (0.447 ACRES) 17' TEST WELL No.USGS O E•—E E —E 0 DATE SURVEYED:NOV. 15,2019 41063407223601 S 16783.2 I WALL70BEREMOVED 0 PROPOSED ETEC•SERV. 0 m m m WATER ENCOUNTERED AT ELEV.3.1 O PROPOSED m --in 0 do-'" 0 6)i •'HIGHEST EXPECTED GROUND WATER ELEV.3.6 N SINGLE FAMILY Z O m M m x�o ITI,yo m C -ELEVATIONS REFER TO NAVD88. FENCETO BE RELOCATED U) r - 0 1�-y -NO WELLS WITHIN 150'OF SUBJECT PROPERTY. Y w 4 BEDROOM $ 0 z FE ) 1.1 D � RESIDENCE � D 0 \ tip-LLQ--„I -NO WETLANDS OR SURFACE WATERS WITHIN 300' PROPOSED SANITARY SYSTEM v m LOT 124 k DW) F.FL.=230 $ < G OF SUBJECT PROPERTY. 1250 GALLON SEPTIC TANK(S.T•) On(n ` ! — QST) m m (2)SIDIAM x 6'DEEP LEACHING POOL(L.P.) m 0 N 9:3 t o'Mw\`/ `�" rn LOT COVERAGE FUTURE EXPANSION(F.E.) N Z 0 diol z� ti \ m RESIDENCE=1988 S.F. DRAINAGE CALCULATION: m m k LP )Z POOL=724 S.F. RESIDENCE.1988 S.F.x O 25 x 1.0=497 C F REQUIRED ;a , ? LP ) `� TOTAL=2712 S.F.0 3.9%) PROVIDE'(2)B'DIAM.x5'DEEP DRYWELL OR EQUIV. z-p ? w GARAGE ``i ^q. Y� G,FL=21 O o� O I_' A 22.67 , In 0 42.1 _ m a U1 b z Z N L c1 o Z O n m z p ry� m d �. Z1\3 m m 2 PROPOSED DRIVEWAY rrin a II O Oo m 01% m ITI f N .. N j J 24.9' W (31 N M 0 o E OtOE O n z - i/POOL EQUIP N O D v EXISTING GRADES m 0 O N ryo oy m v OD 6 moo, x, :0 0 CHAIN LINK FEN. m ry� 1�9 x 0A W 0.'4-N N CHAIN LI K FENCE PIPE FND x o ON LINE 6'PVC FENCE 1 •S O.1 S J REB FN 130.00 S69002'1 0"W X RESIDENCE - PUBLIC WATER W LOT 123 > SCDHS USE ONLY LEGAL NOTES 3 W 1 COPYRIGH7201BAJC LAND SURVEYWGPLLC ALL RIGHTS RESERVED O O 0 2 UNAUTHORIZED ALTERATION OR AODRION TO TI-IIS SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATINON OFSECTIO7209 SUB DMSION 2,OF 0 NEW YORKSTATE EDUCA'iION LAW O CL Z S ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINE TRUEAND CORRECT COPIES OFTHE SURVEYORS ORIGINAL WORK AND OPINION I, _ O W 4 CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIPYTHATTHE MAP WAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISTING CODE OF PRACTICE FOR LAND W SURVEYSADOPTED BYTHENEWYORKSTATEASSOCWTION OF PROFESSIONAL LAND SURVEYORS.INC THE CERTIFICATION IS UMTTEDTO PERSONS FOR WHOM THE P.Re� , d' BOU MM ND ARYSURVEYMAPTSPREPAREO TOTHETITLE COMPANY TOTHEGOVERNMENTALAGENCY AND TINSTITUTIONE LENDING INSTITUTION LISTED ON THIS BOUNDARY SURVEY ®o Ty ILII>-R/Tro� U' Lu BTHEC CATION OF HEREIN ARENOTTRANSFERABLE © Z 6THE LOCATION OF UNOERGROUNDIMPROVEMENTS OR ENCROACHMENTS ARE NOTALWAYS KNOWN AND OFTEN MUST BE ESTIMATED IFANY UNDERGROUND ) IMPROVEMENTS OR ENCROACHMENTS DaSTORARE SHOWN THE IMPROVEMENTS OR ENCROACHMENTS ARE NOTCOVERED BYTHIS.UIl. ) 7 THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURESTO THE PROPERTY LINES ARE FORA SPECIFIC PURPOSE AND USEAND THEREFORE ARE NOT INTENDEDTOGUIDETHEERECTIONOFFENCES RETAININGWA I-S,POOLS PATIOSPLANTINGMEAS AODMONSTOBUILDINGS ANDANYOTHERTYPEOF Lpy�7J 1 J CONSTRUCTION B ONLY SURVEYS BEARING THE MAKERS EMBOSSED SEAL SHOULD BE RELIED UPON SINCE OTHER THAN EMBOSSEDSEAL COPIES MAY CONTAIN UNAUTHORIZED AND UNDETECTABLE MODIFICATIONS DELETIONS ADDRTONS,ANDCHANGES Z 9 ROPERTY CORNER MONUMENTS WERE NOTSETAS PMT OFTHIS SURVEY UNLESS OTHERWISE NOTED 10PALL MEASUREMENTS REFER TO US SURVEY FOOT W 0 I ui HOMESTEAD WAY AJC LEAN- P-SURVEY I�1rIG PLLC LAhID SURVEYING,&-PLAI*JNIUGfo 77 S. COLEMAN ROAD, E TEREACH,',NY- O 0 30 60 Feet 3 ONE' 631_.846v9 3� ANG O JOSEPH CECERE SCALE: 1 INCH= 30 FEET y �`"'EM AIL: JC246@OPTOI�LiNE.NET PROFESSIONAL LAND SURVEYOR CJ t • ,- 9—%w*I6®A FJ tip 11.M SURVEY OF P R O P E R7Y NO, V 2 7 2IfilI LOT 124- MAP OF TEST HO LE (NOTTOSCALE) ' �� �� = MCDONALD GEOSCIENCE UP ICE O EASTERN SHORES AT DATE:OCTOBER 16.2017 J.; s GREENPORT, SEC. 5 GRADE ELEV.20.1 RESIDENCE - PUBLIC WATER,- DARK BROWN ; LOT 125 ; o-6 FILED:DEC. 31, 1968-MAP NO.5234 ML LOAM(OU N69002'1 O"E 130.00 m°' o 0 SITUATE BROWN AND til ti xry � _ 5' BROWN PALE SILT MON FND O 3'N 5'CHAIN LINK FENCE 0.2'N 0 GREENPORT SM PALE BROWN SILTY SAND 6h wrrH 10%GRAVEL TOWN OF SOUTHOLDY N 101— co SUFFOLK COUNTY, N.Y. SP MEDIUM SAND O �ryco D m PALE BROWN TO (JI 69 G — S ROPOSE GA SSV GASGAi�6 AS- O x N ` N TAX MAP NO.: 1000-033-00-02.00-047.000 1 E' HIGHEST EXPECTED I 0 / x x PROPOSED WATER SERV. W p W_W-_W-W_-W f GROUND WATER T O 56.0 \DW 32.00 35.0' \l Z LOT AREA: 19,500.00 S.F.(0.447 ACRES) T7' TEST WELL No.USGS 1 0 E—E_E—E —E n 41063407223601 S 16763 2 -1 WALL TO BE REMOVED PROPOSED ELEC.SERV m TTI DATE SURVEYED: NOV. 15,2019 o Q 0 � D I WATER ENCOUNTERED AT ELEV.3.1 p PROPOSED m a O G) np 0 Gt SINGLE FAMILY oi' o m TJ HIGHEST EXPECTED GROUND WATER ELEV 3.6 tv 2 STORY Z m m x` 2 C -ELEVATIONS REFER TO NAVD88. FENCE TO BE RELOCATE w r /F � o M ° m -NO WELLS WITHIN 150'OF SUBJECT PROPERTY. D RESIDENOCE m o o \FE ) m 1'1 r -NO WETLANDS OR SURFACE WATERS WITHIN 300' PROPOSED SANITARY SYS'T'EM o m LOT 124 ;DW) F.FL=230 � "'$ -\ `� < ("L7(I 3 � OF SUBJECT PROPERTY. 1250 GALLON SEPTIC TANK(S.T.) { 'Tt Lm ! �_ /ST ) m m D� (2)8'DIAM x 6'DEEP LEACHING POOL(L.P.) m O 933 _____ 10'MIN\` M LOT COVERAGE FUTURE EXPANSION(F.E.) N z 0 m = �'GI, -,\, RESIDENCE=1988 S.F. DRAINAGE CALCULATION: m m a /LP \LP z`_ POOL=724 S.F. RESIDENCE 1986 SY X O 25 x 1 O=497 C F REQUIRED %(1 I r TOTAL=2712 S.F.0 3.9%) PROVIDE (2)6'DIAM.x5'DEEP DRYWELL OR EQUIV. Z p nn00 . m w GARAGE \`/ + 2M C G.FL=21 O9 O W a 22.67 42.1'S OLK COUNTY DEPART T OF BEALTH SHRVICES * i mN y Ory 0PMMUT 1➢R APPMVAL 07 C0 u F A { m z ti`' � r zn�GLZ ISS Y M CE 0 Y O N m PROPOSED DRIVEWAY 0siam.Xta p (�s (� /� z n m] a k&s 2019 .1 ®. ' l `� m u N .s C T�gq�� J 24.9' W � �_ N ICS�.O W LLT' I � TEST HOLE n o FOR 'Ve' ..�E�•c's�iiOOMSJ, I Z(31 0 N EL 20.1 O Z d.£i' /POOL EQUIP O D 2 1 q O/ N OUSTING GRADES O IM THPEE -ARISL I ROM DATE OF APPROVAL I N 96� oo � 1�v x`9 � s° CHAIN LINK FEN m �y` x NO x 0 4'W Ox4'N 4'CHAIN LI K FENCE PIPE FND N O ON LINE 6'PVC FENCE 7 e'B 0.1's J REB FN 'a CAVATOON ITN—SPECTION RE'a HMO 130.00 S69002'1 O"W 00 FOR SANITARY SYSTEM RESIDENCE - PUBLIC WATER W HEALTH I)EPA ME LOT 123 > - I � SCDHS USE ONLY rn W v LEGAL NOTES O 1- (Y I COP RIGHT 2019 AJC LAND SURVEYING MLC ALL RIGHTS RESERVED 2 UNAUTHORIZEDALTERATION OR AOIRON TO THIS SURVEY MAP BEARING ALICENSED LAND SURVEYOR'S SEAL ISA VIOLATION OF SECTION 7209 SU6OMO O SION2 OF 0 4. NEW YORK STATESTATE EDUCATION LAW I Z 9 ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINE TRUE AND CORRECTCOPIES OFTHE SURVEYOR'S ORIGINAL WORK AND OPINION 4 CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFYTHATTHE MAPWAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISTING CODE OF PRACTICE FOR LAND p ul W 5 BOUNDARY SURVEY BYTHENEPARED TOTE `ITTLE OMPANYTOTE GOVF NMEW LAENCY INC THE CERTIFICATION ISLIMITED LIO DONr5FORWHDMTHE ®TI Hie K BOUNDARY SURVEY MAP IS PREPARED TO THETTTLE COMPANY TOTHE GOVERNMENTALAGENCY ANO TOTHE LENDING INSTITUTION LISTED ON THIS BOUNDARY SURVEY MAP W 5 THE CERPFICATIONS HEREIN ARE NOTTRANSFERASLE 6 LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NO TALWAYSKNOWNANDOFTENMUSTBEESTIMATED IFANYUNDERGROUND IMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN THE IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BY THIS SURVEY � tt�VVYY'' 7THE OFFSETS(OR DIMENSIONS)SHOWN HEREON MOM THE STRUCTURES � RUCTIRES TOTHE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT � J INTENDED TO GUIDETHE ERECTION OF FENCES RETAINING WALLS,POOLS,PATIOS PLANTING AREAS,ADDITIONSTO BUILDINGS AND ANY OTHERTYPE OF ` J CONSTRUCTION = &ONLY SURVEYS BEARING THE MAKERS EMBOSSED SEAL SHOULD BE RELIED UPON SINCE OTHERTHAN EMBOSSED-SEAL COPIES MAY CONTAIN UNAUTHORIZED AND Z UNDETECTABLEMODIFTCATIONS,DELETIONS ADDITIONS ANDCHANGES I 9 PROPERTY Eft MONUMENTS WERE NOT SETAS PART OFTHIS SURVEY UNLESS OTHERWISE NOTED W 10 ALL MEASUREMENTS REFERTO US SURVEY FOOT HOMESTEAD WAY a I WC:, U N1D SURVEYM aC PLLC LAND 'SURVEYING 0-PLANNING " ` i� � - 0 30 60 77 S. COLEMAN ROAD, CENTEREACH, NV\11_1� 20 l Feet i ._-PHONE:_631.846.9973_ - N - 1 �{ NGEL S CECERE i SCALE' 1 INCH= 3 O FEET =�EMAILjG246@OPTONL[NE.NET ROPE$ AL LAND SURVEYOR i j U 4 ' i F'OUNDAIT'ION LOCA'T'ION SURVEY LOT 124- MAP OF EASTERN SHORES AT GREENPORT, SEC. 5 FILED: DEC.31, 1968-MAP NO.5234 SITUATE 3 �1;2 �6 i RESIDENCE - PUBLIC WATER LOT 125 GREENPORT ( 5'N69002'1 0"E 130.00 ,�� ryp. >l 0 p6 �� TOWN OF SOUTHOLD '/) .3'N CHAINLINKFENCE 02'N N SUFFOLK COUNTY, N.Y. v X� N m 0- TAX MAP NO.: 1000-033.002.00.047.000 I D C a U Q POURED CONCRETE FOUNDATION 0 LOT AREA: 19,500.00 S.F. (0.447 ACRES) O TOP FOUND.EL.23 2 AC0 N DATE SURVEYED:NOV. 15, 2019 0 -I FOUND.LOC.FEB. 10,2020 56.0' U7 '" n 34.0 I-� m 0 o---35.1' o ,�a 03 M -ELEVATIONS REFER TO NAVD88. 52.3' ° CONC PIERS h1 m %.9' r'f1 do m -NO WELLS WITHIN 150'OF SUBJECT PROPERTY. ° ° ° °�'Ik -NO WETLANDS OR SURFACE WATERS WITHIN 300' � ° y z < n OF SUBJECT PROPERTY. 0 m ° 40.0' m 3 D D ° x Z m m I~ " a z-0 �A"' n Y W hp Or a `o X U) >_ m o (n N Z Z O mIj Z x1 z N ��-�yy o n z c 1'1 u% z z � c z OZ 0 v YIR 1 1 2_020 ## CTI "I 24.9' w Cf! W o t}7 0 n Q o 0 a ° o %'do 9� m Z �1 N CHAIN LINK FEN. 0AW to xry1 PIPE FND °j x ci p q'N x 0 REB FN ON LINE 01, v c 130.00 S69002'1 0"W w RESIDENCE - PUBLIC WATER LEGAL NOTES LOT 123 1COPYRIGHT2019AJC LAND SURVEYING PLLC ALL RIGHTS RESERVED d' 2 UNAUTHORIZED ALTERATION ORADDITIONTO THIS SURVEY MAP BEARING A LICENSED LAND SURVEYORS SEAL ISA VIOLATION OF SECRON 7205 SUECIVISION 2 OF d NEWYORKSTATEEOUCATONLAW Z 3 ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEALARE GENUINETRUE AND CORRECTCOPIES OFTHE SURVEYOR'S ORIGINAL WORKAND OPINION W 4 CERTIFICATIONS ONTHIS BOUNDARY SURVEY MAP SIGNIFY THATTHE MAP WAS PREPARED IN ACCORDANCE Wr H THE CURRENTEXIS INGCODEOFPRACTICEFORLANO I.1 W SURVEYSADOPTEDSYTHENEW YORK STATEASSOCIATION OFPROFESSIONAL LAND SURVEYORS INC THECERRMI MONISLIMREDT'OPERSONSFORWHOMTHEV+ Ix BOUNDARY SURVEY MAP IS PREPARED TO THETTILE COMPANY TO THE GOVERNMENTAL AGENCY AND TO THE LENDING INSTITUTION LISTED ON THIS BOUNDARY SURVEY ®�LT�����IR1ggq Q/Im� O V' MAP Cy('� W 5TH CERTIFICATIONS HEREIN ARE NOTTRANSFERABLE Z 6THE LOCATION OFUNDERGROUND IMPROVEMENTS OR ENCROACHMENTSARE NOTALWAYS KNOWN AND OFTENMUSTSEESTIMATED IFANYUNDERGROUND IMPROVEMENTS OR ENCROACHMENTS EXIST CRAPS SHOWN,THE IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BY THIS SURVEY N O J 7 THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURESTO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT ® J INTENDED TO GUIOETHE ERECTION OF FENCES RETAININGWALLS POOLS PATIOS PLANTING AREAS,ADDITONSTO BUILDINGS ANDANYOTHERTYPEOF J CONSTRUCTION &ONLY SURVEYS BEARING THE MAKERS EMB055ED SEAL SHOULD BE RELIED UPON SINCE OTHERTHAN EMBOSSED SEAL COPIES MAY CONTAIN UNAUTHORIZED AND UN DETECTABLE MODIFICATIONS DELETIONS ADDITIONS,AND CHANGES Z 9 PROPERTY CORNER MONUMENTS WERE NOT5ET AS PART OF THIS SURVEY UNLESS OTHERWISE NOTED W IO ALLMEASUREMENTSREFERTOUS SURVEYFOOT O_ U ` CLAN iD-SUR V�EYII `PLLC- Aj � I �,I F•�I o � LAND"SURVEYIrG,&-PLAN"� �IhG — HOMESTEAD NAYo so 6077 S. COLEMAN ROAD, 8ENTEREACE , NA7 Feet o —PHONE. 63 l-.846.9 73 a'`A,, I� AN90ZLO JOSEPH CECERE SCALE: 1 INCH= 30 FEET G� =- EMAIL: AJC246@OPTONLINE.NET I PROFESSIONAL LAND SURVEYOR j U RVEY OF PROPERTY LOT 124- MAP OF EASTERN SHORES AT GREENPORT, FUBLV_WATEF� SEC. 5 q FILED: DEC. 31 , 1 968-MAP NO. 5234 I N69°02'91 0"E 130.00 tp SITUATE _T 01AIN LINK FEU4CE 02N ON.F GREENPORT % 0 n vkFC.1 z TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. X 0 ; 0 0 1 a. A 141TARY SY SrEM LOCATION b f L TAX MAP NO.: 1000-033.00-02 0&047.000 35�Ot _A R 0 56.0' F LOT AREA: 19,500.00 S F, (0.447 ACRES) SEIM.::rANK,s 37 40 0 LEACH POOL I IL P 1' 23 4a T, DATE SURVEYED: NOV. 15, 2019 0 At ;U LEACI I POr)L 2(L.P Z, 35 513 oil In(3]ro 20 21— 0 FINAL SURVEY:AUGUST 27, 2020 X,�'P,M :1,1 50 REV,SAN,MEAS.:SEPT 15. 2020 rn;u 0 0 z 0 x 20 3 z OMNri -ELEVATIONS REFER TO NAVD88. K > LOT COVERAGE n 7 RESIDENCE=1 998 S F t i z 0r, P001,-724 S.F. Z x q TOTAL=2712 5 F (1 3 9% z) z P r 0 GARACF G FL-2271 232 QA rn 41�7 Z 71 4 ., J, SUFFOLK COUNTY DEPAW OF HEUM Su1. A ERVICES 3 :_1 0 z M C:x C: APPROVAL OF CONFTRUCTED WORKS FOR z Z 1, ;u A SINGLE F _VR-_7311r3ENCr_ a v I• >0 rl (1 -07 tj, 0 a 0 P DRIVEWAY In Date 10/1- 0 8:71 7 tz 2419' a L, --- ThO sewn digp=!end facilifes 116V6 been 01 Inspected ardfor cerff' led by this Department or oftr agencies and fdund to 0 0 be satisfactory FOR AjM=Imu M QF BEDROOMS. L EQL b 00 N 0 3t 41 CP 4�- 0 rHAIN Lj1,K FEN -2: Craig Knepper, P.E., Chief N LINT 6._vc. NCE 0ffi6B_Qf..W.aaLe peent _W"t IgAnaq_ _I 130.00 S69002'1 0"W F i`JP! ER SCOHS USE ONLY f_73 0 201 :3, N 7 .4v f9l" HOMESTEAD WAY AJC•LAND SURVEYING PLLC 019- -LAND SURVEYING & PLANNING 0 30 60 77t. C16LEmAm,RoA,:D, CENTEREACH,,Ny 11720' Feet C11 PHONE: 631.19,46.9973' 1Z ANGEJOS PH CECERE SCALE I INCti= 3 0 FEET EMAIL: AJc246@OPT0ML1NE.NET � PROFESIMONAL LAND SURVEYOR Generated by REScheck Web Software Compliance Certificate Project 2019_030 Vanderbilt Deluxe 2-R-S Energy Code: 2015 IECC � ��, �' ` � Location: Greenport, New York Construction Type: Single-familys Project Type: New Construction - Orientation: Bldg. faces 45 deg. from NorthS Conditioned Floor Area: 3,619 ft2 r�p�� gt°pq�; Glazing Area ®��^°1 ,9'9L Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 375 Green Hill Lane Modern Age Homebuilders, LLC Jerry D'Amaro Greenport, New York 11944 755 Waverly Avenue D'Amaro Engineering Suite 218 20 Mariposa Lane Holtsville, New York 11742 Manorville, New York 11949 631-569-4513 -;•A ,_.t•'s. ,yr 'K� �>'yam' '.y-; -,_ „�,..:,��y.=T '• +t U.:; A.-. J• .¢ O s - �°� o- o Compliance: 1.3%Better Than Code Envelope Assemblies Assembly or Cavity Cont. U-Factor UA Ceiling: Flat Ceiling or Scissor Truss 1,307 39.0 0.0 0.030 39 Ceiling: Flat Ceiling or Scissor Truss 38 19.5 0.0 0.050 2 Wall-Back to outside:Wood Frame, 16"o.c. 644 15.0 5.0 0.053 29 Orientation: Back Door: Glass Door(over 50%glazing) 40 0.300 12 SHGC: 0.32 Orientation: Back Window:Vinyl Frame 59 0.300 18 SHGC. 0.32 Orientation: Back Wall-Right to outside:Wood Frame, 16" o.c. 528 15.0 5.0 0.053 26 Orientation: Right side Window 2:Vinyl Frame 45 0.300 14 SHGC: 0.32 Orientation: Right side Wall-Front to outside: Wood Frame, 16" o.c. 734 15.0 5.0 0.053 30 Orientation: Front Door: Solid Door(under 50%glazing) 40 0.220 9 Orientation: Front Window:Vinyl Frame 130 0.300 39 SHGC: 0.32 Orientation: Front Project Title: 2019_030 Vanderbilt Deluxe 2-R-S Report date: 11/18/19 Data filename: Page 1 of 9 Gross Area Cavity Cant. Perimeter Wall-Left to outside:Wood Frame, 16" o.c. 268 15.0 5.0 0.053 14 Orientation: Left side Window 3:Vinyl Frame 9 0.300 3 SHGC: 0.32 Orientation: Left side Wall to garage: Wood Frame, 16"o.c. 260 15.0 0.0 0.077 20 Orientation: Left side Wall -gable endwalls: Wood Frame, 16" o.c. 312 19.5 0.0 0.059 18 Orientation: Right side Basement: Solid Concrete or Masonry 1,168 0.0 11.0 0.060 69 Orientation: Back Wall height: 8.0' Depth below grade: 6.3' Insulation depth: 8.0' Window:Vinyl Frame 13 0.270 3 SHGC: 0.28 Orientation: Back Mechanical Equipment Description Fuel type Efficiency Air Conditioner 15 SEER Other(Except Gas-Fired Steam) 95 AFUE Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: 2019_030 Vanderbilt Deluxe 2-R-S Report date: 11/18/19 Data filename: Page 2 of 9 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section _ 'Plans Verified• Field Verified # Pre-Inspection/Plan Review Complies? Comments/Assumptions { &"Req.ID Value Value n 103.1, Construction drawings and { ❑Complies 103.2 ;documentation demonstrate ;;` = ❑Does Not [PR1]1 :energy code compliance for the building envelope.Thermal Cl Not Observable envelo a represented on '❑Not Applicable construction documents. 103.1, Construction drawings and ❑Complies 103.2, ;dm ocuentation demonstrate ❑ Does Not 403.7 :energy code compliance for IPR311 lighting and mechanical systems. J❑Not Observable 6 ;Systems serving multiple ;❑Not Applicable dwelling units must demonstrate ;compliance with the IECC Commercial Provisions. 302.1, 1 Heating and cooling equipment is I Heating: 1 Heating: f❑Complies 403.7sized per Manual S based ; Btu/hr Btu/hr ;❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: ' i 9� � 9� :❑Not Observable 40) ,1 Manual J or other methods Btu/hr Btu/hr I I approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 2019_030 Vanderbilt Deluxe 2-R-S Report date: 11/18/19 Data filename: Page 3 of 9 Section = FPns"Verified �Field.Verified o Foundation InspectionValue Value Complies? Comments/Assum'Otions & R 402.1.1 ;Conditioned basement wall ; R- ; R- ;❑Complies ;See the Envelope Assemblies [F04]1 ;insulation R-value.Where interior; R_ ; R_ ;❑Does Not table for values. ;insulation is used,verification may need to occur during ❑Not Observable ;Insulation Inspection. Not ;❑Not Applicable required in warm-humid locations in Climate Zone 3. 303.2 Conditioned basement wall i❑Complies [F05]1 ;insulation installed per # (❑Does Not I manufacturer's instructions. 1❑Not Observable ❑Not Applicable I 402.2.9 ;Conditioned basement wall ; ft ft ;❑Complies :See the Envelope Assemblies [F06]1 insulation depth of burial or ;❑Does Not table for values. distance from top of wall. ;❑Not Observable I ❑Not Applicable 303.2.1 ;A protective covering is installed '' i❑Complies [F011]2 ;to protect exposed exteriorDoes Not insulation and extends a ❑ _ ` ` _ ' !minimum of 6 in. below grade. ❑Not Observable j i❑Not Applicable ;403.9 ;Snow-and ice-melting system i❑Complies ; [F012]2 controls installed. } 3 ;❑Does Not } ❑Not Observable ' j } ;❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) ;2. Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: 2019_030 Vanderbilt Deluxe 2-R-S Report date: 11/18/19 Data filename: Page 4 of 9 section 'Plans'Verified Field"Verified:. '' " # ' Framing/Rough-lgJnspection Coriipli®s? Comments%Assumptions & Re .ID Value _ - 1/alue 402.1.1, ;Door U-factor. ;N U- " ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 ;❑Does Not table for values. [FR1]1 :[-]Not Observable !❑Not Applicable 402.1.1, :Glazing U-factor(area-weighted ; U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). ;❑Does Not ;table for values. 402.3.3, ❑Not Observable 402.5 [FR2]1 ❑Not Applicable ' 303.1.3 LI-factors of fenestration products = _` ❑Complies [FR4]1 ;are determined in accordance ❑Does Not ;with the NFRC test procedure or taken from the default table. ; , ❑Not Observable _ - i❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier _ s❑Complies r a- [FR23]1 ;installed per manufacturer's =` °,"^ - e _ '❑Does Not instructions. �� � `` ❑Not Observable ❑Not Applicable ! 402.4.3 ;Fenestration that is not site built " ❑Complies [FR20]1 ;is listed and labeled as meeting ❑Does Not ;AAMA/WDMA/CSA 101/I.S.2/A440 :or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code '`- " ;` ❑Not Applicable limits. 402.4.5, -'IC-rated recessed lighting fixtures �❑Complies [FR16]z sealed at housing/interior finish ; ❑Does Not ' and labeled to indicate s2.0 cfm i i - ; leakage at 75 Pa. 1❑Not Observable I °, ,• � �, , I, J❑Not Applicable 405.2 ;All ducts in unconditioned spaces R- R- I❑Complies [FR25]1 nor outside the building envelope ;❑Does Not are insulated to zR-6. I ; ui ❑Not Observable '❑Not Applicable 403.3.5-- ,IBuilding cavities are not used as i" }❑Complies [FR15]3� '`;ducts or plenums. `` ,4 ❑Does Not k, i g• t `-)F—]Not Observable .J❑Not Applicable ' 403:4': I HVAC piping conveying fluids R- R- ;❑Complies [FR17]2 ,.;jabove 105°F or chilled fluids ; ;❑Does Not ]'below 55°F are insulated to zR- ; ;❑Not Observable 1 ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC I - = ❑Complies [FR24]1 ;piping. € ❑Does Not ' U + ,❑Not Observable ❑Not Applicable 403.6 ;Automatic or gravity dampers are ❑Complies [FR19]z= installed on all outdoor air i` " - - " ❑Does Not intakes and exhausts. `.F ; i � • ❑Not Observable ENot Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2'' Medium Impact(Tier 2) '3" Low Impact(Tier 3) Project Title: 2019_030 Vanderbilt Deluxe 2-R-S Report date: 11/18/19 Data filename: Page 5 of 9 Section plans Verified- Field Verified # Insulation Inspection Value Value Complies? Corn ments/Assumotions & Req.ID 303.1 1AII installed insulation is labeled ❑Complies [IN13]2 _!or the installed R-values J❑Does Not provided. ❑Not Observable ( ❑Not Applicable 402.1.1, ;,Wall insulation R-value. If this is a R- R- ;❑Complies ;Seethe Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.6 ;wall insulation on the wall ❑ Mass ;El Mass :[:]Not Observable [IN3]1 :exterior,the exterior insulation 1('11 ;requirement applies(FR10). E] Steel ;❑ Steel ❑Not Applicable 303.2 Wall insulation is installed per 1❑Complies I [IN4]1 manufacturer's instructions. ❑Does Not t ❑Not Observable I # ;❑Not Applicable Additional Comments/Assumptions: 1 1 High Impact(Tier 1) 12.1 Medium Impact(Tier 2) 13, Low Impact(Tier 3) Project Title: 2019_030 Vanderbilt Deluxe 2-R-S Report date: 11/18/19 Data filename: Page 6 of 9 }.Section: :"Plens.Verified, Fielii Veiiffieii #,:`,r =,Final,lnspection Provisions���- Nalue'��="`��s �Vaiue�-" ` ��Complies, -Comme_ nts/Assumpti'ons X402.1.1, ;Ceiling insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ;❑ Wood IUDoes Not 'table for values. 402.2.2, ❑ Steel ;❑ Steel ;❑Not Observable 4022.6 ❑Not Applicable ; 303.1.1.1, ;Ceiling insulation installed per `,`, =_ tF`; ❑Complies ; 1 303.2 ;manufacturer's instructions. ,. _ '� ❑Does Not [FI2]1 ;Blown insulation marked every 300 ft2. l ., _ „ ❑Not Observable .' ❑Not Applicable 402'2:3• "-;Vented attics with air permeable ='rt ❑Complies [F.122]2"` :insulation include baffle adjacent "` ' = ❑Does Not ' ito soffitand eave vents that - '�•`" ' .`a extends over insulation. ❑Not Observable I 'I❑Not Applicable ; 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50 = ; ACH 50 = ;❑Complies ; [F[17]1 ;ach in Climate Zones 1-2,and I❑Does Not ' <=3 ach in Climate Zones 3-8. ; ❑Not Observable ❑Not Applicable 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies ; (FI4]1 ;cfm/100 ft2 across the system or ; ft2 ft2 ;❑Does Not ; <=3 cfm/100 ft2 without air ;❑Not Observable handler @ 25 Pa. For rough-in ;tests,verification may need to ❑Not Applicable ;occur during Framing Inspection. 403.3.3 ;Ducts are pressure tested to ; cfm/100 ; cfm/100 ;❑Complies (FI27]1 ;determine air leakage with ft2 ft2 ;❑Does Not either: Rough-in test:Total leakage measured with a ;❑Not Observable pressure differential of 0.1 inch ;. I❑Not Applicable ;w.g.across the system including ; , ;the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total ;leakage measured with a ; ;pressure differential of 0.1 inch j ;w.g. across the entire system ;including the manufacturer's air ;handler enclosure. 403.3.2.1 ;Air handler leakage designated ,,; n - = :,,° i❑Complies ; [FI24]1 by manufacturer at<=2%of []Does Not design airflow. i ❑Not Observable 1❑Not Applicable ;l 403.1:1 " "'i Programmable thermostats e' "z ' ❑Comlies p [FI9]2J installed for control of primary = = - ,❑Does Not 'heating and cooling systems and ` �- '�_ '�� - �-r�: '❑Not Observable �initially set bymanufacturer to j ;code specifications. , ' ' = - _ - ''❑Not Applicable ; : 403.1.2' Heat pump thermostat installed " :_ i❑Complies [F110]2 -on heat pumps. _ - ❑Does Not ' �_ ❑Not Observable r ❑Not Applicable 403:5.1= 6 Circulating service hot water [ ''_: - ,:❑Complies - [FI11]2, '=, systems have automatic or `a.•ir'�:. ,�1=� �� .' <J❑Does Not naccessible manual controls. :- ._, �, '- •,a_, , [:]Not Observable , ❑Not Applicable 403:`6.11 . All mechanical ventilation system ,`° `� - _} _ 1❑Complies [F1251: ifans not part of tested and listed - - ' �'' ❑Does Not HVAC equipment meet efficacy " Iffiwf, ❑Not Observable and airflow limits. µ a []Not Applicable 1 I High Impact(Tier 1) 2. Medium Impact(Tier 2) ,3, Low Impact(Tier 3) Project Title: 2019_030 Vanderbilt Deluxe 2-R-S Report'date: 11/18/19 Data filename: Page 7 of 9 Section: :Plans-Verified- Field Verified-` ` # FinahlnsPection;Protiisions,- - Value_ Value° Complies? Corttirr►eists/Assutiiptions' 403.2' {Hot water boilers supplying heat = AF Complies (F126]2 through one-or two-pipe heating ` _ = []Does Not systems have outdoor setback ,❑Not Observable control to lower boiler water '!temperature based on outdoor '❑Not Applicable !temperature. +` 403.5.1:1 „Heated water circulation systems}, - _ _ - _ ;❑Complies [FI28]2 have a circulation pump.The I"�' °s . _ = T❑Does Not system return pipe is a dedicated ❑Not Observable =i return pipe or a cold water supply .� - ?pipe. Gravity and thermos- "' - ❑Not Applicable (syphon circulation systems are - '_�not present. Controls for 3 circulating hot water system o pumps start the pump with signal _. ' ( j for hot water demand within the , _ occupancy. Controls -w. -'uP. • _ { ;automatically turn off the pump 'I when water is in circulation loop = f is at set-point temperature and - - I no demand for hot water exists. " 3 403,5:1_.2,1 Electric heat trace systems - I❑Complies �rW [F129]� j comply with IEEE 515.1 or UL ;❑Does Not 1515. Controls automatically �� _ i ,j adjust the energy input to the '1❑Not Observable I . ❑Not Applicable heat tracing to maintain the _ desired water temperature in the piping. ❑Com lies 403:5.2_: Mater Water distribution systems that �, < P [F130]z. j have recirculation pumps that _ $❑Does Not pump water from a heated watery _ � supply pipe back to the heated - ❑Not Observable ❑Not Applicable water source through a cold water supply pipe have a demand recirculation water F system. Pumps have controls [ that manage operation of the rA pump and limit the temperature of the water entering the cold ;water piping to 104°F. j, ; 403.5.4- Drain water heat recovery units ,.°_ "- _ _ '�, ❑Complies [FI311z 'tested in accordance with CSA = - '❑Does Not ' _855.1.Potable water-side ❑Not Observable pressure loss of drain water heat „recovery units< 3 psi for �' � - _�❑Not Applicable individual units connected to one I or two showers. Potable water- , side pressure loss of drain water ¢ heat recovery units <2 psi for -,individual units connected to three or more showers { " 404.1 �- t I;75%oflampsinpermanent "' ❑ComPlies [F16]1 fixtures or 75%of permanent ❑Does Not fixtures have high efficacy lamps. r Does not apply to low-voltage ❑Not Observable -' ;lighting. ' ❑Not Applicable 404.1:1" Fuel gas lighting systems have °<;'�y� ;� _ - .❑Complies [F123]3"� ;no continuous pilot light. ❑Does Not ❑Not Observable 1 ❑Not Applicable 401.3. Compliance certificate posted. 4-- ❑Complies [FI7]� _ ," '¢❑Does Not ONot Observable ,} _- ,,❑Not Applicable ` 1 High Impact(Tier 1) 2. Medium Impact(Tier 2) ,3;1 Low Impact(Tier 3) Project Title: 2019_030 Vanderbilt Deluxe 2-R-S Report date: 11/18/19 Data filename: Page 8 of 9 dt, 'e;,Iii 4inillnse�iiq 'Provisions ' Com iumgons VaIue p -]Complies Manufacturer manuals for 3I ]Complies and water heating E]Does Not systems have been provided. 7, 'v�N,,EINot Observable -'�"01\lot Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: 2019_030 030 Vanderbilt Deluxe 2-R-S Report date: 11/18/19 Data filename: Page 9 of 9 Vanderbilt Deluxe - 375 Green Hill Lane_ HVAC Load Calculations for Modern Age Homebuilders, LLC 755 Waverly Avenue, Suite 218 Holtsville, NY, 11742 , RSSIORNIIAL HVAC L oA S Prepared By: Jerry D'Amaro D'Amaro Engineering And Surveying, P.C. 20 Mariposa Lane _ Manorville, NY 11949-3356 631-878-7808 Monday,°November 18, 2019 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. Rhvac-'Residential&Light Cornmercial HVAC Loads Elite software Development,Inc: Home Energy Compliance.Raters-- ;:_. --_. , _z,: " Vanderbilt Deluxe-_375.Green Hill Lane Brookhaven N 11719 Pa e 2 Pro"ed Re orf General Proiect'lnformation Project Filename: C:\Users\JTD\AppData\Local\Elite Software\Rhvac 9\Manual J-375 Green Hill La.rh9 Project Title: Vanderbilt Deluxe-375 Green Hill Lane Designed By: Jerry D'Amaro Project Date: November 18,2019 Client Name: Modern Age Homebuilders, LLC Client Address: 755 Waverly Avenue, Suite 218 Client City: Holtsville, NY 11742 Client Phone: 631-569-4513 Client E-Mail Address: peter@modernagehomebuilding.com Client Comment: Company Name: D'Amaro Engineering And Surveying,- P.C. Company Representative: Jerry D'Amaro Company Address: 20 Mariposa Lane Company City: Manorville, NY 11949-3356 Company Phone: 631-878-7808 Company E-Mail Address: jdamaro@optonline.net Company Website: www.damaroengineering.com Company Comment: Design Data " Reference City: Westhampton, New York Building Orientation: Front door faces Northeast Daily Temperature Range: Medium Latitude: 41 Degrees Elevation: 22 ft. Altitude Factor: 0.999 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30 Check Fi ures- Total Building Supply CFM: 1,084 CFM Per Square ft.: 0.307 Square ft. of Room Area: 3,533 Square ft. Per Ton: 1,389 Volume(ft3): 35,933 Buildin Loads. Total Heating Required Including Ventilation Air: 48,629 Btuh 48.629 MBH Total Sensible Gain: 24,107 Btuh 86 % Total Latent Gain: 3,851 Btuh 14 % Total Cooling Required Including Ventilation Air: 27,958 Btuh 2.33 Tons (Based On Sensible + Latent) 2.54 Tons (Based On 79% Sensible Capacity) .'Notes 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. Monday, November 18, 2019, 11:44 AM • .Rhvac-Residential&Lightt6rhmer-clal HVAC'Loads :,,,'Elite software DeVel6prn6nt;Inc. Ho EnergyCompliance Raters, Vanderbilt �37 5,Gfee'fi KILL— ane, 6ro6kh�iejn'.NY 11719 Pa 3 FMiscellaneous Report 'Grains rn I'Mairi� " ': o System Indoor� Indor. Differenc '_ Data Outdoor bat �b�Bulb Rel�Huin', -136I.Hlum", 'Dry 64116"1", Winter: 10 80% n/a 70 n1a Summer: 83 71 56% 50% 75 30.09 I Duct Sizi6q Inp-Ots Main Trunk Runout Calculate: Yes Yes Use Schedule: Yes Yes it Roughness Factor: 0.00030 0.01000 Pressure,Drop: '0.1000 in.wg./l 00 ft. 0.1000 in.wg./I 00 ft. Minimum Velocity:- 700 ft./min 500 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Oufside Air Data' _ '4 Winter Summer Infiltration Specified: 0.282 AC/hr 0.119 AC/hr 169 CFM 72 CFM Infiltration Actual: 0.228 AC/hr 0.000 AC/hr Building Volume: X 35,933 Cu.ft. X 35933 Cu.ft. 8,185 Cu.ft./hr 0 Cu.ft./hr X 0.0167 X 0,0167 Total Building Infiltration: 136 CFM 0 CFM Total Building Ventilation: 100 CFM 100 CFM ---System 1--- Infiltration&Ventilation Sensible Gain Multiplier: 8.79 = (1.10 X 0.999 X 8.00 Summer Temp. Difference) Infiltration&Ventilation Latent Gain Multiplier: 20.45 = (0.68 X 0.999 X 30.09 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 65.95 = (1.10 X 0.999 X60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.282 AC/hr(169 CFM) Summer Infiltration Specified: 0.119 AC/hr(72 CFM) Blower Door Data: Wind Shielding Class: 4- Substantial Obstructions Building Stories: 2 Multi/Single Option: Single-Point Assumed n: 0.65 Pressure Diff.: 50 Test Flow: 1,797 Test AC/hr(Selected): 3 Monday, November 18, 2019, 11:44 AM Rhvac-Residential&LigKi,Cormnercial HVAC,Loads`_ " , r :Etite Software Development;Inc. Home,Energy Compliance Raters Brookhaven NY 11719 Page 4' Load Preview Report •Net Rec ft. Sen Lat Net Sen Sys Sys Sys Duct Scope Ton Ton /Ton Area Gain Gain Gain Loss Htg Clg Act • Siie CFM CFM CFM Building_ _._ -_ _ __._ __ -___ 233-2.54 1,389 _ 3,533 24,107 3,851 -27,058 48.629 605 1,084 1,084 System.l - _ __ - ., _2.33 2.54.__1,389.- 3,533 ,24,107 .3,851 _27,958 _ 48,629 _605 1,,084-_ 1,084__14x14 Ventilation_ : _. _ _ _ __ - _. _ _ _ - 273'_2,045 2,317 ,_ 2,044__., Blower - - - - - 850- - 850 Zone 1 -Clq.-57%, Htq._72% „_ _ • _2,354 .14,553- 1,406. 15,959_ •33,494 435 684-- , -684 .10x12 1-Basement -_- _ _ _ _ _ _ _ 1,218 _ _ 786•_ _ _._0_ _786.21,489 _ 279- _ 37___.279___ 0-0* 2-Living Room/Foyer _ 365, 2,558 200 _ 2,758 ___3,685_ 48 120,__ ,_,120 - 1--6 3-Kitchen/Family Room_ _ _ _ _ _ 513 9,759 1,206 10,965__. 5,578.__ 72 • .459; 459 2--8 _4-Dininq_Room/Powder Room _ ._ _ ".__2571,451 0-__1_,4512,742 36 68 _ ,__68.-__ 1-6 Zone 2-Clq'_43%, Htq.:_28%___ _ .,___. _- _ __ _____, _ _ 1_,1.80 1__1_,013 _ 400". 11,413_13j099 __170_ 518;_- ,518 8x12 5-Master Bedroom -_ - 240, ,3,970 400 .- 4,370-,- 3,369_ _44 r 187_}• 187'_ _;1--8 6-Master Closet - - - -- - --58 - 56 ---0 - - - - - - 56- --_406----- -5' - 3- • --- 5,-- ,1-4 7-Bedroom 2 _ 211 1,717 0 1,,717 3,399 44 81-.- 81 -- 1-76 8-Bedroom 3 _ _ 154 1,958e--_ 0_, 1,958- 1,8751- _ 24 - 92-_- - 92 1--6 9-Bedroom4 __-- -_ _ _ _ _ _. 142' 1,909 0 1,909 _1,091 14 90_- _ 90 1-6 10-Family-Bath-- - - - - -56 54 - O 54• - 393 5 - 3. - -5 1--4 11-Master Bath _ 118 . 264;• 0 -.._ .264_-. 1,522 _ -20-.-: 12 . 20 _1=-4 12-Hall/Laundry_ _- _ _ _ _ 201- _ 1',08-4,_ - 0 _ 1,084____1,036 _ __13 51, _ 51,_ - 1--4 Sum of room airflows may be greater than system airflow because_ _ system has multiple zones and system m w_ rooairfl option_ uses the greater of heating or cooling. Monday, November 18, 2019, 11:44 AM inc. Rhvac=Residential-&Light Comnerciai HVAC Loads M" - __ '=; Elite Software'Development, Home Energy,Compliance Raters_._ Vanderbilt,Deluxe=:37.5 Green,Hil[,Lane Brooh6Wve 'NY 11719 ' =Pe e.5` Duct Size Preview ';`_ , Room or MinimumJ Maximum Rough. Design SP Duct Duct Htg Clg Act, ' Duct Duct Name Source Veloa Veloci Factor U100 Loss Veloci Length Flow Flow Flow Size System 1 Supply Runouts---- - - ---------- Zone --- - Zone 1 _ - --- - - — -- --- 1-Basement- _- Built-In_ _ _ 500._ 750 -_ 0,01 0,1` - 0 279 37 279 0-0 _-2-Living Room/Foyer -J Built-In_ 500 ' - 750' --0Y0_1 _`--01 -. _ "-*612,3'_ ni- _=, .'48 120 120'. 1-6 3-Kitchen/Family Room Built-In500 750 0.01 0.1 657__- _ 72 459 4-Dining Room/Powder Room Built-In 500, 750 0.01. 0.1. - 347.3 ,36 68 68 1--6 - � _ _ Zone 2 5-Master Bedroom __- 'Built-in 500 _ 750- _ 0.01,- 0.1 534.6-__ 44 187 _ _187 1-8 --- - 6-Master Closet_ -----,.Built-in -_ - 500, 750 0.01 _ _ 0.1___ _-_ _ 60.5 _�5 3 _ 5 144 7-Bedroom 2 Built-In 500 750 0.01 0.1 411 44 81 81 1-6 8-Bedroom 3 _ - _ __ .Built-In 500 _ ^_750- _ _0.01__ '__0.1 _ -_ _ 468.8 _ __- 24 921._-__92, 1--6 -- - -- - - -- -- --- -- 9-Bedroom 4 Built-In_ _ _ _ 500 750 0.01 0.1 456.9 1490 90- 1--6 10-Family Bath Built-in 500 750 0.01 0.1 58_5' 53 5' _ 1--4 - 11-Master Bath _^ Built-In _ 500 750 0.01- _____226.7 226.7 20 12' _ 20- 1--4 - --- --- ------ ------ - ----- - -------- 12-HalULaund_ry Built-in 500 750 0.01 0.1 _ _ 584 ; ; :_13 51 51 ,1--4 Other Ducts in System Supply Main Trunk Built-In 700 900 00003 0:1 7966 = 605 1 084 1 084'• 14x14 Summary System_1- _____ -__ _ -.• Heating Flow: 605 - Cooling Flow: 1084 Monday, November 18, 2019, 11:44 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Compliance Raters, __ _ _ Vanderbilt Deluxe-375 Green Hill-Lane Brookhaven W 11719 Pa e 6 Total Building Summaly Loads Component_ Area Sen,, Lat- Sen Total', Description. Quan Loss Gain Gain, Gain SH Series 100. Glazing-JTD Andersen 100 Series Single 46.2 834 0 1,066 1,066 Hung, U-value 0.3, SHGC 0.32 SH Series 100: Glazing-JTD Andersen 100 Series Single 218 3,924 0 3,106 3,106 Hung, outdoor insect screen with 100% coverage, light color drapes with medium weave with 50% coverage, U-value 0.3, SHGC 0.32 PCH SLDG GLASS DOOR: Glazing-JTD, U-value 0.29, 42 731 0 1,099 1,099 SHGC 0.3 PCH Outside BSMT: Door-JTD, U-value 0.19 20 228 0 72 72 PCH Front: Door-JTD, U-value 0.28 42 706 0 223 223 PCH Garage: Door-JTD, U-value 0.15 18.7 154 0 70 70 R-1 1 Blanket-6: Wall-Basement, Custom,JTD 6' below 1267.1 5,215 0 208 208 grade, U-value 0.061 R-11 Blanket-0: Wall-Basement, Custom, JTD 0' below 6 31 0 3 3 grade for doors, U-value 0.086 R-20 Batt+XPS: Wall-Frame, Custom, JTD R-15 batts+ 1985 6,670 0 633 633 1"Rigid Foam continuous, U-value 0.056 R-15 Batt: Part-Frame, Custom, JTD, U-value 0.084 21 97 0 44 44 R-15 Batt at gar: Part-Frame, Custom, JTD grade I at 185.2 805 0 366 366 garage, U-value 0.079 R-18 Gable: Wall-Frame, Custom, JTD 3"SPF + 1" Rigid 210 730 0 70 70 Foam continuous, U-value 0.058 SPF R-39: Roof/Ceiling-Roof Joists Between Roof Deck 13.7 29 0 9 9 and Ceiling or Foam Encapsulated Roof Joists, Custom, JTD, U-value 0.035 SPF R-39-ad: Roof/Ceiling-Roof Joists Between Roof 1311.4 2,752 0 825 825 Deck and Ceiling or Foam Encapsulated Roof Joists, Custom, JTD, dark asphalt, U-value 0.035 SPF R-19.5: Roof/Ceiling-Roof Joists Between Roof 18.6 68 0 20 20 Deck and Ceiling or Foam Encapsulated Roof Joists, Custom, JTD 3"thick SPF, U-value 0.061 R-0 BSMT: Floor-Basement, Custom, JTD, U-value 0.2 1218 14,616 0 0 0 Subtotals for structure: 37,590 0 7,814 7,814 People: 5 1,000 1,150 2,150 Equipment: 806 8,249 9,055 Lighting: 1400 4,774 4,774 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 136, Summer CFM: 0 8,995 0 0 0 Ventilation:Winter CFM: 100, Summer CFM: 100 2,044 2,045 273 2,317 Blower Heat Gain,249 watts: 0 0 850 850 AED Excursion: 0 0 998 998 Total Building Load Totals: 48,629 3,851 24,107 27,958 Check Fi ures a Total Building Supply CFM: 1,084 CFM Per Square ft.: 0.307 Square ft. of Room Area: 3,533 Square ft. Per Ton: 1,389 Volume (ft3): 35,933 [B_uildinc q Loads Total Heating Required Including Ventilation Air: 48,629 Btuh 48.629 MBH Total Sensible Gain: 24,107 Btuh 86 % Total Latent Gain: 3,851 Btuh 14 % Total Cooling Required Including Ventilation Air: 27,958 Btuh 2.33 Tons (Based On Sensible + Latent) Monday, November 18, 2019, 11:44 AM Rhvac-Residential&L"ight Commercial HVAC Loads Elite Software Development,.lnc: . : VanderbilfD7Home EnergCmplfanceRers_ ,3eluxe,_ 5_Green_Hill-Lane 'Brookhaven-.NY 11719„ j71- _ Ba e7, Total Building Summaty Loads cont'd `Buildin Loads 2.54 Tons (Based On 79% Sensible Capacity) Notes - 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. Monday, November 18, 2019, 11:44 AM �Rhvac-Residential•&Light Commercial HVAC Loads, :Elit6,Software Development,Inca _Home Energy_Compliance Raters = _ _ , _ :__ __ _ Vanderbilt°Deluxe-375 Green Hill Lane "Broo'khaven.NY 19779 - Page 8 Manual S Performance Data - ,S stem I - Main . Loads and Desmon Conditions = Cooling: Outdoor Dry Bulb: 83 Sensible Gain: 24,107 Outdoor Wet Bulb: 71 Latent Gain: 3,851 Indoor Dry Bulb: 75 Total Gain: 27,958 Indoor RH: 50 Load SHR: 0.86 Supply Airflow: 1,084 Entering Dry Bulb: 75.7 Entering Wet Bulb: 63.4 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 48,629 Indoor Dry Bulb: 70 Entering Dry Bulb: 66.9 Indoor RH: 30 Supply Airflow: 605 E 'ui'merit Perforrnarice Datadf S stem Design Conditions This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type: Standard Air Conditioner, Model: 14ACXS036-230A**+CH33-36B+TDR+TXV, Nominal Capacity: 33,200, Manufacturer: LENNOX INDUSTRIES, INC. d Inter ?' -fir EDB ^ EDB ..Total, i Power j. 75 OF 80 OF, E\N�,Air Flowl ODB =-� OF CFM °F capacity;" Input "Sensible C Sensible Btuh, kW : S1T Capacity I SIT Capacity, Btuh J� Btuh�..- y~v`1000 34000 1.93 _0.78 26520 0.93 _ 3162 63f-— _ 1215:•' 35000- - 1.93 0.8 28000 0.96. , 3360 •- `° . 83 100D 35800 _ 1 94 0.62_ 22196 076 _ 2720 671 x.12 I 1 37200 1.94 062 23064 078 2901 Interpolation Results: Percent Load of Load Sensible Capacity: 27,384 24,107 114% Latent Capacity: 7,202 3,851 187% Total Capacity: 34,586 27,958 124% Power Input: 1.93 Heating: Model Type: Propane Furnace, Model: EL195UH070)CE36B-*, Nominal Capacity: 63,000, Manufacturer: LENNOX INDUSTRIES, INC. Results: Percent Load of Load Heating Capacity: 63,000 48,629 130% Monday, November 18, 2019, 11:44 AM Rhvac=Residential&Light Commercial HVAC Loads, _ f' Elite•Software Development;Inc., HorneEnergyCompliance: aters _ y;t ;_ ,n__-v`°-_ _ - _ . _Vanderbilt Deluxe-375_Gree_n HiII.Lane- •_� e=,x _ [t�r6ok-ha`ve'n,N-Y 71719 = , Ra a 9' System 1 Room Load Summaly Ht' �Htg;, , . Run Run,µ - :-"Clg 'pig' Clg ,: Air Room _ °Area Sens-° Rad' Duct Duct Sensu Lat Nom Sys' `✓No Name SF Btuh Len'' := Size;i Vela Btuli Btuh,' �CFM --CFM' ---Zone 1--- 1 Basement 1,218 21,489 37.8 0-0 0 786 0 37 279 2 Living 365 3,685 6.5 1-6 612 2,558 200 120 120 Room/Foyer , 3 Kitchen/Family 513 5,578 9.8 2-8 657 9,759 1,206 459 459 Room 4 Dining 257 2,742 4.8 1-6 347 1,451 0 68 68 Room/Powder Room Zone 1 subtotal 2,354 33,494 59.0 14,553 1,406 684 ---Zone 2--- 5 Master Bedroom 240 3,369 5.9 1-8 535 3,970 400 187 187 6 Master Closet 58 406 0.7 1-4 60 56 0 3 5 7 Bedroom 2 211 3,399 6.0 1-6 411 1,717 0 81 81 8 Bedroom 3 154 1,875 3.3 1-6 469 1,958 0 92 92 9 Bedroom 4 142 1,091 1.9 1-6 457 1,909 0 90 90 10 Family Bath 56 393 0.7 1-4 59 54 0 3 5 11 Master Bath 118 1,522 2.7 1-4 227 264 0 12 20 12 Hall/Laundry 201 1,036 1.8 1-4 584 1,084 0 51 51 Zone 2 subtotal 1,180 13,091 23.0 11,013 400 518 Ventilation 2,044 273 2,045 Blower Power 850 System 1 total 3,533 48,629 82.0 24,107 3,851 1,084 1,084 System 1 Main Trunk Size: 14x14 in. Velocity: 797 ft./min Loss per 100 ft.: 0.067 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 j 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 Ja Cooling;, -Sensible/Latent ° Sensible i) --Latent•• Total ` .Tons Btuh-'f ' Btuh 'Bt'uh Net Required: 2.33 86%/ 14% 24,107 3,851 27,958 Recommended: 2.54 79%/21% 24,107 6,408 30,516 Actual: 2.77 78%/22% 25,896 7,304 33,200 =E ui iment Data ,_ _ Heating System Cooling System Type: Propane Furnace Standard Air Conditioner Model: EL195UH070XE36B-* 14ACXS036-230A** Indoor Model: CH33-36B+TDR+TXV Brand: ELITE 90 MERIT Description: Natural Gas or Propane Furnace Efficiency: 95 AFUE 15 SEER Sound: 0 0 Capacity: 63,000 Btuh 33,200 Btuh Adjusted Capacity: n/a 34,586 Btuh Sensible Capacity: n/a 25,896 Btuh Adjusted Sensible Capacity: n/a 27,384 Btuh Monday, November 18, 2019, 11:44 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. -Home Energy Compliance Raters_ . _ _ _, Vd6derbil_t Deluxe-375 Green Hill-Lane Brookhaven NY 11719 Pa e10 S stem 9 Room Load Summa con ft Equipment Data Latent Capacity: n/a 7,304 Btuh Adjusted Latent Capacity: n/a 7,202 Btuh AHRI Reference No.: n/a 7782663 This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71 F,WODB: 10F, SIDB: 75F, SIRH: 50%, WIDB: 70F, Sen. gain: 24,107 Btuh, Lat. gain: 3,851 Btuh, Sen. loss: 48,629 Btuh, Entering clg. coil DB: 75.7F, Entering clg. coil WB: 63.4F, Entering htg. coil DB: 66.9F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 1084 CFM, Req. htg. airflow: 605 CFM Monday, November 18, 2019, 11:44 AM Residential ■ aExaminer • - - • Form RPER 1.01 arcura«r,gcda for •n (Loads, Equipment, 8 Mar 10 County, Town, Municipality, Jurisdiction Header Information Contractor REQUIRED ATTACHMENTS' ATTACHED Manual J1 Form(and supporting worksheets): Yes❑ No 0 Mechanical License# or MJ1AE Form"(and supporting worksheets): Yes❑ No M OEM performance data(heating,cooling,blower): Yes❑ No N Building Plan# Manual D Friction Rate Worksheet- Yes❑ No M Duct distribution system sketch: Yes❑ No Home Address(Street or Lot#, Block, Subdivision) HVAC LOAD CALCULATION (IRC M1 4• Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature 10 OF, Orientation(Front door faces) Northeast North,East,West, South,Northeast,Northwest,Southeast,Southwest Indoor temperature 70 OF Number of bedrooms Total heat loss 4$629 Btu/h Conditioned floor area Sq Ft Summer Design Conditions Outdoor temperature 83_ OF Number of occupants 5 Indoor temperature 75 OF Windows Roof Grains difference 30 A Gr @5a % Rh Eave overhang depth 0 9 Ft Sensible heat gain 741 W Btu/h Internal shade � Drapes Ea Latent heat gain 3851 Btu/h Blinds,drapes,etc Depth Window Total heat gain 97958 Btu/h Number of skylights EQUIPMENT • 4• HeatingEtc uipment Data _ Cooling Equipment Data Blower Data Equipment type Furnace Equipment type Standard Air Conditioner Furnace,Heat pump,Boiler,etc Air Condfioner,Heat pump,etc Heating CFM �_� � CFM Model EL195UH070XE36B-* Model 14ACXS036-230A** Cooling CFM 1084 CFM Heating output capacity 63000 Btu/h' Sensible cooling capacity 25896 Btu/h Heat pumps-capacity at Hunter design outdoor conditions Latent cooling capacity 7304 BtU/h Auxiliary heat output capacity Btu/h Total cooling capacity 3i 90O Btu/h _HVAC DUCT DISTRIBUTION SYSTEM DESIGN (IRC M1 •• Design airflow CFM Longest supply duct: Ft Duct Materials Used(circle) Trunk Duct: Duct board,Flex,Sheet metal, External Static Pressure(ESP) IWC Longest return duct* Ft Lined sheet metal, Other (specify) Component Pressure Losses(CPL) IWC Total Effective Length(TEL) Ft Branch Duct: Duct board,Flex,Sheet metal, Available Static Pressure(ASP) IWC I Friction Rate: IWC Lined sheet metal, Other(specify) ASP=ESP-CPL Friction Rate=(ASP•100)-TEL declare the load calculation, equipment selection, and duct system design were rigorously,perfort-ned based,on - building o . -• above, •- • the clairns made on • be subject to review and verification. Contractor's Printed Name Date Contractor's Signature Reserved for use by County, Town, Municipality, or Authority having jurisdicti.on. ' The AHJ shall have the discretion to accept Required Attachments printed from approved ACCA software vendors,see list on page 2 of instructions. 2 If abridged version of Manual J is used for load calculation,then verify residence meets requirements,see Abridged Edition Checklist on page 13 of instructions. Form generated by ACCA-approved Manual J Eighth Edition Version 2 Elite Software Rhvac program. 46( f ! L`0 '"'` OCEED W PNN COMMENTS fi, LOCATIb,4, All exterior li hti-z v -- HE \/ANDERf5l LT — LUXE I I HAS BELT APPRpVED. g . _ Installed,replace(, or repaired shall con )rm z F®VED AS DOTED to Chapter 172 10 GAUL.I TY NISI IOM MODAL. 3Y DATE: ��B.P.# :=t11C'j'ot"Un�o o I �• Imo• LLC FEE: -Y BY: Blower d0 w MO�ERI�l OE HOMEBU I LD I I O LLC NC ;' Y B ILDING DcPARTM T AT 76r,-'-&0') SAM TO 4 PM FOR THE and duct-work O (n F_,t.ti,��b'IN a INSPECTIONS: testing requi ed. Z Z 1. = ,!jND;.TION - TWO REQUIRED O O ;? PC URED CONCRETE — 2. FOI!,;H - FRAMING & PLUMBING4 3. i v'SULA ION Must proVlde Ma uals o < 4. FINAL - CONSTRUCTION MUST D,r and S asp =r \ PE CO PLETE FOR C.O. N'S Energy C de # �` ALL CONSTRUCTION SHALL MEET THE REQUIREN ENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR J�J —- DESIGN 0 CONSTRUCTION ERRORS. ELECTRICAL -- INSPECTION RE UIR V � I — COMPLY WITH ALL CODES OF NEW YOR t STATE & TOWN CODES Lu MUSSF�.,�aCARDI� REG1U" ED } AS REQUI "IED AND CONDITIONS OF O - - - - - - - - - - - - - - - - -- - - -- - - - -_ - - - -- - - - 7z�--,-_._ PLIJM3ER - V V OARD CE TIFIC ION I ,, TEES ON(LEAD CONT NT 8 -ORE ° CERTIFICATE OF OCC : 'ANCY Fu SOLDER USE � IN W TER SUPPLY SYS T=M CA NOT I R R r I��� EX'CEED 2/10 F 1% .,AD. LL=_==�j PLUMBING -- h'• p.. pry --- — — — - 1 ALL Pi-1„- .1Nii ',,;TE FINISHEDSECOND FLOOR - - - _- - - - - - - - - - - - - - - -- - - - - - - - - - -_- - - - - - - - - - - - - - - - - - - ,.. ;.. -. .,� 4� , dW! !� TESTIING BEFORE C OV'-ERIN' Contac TO l Eng C'rlo�tS AK3�R QUID Core rr� tneerin4 V s Cackml,O Provide Endl�`"'�'r' "t;t�catlon •• tl^at the dr "age has beentnstatted to Code. Z V o tu -- o j t to Z Z 4Za �QZW FLOOR AREA TABLE (rj Liu FINISHED FIRST FLOOR -- — - - --_ - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - ' Or LZu - - - - - - - - - - ------ ----- -- FIRST FLOOR 1,2011 sf 0. > �A 1LI ® O r -- SECOND FLOOR I,IQ41 sf / 4 iv r ., �- .. OARAOE 552 sf 0. } Q 4 FINISHED GRADEr. 1,21 Sf (v n 0 V < 1 I BASEMENT iJ[- V I I I I I I I I I I I I I I I I I I I I I I I I PORCH 21x1 sf Xn Q Q Q I I I I I I I I I I I I I I ( I TOTAL LIVING SPACE 2,4011 sf !.1 I I I I I I I I I II I II I I I I I I I I CONDITIONED FLOOR AREA 5,611 sf Z (INCLUDES BASEMENT) _ — L — J LI J I I L IJ L J I L J I L J LI J I I L IJ L — r I INI=ILTRATION VOLUME 56,542 cf (IMSLUDES ATTIC, 4 BASEMENT) - - - - I I - - I - - _ _ - - - - -- - - — I - - - - — _- - - - - - -IE — _1- - - _ - - - - - -- - - - - - - = - - - - •,.,,,.t3:':;•,, 1 :ate,”� ''•'•••• ' We)IND -X TO DRAV41NOS �.� r.. DRAIWINO No. COVER 4 ELEVATIONS A-1 FOUNDATION PLAN „4-2 r'-•;!. /0 lb FIRST FLOOR PLAN ,A-5rRE,;�at a��!•,a�.� f 2nd FLOOR PLAN ,A-4 arr" FRONT ELEVATION O WALL BRACINO 4 ROOF PLAN ,A-5 DELI 1 FRED 0V 1 0 2019 SCALE: 1/4" = 1 ft SECTIONS 4 DETAILS )A-6 NOTES ,A--7 TJI-DETAILS ,A-g m <l- WOOD STUD WALL X O -� :J O 2N 50LID SHIM OR TRIM BOARD � j N tL Z r \ Ju \`# 8 FLAT-HEAD 50REH5 Q JtJ 2" MIN PENETRATION INTO HOOD HALL FRAMING 12 MIN I" FROM PANEL EDGE, TOP d BOTTOM 5.25 FASTENER SPACING: a _ 16" FOR PANEL SPAN 5 4 FT O Z Q m I 10" FOR PANEL SPAN S 6 FT O W FOR PANEL SPAN < S FT O W l l_I w X 7/16" HOOD STRUCTURAL PANEL SHUTTER V (� RPA SPAN RATING 24/16 WITH STRENGTH AX15 VERTICAL Q Z r�r�� QJ ❑ ❑ ❑ MARK ALL 5HUTTER SECTIONS FOR LOCATION AND ORIENTATION z < V - 12 J 5.25 • mi --- ---- -------- — ---------- ----- -- ----- -- -- -- -- 1---------- - ------ --------------------------- ------ --------- ---------------------------- ----- ------------ ----------- ---- --- ------------- �:\ - -a -12---------- -- ~= Z 1i? 5 o z IL EA 0000 00❑0 tL,m 0❑0❑ 0000 - ❑0X10 0010 r DATE: NOVEMBER 201a THI5 DETAIL CONFORMS WITH 2015 IRG (as amended) COVER 4 SIDE EL.EVATION REAR ELEVATION SIDE ELEVATION V41NDE30RNE DEBRIS FROTBGTION ELEVATION5 SCALE: 1/8" = I ft = SCALE: I/8 I ft SCALE: I/8 I ft � SCALE: 3/4 I ft DRAWING NUMBER A I _ A p A-6 F 235# ASPHALT SHINGLES;MIN. (4)-FASTENERS PER STRIP FOR EAVES LESS THAN 20' ABOVE GRADE O No. 15 ASPHALT FELT UNDERLAYMENT (R90511) 1 'f'-5 i/2" 14'-8 I/4" ICE SHIELD BARRIER PER (8905.1.2) V Z r - - - - - - - - - 1/.2" STRUCTURAL PANEL 5HEATHIN6 O tu - - - - - -P.G. FTG V ^ - 2x8 [UG35]P.T. LEDGER 1/2"(P OALV.LAG SCREWS AT 16" O.G. R-39 CLOSED-GELL SPRAY FOAM (SPF) INSULATION O BASEMENT ENTRANCE STAIRS ER501.2] IL 8" REINFORCED CONCRETE RETAINING- WALL (2)-2x10 GDR 4'-6" __ 4'-6" W #4 REBAR AT 12" ON-GENTER EACH WAY STANDARD HOOK AND LAP INTO 16" x S" P.G. -7 0zt U- = DEGK m O FOOTING. 2 MIN REBAR COVER ABOVE 50LID WOOD BLOGKINO z N ON Q m OI \ v �J O- - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - CEILINO J015T 0 I r - - - - - - - I DRIP EDGE (8905.2.8.5) d' I I ( I r 1/2" GYPSUM WALLBOARD i> 1x8 HOOD FASCIA tt II I I I fa SOFFIT VENT - Ell �15�6 R I I 36-0" I I DOUBLE 2x4 TOP PLATE VINYL SIDING. ATTACH THROUGH RIGID �- MINIM,JM 24 LAP 5PLIGE LENGTH (R602.3.2) INSULATION TO WOOD FRAMING PER CAS WATER HEATER � I-lANUFAGTUREB'5 INSTRUCTIONS FOR HIGH-WIND I - "_ _ BRADFORD WHITE j AREAS AND TO RE515T A MINIMUM 28 psf - - I EMERGENCY ESCAPE B RESCUE OPENING HW I F SUCTION LOAD (EXPOSURE B) OR 40 psf } 36" ILI 6 GONG PLAT (R310) MITW5056FBN I (EXPOSURE G). AND 5TEP5 I I CAPACITY = 50 gal - Q ON IO RISERS > 0j I I 3068 BASEMENT o I N DRYWELL I 4" P.G. SLAB d � - - - - - - -- - - - - - - - - - - - NOTE: _ -I PLASTIC HOUSEWRAP INSTALLED OVER FOAM _ I _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ I HOLDDOWNS ARE � I INSULATION. TAPE ALL SEAMS PER - - - - - - O 2x4 WALL STUDS AT IG-" O.G. MANUFACTURER'S INSTRUCTIONS (R�03.2) I 3-1/2"m 5TL COLUMN NOT REQUIRED FOR I - R-IS UNPAGED FIBERGLASS BATT INSULATION 23-8 I I 4"x10"xI/2" TOP PLATE TFIS PROJEGT• I R-5 1-INCH THICK EXTRUDED POLYSTYRENE (XP5) O 8"x8"xl/2" BASE PLATE I I I/2" GYPSUM WALLBOARD RIGID FOAM INSULATION. INSTALL USING _ Q I ON 2'-6"x2'-6"x12" DEEP P.G. FTG. I GAP-HEAD NAILS WITH A MINIMUM 514" w/(3)-#5 REBAR EACH WAY I R-13 2" CLOSED-GELL SPP INSULATION PENETRATION;SPACED 12" O.G. PERIMETER AND (TYPICAL-4) I I (ALSO AT RIM JOIST IN SECOND IG-' O.G. FIELD. -1 z I I - - - _ _ I I FLOOR PLATFORM - NOT SHOWN) 1/2" STRUCTURAL PANEL SHEATHING z _ Z FF- 3/4" STRUCTURAL PANEL 5UBFLOOR - 2x SOLE PLATE "m I IQo II I o Q O (- - - J L J J L - J 2x BAND JOIST O Q I BEAM POGKET 1 I I d ,I �Q I I (TMP-2) (2)-1.-15xil.25 LVL GDR I I I = m 2x6 PRESERVATIVE TREATED SILL [Ur-21 JJ. Q (ENGINEERED DE516N) I T p I I I- I FLOOR J015TS ( _ i> OVER SILL SEAL - COFFER TERMITE SHIELD (2) 2x10 FL HDR UNEXCAVATED I I NI �p I 1 I I EXTEND SIDING TO WITHIN 12" OF FINAL O I GRADE FOR HISTORIC DISTRICTS N I N I I o 7 ® a I I FOUNDATION ANGHORAOE [8403.1.6] Q I ( � = I O_ 3-1/2"(P STL COLUMN I = I 11-4 MINIMUM Ys dia. ANCHOR BOLTS EMBEDDED A �- Q) vt n 1 MINIMUM OF l INTO CONCRETE OR GROUTED 4"x7"x1/2" TOP PLATE 1- CELLS OF CONCRETE MASONRY UNITS. THE 3 m 8x8 xl/2 BASE PLATE lL O tU I Q ll 1 - (2)-2x10 Q I I BOLTS SHALL BE LOCATED IN THE MIDDLE THiRD FINISH GRADE _• J z I w 7 FL HDR 1-7 ON 2-O x2-O'XIO" O -3 OF THE WIDTH OF THIS PLATE, A NUT AND lv\ z I U_ I I tl u- DEEP P.G. FTG. x IL I W I W N WASHER SfIALL- BE TI,5dTENED ON EACH ANCHOR ( moi7 _ A/ p_ z ( I I O O O O I m O I I BOLT. THERE SHALL BE A MINIMUM OF TWO I N QI Icv cv 1`" N I I O BOLTS PER PLATE SECTION WITH ONE BOLT � Q o I I 1 1 I LOCATED NOT MORE THAN 12 INCHES OR LE55m W V z Q STRAP UNDER POST TOUROSTUD To SILL PLATE PLIFT I ( I� 1�" I I I THAN SEVEN BOLT DIAMETERS (3.5") FROM EACH O I- LATE SECTION. LLS 24 INCHES z I BEAM (TYP-4) I 1 END OF TOTAL THELENGTH OR LE55 SHALL HAVE ONE z Z z 1 I I DECK HOLDDOWN I O = cn } -1�_ O z W 6- I I I I SIMPSON DTT2 I I ANCHOR BOLT LOCATED IN THE CENTER THIRD OF � THE PLATE SECTION AND SHALL BE ATTACHED IY m _ INSTALL IAW MANUFAG ER'S SPECIFICATIONS I I " TO ADJACENT WALL PANELS AT CORNERS A5 �/ �aL a ¢ Q I� �" 4 �O z Q 8" P.G. FOUNDATION STEMWALL UPON (TYPICAL-6) I I SHOWN IN ITEM 9 OF TABLE 8602 3(U. / Q v W 1 I 1 z dl U-z IG-" x 8" DEEP CONTINUOUS P.G. FOOTING I dJ- - - - - I i I I Q m a w Q d O W N LU - - - - - J �- - �O - I R-11 BASEMENT WALL BLANKET INSULATION o^ o Q-1 .�O I N DEG I __ _1 _ I o O � �Q - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \- -- - f- - ABOVE - �C\ (2)-2xlOFLUSH - � QOp (�t' `�� OO QQ �- - - - --/ --- - - -� O Qm m: as- V / �z p P.G. FOUNDATION WALL Z o -O" Q \ / N to CONTINUOUS HORIZONTAL REINFORCEMENT: ONE No. 4 .1 I (� - - - - - - IL - -- - - - BAR WITHIN 12 INCHES OF THE TOP OF WALL STORY Q .pAND ONE No. 4 BAR NEAR MID-HEIGHT OF THE WALL 2'-9" 2'-0" 5'-2" 2'-0" 2'-9'"r XcV 2'-9' 2'-O' 5'-2' 2'-O" 2'-9' STORY [IRG TABLE R404.1.2(1)] X 1 2x8 [UG3B] P.T. LEDGER _- 1 -_ 1 EXPANSION JOINT -n 1/2"d) 6ALV. LAO 5GREW5 AT *-+ 4x4 [UG4A] PRESERVATIVE TREATED POST ` IG-" O.G. [8507.2] ' - - - - - - - - - 7_ � 4" P.G. FLOOR SLAB 6ALV. METAL POST BASE ANCHOR ON (3)-2x8 GDR __ P.G. FTG `i (3)-2x8 GDR12"d) (I5"4) AT ENDS) x 4'-O" MIN. DEEP P.G. FTG. -- -- _ -- -- -- POURED CONCRETE FOOTINGTo UNDISTURBED ,!��e TOP OF FTG. 2" ABOVE F NISFiED ORRADE OUND - - -- - 9'-O" ,�:�a..r.. [TYPICAL FOR (9) AT 12"� AND (2) AT 18"4�] ON UNDISTURBED SOIL - F `. 2 2 6 MIL POLYETHYLENE FILM <,�-' � �F.��.y• � " '" O ._/ CONTINUOUS UNDER STEMWALL ��`�'i; \ n 24'-11" 2'-3" 9'-O 1/2" 2'-O" 9'-7 1/2" 2'-0" 9'-O 1/2" 2'-3" "ss T 1 F I CAL NALL SEC 1 !ON SCALE: NT5 f''s�till, E`',,•` A A-6 DELiLERE.0 P�IOV 1 C 2019 m F0UNr�)AT10N PLAN SCALE: 1/4" = 1 ftlu 00 A X OO ` JU qo f Q OK Q z OH W Q ILL } O lU N OL WINDOW AND DOOR SCHEDULE O W � O o m No. DESCRIPTION CLEAR OPENING CLEAR OPENING GLASS VENTILATION OVERALL THERMAL SOLAR MIN.DESIGN PRESSURE ROUGH No. ADDITIONAL d(b Q O Z WxH AREA AREA AREA UNIT AREA PERFORMANCE PERFORMANCE EXPOSURE B/C OPENING COMMENTS STRUCTURAL DESIGN NOTE (U--I W tU z 1--1 OL Ll 0-to Q A ANDERSEN 100 SERIES 3050^ 32"x 26 1/16" 5.79 sf 10.38 sf 5.79 sf 15.0 sf U=0.30 SHGC=0.28 -26.0/-35.1 psf[20 sf] 36.0"x 60.0" A SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,MODIFIED COLONIAL GRILLE In accordance with the 2015 IRC (as amended); Z <Q _ B ANDERSEN 100 SERIES 4040 44"x 20 1/16" 6.12 sf 11.20 sf 6.12 sf 16.0 sf U=0.30 SHGC=0.32 -26.0/-35.1 psf[20 sf] 48.0"x 48.0" B SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,NO GRILLE structural elements such as engineered wood, steel < C ANDERSEN 100 SERIES 2050 20"x 26 1/16" 3.62 sf 6.12 sf 3.62 sf 10.0 sf U=0.30 SHGC=0.28 -26.0/-35.1 psf[20 sf] 24.0"x 60.0" C SINGLE-HUNG„VINYL FRAME,LOW-E GLASS,MODIFIED COLONIAL GRILLE and steel/wood composite columns, beams, headers 4 I < (Lj D ANDERSEN 100 SERIES 2616 11 1/16"x 14" 1.07 sf 1.65 sf 1.07 sf 3.6 sf U=0.30 SHGC=0.32 -28.0/-37.8 psf[10 sf] 30.0"x 18.0" D GLIDING,VINYL FRAME,LOW-E GLASS,NO GRILLE and girders that: > -1 Z 2 E ANDERSEN 100 SERIES 60611R 29 1/2"x 78 7/8" 16.16 sf 32.58 sf 16.16 sf 41.0 sf U=0.30 SHGC=0.32 -23.0/-31.1 psf[50 sq 72.0"x 83.0•' E GLIDING PATIO DOOR,VINYL FRAME,LOW-E GLASS,NO GRILLE 0 F THERMA-TRU FIBER-CLASSIC FCM3000E-3C/FCM6124SL 36"x84" 21 sf 16.0 sf 21 sf 40 sf U=0.29 SHGC=0.14 -22.0/-29.7 psf[20 sq CHECK UNIT F FRONT DOOR WITH SIDE-LITES,MAHOGANY,LOW-E GLASS 1) resist gravity loads, and Lu v w JU < G THERMA-TRU SMOOTH-STAR SSF220 32"x 84" 18.7 sf 0 sf 18.7 sf 20 sf U=0.18 SHGC=0.01 N/A CHECK UNIT G SOLID PANEL 20-MINUTE FIRE-RATED HOUSE-TO-GARAGE DOOR 3: J V Q )- H C.H.I.O.H.DOOR 2250 PANEL STYLE 8'x 7'± 56 t sf - 56 t sf 56 t sf N/A N/A -23.0/-27.8 psf[50 sfi CHECK UNIT H RAISED PANEL GARAGE DOOR,WHITE,OPTIONAL INSET GLASS 2) are not contained in the prescripitive design _ O 0 0 4 I THERMA-TRU SMOOTH-STAR S206 36"x 80" 20 sf 5.0 sf 20 sf 21.6 sf U=0.22 SHGC=0.09 -26.0/-35.1 psf[20 sfJ CHECK UNIT I HALF-LITE,LOW-E GLASS BASEMENT-TO-OUTSIDE DOOR provisions of the 2015 IRC (as annended) 1L J ANDERSEN 100 SERIES 3020 29 13/16"x 8" 1.66 sf 3.50 sf 1.66 sf 5.8 sf U=0.30 SHGC=0.32 -26.0/-35.1 psf[20 sfJ 36.0"x 24.0" J AWNING,VINYL FRAME,LOW-E GLASS,NO GRILLE In were designed in accordance With K ANDERSEN 100 SERIES 6016 - - 5.10 sf - 9.0 sf U=0.30 SHGC=0.32 -26.0/-35.1 psf[20 sf] 72.0"x 18.0" K TRANSOM PICTURE,VINYL FRAME,LOW-E GLASS,NO GRILLE L ANDERSEN 100 SERIES 3050-3^ 32"x 26 1/16" 5.79 sf 31.13 sf 17.36 sf 44.4 sf U=0.30 SHGC=0.32 -20.0/-27.0 psf[50 sf] 108.0"x 60.0" L TRIPLE SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,NO GRILLE ANSI AWG NDS-2015. LIN r M ANDERSEN 100 SERIES 3050^ 32"x 26 1/16" 5.79 sf 10.38 sf 5.79 sf 15.0 sf U=0.30 SHGC=0.32 -26.0/-35.1 psf[20 sf] 36.0"x 60.0" M SINGLE-HUNG„VINYL FRAME,LOW-E GLASS,NO GRILLE Structural elements such as wails and fenestration MINIMUM HEADER SHALL BE(2)-2 x 8(4"WALLS)OR(3)-2x8(6"WALLS);WITH 1/2"(4"WALLS)OR 1"(6"WALLS)RIGID FOAM INSULATION IN EXTERIOR WALLS UNLESS OTHERWISE NOTED that: MINIMUM DESIGN PRESSURE REQUIRED FOR 140 mph WIND COMPONENT LOADS ARE BASED ON TABLE R301.2(2);MEAN ROOF HEIGHT=25 ft;EFFECTIVE WIND AREA AS NOTED IN BRACKETS[-sf] DATE: NOVEMBER 201q ALL FENESTRATION IN THERMAL ENVELOPE SHALL HAVE MAXIMUM AIR LEAKAGE,AND BE LISTED AND LABELED,PER ENERGY CODE R402.4.3 1) resist Wind loads, and 2) are not contained in the prescriptive design FOUNDATION PLAN 4 provisions of the 2015 IRG (as ornended) TYPICAL WALL SECTION were designed in accordance with ASCE 7-10 Wind provisions and acceptable engineering practice. DRAWING NUMBER Where such elements occur in the plains, they are annotated "ENGINEERED DE5116N." A == 2 A � ' NOTES INDEXED TO "2015 INTERNATIONAL a-6 ENERGY GONSERVATION CODE" 4 NYS ''2016 O ENERGY GORE SUPPLEMENT" 6-4" 12'-1" 10'-6 1/21, 7'-i0 1/2" V RIOTS COMPLIANCE: This building was designed and shall be constructed to meet the 2015 IEGG(Energy Code)Residentlal Provisions (as amended). Both REScheck N.S. Department ofZ Energy) and REM/Rat- (Norelco) computer software was PROVIDE RESERVED SPAGE IN SERVIGE PANEL FOR Q Q= O utilitzed to demonstrate compliance. All mandatory provisions FUTURE SOLAR ELEGTRIG INSTALLATION (U103.7) ROOD N=X V of the Energy Code are in force. 5TEPS _ Q w p O ATTIC PATHWAY FOR SOLAR ELECTRIC (U103.6) w(D tL u O Il R10322 WRITTEN STATEMENT. To the best of my knowledge, �� " N z ix J- CLOSED-CELL SPF belief and professional judgement,these plans comply with the INSTALL 2'N VERTICAL 5GHEDULE 80 PVG CONDUIT WALL LINE F't _O" Q .Q z Q A t! Ener Code. Furthermore,as a RE5NET certif led rater (I D. (E3b01.2) THROUGH ALL WALLS TO ATTIC, WITH ABOVE 0 w tupu.t V O o W No. 2614387), I certify that these plans comply with the Home TEMPORARY PLUGS OR GAPS AT EACH TERMINUS. z 0 0.w U zw (t Energy Rating System (HERS)program. A signed certification , > ZO N i of compliance with the HERS program will be submitted of the oO O 0 'Du _ Z constructed building to demonstrate compllane wlth Town 4 v Q z GYPSUM BOARD Code. NQj -x ___ _ _ T QtU < N (. .... ---------------- J-- -I 1 I --- Q z Q o Y 1 CONTINUOUS BEAD OF 8301.1 CLIMATE ZONE: 4A Suffolk,NY(Moist) --� ® r ---T----r - (2)-1.75x11.25 LVL HDR (2)-1.'75x11.25 LVL HDR cv w 0 Q 4 dJ IA � SEALANT I � DW � N j (ENGINEERED DESIGN) (ENGINEERED DE516N) m��v � R4012 COMPLIANCE: This project complies with 2) Section R405 I GYPSUM BOARDw Q O rn z - Simulated Performance Alternative,and the provisions of I ------------ t Sections 8401 through 8404 labeled "Mandatory." in =Q�_ z # OUTSIDE 0,, l'-025 p Man requirements: 36 I 6 I I KITCHEN m AIR INTAKE R40f3 CERTIFICATE: CONTINUOUS BEAD OF Builder to post per Code `) I I HOOD w N SEALANT R402.4.1 THERMAL ENVELOPE: To be tested 4 verified to 3 __ _^__- ' 0� v-J O ACH by HERS rater. See Table 8402.4.1.1 In plans `� ------------------- ----------- m-_------.___-- _---, Q 0 Q 4-4 7'-O' 23-4 Q l CONTINUOUS MINIMAL R402.42 FIREPLACES: Factory built with UL 127 doors i- I I <z_J t3 EXPANDING FOAM AT WINDOW R402.43 FENESTRATION: See window/door schedule _ I O UNIT PERIMETER R402.4.4 FUEL-BURNING APPLIANCES: All room heating and O BA E NT EN GE O I O Q N 1 o BREAKFAST FAMILY ROOM o hot water heating appliances to be direct vent with both d OW -� p O L_____________ __J :p 0 �- Intake and exhaust pipes installed continuous to the WINDOW UNIT outside. _ I z 0 Q Q~ "t IG-rated and labeled air g 8402.4.5 RECESSED LIGHTING: I �O O NOTE: q'-O" CEILING HEIGHT 0 t; leakage not more than 2.0 cfm per Code I I- THROUGHOUT FIRST STORY Q I� R402.5 MAX. U-FACTOR 4 51.166, See window schedule — R403.1 CONTROLS: See plans for thermostat Information d) ELEC. PANEL I i 25 cfm TO HRV R403.3.2 DUCT SEALING. All duct Joints shall be N I I ~ ~ — ,j CONT. VENT mechanically fastened and sealed with duct mastic I "'�—� I i (MI507.4) 20 cfm TO HRV CONTINUOUS MINIMAL sealant. I mastic to duct seams. ------------ e GOVT. VENT Prol TECHNOLOGIES EXPANDING FOAM AT WINDOW appy f--- l -'-�-�� I I 840333 DUCT TESTING: Total leakage shall be tested. I I e I I (MI507.4) MODEL T705 UNIT PERIMETER I �-� 84033.5 BUILDING CAVITIES: Framing cavities shall not be I I e I I PROGRAMMABLE used as ducts or plenums. c I L THERMOSTAT _ R403.4 MECHANICAL SYSTEM PIPING INSULATION. Insulate mechanicals tem pipes to a minimum of R-3 where I I - I I REF II'-4" �` � p p I, Q Fire separation --� required by Code. I I I 4x4 P05T F (2)-2x8 HDR ( R403.5.1 HEATED SERVICE HOT WATER(51-IW CIRCULATION II I Q required as per I __ _ O (3)-1.75 x 14 LVL FLUSH(37' LONG) - ( SYSTEM: Not In project _ I I j CONTINUOUS BEAD OF HRV continuous `� II I v NYS Code LOA BEARING WALL D m R403b MECHANICAL NTILATION, I I � - ventilation system - see tans. -O Rn �' 4.x4 POSTSEALANT y p I 1 �p " f1 '�R403.1 HVAC EQUIPMENT, Sized in accordance with ACGA I I x 36 RAILI 6 rismeManual J and Manual 5 SELF-GLOSINS 20-min q'_2" 4'-6" 1 rn U 10 R �- I O I R403,5 MULTIPLE DWELLING SYSTEMS: Not applicable ( F.R. DOOR (8302.5.1) m i pP I I 4x4 POST R403A SNOW MELT, Not licable I I GYPSUM BOARD R403.10 POOLS: Not applicable 11 I 6 0 R403.11 PORTABLE SPAS. Nota applicable 1 ---F-------------J 2a1 IU - -- N - p� cp z I 36" RAILING CONTINUOUS BEAD OF R404 LIGHTING: Builder to Install high-efficiency lamps in at , __ _- _- __ __ __ __ __ _ v cv 3'-2" ADHESIVE least-15% of permanently installed fixtures. N -_' (3)-1.75 x 14 LVL DROP HDR o m GL 2¢7Q � 1 1 cv 6LU in t I�----------------1 (ENGINEERED DE516N) F-- F mR405 51MULATED PERFORMANCE ALTERNATIVE: This method was CONTINUOUS BEAD OF used to show compliance with the Energy Code. REM/Rote 1 I INTERIOR GARAGE WALLS:SEALANT software was used to model the building performace - see i i GARAGE R-I5 BATT INSULATIONI 2015 IEGG Energy Cost Compliance report provided with I I 5" P.G. SLAB Y1" GYPSUM BOARD - � (2)-2x10 �1 Permit Application. REScheck was used to model the building - I I o PITCHED TO DOOR u; tiFL HDR w1 �Iperformance based on national standards - see RECcheck Ii GARAGE CEILING: 9 -a2' GLOSED-CELL 5PF Gom liance Certificate and Ins ection Checklist rovided with 1p p p I I Y2" GYPSUM BOARDDINTNC ROOM _ FOYERPermit Application. I I Q [TABLE R302.61 o _ 1 _ LIVING ROOM xI`p xxPLYWOOD SHEATHING UNDER 4 u�i -: �1 JJUfn 111x 14-Or, N CONTINUOUS BEAD OF i i GYPSU BOARD FOR BRAG D WALL 5-H5LINE D =SEALANT Id� �i �1 14 - - J W O J W (� ------ N N I 4' Z Z 4 tt tq QL GYPSUM BOARD 1 ---------J _ L� V - F O Z (2)-1.75 x 11.875 LVL HEADER 1 W Z 1 I 1 O Z z R.A.G. (3)-2x10 HDR O 1 IK� J 1-1 � SEE PORTAL FRAMING DETAIL � 1-- iv R308.4 HAZARD GLAZING •d 11j dl ®AI 0 3°5° _ 3°5 J�y �2)-1 'd- � 3°7°/(2)-I°7° SL � N - -� -- � � .75 x 14 LVL FL - (2)-1.75 x 14 LVL FL CONTINUOUS BEAD OF •-1 1 SEALANT O O - Q (O/ , } \0< �/ 2°5°6 3050 2°5° G 8'_O.: Q 2°5° cv 305° 2°5° LL- V 1 6 Z Q CONTINUOUS MINIMAL EXPANDING FOAM AT WINDOW 6'-3" II'-10" 6'-I" O A O 0 PORCH -7 O A O 0 UNIT PERIMETER 4x4 P.T. POST u� O 5/4x6 DECKING •fl O (TYP-4) 7'-4' WINDOW UNIT(OR 7'-4 Z O I f I WEATHER-PROOF DOOR) TABLE 8402.4.1.1 ' o R BARRIER AND INSULATION (2)-2xlo HDR (2)-2x10 HDR N INSTALLATION 4 _ COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION 1 ! i CONTINUOUS MINIMAL _ CRITERIA `�e�t. �• �� E?'�•" ,., I EXPANDING FOAM AT WINDOW A continuous air barrier shall be installed in the UNIT PERIMETER building envelope. 24--4" 14'-2" 141-211 `"��•.•�,F T. D; • �" General requirements The exterior thermal envelope contains a Air-permeable insulation shall not be used as a sealingmaterial continuous air barrier. Breaks or joints in the air barrier shall be sealed. The air barrier in any dropped ceiling/soffit shall be r` t .;.r f R.>��;�• t •; CONTINUOUS BEAD OF aligned with the insulation and any gaps in the air ,In I,rr p�:•° X14�`. SEALANT barrier shall be sealed. The insulation in any dropped ceiling/soffit Ceiling/attic Access openings,drop down stairs or knee wall shall be aligned with the air barrier. a <<d`1'1S►Tett atS'`a4'<�titi doors to unconditioned attics aces shall be sealed. A_6 DEL rENOVO' Cavities within comers and headers of frame s' RED N� 1 6 2019 GYPSUM BOARD walls shall be insulated b completely filling The junction of the foundation and sill plate shall be y p y g CONTINUOUS BEAD OF sealed. the cavity with a material having a thermal V ADHESIVE resistance of R-3 per inch minimum. 1/ Walls The junction of the top plate and the top of exterior CONTINUOUS BEAD OF walls shall be sealed. Exterior thermal envelope insulation for I i�5T FLOOR �I OO7 framed walls shall be installed in substantial I� L I` PLAN ct SEALANT Knee walls shall be sealed contact and continuous alignment with the air ,: �- barrier. 5GALE: 1/4 = 1 ft O La O J v In The space between window/door jambs and O _ Windows,skylights and doors � r m framing, sk i hts and framing shall be sealed. 2" CLOSED-CELL SPF �� O J tO j% Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. x Floor framing cavity insulation shall be Q installed to maintain permanent contact with O I Iv\ r the underside of subfloor decking,or floor 16 go STRAP TIE INSIDE GARAGE IL O j- 22" TOTAL LENGTH - CENTERED Z -- framing cavity insulation shall be permitted to N Q Floors(including above garage and The air barrier shall be installed at any exposed (20) loci OR (22) Sd FASTENERS cantilevered floors edge of insulation. Z be in contact v�ith the top side of sheathing, O g or continuous insulation installed on the ALLOWABLE TENSION = 1105 Ib O X CONTINUOUS SILL SEALER - underside of floor framing and extends from (NP-2) O ~ the bottom to the to of all perimeter floor ttLU IFULL WIDTH OF Sill framingmembers. p DOUBLE TOP PLATE f m t= 1X ((�� JJ Exposed earth in unvented craw spaces shall be Where provided instead of floor insulation, O O `+•' —y t Crawl space walls covered with a Class I vapor retarder with insulation shall be permanently attached to LL FOUNDATION WALL O tom- \ overlapping joints taped. the crawls ace walls. `y ' e j %a j,(2)-175x11.875 LVL HEADER; ° ! ' Duct shafts,utility penetrations,and flue shafts W Ill O O z O ',• ~ Shafts,penetrations opening to exterior or unconditioned space shall be CONCRETE SLAB Q Z sealed. _ STRUCTURAL DEVON NOTE � W ►U 0. � cQ �� / ,. / °•.,� Batts in narrow cavities shall be cut to fit,or - narrow cavities shall be filled b insulation I Q Q 0< Narrow cavities +. y Z that on installation readily conforms to the i i I:i accordance With the 2015 IRO (65 amended); �. ~- ; `,'•,`q' '�. 4"'`,° � .' availablecavit space. 1 �I -true elements such as engineered wood steel Z J --- - I Air sealing shall be provided between the garage V Garage separation = and steel/wood composite columns, beaims, headers J ��.. �� j /X'`��% ! and conditioned spaces. i J 1L1 ` t ' `X N`� ` � Recessed light fixtures installed in the '� and girders that: } 4, I Recessed light fixtures installed in the building --, Recessed lighting buildingthermal envelope shall be air tight�` �\/ g g thermal envelope shall be seated to the drywall. p g Z and IC rated. I) resist ravit loads, and v w Batt insulation shall be cut nearly to fit around DOUBLE 2x4 FRAMING gravity UA V U < wiring and plumbing in exterior walls,or 2) are not contained in the prescriptive design Plumbing and wiring insulation that on installation readily conforms p p g t--- O to available space shall extend behind piping provisions of the 2015 IRC, (as amended) IL NOTE: IT 15 THE INTENT TO PROVIDE FOR A and wiring. m GONTINUOU5 AIR BARRIER ALIGNED WITH THE The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs Were designed in accordance r�lith THERMAL I':NVELOPE. THIS DETAIL SHOWS Shower/tub on exterior wall showers and tubs shall separate them from the shall be insulated. ANSI AWG N05-20I5. TYPICAL METHODS OF AIR-SEALING USING showers and tubs. VARIOUS BUILDING ELEMENTS, APPROVED The air barrier shall be installed behind electrical or1— ADHESIVES AND SEALANTS. FRAMING y " Electrical/phone box on exterior walls communication boxes or air-sealed boxes shall be Structural elements such as walls and fenestra CONFIGURATIONS NOT SHOWN,51UGH AS tion installed. `�.: :' that: CANTILEVERS AND 5TAIRWELLS, SHALL BE ,. HVAC register boots that penetrate building thermal .�•. s SEALED IN A SIMILAR MANNER 'TO PROVIDE FOR M/ACregister boots . : ,;' . DATE: NOVEMBER 20101 A CONTINUOUS AIR BARRIER ALIGNED WITH THE envelope shall be sealed to the subfloor or drywall. 1) resist wind loads and THERMAL ENVELOPE IN ALL LOCATIONS. When required to be sealed,concealed fire Concealed sprinklers sprinklers shall only be sealed in a manner that is FASTEN SHEATHING PER CODE recommended bathe manufacturer. Caulking or [R602.10.6.41 2) are not contained In the rescrl tifve design p p g FIRST FLOOR provisions of the 2015 IRO (as amended) PLAN AIR SEAL I NO DETA I L5 A I�' S.-AL I NO NOTES PORTAL FRAM I NO DETAIL were designed In accordance with ASCE "i ac wind provisions and acceptable engineering practice. DRAWING NUMBER SCALE; 5/4" = I ft 5CAL.E: 1/4" = I ft where such elements occur In the planes, they are annotated 'ENGINEERED DESIGN." _ m A _O r ----------------� I A-6 v I I F--------------------- I �--------------------j Ul HAZARD 6LAZING [R305.4] ZO i I 4'-4" IL I I O tY O O WW W o O 3 ° F- `r 4 AW IN6 q_g 3050 -O" 3C 50 10' jM8'-O" 5'-O" Z 4 a i N i Q ob M BATH TRANSOM ! O e'-o" G Ht m BEDROOM 4 GL BEDROOM 3 O O = 8'-0" G Ht &'-O" G Ht = ------I I 20 cfm TO HRV 130 —HVAC, EO.UIPMENT IN ATTIC 1 2 cfm TO HRV GOVT. VENT I-a GAS FURNACE: LENNOX ELIa5UHO-7OXE36B —J r-------------------------------------------------------- -------- .D CONT. (M5074) = INDOOR COIL: LENNOX GH33-36B+TDR+TXVProl TECHNOLOGIES I (MI507.4) BATH MODEL T705 OUTDOOR UNIT: LENNOX 14AGX5-036-230A I F d) �' PROGRAMMABLE I HEATING GAP: 63p00 Btuh;AFUE = 95.0 O WHOLE-HOUSE MECHANICAL VENTILATION WITH EG MOTOR (R403.6) x GL THERMOSTAT -J COOLING GAP: 33,200 Btuh;SEER = 15.00 AHRI REFERENCE No. FANTEGH VHR 2008-EC, HEAT RECOVERY VENTILATOR(IN ATTIC) 3-O„ -O 2470 S two 2t�o .?7 w EGO-TOUGH PROGRAMMABLE WALL GONTROL IN MASTER BEDROOM Sh10WE INSTALL IAW MANUFAC,TIJRER'S SPECIFICATIONS `v I _ I 6” dla. R-6 INSULATED DUCTS TO OUTSIDE / SMOKE d G.O. 4" dla. EXHAUST DUCT TO EACH OF THREE BATHS 4 KITCHEN - j 6" dia. FRESH AIR SUPPLY DUCT a DIFFUSER IN HALLWAY 241°N ° IA.G. 13ETURNI O DETECTOR (TVP) S CN HALL `9 DUGT5 IN ATTIC INSULATED TO R-6 0 2a 10 m 207 m 10'-0" HALF WALL '-0" 6'-6" � LI LIN (2)-2x10 HDR = SYSTEM TO BE SET AND BALANCED TO PROVIDE MIN. 20 cfm FROM = __ __ __ _ _____________ (2)-1.75x9.25 LVL FLUSH O O I EACH BATHROOM AND MIN. 25 cfm FROM KITCHEN CONTINUOUSLY. - _____-_ -—_ _ - __—- _ -- - — 1 BEARING WALL BI-FOLD (ENGINEERED DESIGN) 3050 m THERE SHALL NOT BE ANY DUCTS CONNECTED m 26`70 m _ j TO THE HEATING OR COOLING SYSTEMS DRYER EXHAUST DRYER WASH R - D -> (MI502) 5'1D., I I I V r 246$ I v, 6 ! 12" x 12" AIR TRANSFER GRILL IN CEILING o 2x10 STUD WALL AT 24" O.G. z o m (V HVAC, R.A.G. CHASE 3'-2 j"' S I I �0 4" x N 0 MASTER BEDROOM 241° W.I.G. '. GL BEDROOM 2 LNZ 8'-0" G Ht _Q � \� 8'-0" G Ht I t I 4" 4" 5'-6" 2'-2" JU m � � 2)-I.-75x14 LVL_WHTS30 MTL STRAP AT EACH END (2)-1.7_5x14 LVL_w/HT530 M_TL STRAP AT EACH END Ul m ` .Z (ENGINEERED DESIGN) (ENGINEERED DESIGN) Z I _ 2x8 GJ AT I6" o.c. 2x8 GJ AT 16" o.c. -a O W E (2)-2x10 HDR - Z (2)-2x10 HDR ,- N- 2°5° 2°5° 7N? c 2°5° 2°5° IY 7 4-JQ z t- 03050 O 3050 O lu } ii Ld 0 13u Q J O 13u O ��' <Q 7'-4" 7'-4° 7,_4„ O nnO,� ry OX Q 1� z Q p Lam\ //-r-----------------------T J I \------------------------- L-----------------------J \------------------------- (� 37'-4" Owl A�.n? r,,•' J4 DELI FRED NOV 4 8 2019 SF_G0Nr;) FLOOR PLAN m SCALE: 1/4" = 1 ft d Op � IA X :J o � —1 o LL z n 0 - - O � Q z > -7 1L LU SOLAR-READY CD 0 0. p j m CERTIFICATE O tu a] z � This home has STRUCTURAL DESIGN NOTE LU w 6 A- N z o e incorporated features at _ 0 - 4 the time of Initial ; i�' �� Q a Q- b La J �I in accordance with the 2015 IRC (as amended); 4 Z �- construction to enable the structural elements such as engineered wood, steel Z p--3 installation of solar and steel/wood composite columns, beams, headers J w electric. and girders that: Z z CONDUIT The solar-ready roof a I) resist gravity loads, and v Z Q i2o UIT zone is shown on this 00 UIT } p construction plan excerpt Ii - 2) ore not contained In the prescriptive design 0 and is free of I provisions of the 2015 IR (as amended) g LL obstructions that would I p tL m limit placement of solar were designed in accordance with p ANSI AWG ND5-2015. d d d d d d d d r Plastic conduit for future Structural elements such as walls and fenestration electric wiring has been that: Installed through walls at � DATE: NOVEMBER 201a the locations shown to SOLAR-READY facilitate the installation I) res!st w(nd loads, and ROOF ZONES of wiring between the electric service panel and 2) are not contained in the prescriptive design 2nd FLOOR roof-mounted solar provisions of the 2015 IRC (as amended) PLAN panels. were designed In accordance with ASCE 7-10 wind provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur 1n the pians, they are — CONTRACTOR TO AFFIX ABOVE CERTIFICATE TO WALL NEXT TO ELECTRIC SERVICE PANEL 005b) annotated "ENGINEERED DEVON." A === .4 BV4L A BNL B z -oil 50LAR-READY ZONE 003.3) 2'-411 11 31-411 r PROVIDES TP40 3 ft WIDE ACCESS PAT YS FROM EAVE TO RIDGE (IFC, 605.11.1.2.5) THIS ROOF LINE ------------ z E3�-L AREA TO REMAIN CLEAR OF OB!5TRUGTION5 5ur-H AS VENTS, ETC. (U I o3.4) F- TABLE R802.5.1(9) RAFTER/CEILING JOIST r -N -;X z II I LL HEEL JOINT CONNECTIONS a,b, le, d,e,f,h < GROUND SNOW LOAD( psf) lu 209 T 30 ATTIC, PATHWAY FOR SOLAR ELECTRIC (UI03.6) e) RAFTER z -------- INSTALL 2"(P VERTICAL 5GHEDIJLE bO PVC, Roof span(feet) SPACING ATTIC, WITH TEMPORARY PLUGS OR CAPS AT a SLOPE EACH TERMINUS. (inches) 12 20 28 36 12 20 28 36 43 CONDUIT(E3bOI.2) THROUGH ALL HALL RAFTER 00. 5 TO q Required number of 16d common nails < a,b IF per heel joint splices,,d,e,f 09 Xtl I v. 12 4 6 8 10 4 6 8 11 L 3:12 16 5 8 10 13 5 8 11 14 W 1 24 7 11 15 19 7 11 16 21 X A 12 3 5 6 1 3 r rr_- 5 6 8 4:12 16 4 6 8 10 4 6 8 11 6 24 5 8 12 15 5 9 12 1 16 12 3 4 5 6 3 4 5 7 W 5:12 16 3 5 6 8 3 5 7 9 < ROOF BELOH 24 4 7 9 12 4 7 1 10 13 �j €! .; 1.15 x 16 LVL RIDGE X : 1 12 3 4 4 5 3 3 4 5 7:12 16 4 5 6 3 4 5 6 3 1 24 3 1 5 7 9 3 5 7 9 Ll 12 3 3 4 4 3 3 3 4 3 9:12 16 4 4 5 3 3 4 5 6 7 24 3 4 6 7 3 4 2xI0 RIDGE 12 3 3 3 3 3 3 3 3 12:12 16 3 3 4 4 3 3 3 4 24 3 4 4 5 3 3 4 6 BHL 2 ------- For SI: 1 inch 25.4 mm, 1 foot 304.8 mm, 1 pound per 17� square foot=0.0479 kPa. 0 X a. 40d box nails shall be permitted to be substituted for 16d on nails. Comm 6 N R <-' 6 T `�\, b. Nailing requirements shall be permitted to be reduced 25 > X percent if nails are clinched. z c. Heel joint connections are not required shere the ridge is z < 2xIO R AT 16" ox.. supported by a load-bearing wall,header or ridge beam. d. Where intermediate support of the rafter is provided by SCALE: 5/1 1 ft X vertical struts or purlins to a load-bearing wall,t1he SECOND STOR"r f3NL PLAN N tabulated heel joint connection requirements shall be 2xI0 RR AT 16" o.c. 2xI0 RR AT 16" o.r,. permitted to be reduced proportionally to the reduction in HALL LINE ROOF LINE span. e. Equivalent nailing patterns are required for ceiling joist 11r- lu tn LU =6 to ceiling joist lap splices. tu LU n RO-F LINE s, e z idl� < heel joint connection requirement shall be taken as the W_ ()-1 Lu (b < (rj Z Lu Z_ tabulated heel joint connection requirement for 0 '7 two-thirds of the actual rafter slope. it!) t- 43 z ;r g. Z DA C Applies to roof live X .0 N Ar load of 20 psli�or less. 0_z O BELOW ry h. Tabulated heel joint connection requirements assume D_ LU > - d) LU PORCH ROOF BE PORCH ROOF BELCH < ly LU < that ceiling joists or rafter ties are located at the bottom Y- 0) V< of the attic space. Where ceiling joists or rafter ties are > AS< 0 V Y_< L located higher in the attic,heel joint connection " 0 < requirements shall be increased by the following factors: Z Heel Joint Connection Adjustment justment Factor ROOF FLAN 1/3 1.5 z SCALE: 1/4" 1 ft 1/4 1.33 E3HL G BV4L D BHL E 115 1.25 241-411 1/6 1.2 1/10 or less 1.11 r where: 41-41; 31-o 1/211 31 IRC BRACEDWALL PANEL CALCULATIONS -4 1/2' Hc=Height of ceiling joists or rafter ties measured vertically ... .... . .... __cltl_ above the top of the rafter support walls. EML 5 ---- -- --- - - - ------ - - - - Wind Adjustment Factors-IRC Table R602.10.3(2) (p.181) ------ Upper Story HR Height of roof ridge measured vertically above the top of Numbered Wall Lines Lettered Wall Lines Comment the rafter support walls. Exposure Category •1.00 1.00 Exposure B; 2-Sty N' N Roof Eme-to-Ridge Height 0.84 0.84 T-411 C ---------- Wall Height 0.90 0.90 81-01P DE IVERED NOV I a ?019 Number of Braced Wall Lines 1.00 1.00 2 Additional 800 lb Hold Down 1.00 1.00 N/A 24'-4" L ............ Gypsum Board Fastening 1.00 1.00 N/A EB3HL 4 V Wind Factor Total 0.756 0.756 %Q (_4L ---------------- LU Braced Wall Line 140 mph Required Total Required Bracing Length X 0 U�i Braced Wall Lime Bracing Method tit Wind Factor Total Status Spacing (ft) Bracing (ft) Bracing Length "FA) Provided (ft' IL JU z CS-WSP 30.67 7.13 0.756 5.39 23.33 OK 2 CS_WSP 30.67 7.13 0.756 5.39 19.00 OK A CS-WSP 37.00 8.40 0.756 6.35 31.00 OK LU L B CS_WSP 37.00 8.40 0.756 6.35 23.00 OK ----------- > IL JU 0 LU Wind Adjustment:Factors- IRC Table R602.10.3(2) (p.181) < Lower Story 15 0 STRUCTURAL DESIGN NOTE Numbered Lettered (Garage) Lettered (Dwelling) §< Comment tu In accordance with the 2015 IRC (as amended) Z < Exposure Category 1.00 1.00 1.00 Exposure B; 2-Sty D_< Roof Ea\/e-to-Ridge Height 0.92 0.84 0.92 7-4" (dwelling); 6'-0" (garage) structural elements, such as engineered wood, steel and steel/wood composite columns, bearms, headers < _J Wall Height 0.95 1.00 0.95 9'-0" (dwelling); 10'-0" (garage) and girders that: > ZR Number of Braced Wall Lines 1.00 1.00 1.00 2 (dwelling &. garage separate talc) --------------- 0z Additional 800 lb Hlold Down 1.00 1.00 1.00 N/A 1) resist gravity loads, and tu LU LU < Gypsum Board Fastening 1.00 1.00 1.00 N/A 3: 2) ore not contained in the prescriptive cle-5ign E3HL 5 ------ Wind Factuc Total 0.874 0.840 0.874 provisions of the 2015 IRC (as amended) IL 2' I-q- LL were designed In accordance with AN51 ANC NDS-2015. Braced Wall Line 140 mph Required Total Required Bracing Length In Braced Wall Line Bracing Method Wind Factor Total Status t- _J ry Spacing (ft) Bracing (ft) Bracing Length (ft) Provided (ft) Structural elements such as Halls and fenestration P17 �H / 3 CS_WSP 31.67 13.67 0.874 11.95 18.33 OK that: 'NIP DATE: NOVEMBER 20lq 4 (gar) CS-WSP 22.33 5.47 0.840 4.59 24.33 OK 1) resist wind loads, and 5 CS_WSP 31.67 13.67 0.874 11.94 29.33 CK C CS-PF 24.33 5.87 0.840 4.93 8.0 (at 1.5x) OK :2) are not contained in the prescriptive design WALL BRACING 4 D (gar) CS_WSP 24.33 5.87 0.840 4.93 12.17 OK provisions of the 2015 IRO (as amended) ROOF PLAN FIR57 570R`� E3NL PLAN D (dwelling) CS-WSP 37.00 15.80 0.874 13.81 17.17 OK were designed In or-r-ordone-le with ASCE -1-10 wind SCALE: 3/16" I ft E CS_WSP 37.00 15.80 0.874 13.81 32.00 OK provisions and or-ceptable, engineering practice. DRAWING NUMBER 2'-4" where such elements occur in the, plans,, they are annotated "ENGINEERED DESION." TYPICAL ROOF R-3G 2x10 RAFTERS AT I6" O.G. R-39 6" THICK GL05ED-CELL SPRAY POLYURETHANE FOAM (SPF) WITH Y2" 6YP5UM WALLBOARD OR OTHER THERMAL BARRIER (8316.4) Z OR WITH AN APPROVED FOAM PLASTIC A55EM13LY (R316.6) ROOF I ---------------------------------------------------------------------- 2"BLOCKING FALSE GABLE\ 1.�5 x I6 LVL ASPHALT ROOFING SHINGLES OVER 15# FELT ---------------------------------------------------------------- WOOD BLOCKING OVER Y2" STRUCTURAL PANEL SHEATHING RIDGE I- ------------ I ,c CXXx(.'f ✓tClvx7(!txk ��XS�a"K C:r � 1lel 2x12 CRO55-RIDGE 12 i 12 Q l� - - I GABLE WALL INSULATION:-,_ 5.25�- --- - —1 5.25 0/ - - - - - - - - -T- I CONTINUOUS R-5 I-INCH RIGID FOAM XPS; - L - I CAVITY R-13 2" 5PF I FULL-HEIGHT 2x4 COLLAR TIE U- > I I SHEATHING AT 32" O.G. BEHIND LEDGER SEALED ATTIG (INDIREGTLY GONDITIONED) w Im I I ------� 2x6 RAFTERS AT I6" O.G. 2" SOLID -------------------------- --------L----------------------------------------------- I Ix8 TRIM BOARD 12 2x8 GJ AT I6 O.G. SMOKE a G.O. .(1 CEILING r -----------I- --------- WOOD BLOCKING SOFFIT VENT 8� t' CU DETECTOR IN ATTIC - -� -- - FIREBLOGKIN& IN ty- MASTER BATH LAUNDRY I FAMILY BATH I ' VENTED SOFFIT ? (- - - �7- I - - - - -?� - - - - � I )I I ->� - - - - - - -- - - - i EVE8Y10' (R302.11) ry - I - I - 1 - I I - I (2)-1.75x14 LVL HDR FL �a < N `n I I I I I 41 NOTCH TOP 51DE UNDER ROOF 0 I — WG I I I I I — I I WG I MAX. NOTCH DEPTH = 5—Y2" NOTE: ALL DUCTS SHALL BE . LAV. LAV. i i i WAS EER I i i LAV. i - (2)-2x10 HDR �g INTERIOR LOCATErSECOND STORYIN THE TYPICAL 1-D„ I I i I TUB i TYPICAL EX SRIOR A L -20 zss WALL CAVITIES AND SECOND TUBTUDS - m IU FLOOR PLATFORM. MIN. (2)-2x4 TOP PLATE,2x4 SOLE PLATE , R-4.2 DUCT INSULATION IN SHOWER I I I (2)-2x8 HEADERS UNLE55 OTHERWISE NOTED ON PLAN d) W ATTIC. R-15 UNFAGED FIBERGLASS BATT CAVITY INSULATION BEDROOM 2 HALL BEDROOM 3 U� 2nd FLOOR ---I --- 2 W -� 1 2 W VINYL SIDINGO`OVER�fOUSEWRAP OVER R-5, I XP5 INSULATION _ STRUCTURAL PANEL SHEATHING G5-WSP N m G.O. F I-I/22i W 3: W 3 W2 W I 211 W I I 311 W 2” H G.O. j 3/4" SUBFLOOR -------------------------------- ` ------------------ R-13 2" CLOSED-CELL SPF _CEILINO _ - _ - - - - i AT RIM JOIST ;j 14 TJI-560 FJ AT I6' O.G. I t 1114" TJI-560 FJ AT I6" O.G. l 1 POWDER I KITCHEN I 5TAIR5 0 lu I TYPICAL INTERIOR HAL L (2)-1.�5 x 14 LVL FLUSH HD8 X 3 >I I 2x4 STUDS AT 16" O.G. (3)-I.I5 x 14 LVL Off, u' _^ OP PLATE;2x4 LATE z m .1's" GYPSUM THALLBOARD ON BOL HP IDES Q WG I I I OYF5J BOARD F N 15H KIT SINK I - LAV. i - DW i L I V I NO ROOM FAMILY ROOM I let FLOOR PLATFORM WOOD FLOORING OVER z i 3/4" PLYWOOD 5UBFLOOR F)= 15t FLOOR I I 2x10 FLOOR JOISTS AT 16' O.G. w -------------------------------- GROSS BRIDGING AT MID5PAN ----------- ---------- 2�� W i ---------------- --- ---_-_---�•z G.O. 211 W 3" W 3" W 211 W I G.O. R-13 2" GLOSED-CELL 5PF -------------------------------------------- AT RIM JOIST CEILING y .I � STAIR511 IT BASEMENT (2)-I.?5 x 11.25 LVL 6DR FINISHED GRADEN ,— 4" (INDIREGTLY GONDITIONED) o `I FINISH GRADE FULL HEIGHT R-II BLANKET WALL INSULATION j SLOPE 6" IN 10' MIN. AWAY FROM BUILDING W AS MANUFACTURED BY GERTAINTEED CORP. 111 A5TM E84 MAX. FLAME SPREAD INDEX S 25 G.O. I n N MAX. SMOKE DEVELOPED INDEX S 50 f 4" W I 8" P.G. STEM WALL I/2" GYPSUM BASEMENT FLOOR HOUSE TRAP I TO APPROVED BOARD FINISH cV - BASEMENT �_ I SANITARY SYSTEM (8302.7) __ 4 P.G. FLOOR SLAB TOP OF BASEMENT SLAB �t' , PLUMB I NO �' 15ER D I AORAM &" POURED CONCRETE FOUNDATION STEM WALL flu v �� uj Z SCALE: NTS UPON I6Z" x 8" Ht CONTINUOUS P.G. FOOTING } Z Qtr d�Z W_ MINIMUM 3'-0" BELOW GRADE 30"x 30"xl2" DEEP P. GONG. Q (n Q (1) Z Z SPREAD FOOTING K/(5) #5 REBAR E.W. Zlu ju 0.Z Q w OL Q lu !L O 7-> �QQ "" NZ �QO R I DO E TENSION STRAP:: S��T I ON � ^^ Q Q WRAP STRAP OVER RAFTER � SCALE: I/4" = I ft � !__1 � � (5) 8-d COMMON NAILS AT EACH END OF STRAP Z tz r z ` RA -TER 70 57UD: WRAP STRAP OVER RAFTER ,orf •� cx:i.e.4at r `4''`. (4) 8-d COMMON NAILS AT EACH END OF STRAP y,Ht� Er�tr�ER�Lt':'"M. 11ra1n2raaitiete .. " ALTERNATE: H2A UPLIFT CONNECTOR INSTALLED IAW MANUFACTURER'S SPECIFICATION pt�I�, ._REQ NOV WHERE RAFTER ALIGNS WITH STUD m tn It � $ 2x ROOF RAFTERS AT 16" O.G. l� � Q Q -1 USE &ALV. HURRICANE TIE BETWEEN ±*� 0 j j fl) EVERY RAFTER AND THE ROOF BEAM O ` 2x CEILING JOISTS AT 16" D.G. 0 Z — DI LL STUD TO VAI L.L 5TUI7• USE (JOIN NAILS AT RAFTER — - HEEL JOINT GONNEGTION 2x EXTERIOR WALL L N O — STRAP OVER OR UNDER SHEATHING ROOF BEAM (SEE PLAN FOR SIZE) 0 3 Q Z (4) 8-d COMMON NAILS AT EACH END OF STRAP A55EUG5A PRESERVATIVE TREATED MT530G STRAP-TIE tp O ASSEMBLE WITH 10-d NAILS EACH RAFTER SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 7 12" O.G. STAGGERED ALONG LENGTH VENTED VINYL SOFFIT Ix8 TRIM BOARD R-30 BATT INSULATION Z (� STUD TO FLOOR JOIST I-I/4" WIDE 20-GUArGE (�/ O W O O UPLIFT GONNEGTONS: G518 6ALV. COIL STRAP SIMPSON COIL STRAP GALVANIZED STEEL STRAP z USE (2) AT EACH P05T, TOP sE BOTTOM (4)-Sd NAILS AT EACH END EACH SIDE OF WINDOW AND 1 j Q•-• � '� DOOR OPENINGS. INSTALL V N 5/4"xb" DECKING (4)-IOd NAILS AT EACH END 2x SOLID BLOCK 8 AIR-SEAL BETWEEN FJ 2x 81M BOARD STRAP FROM TOP OF TOP () 4() � � Q PERPENDICULAR TO JOISTS PLATES TO JACK STUD. Z <Q - (2)-8d THREADED NAILS OR (2)-No. 8 WOOD 5GREW5 AT -4x4 WOOD COLUMN MINIMUM LENGTH BELOW -1 < EACH SUPPORTING MEMBER UG38 PRESERVATIVE TREATED GANTILEVERED FLOOR JOIST HEADER = LENGTH ABOVE J W (8507,4) REST DIRECTLY ON FLOOR BEAM BOTTOM OF HEADER } F-2 Z O STUD TO SILL '1- T - FLOOR BEAM (SEE PLAN FOR SIZE) - U w Q WRAP STRAP UNDER SILL PLATE PER CODE FLOOR JOISTS UG3B PRESERVATIVE TREATEDLu Lu (SEE PLAN FOR SIZE) ASSEMBLE WITH 10dTIV NAILS 'i(b" 05B 4 VINYL SOFFIT ^ (6) 8-d COMMON NAILS AT EACH END OF STRAP UC3B PRESERVATIVE TREATED 12" O.G. STAGGERED ALONG LENGTH " O u ONLY REQUIRED AT FOUR LOCATIONS FLOOR J015T TO WALL. m WHERE SHOWN ON FOUNDATION PLAN GRADE 51MPSON H2;(5)-8d NAILS TO FJ s (5)-Sd NAILS TO 5TUD a LL 4 SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 7 4x4 WOOD P05T 2x EXTERIOR WALL a . ALTERNATE WHERE FJ/STUD MISALI&NS: UG3B PRESERVATIVE TREATED !n FLOOR J015T TO PLATES: Ttn - ,4 SIMPSON H2.5;(5)-Sd NAILS TO FJ, (5)-ed NAILS TO PLATES PB44 HOT-DIPPED &ALV. PLATES TO 5T1iD: ` P05T BASE ANCHOR SIMPSON 142.5;(5)-Sd TO F LATlES, (5)-tad TD 5TUD a r, '• 12"(P CONCRETE FOOTING DATE: NOVEMBER 201a MIN. 2" ABOVE GRADE MIN. 4'-0" BELOW GRADE SECTIONS 4 DETAILS H I O H-lel I ND UPLIFT STi APP I NO T`I'f=I GAL PORCH DETAIL DETAIL AT FLOOR CANT I l:EVER TENSION STRAP I NO AT NALL OF EN I NOS SCALE: NTS SCALE: NTS SCALE: NT5 GALE: NTS DRAWINO NUMBER NOTE: ALL METAL STRAPPING SHALL BE 1 1/4" x 20 GAGE (SIMPSON 0520 COILED STRAP). 51-RAP LENGTH SHALL BE SUFFICIENT TO PROVIDE THE SPECIFIED NUMBER OF NAILS AT EACH END IN PRE-PUNCHED HOLES. A == & NOTES INDEXED TO "2015 INTERNATIONAL CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA RESIDENTIAL GODS" $ NYS "201*7 UNIFORM TABLE R501.20) _ GODE SUPPLEMENT" 7M WIND DESIGN SUBJECT TO DAMAGE FROM t,' k RIOI.I UNIFORM `��" GODS, All work shall conform to the New York State Uniform Fire Prevention w Buildlnc� Cade - Iq NYGRR Z GROUND SEISMIC WINTER ICE BARRIER FLOOD AIR MEAN and publications me orated reference therein. Wind- ..i. p a P SNOW DESIGN DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL ": -0 d ` Speed Topographic Special borne Weathering Frost Termite 8103 6ENERAL CONSTRUCTION: D'Amaro Engineering and V LOAD CATEGORY TEMP REQUIRED INDEX TEMP :y' (mph) effects wind debris line " : ' n " ., construction en lneertn supervision nor inspection, and m h Surveying,P.G. ("Designer"),has not been retained to provide region zone depth ' iz THIS N3=W RESIDENTIAL STRUCTURE UTILIZES therefore is no�responsible for work performance of the PRE-ENGINEERED WOOD CONSTRUCTION Contractor. The Contractor shall Immediately notify the 0 r`:�20 psf 136 None No Yes B Severe 36" M to H 11 °F Yes None < 1,500 FOR FLOOR AND ROOF FRAMING Designer, In writing, If there is any discrepancy found during V construction between field conditions and plan dimensions, ' INCLUDING 61RDER5 AND BEAMS. especially with regard to existing construction. �JIND COMPLIANCE PATHWAY NOTES :,,,:,: "= P y 9 g O M ..�. :.✓ ". ISL THE OWNER SHALL NOTIFY THE TOWN AND RI07 ENFORCEMENT: A Building Permit shall be Issued by theAFFIX THIS SIGN IN ACCORDANCE WITH Town prior to the start of construction. The Contractor Is YJIND DESIGN STANDARD: 2015 IRC (as amended) TITLE 19 NN IN PART ANNE p IU ULTIMATE DESIGN WIND SPEED: OBTAINED FROM http://wlndspeecl.atcounril.org FOR THE PROJECT LOCATION: N 41.1151° W 72.3758° -„ >414:•W .: responsible for scheduling inspections required by the permit P4IND DESIGN IS NOT REQUIRED IN ACCORDANCE WITH FIGURE R501.2(4)B . ,< -"»y conditions. -` �. MEAN ROOF HEIGHT IS NOT GREATER THAN 30 FEET [TABLE 8301.2(3)] :. �-��" "�:�� R3012 DE515N CRITERIA: Climatic and geographic design O EXPOSURE CATEGORY: EXPOSURE B `` crlterlo - see Table R30120) on this sheet. COMPONENT AND CLADDING LOADS [TABLE R301.2(2)] DO NOT REQUIRE ADJUSTMENT COEFFICIENTS [TABLE R301.2(3)]µ PZOI.2.1 WIND DESIGN: In accordance with Figure , R301.2(4)B,wind MAIN ROOF UPLIFT CONNECTION FORGE = 200 If (28'-0" roofs an, 140 mph, Itch greater than 5:12) [TABLE 8802.11] design is not required. This building is designed In d 'f."'�;M•:.:.s^,;i-:'ti+..0.I',..3.'�„v 9n6. .�. Q YdALL-TO-WALL CONNECTION FORGE = 140 plf Y�.� .« accordance with the International Residential Gode (IRC) wind WALL-TO-FOUNDATION CONNECTION FORGE = 80p If provisions unless otherwise noted on the plans. Refer to Wind - UPLIFT METAL FRAMING CONNECTORS ARE REQUIRED AT TOP OF ALL BRACED WALL PANELS [R602.3.5]. Compliance Pathway Notes In plans. R3012.12 PROTECTION OF OPENIN65: This building Is located In a winclhorne debris region and Is less than one mile Inland from thy; meat: high water line. Windows shall have glazing rated by �- ;;.e roanufocturer tootect frowindborne debris or wood O TABLE R602.3(1) FASTENING SCHEDULE TABLE R602.3(1) FASTENING SCHEDULE (CONTINUED) TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1) structural panel shutters m as detailed. R301.2.4 FLOODPLAIN: The site is not located In a flood hazard area. NUMBER AND TYPE NUMBER AND TYPE SPACING`OF FASTENERS ITEM DESCRIPTION OF BUILDING ELEMENTS a,b,c SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS a b,c SPACING AND LOCATION NOMINAL MATERIAL 8301.5 LIVE LOADS: Minimum uniformly distributed live loads: OF FASTENER OF FASTENERa, DESCRIPTIONa'n OF FASTENER AND LENGTH Intermediate Attics without storage Io psf,Attics with storage 20 psf, Roof THICKNESS Floor inches (inches) Edges support Balconies d Decks 40 psf,Rooms Other Than Sleeping Rooms „ (inches) (inches) PP 40 psf,Sleeping Rooms 30 psf,Stairs 40 psf 4-8d box(2� x 0.113 ); or 4-8d box(2�"x 0.113"); or __ (inches) 3-8d common 22"x 0.131" ; or t ,r „ . g �. ___ .�__ _ R.301.F, ROOF LOAD: Roof Design Load Is based on ground Snow I Blocking between ceiling joists or rafters to top plate ( ) Toe nail 21 Joist to sill top plate or girder 3-8d common(2/ x 0.131 ),or Toe nail Wood structural panels,subfloor,roof and wail.sheathing to framing and particleboard wall slieathing to framing Load of 20 psf. 3-lOd box(3"x 0.128"); or 3-1 Od box(3"x 0.128");or Staple 15 ga. 13/ 4 8 - "x 0.131"nails 3-3"x 0.131"nails 8301.8 NOMINAL SIZES: Lumber dimensions specified on these t Up to 0.097-0.099 Nail 2 t/4 3 6 plans for cut lumber are nominal dimensions. Engineered wood 4-8d box(2%"x 0.113");or 8d box(2 2"x 0.113") 4" o.c.toe nail Staple 16 a. 1 %4 dimensions (LVL,PSL, I�olsts,gnu-lams,etch are actual p g 3 6 dimensions. 2 Ceilingjoists to to late 3-8d common(2 2"x 0.131"); or Rim Joist,band joist or blocking to sill or top plate i " ,r j 1 P Per Joist,toe nail 22 8d common(2/2 x 0.131 ),or 0.113 Nail 3 6 3-10d box(3"x 0.128");or (roof applications also) 10d box 3"x 0.128" • or 6" o.c.toe nail 8302.1 FIRE-REeast 5 T EXTERIOR WALLS: All re no for walls are ( )� I%2 and% Staple 15 and 16 ga.2 4 g located at least 5 feet from lot lines and are not 3-3"x 0.131"nails 3"x 0.131"nailsfire-resistance rated. 0.097-0.099 Nail X 4 g Ceiling joist not attached to parallel rafter,laps over 4-1 Od box(3"x 0.128");or 3-8d box 2 2"x 0.113" . ( ),or Staple 14 ga.2 4 8 R302.q FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR 3 partitions [see Sections R802.3.1,R802.3.2 and Table 3-16d common(3 2"x 0.162")• or Face nail 2-8d common(2 2" x 0.131");or Sta le 15 a 1 % WALLS AND CEILINGS:� Gypsum wallboard Is a Glass A�finish R802.5.1(9)] 4-3"x 0.131" 23 1"x 6" subfloor or less to each joist " rr ;or Face nail 222 and a p g ' 3 6 having a F-51 = 15 (recld max. 200) and a SDI = o (reqd max. ( )] ) 3-lOd box(3 x 0.128 )• 450);and complies with Code. Ceiling joist attached to parallel rafter(heel joint) 2 staples, 1" crown, 16 ga., 1 %4"long 0.097-0.099 Nail 23V4 4 g 4 [see Sections 8802.3.1 and 8802.3.2 and Table Table R802.5.1(9) t rr rr Staple 16 ga. 2 4 8 8302.10 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR ( ) Face nail 3-16d box(3/ x 0.135 ) or Staple 14 a.2 INSULATION. Exposed Insulation that Is not Installed In R802.5.1(9)] 24 2" subfloor to joist or girder „ ' Blind and face nail p g 2 4 8 concealed spaces havingsubstantial contact with covit 2-16d common(3 2 x 0.162) 0.113 Nail 2% 3 6 surfaces shall have a FSI s 25 and a SDI < 450. See plan 4-1 Od box 3"x 0.128" . or 3-16d box 3 72"x 0.135" 1 notes forexposed Insulation values. Collar tie to rafter,face nail or 12"x 20 a.ridge strap ( ,r )' „ • 25 2" larks lank&beam-floor&too ( )°°r Staple 15 ga. 2 I/ 4 5 � g g p 3-lOd common 3 x 0.148 or p � fl „ At each bearing,face nail 8 to rafter ( ): Face nail each rafter 2-16d common(3 2 x 0.162) 0.097-0.099 Nail 4 g 8302.11 FIRE BLOCKING: Use approved material to ftreblock all 4-311 penetrations of floors and ceilings. See plans for other fire x .131" 3-16d common(3 2"x 0.162"); or SPACING`O FASTENERS blocking locations. 3-16d box 3 2"x 0.135" 4-1Od box 3"x 0.128" , or NOMINAL MATERIAL a n ( ),or 2 toe nails on one side and 1 toe L6 Band or rim joist to joist ,r ( „ ) End nail THICKNESS DESCRIPTIONa, OF FASTENER AND LENGTH d 8302.12 DRAFTSTOPPIN6: Not needed for this protect. 3-10d common 3"x 0.148" • or 4-3 x 0.131 nails;or Edges Body of anei Z l 6 Rafter or roof truss to plate ( „ • )' nail ono opposite side of each rafter (inches) g � F v pp 4-3 x 14 ga. staples,%6" crown (inches) (inches) (inches) 8302.13 FRE PROTECTION OF FLOORS: Not needed for this 4-lOd box(3 x 0.128 ), or _ � � project under Exception 4, w , 4-3"x 0.131"nails or cuss Nail each layer as follows: 32" o.c. Floor underlayment; plywood-hardboard-particleboardr-fiber-cementh 8302.14 COMBUSTIBLE INSULATION CLEARANCE, Recessed V/ O 20d common(4"x 0.192");or m U 4-16d box(3 2"x 0.135");or at top and bottom and staggered. Fiber-cement luminaires shall be IG-rated I/A/W N1102.4.5 with separation ' WW from Insulation per listing. LU W m Z O 3-1 Od common(3"x 0.148");or l Od box(3"x 0.128"); or 24" o.c. face nail at top and bottom 3d,corrosion-resistant,ring shank nails z�' ILI Z Toe nail 3 6 8308 6LAZIN6, elazin In hazardous locations specified Q d Z LU 4-1Od box(3"x 0.128"); or 3"x 0.131"nails staggered on opposite sides (finished flooring other than tile) g p Z J tr O -.t W 27 Built-up girders and beams,2-inch lumber layers R3o8.4 are noted on the plans. Provide tempered glazing or IA - - �Z Roof rafters to ridge,valley or hip rafters; or roof rafter 4-3"x 0.131"nails And: i 3 6 other approved safety glazing material at these locations. �- N- _ 7 Staple 18 ga., /long,/4 crown liip i- O to minimum 2"ridge beam or 2-20d common 4" " ;or fanished floorir. other tliar,tilel { IY .� 0.Z R- 3-16d box(3 2"x 0.135") ( x 0.192 ) Face nail at ends and at each splice 2 ( fZ50q.1 6ARA� FLOOR ;FACE: Garage floor shall bre 5-Inch tZ z 2-16d common(3 2"x 0.162"); or 3-10d box(3"x 0.128");or �' thick poured concrete sloped 1/4-Inch per foot toward vehicle d O W 3-1Od box(3 x 0.128 ) End nail 1 y long x .121 shank x.375 head diameter corrosion-resistant 8 8 entry doorway. Q LU >n V tu ® O " " ;or 3-3"x 0.131"nails (galvanized or stainless steel)roofing nails(for tile finish) V <} : V 3-3"x 0.131"nails R310 EMERGENCY E50APE AND RESCUE OPENINeS. It is the Wall 4-16d box(3 2 x 0.135 );or 1 long,No. 8 x .375 head diameter,ribbed wafer-head screws 8 8 Contractor's responslblIlty to verify that the window units O O> �'< 28 Ledger strip supporting joists or rafters 3-16d common(3%2"x 0.162");or (for tile finish) supplied by the manufacturer comply with the dimensional (� N O d g P pp g J ( ) At each joist or rafter,face nail requirements for emergency esca a and rescue openings Z < 16d common(3,V2"x 0.162") 24" o.c.face nail 4-1Od box 3"x 0.128" ; or Plywood where required. g y p '"� � -� 8 Stud to stud(not at braced wall panels) l Od box(3"x 0.128")• or 4-3"x 0.131"nails 3 6 R3I1.7 STAIRWAYS: Interior stairways shall be re-assembled .L 3"x 0.131"nails 16"o.c.face nail g g 2-lOd 3"x 0.128" Each end toe nail 1 s 1%4 ring or screw shank nail p 29 Brid in to `oast ( ) /and/6 minimum 12./ga.(0.099 )shank diameter wood units. The maximum riser height shall be 8-1/4 Inches and � Z 16d box(3 2"x 0.135"); or SPACING OF FASTENERS 3 the mint mm tread depth shall be cl inches,plus nosing where < Stud to stud and abutting studs at intersecting wall „ „ 12 o.c. face nail Staple 18 ga.,/, 16 crown width 2 5 required. Provide handrails per Code. 9 3 x 0.131 nails / q corners(at braced wall panels) TE DESCRIPTION NUMBER AND Intermediate ii s is t 1 I/4 ring or screw shank nail u a,b,c Edges c e �2��� /2 and/ 6 8e 8312 GUARDS, Decks and porches more than 30 Inches above 16d common(3 2"x 0.162") 16"o.c. face nail OF BUILDING ELEMENTS TYPE OF FASTENER n supports',' minimum 12 2 ga. (0.099")shank diameter grade,and steps leading thereto,shall have guards ithat 16d common(3 2"x 0.162") 16"o.c.each edge face nail (inches) (inches) 1 p g n n n conform to Code. 10 Built-up header(2 to 2 header with 2 spacer) _ 1/ring or screw shank nail 16d box 31/2"x 0.135" 12"o.c.each edge face nail i9 s 23 s t rr 3 6 ( ) g Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing /2,/, /2 and/ minimum 12/ga. (0.099 )shank diameter R3i22 WINDOW FALL PROTECTION: Windows with sills less than �,,•., �t rr, Y2"" " s „ I " see Table R602.3 3 for wood structural panel exterior wall sheathing to wall framing] Staple 16 ga., 12 6 8 shall be protected per ade,greater than 72" above grade 5-8d box(2/ x 0.113 );or [ O p g gl g �" ..•. . .• 11 Continuous header to stud 4-8d common(2 2"x 0.131") or Toe nail 6d common 2 x 0.113 )nail f Hardboardf _ 4-IOd box 3"x 0.128" 6 12 8514 SMOKE ALARMS: Interconnected smoke alarms and carbon ( ) 30 s - 2 (subfloor,wall)' 12 long ring-grooved underlayment nail 6 1 6 monoxide alarms shall be installed at all locations specified 16d common(3 2"x 0.162") 16"o.c. face nail 31 I%2" - 1" 8d common nail(2 i/2"x 0.131") 6 12f on the plans. 12 To late to to late 4d cement-coated sinker nail 6 6 �1+,� r- Top P P P IOd box(3"x 0.128") or '/ l Od common(3"x 0.148")nail; or v 'v C��; �i ' Staple 18 ga.,%long(plastic coated) 3 6 R315 CARBON MONOXIDE ALARMS, Install at all locations y �: �� 3"x 0.131"nails 12"o.c.face nail 32 1]8" - 1%4" 1 „ 6 12 8d(2/ x.0.131 )deformed nail specified on the plans. •.;�2 pto;,. v �. Particleboard ,x,, t>~ YS" n g /I/;a"',0 .r rtTi�tt o�. .•..^ 8-16d common(3 2 x 0.162 );or Other wall sheathing 8317 WOOD DECAY PROTECTION, Lumbers specified In the Ions ,r;�f, Efl.'1' ,,,'•-. 4d ring-grooved underlayment nail 3 6 P P ia; • Double top plate splice for SDCs A-D2 with seismic 12-16d box(3 2"x 0.135"); or 1 rr � rr 2 as pressure preservatively treated (P.TJ shall be in ' " " Face nail on each side of end joint 33 2" structural cellulosic fiberboard sheathing 2 galvanized roofing nail,/6 head 3 6 Staple 18 ga.,%long,%6 crown 3 6 accordance with AWPA UI for the intended use and location. C braced wall line splicing<25 12-1 Od box(3 x 0.128 ); or j g DELIV v,�}t`[� NOV j 6 26 19 13 „ „ minimum 24"la splice length diameter,or 1 crown staple 16 ga., 12 long 6d ring-grooved ooved underla ent nail Fasteners shall be hot-dipped galvanized steel,stainless ` 12-16d(3 2 x 0.131 nails ( p p g s g-gr underlayment 6 10 steel,silicon bronze, copper or 1/2" diameter or greater each side of end joint) 2s rr 1 %"galvanized roofing nail,%6"head Staple 16 ga., 12 long,%crown 3 6 steel bolts. Double top plate splice SDCs Do,Di,or D2; and braced „ „ 34 /2 structural cellulosic fiberboard sheathing ,or 1" crown staple 16 ga., 1 " g diameter, 1/ long 3 6 m wall line spacing>25' 12-16d(3 2 x 0.135 ) ��� 6d ring-grooved underlayment nail 6 10 8401.4.1 6EOTEGHNIGf4L, Footings and foundations shall rest on u1 d 12"galvanized roofing nail; staple galvanized s s undisturbed soil with a minimum load-beartn value of 2,000 '1 „ „ 35 2 gypsum sheathing i „ 7 7 Staple 16 ga., 1 /long,/crown 3 6 psf. Visually graded soils that have this load-bearingvalue 16d common(3 2 x 0.162 ) 16 o.c. face nail 1/ long; 1 I/4 screws Type W or S O tr 14 Bottom plate to joist,rim joist,band joist or 7 7 - Include e y 4 op-gravel and sandy gravel;6M 4 6G-silty and O Q blocking(not at braced wall panels) 16d box(3 I/2"x 0.135")• or 1 %4"galvanized roofingnail; staple galvanized, clayel gravel;SW Q SP-sand and gravely sand;SM 4 'SG-silty O O , ' 12 o.c.face nail 36 8"gypsum sheathings s „ s „ p g For SI: 1 inch-25.4 mm. and c a e sand. Unsuitable subsoil material encountered LU r= -1 m 3"x 0.131"nails 1 / long, 1 / screws,Type W or S during excavation shall be excavated and replaced in-situ ^ O j -1 Wood structural panels, with crushed stone to a minimum depth of 8 Inches. Bottom plate to joist,rim joist,band joist or 3-16d box(3 I/2"x 0.135"); or 3 each 16"o.c. face nail p ,combination subfloor underlayment to framing a. Nail is a general description and shall be permitted to be T-head,modified round head or round head. � O O rr� b. Staples shall have a minimum crown width of%6-inch on diameter except as noted. R402.2 CONCRETE: Basement walls,foundation walls,exterior O V N 15 2-16d common 2 6d deformed(2"x 0.120")nail; or p blocking(at braced wall panel) ( 2"x 0.162");or 2 each 16"o.c. face nail 37 %"and less walls and other vertical concrete work exposed to the IL Z 4-3"x 0.131"nails 4 each 16"o.c. face nail 8d common(2 2"x 0.131")nail 6 12 c. Nails or staples shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. weather shall be air entrained stone concrete with a minimum M O - t- Nails or staples shall be spaced at not more than 12 inches on center at intermediate supports for floors. compressive strength of f'c=3,000 psi at 28 days. Porches, Q 0 Z Q Z 4-8d box 2 2"x 0.113" or ? „_ 8d common(2 2"x 0.131")nail;or ( )� 38 / 1 6 12 d. Fasteners shall be placed in a grid pattern throughout the body of the panel, carport slabs and steps exposed to the weather,and garage 3-16d box(3Y2"x 0.135");or 8d deformed(2 2"x 0.120")nail e. For 5-ply panels,intermediate nails shall be spaced not more than 12 inches,on center each way. floor�°�shsllGbE air entrained store concrete with a O 0 � [i . p s-tve strength of f c-3,500 psi at 28 days. �-- ti) -1 �Q 4-8d common(2 2"x 0.131");or Toe nail l Od common(3"x 0.148")nail or f. Hardboard underlayment shall conform to CPA/ANSI A135.4 m � W m _� 4-lOd box 3"x 0.128" ; or 39 1 2"- 1%4" ' 6 12 R403.1.4 FROST PROTECTION, Exterior footings and foundations 0 O M } ( ) 8d deformed(?,2 x 0.120 )nail g. Specified alternate attachments for roof sheathing shall be permitted where the ultimate design wind speec is less than ng - O 1a_ N systems shall extend below the frost line, Le.,to a minlimum 16 Top or bottom plate;to stud 4-3"x 0.131"nails 130 mph. Fasteners attaching wood structural panel roof sheathing to gable end wall framing shall be installed using depth of 3'-O" below finished grade. 00 Z UO m the spacing listed for panel edges. W � For SI: 1 inch=25.4 mm 1 foot=304.8 mm 1 mile per hour=0.447 m/s; 1 ksi=6.895 MPa. 8404.1.7 BACKFILL: Backfill shall not be placed against l� O P () 2 Z 3-16d box(3 2"x 2"x 0 1 2 h. Fiber-cement underlayment shall conform to ASTM C 1288 or ISO 8336,Category C. foundation walls until cured a minimum of 7 days. Braces top � t j � < � dj �Z 2-16d common(3 2"x 0.162");or End nail and bottom of wall during backfill placement,or backfllli after 3-10d box(3"x 0.128");or a. Nails are smooth-common,box or deformed shanks except where otherwise stated. Nails used for framing and floor platform framing and floor slab Is Installed. (� V 6 Q 3-3"x 0.131"nails sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of +-a Q o 1rr Iu� l�1 p Fd502.1 WOOD FLOOR FRAMING: Load bearing dimension (lumber Z W< V - 0.192 inch(20d common nail) 90 ksi for shank diameter larger than 0.142 inch but not larger than 0.177 inch and 100 TABLE 8602 3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL shall be Douglas fir-larch No.2 or better. Laminated veneer -I a 3-10d box(3"x 0.128");or ksi for shank diameters of 0.142 inch or less. lumber (LVL) shall have a minimum Fb=3,100 sl and modulus < ,�-! WALL SHEATHING USED TO RESIST WIND PRESSURESa'b,c p W 17 To plates,laps corners and intersections �� �� • E=2.0 x Io^6. � �= Z Top P P 2-16d common(3 2 x 0.162 ), or Face nail b. Staples are 16 gage wire and have aminimum%6-inch on.diameter crown width. 3-3"x 0.131"nails c. Nails shall be spaced at no more than 6 inches on center at all supports ehre spans are 48 inches or greater. MINIMUM ULTIMATE DESIGN R602.1 WOOD WALL FRAMING: Load bearing dimension lumber Z Z 2 3-8d box(2 2"x 0.113");or d. Four-foot by fasteners or 4-foot de 9-foot panels shall be applied vertically. MINIMUM NAIL MINIMUM WOOD NOMINAL MAXIMUM PANEL NAIL WIND SPEED V shall be Douglas fir-larch No.2 or better. L V W JU < 2-8d common(2 2"x 0.131");or e. Spacing of fasteners not included in this table shall be based on Table 8602.3(2). STRUCTURAL WALL STUD SPACING °►t T U l )-- 18 18 1 brace to each stud and plate „ rr . Face nail £ Where the ultimate design PANEL (mph) 8702.3 GYPSUM BOARD: All interior wall coverings to be painted O 1III Q 2-1Od box(3 x 0.128 ) or gn wind speed is 130 mph or less nails for attaching wood structural panel roof sheathing to PANEL SPAN SPACING O ' THICKNESS I/2" gypsum board unless otherwise noted on plans. �-- 3 ,r able end wall framing shall be spaced 6 inches on center. Where the ultimate design winds speed is Penetration Edges exposure category IL IN 2 staples 1 / g g p g p greater than i30 Size RATING inches (inches) �, Field Wind ex > mph,nails for attaching panel roof sheathing to intermediate supports shall be spaced 6 inches on center for minimum (inches) (inches) (inches o.c.) (inches o.c.) B C D 8703.3 SIDING: Exterior wall covering shall be vinyl siding tested til by the manufacturer for use In high-wind regions. Use stainless 3-8d box(2 2"x 0.113");or 48-inch distance from ridges,eaves and gable end walls;and 4 inches on center to gable end wall framing. 6d Common 1.5 24/0 3 steel nails for fastening vinyl siding on buildings located within „ 2-8d common(2,V2"x 0.131");or g. Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboard /s 16 6 12 140 115 110 5POO feet of the ocean line. 19 1 x 6 sheathing to each bearing rr r, Face nail (2.0 x 0.113 ) In 2-1 Od box(3 x 0.128 );or sheathing shall conform to ASTM C 208. 8d Common 8802.1 WOOD ROOF FRAMING: Load bear) dimension lumber t- 16 6 12 170 140 135 n9 2 staples, 1" crown, 16 ga., 1 %4" long h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required (2.5"x 0.131") 1.75 24/16 %6 for rafters,trusses and ceiling Joists shall be Douglas blockingand at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges 24 6 12 140 115 110 fir-larch No.2. p y p g g p g pp p g DATE: NOVEMBER 2019 3-8d box(2 2"x 0.113"); or supported by framing members and required blocking. Blocking of roof or floor sheathing panel edges perpendicular to R&O6.2 ROOF VENTILATION. Ridge and soffit vents,where shown, 3-8d common(2 yz'x 0.131");or the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be For SI: 1 inch=25.4 mm 1 mile per hour=0.447 m/s. shall be provided with a minimum net free ventilating area of 3-1 Od box(3"x 0.128"); or supported by framing members or solid blocking. Y600 of the area of the vented space. 3 staples, 1"crown, 16 ga., 1 %4" long i. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule,provide two toe nails on a. Panel strength axis parallel or perpendicular to supports. Three-ply plywood sheathing with studs spaced more than 16 R905.2 ASPHALT 5HIN6LE5, Asphalt strip shingle wra ers shall NOTES 20 1"x 8"and wider sheathing to each bearing Wider than 1"x 8" Face nail one side of the rafter and toe nails from the ceiling joist to top plate in accordance with this schedule. The toe nail on inches on center shall be applied with panel strength axis perpendicular to supports. be labeled to Indicate compliance with ASTM D-7158 Glass 6 the opposite side of the rafter shall not be required. b. Table is based on wind pressures acting toward and away from building surfaces in accordance with Section R301.2. or H,or A5TM D-3161 Glass F,and shall be fastened In 4-8d box(2 2"x 0.113")' accordance with the manufacturer's recommendation to or Lateral bracing requirements shall be in accordance with Section R602.10. ochieve that rating. Use a minimum of six nails per strip 3-8d common(2 2"x 0.131")• or f P P DRAWING NUMBER 3-10d box(3"x 0.128");or c. Wood structural panels with span ratings of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a 24/0 shlnnle. Use stotn ess steel nails when building within 3„000 fee of saltwater. span rating. Plywood siding rated 16 o.c.or 24 o.c. shall be permitted as an alternate to panels with a 24/16 span rating. A �7 4 staples, 1"crown, 16 ga., 1 %4" long Wall-16 and plywood siding 16 o.c. shall be used with studs spaced not more than 16 inches on center. 81006.2 AIR SUPPLY, All combustion air for factory-built fireplaces shall be provided from the exterior of the dwelling In accordance with the UL listing. THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING JOIST DETAILS Plate nail-16d(0.135"x 3Y")at Load bearing or braced/shear wall 7above must stack over wall below 12"on-center ( ) Load bearing or braced/shear wall above A Plate nail, 16dent 0.135"x 3 Y") Plate loll, 16d(0.135 x 3 Y") 7 y- �.! E HOLES LES TJ'I R Joists ists ( When sheathing thickness exceeds/ , 2x_stud wall at Floor panel nail- Blocking panel: 1Ya"TJm Rim Board, 1 (must stack over wall below when present) _� w ��L LO�t� ,• L� - - �C! at 16"on-center at 16"on-center g ® ®. No load bearing -- 6•w Z trim sheathing tongue at rim board 16"on-center 8d 0.131"x 2Y2" at 6"on-center Ya"TimberStrand LSL or TJI joist. , " Blocking panel: Web stiffener ( ) wall above Min.distance from Table P. Min,distance from Table B 1/ hole may be cut A"TJ(a Rim Board, 1Ya" Plate nail-16d(0.135"x 312") anywhere in web out- re uired on both Blocking panel: out- required * Web stiffeners required on 2x4 minimum Web stiffeners Do NOT side of hatched zone TimberStrand® LSL or at 16"on-center sides at A2W ONLY 1Y"TJ®Rim Board, cut or notch flange. ®• Sheathing both sides at A3.4W ONLY squash blocks required each side 1 O TJ joist Floor panel nail- 1/a"TimberStrand LSL 8d(0.131"x 2Y2")at 6"on-center* boundary nails, at B3W ONLY or TJI®joist 8d(0.131"x 2/2")a 1Y4"TimberStrand® O Z Rim-to-joist Web Stiffeners required 4"on-center LSL rim board. Ys Web stiffeners 6" - 6" O nail j each side at A3._W 61 B1 W required on both Iii 11 Toe nail-10d(0.131" sides of both joist 6" L, 2 x D, D1 Closely grouped round Lz 2 x L2 D2 6" 6" Toe nail, Toe nail, ® When sheathin ends at B4W ONLY No field cut minimum holes are permitted if minimum Nofleidcut Uonotcut 1Y"TJ Rim Board(A3/A3W g x 3" at 6"on-center 10d(0.131"x 3' 10d(0.131 x 3") TJ Is rim joist only)or thickness exceeds 7/", 12„ ) Web stiffeners required holes In plies to all holes the group perimeter holes in Holes larger min. End of joists at as NOT hatchsd (applies meets requirements for hatched IL at 6"on enter at 6"on-center � c ® trim sheathing tongue cut kolas in carstllsvc; exce+�t knockouts} q than tYz•m 1Ya"Timber,trand LSL. g 9 For rim board thicker than 13/" on both sides at 61 W j v11 renteri+ne zones round or square holes. zones cantilever TJI rim joist at rim board rerrtforcemenf. � Web stiffener -Attach TJI Joist to rim board with one 10d(0.128"x 3") and B2W ONLY of support W 3 Toe nail-10d(0.131"x 3"> Table A - End Support � required on both Must have 1/4"minimum Install proper blocking to nail.Top nail from TJI joists into rim board. Blocking panels may be required pp O el at 6"on-center P P 9 9 P Y q * sides at Al W ONLY * joist bearing at ends. Attach 11c support all panel edges -Connect comer with four 10d(0.128"x 3")nails.Toe B2 B2W Blocking panels may be required with braced/shear B3 63W with braced/shear walls above or 84 84W Minimum distance from edge of hole to inside face of nearest end support Z N Al Al W '42W rim joist per A3 detail. 8191919 nail from side of parallel closure into rim board. O walls above or below-see detail B1 below-see detail B1 JOIST TJIe ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE _ *For additional installation specifications see Rim Board Details and Installation in A3W A3.1 eA3.2 tA3.3 "For additional installation specifications see Rim Board A3.4 A3.4* DEPTH 2" 3" 4' S' sYZ" 7" a�/^ 11' 13' z^ s' a" s^ sY^ 7" e%' 11^ 13^ (� O O Nail through 2x cantilever,wood backer and O V/ O O - 110 1'-0" 1'-6" 2•-0^ 3�_0„ 5�_0" 1'-0" 1,_6" 7-6" 3,-0" V-0" .. Weyerhaeuser In Guide for Floor and Roof Framing,TJ-9001. Details and Installation in Weyerhaeuser Installation Guide 1Ya"TJ®Rim Board or 1Ya"TimberStrand® LSL. 9 TJI�'oist web with 2 rows 10d 0.148"x 3" y 9 for Floor and Roof Framing,TJ-9001. Blocking 1 ( ) 9Y" 210 r-o" r-s• 2'-6• T-0" 5-6" r-0" 2'-0" T-O" 4'-0" 5-0• Q 9 Nail with 10d(0.131"x 3")nails,one each at pare! nails at 6"on-center,clinched. 2so �'-s" 2'-0" 2'-6" 3'-6" 5'-s• 1'-0^ 2'-0" 3'-0" a'-s" 5'-0^ Q - top and bottom flange.Nail to blocking panel Use 16d(0.135"x 3,Y")nails with 3)/"TJI® 360 1'-s" 2'-0" X-0" 4--0" 6'-0' 1'-6" 2'-6" T-6" 5'-0" 5'-6• with connections equivalent to floor panel joist flange widths. 560 1'-6" 2'-s" T-6• 5'-0" 7'-0" 2'-0" 3'-0" a'-o' 5'-0" 6'-0' 6'0"length of TJ Is joist 8"diameter maximum hole for 11%8'- , schedule. 110 1'-0" 1'-0^ 1'-6• 7-0" 2'-6^ X-0^ F-s^ 1'-0" 1•-6^ 7-0" 2'-6" 4'-6" s'-0" s'-0" ik 1Ya".Na Rim Board 1/a"TimberStrand® 210 1'-0" 1'-6" r-o" 2'-0' 3'-0" T-s" 6'-0" 1'-0" 1•-6" 2'-6" T-O" 5-0• 5'-6" 6'-6~ - „ t reinforcement and filler 16"deep blocking panels;6"diameter 11/ 230 1'-0^ 1'-s^ 2'-0^ z'-s^ 3'-0" 3'-s^ s'-s" 1'-0" z'-o^ 2'-s" 3'-0'• 5'-6^ s•-s• 7'-0~ J.J� 4'-0"length of 8"diameter maximum hole for 11%`- block.Use 4'-0"length maximum for blocking panels 9Y2'deep LSL.Nail with 10d(0.131"x 3")nails, Attach reinforcement to joist '" one each at top and bottom flange. with one 8d(0.131"x 2Y") 360 1'-s^ 2'-0" T-0• T-6" 4'-6- 5-0" T-0^ 1'-6" 7-s^ X-6" a'-6" 6'-6" 6'-6" T-6" a (� 8"diameter maximum hole for 11 3/a"reinforcement on 16"deep blocking panels;6"diameter with 9Y"and 11%"TJI® or shorter than 12"long. i-1 one side at E2,both Attach reinforcement to joist nail at each corner 560 1'-s" 2'-6" 3'-0" a'-o" 5-6" 7-0" T-o^ 2'-s" 3'-s" a'-6" 5'-0" T-6- 7'-6" a'-0• 7 „- maximum for blocking panels 9�" joists. Do not cut flanges. j F1 applies to 110 1'-0^ 1'-0^ 1'-0^ 1'-0^ 1•-s^ 2'-0^ 3'-0^ 5'-s^ 1'-0" 1'-0" 1'-s" 2'-0" 3'-6" a'-0" s'-o" V-0- Web stiffeners / 16"deep blocking panels;6" sides at E3 deep or shorter than 12"long. with one 8d(0.131"x 2"/.") Horizontal blocking uniform/ . g Y 210 1'-0' 1'-0" 1'-0" 1'-6" 2'-0" 2'-E" 3'-6" 6'-0" 1'-0" 1'-0" 2'-0" 2'-6" 4'-0" 4'-6" 6'-6" V-6- Load from above required on both diameter maximum for blocking 1Y"TJ®Rim Board 1Y4" nail at each corner loaded joists 1a" 230 1'-0" 1'-0" 1'-0" 1'-6" 2'-6" 2'-s" 4'-0" 7'-0" 1'-0" 1'-0" 7-0" T-0" 4'-0" 5-0" T-0" V-0- sides not cut flanges. panels between each j -^ sides at E1 W ONLY panels 9Yz"deep or shorter than TimberStrand®LSL.Nail with joist.Nail to top plate with • only. 360 1'-0" 1'-0^ 1'-6" 2'-6" T-s" a'-o^ F-s^ 8'-0" 1'-0^ 1'-6" 2'-6" 4'4" s'-0• 6'-6" 8'-0" 9'-6" �J j 12"long. 10d(0.131"x 3")nails,one 12"length of Y4" connections equivalent to Wood 9 vtt� 560 1'-0" 1'-0" 2'-0^ 3'-0" a's" 5'-0" 6'-6" 9'-0^ 1•-6^ X-0^ 4'-0' s'-0" 7'-0" 7'-6• 9•-0" 10'-0" Y1 6" Do not cut flanges. 1Ya"TJ®Rim Board or 1Y4" each at top and bottom flange. reinforcement on floor panel schedule. backer e*,x lei K\J) 210 1'-0" 1'-0^ 1'-0" 1'-0" 1-0^ 1'-s" 2'-s^ 3'-s^ s'-o" 1'-0^ 1.0^ 1'0~ 2'-0" 3'0^k36* s'-6^ 8'-0. 11-0^ lO TlrnberStrand® LSL.Nail with e5 -,, 4 a50 16" 230 1'-0" 1'-0" 1'-o" 1'-0" 1'-6" 1'-6• X-0" 4•-0^ T-0" 1'-0" 1'-0" T-0" 2'-0" 3•-6" 7'-0" 9'-0" 11'-0" one side at E5, 12"length of 3/a" , t�� e� oa \oa 3so 1'-0^ 1'-0" 1'-0^ 1'-0^ 2'-s^ 2'-6^ a'-s^ s'-s• s'-o^ 1'-0" 1'0^ 1'-s" 3'-0" s'-0^ 9'-0^ 10' 10d(0.131"x 3")nails,one Attach reinforcement to both sides at E6 reinforcement on ones a '`�2 '\e� each at to and bottom flange Full depth verticalid ati� 9\r \kd sso r o" 1,o~ V-0. r o• z'6" T-0- 1 'o^ s's^ 10'-0" P 9 joist web with 3 rows P ba J� a" 5" 6" 7" 6" 10" 12" 15" 17" 4" 5" 6" 7" 6" 10^ 12" 15" 17" 10d(0.148"x 3")nails at 6'• blocking between at E7,both sides at E8 F1 \e� � P.ttach reinforcement on-center,clinched.Use 2 each joist 1$„ 360 �'-o" r-o" r-o^ -- 2'-0^ a'-o" 5-s^ 10'-0^ r-0~ r s" 3'-0' a's^ s'-0^ 10'0~ 11--0- 13'-6^ 2x4 minimum p O O Less than 5" to joist.flange with Z' R` rows with 9 "and 117 " E7 E8 wo 1•-0" 1'-0" 1'-^' r-0" 2'-0" 4_-61 7'0" 11'-0^ 2.0" 3'_6" ,C. 6.6" 6'0" 11'-0" 12'-0" 14'-6" squash blocks • 1 „ I �� Less than 5" p 8d(0.131"x V2)nails at 6" a� TJI®joists. Asa r-o' r-o 1'-a' r=n" T-0" 2'_0_I. 4'_0" 7'_0~ 10,_6 1'-0" 1'-0~ 1'_6" 3•.0„ 4,-6„ b'-0~ 11'-6" 14,_0. 115-6" ® 2'• J�` O O Gap*: WEB STIFFENER ATTACHMENT 20 560 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4'-6" 9'-0" 11'-6" 1•-0" 1'-6" 3'-6" 1Ya"TJ Rim Board or Face rain ���` on-center.When reinforcing E5 E6 CS Use 2x4 minimum squash blocks to 1Y4"TimberStrand® LSL. g R`a both sides,stagger nails. Ya"minimum transfer load around TJI®joist horizontal E4 1 " ® joist flange widths 1.. 23/"maximum Table B - Intermediate or Cantilever Support nails,one E1 E1 W Nail with each (0.131"x 3") E2 E3 Not for use with 3/z TJ/ g Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support bottom flangeh at to and TJI®joist blocking Option end (1 560,560D) See sizes below. DEPTH TJI® 2 a^ aROUND HOLE SIZa^ 11" 13" SQUARE OR RECTANGULAR HOLE SIZE P EXTERIOR DECK ATTACHMENT Apply subfloor Web stiffener both sides. y / 6Yz 8/, 11 13^ adhesive to all blocks installed at Y3 joist-span See sizes below. *With point load from above,and no support 110 2'-0" 2'-6" 3'-6" a_s" T-s" r-6• 2'-6" 3'-6" 5-6" V-6- Hanger bearing plate required. Structural exterior sheathing locations using 210 2'_c" 2'6- _s,_s" s'-o~ a'_o^ 1_ z'-o" T-0" 4'-0" 6'-6" T-6" Hanger height must ® contact surfaces below,install web stiffener tight to too flange 9. " Double TJI Joist Filler Block: Hanger Backer Block:Install tight PAaximum Y' o�erhang Flashing t� two 8d(0.113"x 2y) Tight f t* (g r a'bottom f+argej 231 7 Fy3'-c•1_a'-o° s'-s^ a-s"IIr-o^ 3'-6" a'r" 6-C" T-6^ beaminimum t d pth Attach per the table.Clinch to to flange(tight to bottom permitted at beam. ---- -- -- P P 9 ( 9 P nails or -� ISO 3'-0^I a'-o•� 5-6" s'-s" 9'-u•'i 3•-0• a•-s'• 5•-6" 7'-d" s•-o" ofjolst depth i o Nailing,Requirements nails when possible. flange with face mount hangers). Spa 2yz"screws, Depth Minimum Web � � 560 3'-6° 5-0" s'-o° T-s" 10'-0^ a•-o• s'-s^ 5-6" 8'-0^ s'-o• Clinch nails when possible. Treated 2x_ o�s� ical TJI®Joist Series in. Stiffener Size Type Number Nails 110 1'-0" 1'-0^ 1'-6- 2'-6" 4'-0• a'-s" e'-s^ 1'-0" 1'-s" z's" a'-o" T-0" 7'-0" 9'-6" ledger 3\ a typical ( ) YP g � R` End Intermediate 210 r-o" r-o" 2'-0" 3'4" a'-s" s'-o" 9'-0" r-o" r-c" 3'-0^ a'-s" a'-o• a'-c" 10'-01• See fastener 1 110 All %a'x 25/s'.+" 11 e" 230 1'-0" T-0• 2'-6" 3'-6" 5-0" 5-6" 10'-0" 1'-0• 7-6" 3'E" 5'-0- a'-s" 9'-0" 10'-6" •• 1Y8"TJ®Rim Board or 1/4" 360 7-0" T-0" 4'-0' S'-6" 7'-0" T-6" 11'-0" 2'-0• 3'-6" 5'-0" r-0" 9'-6" 9'-6" 11'-0" table below.Maintain 210 All 3/4"x 25/8'(') 8d Top mount TimberStrand5 LSL. 1 560 l'-0" T-0" 4'-6" 5'-s" 8'-0~ 8'-6" 12'-0~ T-0" 4'-6" 6'-0" 9'4" 10'-6» 11'-0" 12-4- hanger distance(minimum)from 230&360 All %8'x 25/6"n) (0.113"x 2/") 3 3 110 r-0" r-0• r-0^ r-0^ z'-o" z'-s" a'-s" a'-s^ r-o^ r-o^ r-0^ z's" 6-0^ s'-o" s'-o^ tr-0^ hanger edge Of ledger t0 fastener. 2x_Option#2: 210 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" T-0" F-6" 9'-6" 1'-0" 1'-0" 2'-0" 3'-6" 6'-0' T-0" 10'4" IT-0- Fa 3'-0" 2x strapping installed at Y3 16d Face mount Backer block joist-span locations using two 2 560 All 2x412) 1 ^ 14" 230 r-o" r-0" r-0" 2'-0" T-s" a'-o" s'-0" 10'-6" r-o" r-o" 7-6" 4'-0" 6'-6• T-s" 11-o" 13'-6- both Load(lbs) (0.135"X 3/ ) 360 1'-0" 1'-0" 7-0" T-6" 5'-6" V-0" 8'-6" 12'-6" 1'-0" 2'-0" 4'-0" 5'-6" 9'-0. 10'-0" 12'•0" W-0- hanger both sides of web Fastener 1Ya^TimberStrand® Y2'screws per joist,typical with single TJI®joist 1%"TJ®Rim Board 18" 4 4 I F6n 1'-0" 1'�" 1'-E" :'-6" 5'-6" 6'-6" T-8" 13'-6" 1'-0" X-0^ F-O" 7'-0" 10'-0' 11'-0" 13'-6" 15'-0- with rim board \ 20" z) 16d 5 5 210 1'-0" i'-0" 1'-0" 1'-0" 1'-0" V_V T.6" 6'-0" 10'_0" 1'-o" v-0" v 0" 1'-6'• 4'-6" 5'-6" 10'-0" 12'-6" 16'-0" Option#3: Web stiffeners required if sides of YZ'lag bolt 610 480 5600 22"(3) 2x4 (0.135"x 3Yz") 6 11 230 r-0" r-0" r-0" r-o^ r-6' 2'-0" 4'-0" 6'-6" 1r-0^ r-o" r-o" r-o" 7-6" 5-0" s'-o" 10'-6" 13'-6" 16-6- hanger top mount hangers,backer block required only Directly applied ceiling 16' " H1 hanger do not laterally support at H2 H3 24"13> 6 13 3so r-o" r-o^ r-o" r-o° 3'-0• a•-o" s'-s" 10--0-113--6-1 r-o^ r-o" 2'-0'• 4'-0° r-s" a'-s~ 13'-0" 14'-6• 17'-0" 3 ®• for downward loads exceeding 250 lbs or for uplift • Corrosion-resistant fasteners required for wet-service applications. PB1 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 3'-6" 7'-0" 11'-0" 15'-0" 1'-0" 1'-0" 5'-6" 9'-0" 10'-0" 14'-6" 16•-0" 118'-0" O least/a"of TJI joist top flange O LA When specified on the layout, one of W 1 PS1 or PS2 sheathing,face rain vertical conditions.For nailing requirements see page 5,TJ- O O ( ) 9. 9 the bracing options above is required 2 Construction rade or better a" 5" 61' 7^ 8" 10" 12^ 15" 17" a" 5" 6" 7" 6" 10•' 12" 15" 17" Roof Weyerhaeuser installation Guide for Floor and (3)Web stiffeners are always re uired for 22"and 24"TJI 5600 Joists 360 1'-0" 1'-0" 1'-0• 1'-s" 3'-0" 6'-0" 9'-o" 1'-0^ a'-0^ s's" s'-o" 1a's" 1s's^ Roof Framing, TJ-900L ( y is 560 r-0" r-o" r-o" r-o" z'-o" s•-o" 10--0-116-6-1 r-o" 3's" 6'-o' 6'-6~ 1r-6. 1s'-s~ 16'-0. 20'-0" n BEAMDETAILS FASTENING Of FLOOR PANELS asp 1'-0" 1'-0" 1'-0" -0" 1'-0• T-0" o" 11'-0^ 15'-6" 1'-0" 1'-0" 1'-s" a'-o' 7-0• 12 s" 16'-6-119'-0" z1-o" l� Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 20„ 560 11-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 5'-6" 12'-0' 16'-0" 1'-0" 1'-0" 3'-0" 6'-0" 8'6" 14'-0" 17'6' 19'6" 20'-6" ` m H V TJI9'(1)(=) Rim Board 1Yz" TJI Joists 110 210 230 or 360 560 Rectangular holes based on measurement oflongest side. IJL Nail Size 110,210, 360 and g'TJ®Ri 1Ya" TimberStrand®LSL Microllam® Parallam® 9Yz"or 9Yz"or 14"or 9Yz"or 14"or 18"or 14"or 18"or • Leave%"of web(minimum)at to and bottom of hole.DO NOT cut joist flanges. to BEARING FOR DOOR BEAM TO BEAM BEARING AT ® Depth 11/g 11'/e" 1s•' 11'/e 16" 20•' 11,x„ 16" 20" p j _t�J z BEARING AT WALL OR WINDOW HEADER and 230 560 Board TimberStrand LSL or wider LVL PSL p % .. 1a., • Tables are based on uniform load tables In current design literature. Z Z Q- Z V CONNECTION CONCRETE WALL 8d(0.113"x 2Y2"),8d(0.131••x 2Yz") 4^ 3" 6" 4" 3" Y 3" Filler Block(1) 2x6+3/" 2x8+%" 2x6+)2' 2x8+Y2" 2x12+Yz' Two Two Two -I W -1 W 2x6 2x8 • For simple span(5'minimum),uniformly loaded joists used In residential applications,one maximum size round hole may be located In - Z 1Ya"TJ®Rim Board or Strap per code if top plate Detail H2 sheathing 10d(0.148"x 3"),12d(0.148"x 3Ya'") 6" 4" 4" 4" 4" ( ) g sheathing sheathing sheathing sheathing 2x6 2x8 2x12 Q 1 1Ya"TimberStrand® LSL or IS not Continuous over at the center of the joist span provided that no other holes occur in the joist. Q t- O 16d(0.162"x 3Yz") 6" 6" 8,. 6" Cantilever 2x6 2x10 2x6+3/" 2x10+%" 2x6+YZ' 2x10+Y2" Not Z I header ���/�////�� p ��++ j�1yJ }- blockingforlateralsupport 3 s a < Filler 4'-0" 6'-0" sheathing sheathing sheathing sheathing applicable Not applicable ALLOWABLE HOLES - Headers and Beams Z LU 11) OW (1)Stagger nails when using 4"on-center spacing and maintain 1%"joist and panel edge distance.One row of fasten"is permitted(two at abutting (Detail E4) long long 4'-0"long 6'-0"long 4'-0"long 6'-0"long .� � panel edges)for diaphragms.Fastener spacing for TJI®joists in diaphragm applications cannot be less than shown in table.When fastener spacing for Backer Block(1) 1.55E TimberStrand® LSL Headers and Beams OL � > Q L Strap per Code if top blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI®joists. s .. s " s » " % " plate is not continuous ( ) p g pp p p staggered. (Detail F7 /g or/a / or/g /g or 1"Net 72,62,8 2x12 <_I Q 2 For non-diaphragm m a 1lcations,multiple rows of fasteners are permitted if the rows are offset at least/z"and sta ered. or H2 ++++++--- m over column (3)With 10d(0.148"x 1 Yz')nails,spacing can be reduced to 3"on-center for light gauge steel straps. ) 2 x diameter of the ()_ O } Q Top mount a Can be reduced to 4"on-center if nail enetration into the narrow ed a is no more than 1%" to avoids littin (1)If necessary,increase(filler and backer height for face mount hangers and maintain Ya" at top ofjoist;see detail W.Filter and backer largest hole(minimum) (� hanger ( ) p g a ( p g)' 4 block dimensions should accomodate required nailing without splitting(12'minimum for backer blocks and 24"minimum for filler blocks). 9 (5)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1 Y8'(to avoid splitting). X depth +•- v' Z < (� Protect untreated a Recommended nailing is 12"on-center in field and 6"on-center along ane/edge.Fastening requirements on engineered drawin u ersede All hole zone Z Column Face mount 9 g p g g q g 9''1 p Q hanger wood from direct recommendations listed above. F (� Contact with ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installatifor,Guide for Floor J_] L1 L2 L3 See current Weyerhaeuser L4 concrete and Roof Framing, TJ-9001. • 0 o Z O O O literature for framing connectors ■Nailing rows must be offset at least Yz'and staggered. 0 0 0 0 0 1.55 E TimberStrand®LSL < e 14 ga.staples may be substituted for 8d(0.113"x 2Yz")nails if minimum penetration of 1"into the TTI joist or rim board is achieved. ■Maximum nail spacing for TJI®joists is 18"on-center. Joists must be laterally supported at Header or Beam Maximum Round P 9 j Depth Hole Size cantilever and end bearings by blocking panels,hangers,or direct attachment to 9Ya"-9Yz" 3" Multiple-Member Connections for Top-Loaded Beams $" 8" ,1Y4'-11 W. 35/g" p p TJl© joist framing does not a rim board or rim joist. Fastener Installation Requirements j g 14"-16" 4s/" Piece #of Fastener require bridging or mid-span El General Notes See Illustration for allowed hole zone •••t�tOttttt:€ftf^;"Irfir�� blocking • Allowed hole zone suitable for headers and beams with Width Plies Type(') Min.Length #Rows O.C.Spacing Location When fasteners are required on both g ,� �, •."•• uniform and/or concentrated loads anywhere along the member. �`• '� }. +�'• �",r;"/ 10d nails 3" 3(2) sides,stagger fasteners on the second BEARING AT _ • Round holes only 12" side so they fall halfway between 2 12d 16d nails 3 Y" 21�) One side No Holes In herders or beams In plank criental!cn. .1 IU• , COLUMN fasteners on the first side. Screws 33/6"or 3Y" 2 24" Other Trus Joist® Headers and Beams 10d nails 3" 31�) DO NOT bevel cutjofst Al u 1"C �F5>-cQ:• " 2) 12" Both sides beyond inside face of wall. Rim board joint = . t" C�•' �' 12d-16d nails 3 Y4" 2 Microllame LVL (!1 -.'.?3,? w 4 7� E2 between joists DO NOT seat cuts ...... :•• °i ti*� 3 ; O 9 1.3E TimberStrando and Parallam®PSL €Jf 13/4 Screws 3%"or 3Y2° 2 24" Both sides Load must be applied evenly across on beams beyond the inside LSL hole zone hole zone largest hole"of minimum Y depth `s/�f �( fpe tM���.•";��' 5" One side entire beam width.Otherwise,use face ofsupportmember. 9 ( ) Verify column capacity (3) z) connections for side-loaded beams. Do NOT cut notch or drill lO16d n 3" 3 One side holesIn asInrs or Indicated DELIVERED r�ov t ��� • O and .Se bearing 3) 2) 12" (per ply) T- lustexcept as Indicated int L5 length.See current 4 12d-16d nails(3) Y4' 2 d o I _ � 0 0 Illustrations and gab/es. r Weyerhaeuser'literature. Screws 5"or 6" Both sides o 0 0 2 24" Multiple pieces can be nailed or bolted together to CS 6 3/" One side L6 form a header or beam of the required size,up to a TJ 10 rim joist Microllam® LVL and Other Trus Joist®Beams m 5"or 6" Both sides maximum width of 7" 1Y"TJ®Rim Board or 1Ya" Parallam®PSL EY2. Screws 3 2 24" L3 TimberStrand LSL. Header Pin eam MaxHole Simum Reund 2 6 4' One side ® allowed hole zone De O Y2"bolts 8" 2 24" - middle Y3 span 4%" 1" O0 5Y2" 1 Ya" J �•/ !n (1)10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW,WS,or Truss-LOK-EWPTM'. 81 L1 d 1.3E TimberStrand® LSL allowed hole zone d 7%%20" 2" 1 I 1 Q O m COLUMNDETAILS (2)An additional row of nails is required with depths of 14"or greater. H1 See Illustration for Allowed Hole Zone ^-1 O j (3)When connecting 4-ply members,nail each ply to the other and offset nail rows by 2"from the rows in the ply below. General Notes X BEAM ON B' \�� • Allowed hole zone suitable for headers and beams with uniform loads only. O 2 COLUMN CAP NAILING AT BEARING (FLOOR) LS Round holes only ry IL Z r • No holes in cantilevers. JU (� TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist 83 • No holes In headers or beams in plank orientation. 0 3 +--a z 1Ya"TJ®Rim Board or (Load bearing wall above) 1Ya"TimberStrand LSL. m H J Q ® One 10d 0.128"x 3" Joist may be shifted up to 3"if Use B1 or B2 at Q O ( ) floor panel edge is supported O B4 intermediate bearings VIVARNING m ~ O d One 8d 0.113"x 2y") nail into each flange ( and span rating is not exceeded. I nail each side.Drive Do not cut joist flanges. with load bearinis or Joists are unstable until braced laterally -� OI O N -7,6 Bracing (� nails at " angle d. braced/shear vttall • Blocking • Sheathing • Strut Lines O Z O Plumbing Drop g Includes: ll- (� � H P1 least 1Y2"from end. End of joists/ from above • Hangers • Rim Board • Rim Joist (l-1-1 O Z O m 3Yz"minimum at centerline irk -V Q Z COLUMN BASE 3 , intermediate bearin Also see detail B2 of support L2 I I O D dJ 3 Z 1%"minimum end bearing g T Q single-family applications 5Y4"may be required - Q V t J for maximum 0- "- H 1 < _ IL Shear transfer:Connections equivalent capacity � ,,��� r - - to floor panel nailing schedule P ° % +. u¢ - J », Rim to TJI®Joist ° // DO NOT walk on joists DO NOT walk on joists DO NOT stack building > --1 Id -1 A"TJ®Rim Board, TJI@ 560 rim joist:Toe ° ° until braced. that are lying flat. materials on unsheathed = Z z Additional joist is required if 1 0 1Ya"TimberStrand® LSL or nail with 10d(0.128"x3") ° , • INJURY MAY RESULT. joists. Stack only over Z floor panel edge is unsupported L4 % WARNING NOTES: beams or walls. O UJ P2 TJI®110 rim joist: nails,one each side of or if span rating is exceeded. � .•' � .'a• ., ,_ ___- � � < O One 10d(0.131"x 3")nail TJ 10 joist flange TJI®560 ° ° LA Exterior Deck DONOTusesawn Lack of proper bracing during construction can result in serious X -V V Q into each flange floorjoist r. Attachment /umber forif," O 0 accidents.Observe the following guidelines: TJI®210,230,and 360 rim •• .'; Structural boarldorbiocrin . U-to tLl INSTALLATION TIPS :�: ° sheathing 9• 1.All blocking,hangers,rim boards and rim joists of the end supports of the TJI®joists must be completely installed and properly nailed. IL t- � 7 ELEVATED joist: • ' g r•s j O a�/-f.-.,y�'h�hf' 2.Lateria!stronyth,lika bra�eJ end wolf or a��existing d:�ck,must be established at the ends of the bay.This can also be COLUMN BASE One 16d(0.135"x 3Y2")nail •Sub loon adhesive will improve fluor performance,but O pl"erinstaAation. accomplished'o a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. 1 a"minimum bearing into each flange may not be required. O Use On/ 3.Safety bracing of 1x4 minimum must be nailed to a braed end wall or sheathed area as in note 2 and to eachy Top View Y y 9 (minimum) ( ) Locate rim board joint between joists. I \ ° Safety bracing(1x4 engineered/umbel" joist.Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a � •Squash blocks and blocking panels carry stacked Protect untreated wood o a minimum)at Von-center(6' worker or one layer of unnailed sheathing. 1- BEAM ATTACHMENT at BEARING vertical loads(details B1 and B2).Packing out the web from direct contact with See ALLOWABLE on-center for TJI®110 joists)and 4.Sheathing must be completely attached to each TJISjoist before additional loads can be placed on the system. of a TJI joist(with web stiffeners)is not a substitute concrete 1Y"knockouts at ° H3 HOLES extended to a braced end wall. 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. »`;:�:•?.; - 1Ya"TJ®Rim Board or 1Y4" for squash blocks or blocking panels. approximately Fasten at each joist with 6.The flanges must remain straight within 1/2"from true alignment. TimberStrandg LSL. 12"on-center 1 Warning:Drilling,sawing,sanding or machining wood roducts enerates wood dust.The aint and/or coatin on this DATE: NOVEMBER 20141 L::;.,,•. two 8d(0.113"x 2/Z')nails minimum 9 9. 9. 9 9 P 9 P 9 •When joists are doubled at non-load bearing parallel (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California Optional partitions,space joists apart the width of the wall for Bearing plate to be to cause cancer.For more information on Proposition 65,visit wy.com/inform. p plumbing or HVAC. P3 non-shrink flush with inside face Drive nails at an See framing plan(if applicable)or I-JOIST DETAILS grout One 10d(0.128"x 3")nail each Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop see detail). of wall or beam angle to minimize y 1 P 9 P( ) Weyerhaeuser,Microllam,Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of side of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum Weyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved. 1Y2"minimum from end end and intermediate bearing lengths. February 2014 Reorder TJ-4015 DRAWING NUMBER This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001, and the Deep Depth Trus Joist TJI Joist Installation Guide, TJ-9006, which should be referenced for additional information. A - a