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HomeMy WebLinkAbout41629-Z 4- � Town of Southold 11/29/2018 P.O.Box 1179 no,4hie, Y 53095 Main Rd l Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40079 Date: 11/29/2018 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1240 Homestead Way, Greenport SCTM#: 473889 See/Block/Lot: 33.-3-16 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/4/2017 pursuant to which Building Permit No. 41629 dated 5/11/2017 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 ATTACHED GARAGE, COVERED FRONT PORCH AND UNFINISHED BASEMENT, AS APPLIED FOR The certificate is issued to Varveris,Manuel of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0018 11-20-2017 ELECTRICAL CERTIFICATE NO. 18-46112 03-23-2018 PLUMBERS CERTIFICATION DATED 11-14-2018 Bob Gr am r ed Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41629 Date: 5/11/2017 Permission is hereby granted to: Varveris, Manuel 3 Old Farm Rd Glen Head, NY 115451559 To: construct a new single family dwelling as applied for per SCHD approval. At premises located at: 67625 CR 48, Greenport SCTM # 473889 Sec/Block/Lot# 33.-3-16 Pursuant to application dated 5/4/2017 and approved by the Building Inspector. To expire on 11/10/2018. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,269.60 CO -NEW LL $50.00 T tal: $2,319.60 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. _ B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. 7 New Construction: Old or Pre-existing Building: (check one) Location of Property: �,� f l7 ?dmf P-�7�P a 6' 'e'%A House No. //// Street Hamlet Owner or Owners of Property: 144 1' y e l Suffolk County Tax Map No 1000, Section 33 Block 3 Lot Subdivision l Filed Map. Lot: Permit No. Date of ermit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 56 pplicant Signature ho��,oF so�lyo� Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 , �aC Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD 1 T. j `,D CERTIFICATION Date: I 141 l Building Permit No. `—T 1p -L9 Owner: Vq ►\ y �—:7 P--, S (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this of CN 20 8 RIC.4A.9 n S ULRICH Notary Public,State of NewYork No.01 UL5018420 C:ia,;fir,_,*- CuffolkCounty Commission 1_x'j �s Sept.27,20J. Notary Public, `Ao V k County Certificate of Compliance CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 __.___....__......m....__._____........._..._....__.._.._ .__..__..__...._.__._._...__.___.............._......_............. CERTIFIES THAT Upon the application of Upon premises owned by REN Power Solutions Homestead Way LLC. 54 Adirondack Drive 1240 Homestead Way Selden, NY 11784 Greenport, NY 11944 Located at: 1240 Homestead Way, Greenport, NY 11944 Application Number#: 18-46112 Certificate#: 18-46112 Electrical License#: 57256-ME Section: Block: Lot: Building Permit#: 41629 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: New House w/Service Equipment A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 23rd day of March 2018 Name QTY ARC-Fault-20 Amp, 120V 2 UG Service Feeder-200 Amp, 240V 1 Incand. Fixture- 15 Amp, 120V 60 HVAC Unit-20 Amp, 220V 2 Duplex Receptacle- 15 Amp, 120V 61 Exhaust Fan- 15 Amp, 120V 3 Combo Smoke &Carbon Detector- 15 Amp, 120V 3 ARC-Fault- 15 Amp, 120V 9 Electrical Inspector: Anthony Giordano DD OCT 1 5 2018 This certificate is not valid unless raised seal is present. TOWN OF SOUTHOLD Certificate of Compliance CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 .................................................... .._...... ................_.................... CERTIFIES THAT Upon the application of Upon premises owned by REN Power Solutions Homestead Way LLC. 54 Adirondack Drive 1240 Homestead Way Selden, NY 11784 Greenport, NY 11944 Located at: 1240 Homestead Way, Greenport, NY 11944 Application Number#: 18-46112 Certificate#: 18-46112 Electrical License#: 57256-ME Section: Block: Lot: Building Permit#: 41629 Name QTY Furnace Circuit- 15 Amp, 120V 1 GFI Receptacle- 15 Amp, 120 V 9 Service Disconnect-200 Amp, 240V 1 Smoke Detector- 15 Amp, 120V 7 Switch - 15 Amp, 120V 42 Electrical Inspector: Anthony Giordano lAPPROVED�� This certificate is not valid unless raised seal is present. SOUIyO COUNt'1, TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 [ / INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. [ -,]/FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) TMARKS: DUh -1e/ 12 K +0 �Alk 11- 9'1 k . 5v kvt W L) DATE Y INSPECTOR of SOUIyo cOU�fi'1 ` TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION /FOOUUINNDATION DATION 1ST ( ] ROUGH PLBG. 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL ( ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ( ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ( ] ELECTRICAL (ROUGH) [ ] ELE TRICAL (FINAL) REMARKS: �W 94 1 AMA iAwtija> p) �vv J t?K )p "R. � . DATE IL11 M _ INSPECTOR T01y�Of SOUjy TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. Flu, [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRIC A (FINAL) REMARKS: Y-m✓ D _ DATE INSPECTOR SO(lT,�, how o� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC p ON [ ] FOUNDATION 1ST [ ROUGH PLEIG. [ ] UNDATION 2ND [ ] INSULATION ( FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E E TRICAL (FINA REMARKS. 8S KIVI f .G" 11. mot �" r✓ � � f 21% OA lv ?/rUhi� lS Sk msw� ppfov,D�4� 12 Wt�l_DATE INSPECTOR 410I1 OF SOUTyO TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] RE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECT ICAL (FINAL) REMARKS: hA -G• o l h pr Evvv dl .eve./ rfiz, eD DVD6/) ack &VAt 3 ci �Itin lS i r • om po't of i DATE INSPECTOR ` `C �pF so �'��OUIfI'1 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. rUNDATION 2ND [ ] INSULATION AMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ( PIW6 9-/ oil s4ytiv� 4 Fir Iwo 41(y") ovi ogv/ c� �"Ira d Mhr tY VV �/ vu�✓ CqM nW:�& DATE S� Y INSPECTOR # * TOWN OF SOUTHOLD BUILDING DEPT. °��cnnrn � 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULAT [ ] FRAMING / STRAPPING M�'/FINAL W [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING JIING REMARKS. l �Y M[` 94N,�vt o- Gik Upw 6V/U IV*Loon xzvwi 64,6cm Ak� a f "S4k V) / ( o t. <"v n.h dk OAPADATEINSPECTOR FD) Home Energy Rating Certificate Rating Date: 2017-02-07 _ Registry ID: 098252787 Final Report EkotropeID: ILK5mM1v HERS' Index Score: Annual Savings Home: 41 Homestead , Greenport, Your home's HERS score is a relative performance score. The lower the number, 034 11944 Builder:the more energy efficient the home.To $ 3,53 learn more, Builders Your Home's Estimated Energy Use: This home meets or exceeds the Use WSW] Annual Cost criteria of the following: Heating 70.6 $1,248 2015 International Energy Conservation Code Cooling 0.7 $45 Hot Water 9.1 $156 Lights/Appliances 22.8 $1,245 Service Charges $0 Generation (e.g.Solar) 0.0 -$0 Total: 103.3 $2,694 HERSInclex Home Feature Summary: Rating Completed by: own Uwa Home Type: Single family detached Energy Rater.Anthony Jones ISO Conditioned Floor Area: 2,680 sq.ft. RESNET ID:3808022 E■.sting16O Number of Bedrooms: 4 Homes ,30 Rating Company:Radiant Drywall&Insulation Lao Primary Heating System: Furnace•Natural Gas•95 AFUE 390 Middle Country Road,Middle Island,NY 11953 Reference iio Primary Cooling System: Air Conditioner.Electric•16 EER 631-924-0500 Home 100 Primary Water Heating: Water Heater.Natural Gas•0.95 ergy Factor 90 House Tightness: 1720 CFM50(2.6 ACH50) Rating Provider•Energy Vanguard d °. Ventilation: 125.0 CFM•15.15 ` S33 W Howard,Suite E,Decatur,GA 30030 I° 678-662-4332 �- "• _ 60 Duct Leakage to Outside: 0 CFM25so ^3 Above Grade Walls: R-21 40 This lion. }0 Ceiling: Attic,R-53 30 Window Type: U-Value:0.29,SHGC:0.26 Zero Energy '0 Foundation Walls: R-11 o Anthony Jones,Certified Energy Rater °�=3•�W' Digitally signed: 11/14/18 at 1251 PM dilotrope!" ••• • • • • provider. New York ECCC 2016 Performance Compliance Property Organization 1240 Homestead Radiant Drywall & Insulatic D J L Greenport, NY 11944 631-879-2851 Inspection Status i, Anthony Jones 2017-02-07 LiIli 1� Lot 1 Homestead Rater ID (RTIN) 3808022 Lot 1 Homestead -Greenport Builder RESNET Registered (Confirmed) Michael Williams Builders - - T. rD Annual Energy Cost Design New York ECCC 2016 As Designed Performance Heating $1,609 $1.274 Cooling $133 $100 Water Heating $271 $271 SubTotal-Used to determine compliance $2,014 $1,645 Lights&Appliances $1,036 $1,004 Onsite generation $0 $0 Total $3,050 $2,649 406.3 402.4.1.2 402.6 Performance-based compliance Air Leakage Testing Area-weighted average fenestration passes by 18 3% ® SHGC 402.6 404 Mandatory Checklist Area-weighted average fenestration Lighting Equipment Efficiency LI-Factor Design exceeds requirements for New York ECCC 2016 Performance compliance by 18.3%. As a 3rd pari} extension of the code jurisdiction utilizing these reports I certify that this energy code compliance document has been created in accordance with the requirements of Chapter 4 of the adopted IntemaWnal Energy Conservation Code based on Climate Zone 4 If rating is Projected I certi p that the budding design described herein is consistent wrth the building plans specifications and other calculations submitted t%ith the permit application If rating is Confirmed I certify that the address referenced above has been inspected/tested and that the mandatory provisions of the IECC have been installed to meet or exceed the intent of the IECC or volt be verified as such b% another party Name. Anthony Jones Signature. Organization: Radiant Drywall & Insulation Digitally signed: 11/14/18 at 12.51 PM Ekotrope RATER-Version 2.2 1.2049 Nein York ECCC 2016 Performance compliance results calculated usinq Ekotrope s energo algorithm •nhich is a RESNET Accredited HERS Rating Tool 1' i- y . WAM - -4 New York ECCC 2016 UA Compliance Property Organization nD L= a� r 1240 Homestead Radiant Drywall & Insulatic Greenport, NY 11944 631-879-2851 Inspection Status _ Anthony Jones 2017-02-07 N L9 " Lot 1 Homestead Rater ID (RTIN) 3808022 Lot 1 Homestead -Greenport Builder RESNET Registered (Confirmed) Michael Williams Builders T. _T) Building UA Elements IECC Reference As Designed Ceilings 48.4 54.5 Above-Grade Walls 1694 159.2 Windows, Doors and Skylights 175.5 142.6 Slab Floor. 35.4 288 Framed Floors 116 91 Basement Walls 893 854 Rim Joists 89 7.7 Overall UA(Design must be equal or lower): 538.5 487.3 Mandatory Requirements 402.1.6 402.4.1.2 Total Ua alternative for insulation and Air Leakage Testing Area-weighted average fenestration fenestrationSHGC ® ® 402.6 404 Mandatory Checklist Area-weighted average fenestration Lighting Equipment Efficiency U-Factor 403.3.3 403.6.3 Duct Testing Hot water pipe insulation Design exceeds requirements for New York ECCC 2016 Prescriptive compliance by 9.5%. Name: Anthony Jones Signature �i� Organization: Radiant Drywall& Insulation Digitally signed 11/14/18 at 12.51 PM Ekotrope RATER-Version 2.2 1 2049 New York 2015 I ECC Compliance Report (ERI Pathway) RESNET Registered Energy Rating Index Report Property Organization Energy Rating Index Information Builder:Michael Williams Builders Company:Radiant Drywall & Insulation RESNET Registered Rating Address- Phone 631-879-2851 Rating No•098252787 1240 Homestead , Greenport. NY 11944 Rater:Anthony Jones Rater ID (RTIN):3808022 Date Rated:2017-02-07 HERS Index Estimated Annual Energy Consumption* Mom EneW Rated Home Calculated Rated Home Cost ($/yr) iso Energy Use (MBtu) Existing I" Heating 706 $1,248 Homes 130 Cooling 07 $45 120 Water Heating 9.1 $156 Reference 1 Lights &Appliances 228 $1.245 Home .90 Photovoltaics 00 $0 .80 Taltal 1t1 .3 oasetl o,s+anaartl oCe'a:.rg conC,nms 60 so ERI with PV:53 <o This Home ERI without PV:53 30 20 Annual Estimates Zero Energy 10 Electric (kWh):5,692 0 CO2 Emissions(Tons)-7 3 Home 0 Natural Gas (Therms):838 3 Energy Savings ($)" N/A Lm Emrry oiois•tsxt -Sasea or"*Nen Yor.:31`ECC Comokance Recor '-R!?aTKa;i Refe•ence design none Maximum Energy • • - Energy • . PASS This home MEETS the Energy Rating Index Score requirement of New York 2015 IECC Compliance Report (ERI Pathway) for Climate Zone 4. It MEETS all of the requirements verified by Ekotrope. Mandator requirements are summarized on the 2nd page of this report, some of which are not verified by Ekotro Name Anthony Jones Signature Organization. Radiant Drywall & Insulation Digitally signed: 11/14/18 at 12.51 PM Rating Provider Data and Seal y00RTQ4Q / Company:Energy Vanguard Address 533 W Howard, Suite E. Decatur GA 30030 Phone#'678-662-4332 �, .ro-.yam-1ss ' Fax C��oiT�TioN To determine if a provider is properly accredited go to:www.resnet.us/professional/programs/search_directory (Confirmed and tested) Climate Zone 4 Mandatory Requirements Provision Number Topic Compliance Decision New York 2009 IECC Building thermal envelope minimum insulation levels and PASS Table 402.1.1 ol,402.1.3 maximum fenestration U-factor and SHGC R401 3 Post a permanent certificate listing the level of efficiencies Certificate required for CO installed in the house R402.4 Envelope air leakage maximum leakage rate (Climate Zone 4 ACH50) PASS R402.4 1 /Table Comply with air sealing and insulation requirements in Table Checklist required for CO R402.4.1.1 R402.4.1.1 R402.4.4 Rooms containing fuel-buming appliances PASS* R402.5 Maximum fenestration U-factor and SHGC (U-Factor) PASS (SHGC) PASS R403 1 2 Heat pump controls PASS* R405.2 Ducts outside of conditioned space to be insulated to a PASS* minimum of R-6. R403 3 2 Duct sealing on all ducts PASS* R403.3.3 Duct testing for ducts in unconditioned space PASS* R403.3.5 Building cavities not used as ducts. PASS* R403.5.1 Heated water circulation and temperature maintenance PASS* systems comply R403.5.3 Hot water pipe insulated to R-3 PASS R403.6 Mechanical ventilation meeting the requirements of the IRC PASS* or IMC. Outdoor air and exhaust dampers installed R403.7 ACCA Manual J and S conducted for all heating and cooling ACCA forms required for systems. permit R403 8 Systems serving multiple dwelling units to meet the PASS* mechanical requirements of the IECC commercial R403 9 Snow melt and ice system controls installed where applicable PASS* R40310 Pools and permanent spa energy consumption meet PASS* requirements for heaters,time clocks and covers R403 11 Portable spas meet the requirements of APSP-14 PASS* R404.1 High efficacy lights installed in 75% of permanently installed PASS fixtures These items have been field-verified by the Rater, Field Inspector.Code Inspector. or Builder 1240 Homestead Greenport, NY 11944 Michael Williams Builders THIS HOME IS CERTIFIED TO MEET THE NEW YORK 2016 ENERGY CODE Building Features Ceiling Attic, R-53 Duct Supply R-8 0, Return R-8 0 Above Grade Walls R-21 Duct Leakage to Outside 0.0 CFM @ 25 Pa Foundation Walls R-11 Total Duct Leakage 0 0 CFM @ 25 Pa Framed Floor R-30 Heating Furnace - Natural Gas - 95 AFUE Slab R-10 0 Perimeter, R-10.0 Cooling Air Conditioner- Electric - 16 EER Under Infiltration 1720 CFM50 (2 6 ACH50) Water Heating Water Heater- Natural Gas -0.95 Energy Factor Window U-Value 0.29, SHGC: 0 26 As a 3rd party extension of the code jurisdiction utilizing these reports I certify that this energy code compliance document has been created in accordance with the requirements of Chapter 4 of the adopted International Energy Conservation Code based on Climate Zone 4 If rating is Projected. I certify that the building design described herein is consistent with the building plans specifications and other calculations submitted with the permit application If rating is Confirmed.I certity that the address referenced abo a has been Inspected.4ested and that the mandator} provisions of the IECC have been installed to meet or exceed the intent of the IECC or will be verified as such by anot r p Name- Anthony Jones Signature. Organization: Radiant Drywall & Insulation Digitally signed- 11/14/18 at 1251 PM Ekotrope RATER-Version 2.2.1.2049 This sofMare has been accredited by RESNET to demonstrate International Energy Conservation Code(IECC)Performance Path Compliance It has not been renewed or approved by the state of New York the International Code Council or their affiliates New York 2016 Label 1240 Homestead HERS® Index Score: 53 Ceiling: R-53 Above Grade Walls- R-21 Foundation Walls: R-11 Exposed Floor: R-30 Slab: R-10 Infiltration: 1720 CFM50 (2.6 ACH50) Duct Insulation- R-8 Duct Leakage. 0 CFM25 U-Value: 0.29, SHGC- 0.26 Door: R-4 Heating: Furnace • Natural Gas •95 AFUE Cooling: Air Conditioner- Electric • 16 EER Hot Water: Water Heater• Natural Gas • 0.95 Energy Factor Signature: RESNET HOME ENERGY RATING Standard Disclosure For home(s) located at: 1240 Homestead , Greenport, NY Check the applicable disclosure(s) in accordance with the instructions on the reverse of this page: W11. The Rater or the Rater's employer is receiving a fee for providing the rating on this home. 2. In addition to the rating, the Rater of Rater's employer has also provided the following consulting services for this home RIA. Mechanical system design El B. Moisture control or indoor air quality consulting C. Performance testing and/or commissioning other than required for the rating itself D. Training for sales or construction personnel E. Other(specify) []3. The Rater of the Rater's employee is []A. The seller of this home or their agent B. The mortgagor for some portion of the financed payments on this home []C. An employee, contractor, or consultant of the electric and/or natural gas utility serving this home g4 The Rater or Rater's employer is a supplier or installer of products,which may include: Products Installed in this home by OR is in the business of HVAC systems Rater Employer Rater Employer Thermal insulation systems Rater Employer Rater WjEmployer Air sealing of envelope or duct systems Rater Employer Rater WjEmployer Energy efficient appliances Rater Employer Rater Employer Construction (builder, developer, construction contractor, etc) Rater Employer Rater WjEmployer Other (specify)- I I []Rater Employer Rater Employer W15. This home has been verified under the provisions of Chapter 6, Section 603 "Technical Requirements for Sampling"of the Mortgage Industry National Home Energy Rating Standard as set forth by the Residential Energy Services Network (RESNET). Rater Certification #: 3808022 Name. Anthony Jones Signature: Q Organization- Radiant Drywall & Insulation Digitally signed: 11/14/18 at 1251 PM I attest that the above information is true and correct to the best of my knowledge. As a Rater or Rating Provider I abide by the rating quality control provisions of the Mortgage Industry NationalHome Energy Rating Standard as set forth by the Residential Energy Services Network(RESNET). The national rating quality control provisions of the rating standard are contained inChapter One 4.C.8. of the standard and are posted at http,Hresnet.us/standards/RESNET_Mortgage_Industry_National_HERS_Standards.pdf The Home Energy Rating Standard Disclosure for this home is available from the rating provider. RESNET Form 03001-2 -Amended April 24, 2007 NAv f►NS91ATION 4 4 Vil 2fitL"" % Basement Wall Insulation with ECOSEO Technology DESCRIPTION PRODUCT BENEFITS A Place the insulation between the furring strips Knauf Insulation Basement Wall Insulation is 9 Knauf Insulation Basement Wall Insulation can and fasten the facing flanges to the 2"x2"at a gloss mineral wool blanket laminated to a increase your home comfort year-round by top and bottom,making sure the facing is on perforated facing that can be left exposed. It is reducing energy loss. the exposed side. also available unfaced for non-exposed areas - Reduces noise levels where installed. such as crawl spaces. * The facing material reflects light which can Full-waH 2-piece application help brighten your room. 5 Follow Steps 1-2 for Half-wall application ECOSE TECHNOLOGY - This product meets the ,.!LCC Code forte 6 Nail another furring strip horizontally ECOSE Technology is a revolutionary,plant- continun--L-111a with a Class A Fire rating approximately I"above the floor You will based binder chemistry that enhances the with no further modification. Please check with now have a top middle and bottom nailing sustainability of our products.The"binder" local code official for approval. #Adly� strips in place. holds our glass mineral wool product together 7 Cut insulation to length and fasten insulation and gives the product its shape and brown GENERAL PRODUCT INFORMATION to the furring strips in both the top and bottom color ECOSE technology replaces the phenol/ R-Value R-1 I sections. formaldehyde(PF) binder traditionally used in Note glass mineral wool products. Products using Standard Widths 48"and 88" Trimming of the second or bottom insulation ECOSE technology are formaldehyde-free and section may be needed to fit between the lower have reduced global warming potential when Available Facing Materials furring strips to accommodate for any variations compared to our products of the past. - Polypropylene Scrim Kraft Facing on site. (White) Perforated APPLICATION * Foil Scrim Kraft Facing D Basement Wall Insulation allows the interior (Silver) Perforated basement walls to be insulated without the cost of framing or finishing them. It can be used in INSTALLATION 0 new construction or for retrofit in existing homes. Half-wall application It gives you the flexibility to apply the insulation 1 Secure a 2"x2"furring strip horizontally to the either in a horizontal or vertical fashion,which side of the sill plate at the top of the wall to be allows for either half-wall or full-wall. Perforated insulated. facing is recommended for the majority of 2 Fasten a second furring strip horizontally with ECOSE" basement wall applications.The perforations beneath the first one by the width of the TECHNOLOGY in the facing allow moisture to pass through the insulation being installed. material, reducing the possibility of condensation 3 Roll the insulation out on the floor cutting it to and ensuring proper thermal performance. the length � t Knauf Insulation Basement Wall Insulation with ECOSE° Technology R-VALUE INFORMATION Insulation is specified by its thermal resistance Properly Nnio Test Peri«mance or R-value. "R"means resistance to heat flow Type I(Unlaced),Type II(White),Type III(Silver), The higher the R-value,the greater the insulating Corrosiveness ASTM C665 All Class A power.The amount of insulation you need Thermal Value ASTM C518 R-Value of insulation only depends mainly on climate,type of heating Combustibility ASTM E136 Non-combustible(Insulation) (gas,oil,electricity)you use,and the area of the house you plan to insulate.The U S.Dept.of Water Vapor Permeance ASTM E96 1 perm or more(facings) Energy has established minimum recommended Surface Burning Characteristics ASTM E84* 25/50 insulation R-values for 7 distinct parts of the (flame spread/smoke developed) country,or insulation zones. *The ASTM E84 standard is used solely to measure and describe properties of materials and products in response to heat and flame under controlled laboratory conditions.This numerical flame spread is not intended to reflect hazards presented by this or any other material under actual fire conditions Find the R-Values for Your Zone If you live on the border between two zones, choose the higher rather than the lower values. . rr. rs• s s O 0 0 0 0 0 0 1 0 0 0 0 R-5/R-13 R-5/R-13 R-5/R-13 4 / • Except R-10/R-13 R-10/R-13 R-10/R-13 R-10/R-13 0 Marine R-10/R-13 R-10/R-13 R-15/R-19 R-15/R-19 w �* R-10/R-13 R-15/R-19 R-15/R-19 R-15/R-19 R-10/R-13 R-15/R-19 R-15/R-19 R-15/R-19 'The first R-Value applies to continuous insulation,the second to framing cavity insulation;either insulation meets the requirement. "R-15/R-19"shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulated sheathing on the interior or exterior of the home. "R-10/R-13"means R-10 continuous insulated sheathing on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. UL Environment GREENGUARD Cerrikafion Program LEED Eligible Product Knauf Insulation Basement Wall Insulation is certified to UL Environment Use of this product may help building projects meet green One Knauf Drive GREENGUARD standards for low chemical emissions into indoor building standards as set by the Leadership in Energy and air during product usage. Environmental Design(LEED)Green Building Rating System. Shelbyville,IN 46176 UL Environment GREENGUARD Gold Certificafion Program LEED v2DD9 www knoufinsulation.us Knauf Insulation has achieved UL Environment GREENGUARD MR Credit 4.1-4.2 Recycled Content Gold Certification for Basement Wall Insulation, MR Credit 5 1-5.2 Regional Materials (800) 825-4434 UL Environment Certified EPD LEED v4 Sales ext. 8485 Knauf Insulation has achieved an Environmental Product Knouf Insulation offers several products for both envelope Declaration certification from UL Environment for Basement Wall and mechanical systems that have ingredient disclosure and Technical Support ext. 8727 Insulation.EPD Certification is documentation fully disclosing a transparency.Please contact transparency@knoufinsulallon.com info us@knaufinsulation.com product's environmental impact. for products that currently contribute to MR credits. For more information,visit ul.com/spot BI-BWI-DS ) 07-17 This product is covered by one or more U.S.and/or other patents See patent www.knaufinsulation us/patents. ©2017 Knauf Insulation,Inc. y` r JR. ` y r to tY' -" .�•... JI �_ • f �e f l . .. � �. -- -- '--a.. �'' .�:�- ,� � - �� -l"" W I �V�Y` i �y ZI �_ � ��� ,��_ i }� �,. t:� �_ - - � .. - "�^n _ .. �: „_ - - ._ - - .: - � T, y �. ) . _.. i� J ��:... ,r t` .. �,. --4-. �xr� ` � -- . .�..: _. ,. _ '_ _ � ,� µ.. `� a .,.'� �T { .c- �' \ _ �� ��. �,,� r,f ��", t J �' �� i 4 • i • ' .. S 'WA ` , • .. OM .. ' �.. �r r • • STATE ENE-ROY CIODB (1� , .��kAMAN , �A".l�r�i� 4 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST L• BUILDING DEPARTMENT 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 r 2� Survey SoutholdTown.NorthForLnet PERMIT NO. V Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Storm-Water Assessment Form Contact: Approved \� 20 Mail to:_� _ Disapproved a/c _ I Phone,:—"S � Expiration 0 ) DIE(Z; D m g Inspector MAY - 4 2017 PPLICATION FOR BUILDING PERMIT ` Date `�/ �.S 120 /7 BUILDING DEPT• INSTRUCTIONS T0W"F`8@ 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 comply with all applicable laws,ordinances,building code,housing code,and regulati and it authorized inspectors on premises and in building for necessary inspections. Signature of applicant or name,if a corporation) S,Pv�E (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Dw11115K_ Name of owner of premises /%. VOr- VeiL/.L--_ (As on the tax roll or latest deed) If applicant is a corporation,signs a of oii"zed o (Name d title of corporate officer) - Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1 l j d k,� ,t 1 Location of 1 nd on ich nrnnns wok 1 be done: C/�J House Number Street Hamlet / County Tax Map No. 1000 Section 3 Block 2 Lot 1` Subdivision�.25 Cnt cY �/t�yQt Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy «Zr _,,7 SfprY� 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost , 'C'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 C9 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. W/1 A11,1 7. Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories N/A Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front l,0e r7 Rear 91C ;70` - Depth -,:700 Height Number of Stories_ 9. Size of lot:Front 10(9'-57 Rear 86 70 Depth X 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated /e" -7/6 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO 13.Will lot be re-graded?YES VINO—Will excess fill be removed from premises?YES NO 14.Names of Owner of premises, 14�',?/dX a Address Phone No. Il<- 3C 7-90>' Name of Architect f Coy Ve 1/4 Address-,V�sirvS,►a,Xgh; 3 hone No /- SG -S"' Name of Contractor A,/- L'efX&a�e/J- AddressAii am dt 0 /�vy✓jp, Phone No. ,syl ''6,?- �c+ 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 OFA A,_�u-S, ( Q A P, being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Yw-i-4,_ (Contractor, 4,-- (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. Swom tomfore me this v day of 2017� RICHARD S!1LR1 otary Public, tate cYT _41 otary Public No.01 gnature of Applicant Qualified in Suffolk ounfi� CommWtlon Expires SepL 27.2044 `Scott A. Russell os % �T O))��`SUPERVISOR 1�[A\1\,A G1Eh,41E_T SOUTHOLD TOWN HALL-P.O.Box 117953095 Main Road-SOUTHOLD,NEWYORK 11971Town of S`outhol d CHAPTER 236 - STORMWATER MANAGE MAY 0 8 2017 (TO BE COMPLETED BY THE APPLI T) ._::MAY--- -:-4:.20.17. . Dol; -TRIS--Prro7ECr-- NV0 F–THE—lFOLEOWINU:-----_- -- -- Yes -No (cxEcx ALL THAT APPLY) BUII,,MG DEPT. ❑ A. Clearing, grubbing, grading or stripping of land M" ���S�e than 5,000 square feet of ground surface. E11PB. Excavation or*filling involving more than 200 cubic yards of material withiri any parcel or any contiguous area. ❑ErC. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. t ❑M"D. Site preparation within 100 feet of wetlands, beach, bluff or coastal 1 erosion hazard area. ❑�fi_ Site preparation within the one-hundred-year floodplain as depicted on.-FIRM Map of any watercourse.. ❑Qf 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 wiib your Name, Signature, Contact Information, Date & County Tax Map Number! Cbapter 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 Cbeck list Form to the Building Departmeml-mAhyouur Building Permit Application. APPLICANT- (Property Owner,Design Professional,Agent,Contractor,Other) S. lvl. - 1 s�� Date Drstrtcl NAME Man e I i2ven 15 33 3 \ 6 n Section Block Lot /���' `�� FOR e'�tLDINc LLP.,t>-r�,=�-r 1.-r- .: L'I y �i. V';l Contact hformalioa � gyve Y 1 Reviewed By: Date-- Property Address / Location of Construction Work — — — — — — — — — -- — — — — — — ❑ Approved for proces3ing Building Permit tormwater Management Control Plan Not Required �66Siorm'.vater i� Maaagc;,;ca; Cci;t,ol P. ; ,�Rc.,cc (Forward to Eji, iwccfmn e Deparin, nt (or Re\,,e\v) FORM SMCP -r}TOS MAY 201(4v LvL , 5-/� -- 42V F ? '3 )- APPLICANT. S.C.T.M.". 1000 CHAPTER 236 (Property Owner,resign Professional,Agent,Contractor,Other) — F. Stormwater Management Control Plan CHECK LIST NAME. O Section Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Date: * The applicant must provide a Complete Explanation and/or Reason for not prop iding all Information that has been Required by the following Checklist! Igna[mr 'rtleptwnr Number 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Herel YE NO NA you If ou need additional room for explanations, Please Provide additional Pa ,how all of the following items: P p 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 §236-1702). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water Lj U 2017 Ay e. Limits of Clearing & Area of Proposed Land Disturbance. MAI f. Existing& Proposed Contours of the Site (Minimum z Intervals) i g. Location of all existing & proposed structures, roads, EROSION &SEDIMENT CONTROLS driveways, sidewalks, drainage improvements& utilities. Shall include but not be limited to: h Spot Grades& Finish Floor Elevations for all existing& A well maintained Construction Entrance proposed structures. Wire Rarkpd Silt Fencing, stabfli7ation 1. Location of proposed Swimming Pool and discharge ring. 1H �/ i.. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). 1. Location of proposed concrete washout area(s). nl. Location of all proposed erosion&sediment control measures. DRAINAGE 'NSPEGRONS:ARE REQUIXIED 2. Stormwater Management Control Plan must include Calculations showing ContartTOS that the stormwater Improvements are sized to capture,store,and infiltrate fore on-site the run-off from all impervious surfaces generated by a two W)inchRadfinOR rnee s Certification rainfall/storm event a5een installed to Codp- 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. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e. .infiltration basins,swales,etc.) IT *"** FOR ENGINEERIN DEPARTWT USE ONLY **** Additional Information is Required. :I I Reviewed & I Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — — ® Stormwater Management Control Plan is Complete. l�Dater SMCP has been approved by the Engineering Department.; FORM * SWCP Check List -TOS MAY 2014 DWEDOG PUBLIC WATT ?DONALD GEOSCIENCE DPTI E: 7, 2017 Fi ----07EL. 16.6 L DARK LOAM. EL. 15.6 ON THF M-P OF 1,11, BROViN SILT HOMESTEAD WAY I ROCKCOT] 7,PSTATES ---- Ell. I'll.& FILED: JUI 1, 2001 7 (50ft. WIDE) MAP N,: -,0637 ISM BRW F OWN SILYTY GPASANb L. L I T B"'A� "El ±50ft. .6 ED EDGE OF PAVEMENT 1Y, -PROPOSN, N'43BR0187N FINE TO APRON R 0. _ * COAR:F SAND 1000-033.00-03.30-019.019 LAND NOW i;R FORMERLY EL, 1.0 FENCE�, THOMAS IUiTLER S vf WATER IN BROWN FINE N 69002 10" E 108.57 TO COAi'Z,,`E SAND r�iA v E- 400.00 80 0 MiN 1,E 7.ntW C:) -f�TH (Z.) C' co c\2 SANI"ARY DESIGN: z ST MSN IP Q6 PROPOSED c=) (FIVE-3E' BEDROOM SYST.7,14) DRIVEWAY c� PROPOSED Cv Cn <:�'�- - .-SANITARY SYSTEM- #1,500 CALLON SEPTIC T1,14K. F-D-WRMU-NKG�] 15.(F SFE SANITUZY DESIGN *(2) BVIDIAMETER, X 810"DEEP L13ACKIIING IPOOL.�. PUBLIC WATER 20.67 1000-033.00-03.00-015.00 -PORCH-- - 9 AREA FOR 50% FUTURE EXPAN10N, 0 - - - - - 3 C> LAND NOW OR FORMERLY GARAGI 1125-_- 5.50 (GF 18.0) 5.75 JOSEPH VIRGINIA TETRO -10.0 13-67 ((1) 8-0-DIAMETER X WO"DAEEP POOL.1 1-j�- M 71 DRAINAGE CALOUPIONS- PROPOSED 2-STORY W0.0 FRAME RESIDENCE 2 ROOF .-)R.UNAGE TO BE D1f,,,TERrE!V VIA TOT(FF 20.0) RY WELLS LEADELS & GUTTERS TO Dl (DE";IGNED FOR 3" RAIN, FLU' 56.64 -28.1 HOUSE -.,185.00± Sq.Ft. X 0.25 X� �-2nd STORY '.96.25 Cu.Ft. + ".t'2.24 = 7.01 VF REQ. STEPS CANTILEVER 2 O-OUT USE (1) 3'0"DIAMETER X 5'0"DETI�,P ILEACIDING DPCIWELL, DW PRCVI)ING 8.0 VF, CONNECTED WITH 4' PVC S30 3',-, 4' 13 DW -4 PROPOSED DRYWELLS- /-PROPOSED SEE CALCULATIONS WATER LINE �rW R CQ �-VACANT & LIGHTLY-� FENCE- WOODED LOT PUBLIC WATU O 13 I 1000-033.00-03.00-117.000 LAND NOW OR FORI ER-,Y JEROME MARTOCCH,'k JR. BUILDING RNNti!.OPF SANDRA MARTOCC IIA z NV4 I SUFFOLK COUNTY DEPARTIArENT OF HEALTH SEPVICES C12 co PERMIT FOR APPROVAL OF CONSTRUCTION FOR A PQ ce) 0 -FENCE SINGLE FA LY RESI])E:iicz ONLY 0 400.002.4E :2� MAY 0 1 2011 FENCE-/ DATE R,E F. N 0 0.7N S 69002'10" W 86.70 0.4E \9 -6- 4 -- Z > POLE HYDT. tie/ APPROVED EDGE OF PAVEMENT - MV�-CATCH -IC t 1-3 T,'C 18.4 WATER 41N __w_w_w BC 17.8 BASINS IC 18.0 FOR f1dA311, or- BEDROOMS w__w w-w-w-- --" - EXPIPES THRE YEARS FROM DATE OF APPROVAL ±50ft. NORTH ROAD ±50R. (C.R. 48) (66ft. WIDE) iYO EDGE OF PAVEMENT POLE POLE )LE V ['-EExcavation Inspection Required F-DWEWNGS For Sanity fiction PUBLIC WATER System NOTES: BY Health Department •ALL SURROUNDING DWELLINGS WITHIN 150.Oft. HAVE PUBLIC WATER. •THERE ARE NO WELLS WITHIN -150.Oft. OF THE SUBJECT PROPERTY. • BUILDING ENVELOPE SETBACKS ACCORDING TO SECTION 100-224(NON CONFORMING LOTS)T(7;,-N OF SOUTHOLD ZONE TG Lff. •EXISTING TREES THAT ARE IN BEXLTHY CONDITION TO BE PRESERVED TO THE MAXIMUM =,-,7 POSSIBLE. •MARK-OUT NOT DONE AT THIS MiE. SURVEYOR IS NOT RESPONSIBLE FOP, UNDERGROUND UFMIES 03 STRUCTURES APPLICANT: DRAWING INFORMATION: MIKE WILLIAMS SCALE: 1"=30' 5 RENEE ROAD, SYOSSET, NT 11791 DRAWN BY: J.D.G. PHONE: (516)-367-3000 - FAX: (516)-750-1200 FILE No.: Q52-17 EMAIL: mwilliams@northshorefunding.com DATE: FEBRUARY 27, 2017 'j;4 DESCRIBPROPE?T T G. ISA ! 4 AcQU- 1: T SURVEY OF A, k; Am, LAN,.) SU- fjVEY] Al rl ED T FORNUT'10111: AT GREENPORT, TOWN OF SOUTHOLD, PROPERTY IIN SUFFOLK COUNTY, NEW YORK 9`4 EAST MAIN STREET SCTM: 1000-033.00-03.00-016.000 AREA: 19,526.59 Sq.Ft. = 0.4463 AC112 EAST ISLIP, N.Y. 11730 ZONED "R-40" RESIDENCE y 0 021" TEL: 331-277-3605 ELEVATIONS IN NAVD88 DATUM NDSU FAX: 631-277-3906 • A-- UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LOY,COPIES IF S SURVEY MAP N01 DE,�RING TIFF LAND SURVEYORS INS�,,L OR EMBOSSED SEAL ARE NOT CONSU,'I ED To BE 1'TRUE VAIII)Cofll, DISTANCES 10 ol!,E aIIOA'N FRO, PROPMIT I1NhS TO EXISTING STRUCTURES ARE FOR A SPECIFIC N01'INTENDED TO GUIDE IN THE EREII N FENCES OTHER STRU�CTI,VES,CFRTfFRA'TI0N INDICTED HEREON 'RAI RUN ONLY TO THE PERSON DOM THE ;IJRVM;IS PREP`IUD AND ON 114 OFEMY,Tr 0�'j THE ARF D TO THE ASSIGNEES OF THE LENDING INSTITUTION.CWTUICAT ONJ ARE NOT TIZANSFEMBLE TO ADDITION.L U STITUI IONS ORSUBSEQUENT OP 676(",zi C-P-491, C�-EEN� ff I t DWELLING TEST HOLE BY: PUBLIC HATER McDONALD GEOSCIENCE DATE: FEBRUARY 7, 2017 0 EL. 16.6 OL DARK BROWN LOAM. 1 ON THE MAP OF - EL. 15.6 HOMESTEAD WAY �1 ROCKCOVE ESTATES ML BROWN SILT FRED: JUNE 11, 2001 - EL. 13.6 ti1 .� (50ft. WIDE) MAP No: 10637 SM BROWN SILTY SAND t50ft. I WITHHEAVY GRAVEL. y ROPOSED TEMPORARY ° I - EL. 6 6 �• CONSTRUCTION ENTRANCE 0� EDGE OF PAVEMENT SEE DETAILS PAGE 2- ti°6� PROPOSED ' OPEN SPACE SW BROWN FINE TO APRON COARSE SAND. 1000-033.00-03.00-019.019 fiL, 1.0 ry LAND NOW OR FORMERLY N 69°02'10 E 108.5 IFENCE 0MAS ATTR IS] TOTCOARSEER IN BSAND,FINE ENC ,x 1.3W EL. -4.6 L 400.00 �,rwa sr rrw w.Owrwww0 ww. ■ -i w �rf MAP LINE e i / z � (E MIN ti°6 1i ► ® of o o O � r e M z ■ CD �? SANITARY DESIGN: o LP MIN ST PROPOSED c (FIVE-SIX BEDROOM SYSTEM) PROPOSE DRIVEWAY . ■ (� w DWELLING SANITARY SYSTEM- - z - �L •1,500 GALLON SEPTIC TANK. PUBLIC WATER SEE SANITARY DESIGN -o X���' •(`�,) 8'0"DIAMETER X 8'0"DEEP LEACHING POOLS. r=_-- 32.17 •AREA FOR 50% FUTURE EXPANSION, ■ - PORCH==_=.0 2os7 1000-033.00-03.00-015.0 15.OU I__- - _- LAND NOW OR FORMER ■ x fas7 5'S0 5.75,11'25 GARAGE" : 1 8'0"DIAMETER X 8'0"DEEP FOOL.) JOSEPH & VIRGINIA 0 ® j1 (GF 18.0) ; i (( ) io. m PROPOSED 2-STORY io. DRAINAGE CALCULATIONS: p�,� Z�P RO �° � N FRAME RESIDENCE 25k ROOF DRAINAGE TO BE DIVERTED VIA Meld N 6VCk7 _1 "' i o (FF 20.0) . �6 i TOTAL HERS & GUTTERS TO DRY WELLS CELLAR Il Utrf 86 SS-r SA-C-r- °15.00 ENTRY (DESIGNED FOR 3" RAIN FALL) 1 . ,58.84 ■ LL F R o�"1 ■ �� -- -/ 28.1 HOUSE: 1,185.00± Sq.Ft. X 0.25 X (1) = 296.25 Cu.Ft. M I N l m u ln 1 ■ tib'X 2nd STORY) WOOD p�£ pg 'PA V E�^�ENT• ■ CANTILEVER STEPS `� rl 296.25 Cu.Ft. : 42.24 = 7.01 VF REQ. ■ 2.0-OUT USE (1) 8'0"DIAMETER X 8'0"DEEP LEACHING DRYWELL, A WD�K lµ 'r�W�(��,w DW ® 0 PROVIDING 8.0 VF, CONNECTED WITH 4" PVC SDR 35. ■ PROPOSED DRYWELLS MuJ-r rT 9i61WA� ra PROPOSED SEE CALCULATIONS irI a 5pcc.) ` I cA n O µ� � I WATER LINE r 1 R 3 r� s � r r O 3 PROPOSED LIVE OF SILT JJJ FENCE AND STRAW BALE DIKE ' w -SEE DETAILS PAGE 2- FENCE I I� VACANT & LIGHTLY O.8W =-� WOODED LOT d DWELLING U I w 1000-033.00-03.00-TE 000-03 00-03 00 017.000 p LAND NOW OR FORMERLY T O II I JEROME MARTOCCHIA JR. - - BUILDING ENVELOPE CO SANDRA MARTOCCHIA �i W C' cl) z o w I C00 � FENCE 0 EROSION$SEDIMENT+C(3NTRCL§ 400.00 ��� �6� 24E Shall include bu t hot be firhited ib: A well maintained Cori§66tti6h thtrgiic0 FENCE I S 69°02'10" W 86.70 Wire Backed sift Fenc1q,§tabiHiaflofi 0.4E ��� L HYDT ti0h 5 Seeding Of exposed aNd � POLE EDGE OF PAVEMENT TC 18.3 CATCH TC 18.4 hof lHacfil%e sails. WATERM N a v M v BC 17.8 v v BASINS v BC 18.0 f f 05 X06/ G AGE IXSP€l"TIONS ARE REQ=Eo t50rt. NORTH ROAD t50ft. Contact TOS Engineering at 765-1560 before (C.R. 48) - (66ft. WIDE) Sackfill,OR:Provide Engineer's Certification �0 ±last the drainage has been installed to Code. EDGE OF PAVEMENT POLE POLE • POLE + + APPROVAL OF STORMWATER MANAGEMENI' CAROL P Nn Code- DWELLINGS Dates 7 r 236 NOTES: PUBLIC WATER bY: •ALL SURROUNDING DWELLINGS WITHIN 150.Oft. HAVE PUBLIC WATER. Approved •THERE ARE NO WELLS WITHIN 150.Oft. OF THE SUBJECT PROPERTY. • BUILDING ENVELOPE SETBACKS ACCORDING TO SECTION 100-224(NON CONFORMING LOTS)TOWN OF SOUTHOLD ZONING LAW. • EXISTING TREES THAT ARE IN HEALTHY CONDITION TO BE PRESERVED TO THE MAXIMUM EXTENT POSSIBLE. •MARK-OUT NOT DONE AT THIS TIME SURVEYOR IS NOT RESPONSIBLE FOR UNDERGROUND UTILITIES OR STRUCTURES. APPLICANT: DRAWING INFORMATION: MIKE WILLIAMS SCALE: 1"=30' 5 RENEE ROAD, SYOSSET, NT 11791 DRAWN BY: J.D.G. PHONE: (516)-367-3000 N FAX: (516)-750-1200 FILE No.: Q52-17 EMAIL: mwilliams®northshorefunding.com DATE: FEBRUARY 27, 2017 REVISED: MARCH 30, 2017 /,0 OF "E LISA MCQUIIMN SURVEY OF y A% � G'M P �� + LAND SURVEYING DESCRIBED PROPERTY f, 1- AT GREENPORT, TOWN OF SOUTHOLD, PROPERTY INFORMATION: -- SUFFOLK COUNTY, NEW YORK Y 274 EAST MAIN STREET SCTM: 1000-033.00-03.00-016.000 AREA: 19,526.59 Sq.Ft. = 0.4483 ACRES , ,4, * EAST ISLIP, N.Y_ 11730 ZONED R-40 RESIDENCE ``_�: TEL: 631-277-3605 ELEVATIONS IN NAVD88 DATUM ``'L0050211 ypQ FAX: 631-277-3906 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORE STATE EDUCATION LAW,COPIES OF THIS SURVEY MAP NOT BEARING THE LAND 0 OSSED SEAL ARE NOT CONSIDERED TO BE A TRUE YAf.[D COPY.DISTANCES SHOWN FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE,AND ARE NOT INTENDED TO GUIDE IN THE ERECTION OF FENCES OR OTHER STRUCTURES.CERTIFICATION[NOICT. DIr57fALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF,TO THE COMPANY OR AGENCIES LISTED HEREON AND TO TEIF.ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. PAGE loft 67625 C.R.48, GREENPORT A MAX.C.IO --.----_ '.'•• ;,t i - - ------�-_ �, FLOW - li`y , O� SLOPE FACE VERTICAL ii PERSPECTIVE VIEW �� BEDDING DETAIL 36"MINIMUM 2 X 2 FENCE POST ANGLE FIRST STAKE TOWARD PREVIOUSLY LAID BALE. WOVEN WIRE FENCE - _ - (6 X 6-10110 WWF) FLOW _ - z �- — FILTER CLOTH - at Ope EMBED FILTER CLOTH MIN.6"INTO GROUND __ BOUND HAY BALES 4'! PLACED ON CONTOUR NOTE: MAXIMUM DRAINAGE AREA2 RE-BARS: STEEL PICKETS OR 1'-=---------t- '- 2"X 2"STAKES 1.5'to 2' IN GROUND. 112 ACRE 1 100 LINEAR FEET DRIVE STAKES FLUSH WITH TOP OF MAY BALES. SECTION DETAIL ANCHORING DETAIL SILT FENCE DETAILS STRAW BALE DIKE DETAILS CHAPTER 236 ARIA- CHAPTER 236 D^ s STANDARD STORMWATER DETAILS ^RI I II„T � STANDARD STORMWATERDETAILS ,PN II ,FIM. Drawing #: SW-01 " "� Drawing #: SW-02 bFFGCTIVE 9x17;13 .> PUYra EFFECTIVE 9/1WI3 npuMpl-,s peA K„ MANHOLE D TAU ADE naw avRrwe CAST IRON INLET RAMS&SOLID RA qMW. COVER TO GRADE pO060 OD,, o a BRICK MAY BE UREINFORCED,4,000 PSI BODw000.000 00 cunP aRnv[c ppm IRON SGRATE&FTOT GURU INLET CONCRETE BEARING O� O fwreR cao+p SURFACE ELEVATIp00pAXIMUM OF12 IREINFORCED 4,OOD PSI PRECAST CONCRETE DCATCH BASIN DSTANDARD STEPSO 16-DC.-Twapo9Do6 00DD 'WASHED FRENCH DRAIN DETAIL STONE BEDDING p pMDu.p aaH.p.a M.eepp CURB INLET DETAIL Ape^ nple REINFORCED,4,OOG PSICRADC CAST IRON CURB INLET GRADE cpAren TRAFFIC BEARING GRATE&FRAME FApua GRADE CONCRETE SLAB BRICK MAY BE USED TO IIIA-11111 REINFORCED AGOG PSI --_ AD,NST CURB INLET CAST PRECAST CONCRETE 'rI{ IRON GRATE&FRAME TO CATCH BASIN 26- I MAXIMUM OF 12 INCHES MIN FROM 5'-0' DDmm®® 6' O TO 2v-o, ❑ ®®Rm DD ❑❑m® _ .p,.e. TMIN.6'WASHED _. SLAB DETAIL STONE BEDDING DDM cucpvwpwo T-I ®® REINFORCED iPAfTIC 13 60' g• BEARING CONCRETE SLAB NOTE RI-MESS AND AEINciepx anxoa0w.a1 IIIA AND TR FFIC L FOR SOR.YAND ENGINEER LOADING BY AN ENGINEER MAA STANDARD PRECAST CONCRETE CATCH BASIN Typical Section Co Leaching Pools 4X4 — T I OI (5 FEET TO 20 FEET IN DEPTH) GRASS SWALE DETAIL sal.M+s �t CHAPTER 236 9ATL 9 � � � CHAPTER 236 F STANDARD STORMWATER DETAILS II l.T A $ STANDARD STORMWATER DETAILS APPLI^,T *' �. Aga -TM 11 Drawing #: SW-03 Drawing #: SW-04 F.FFELTIVE 4117/13 nlN,xesS ,VBAC AI. EFFE(TIVF.-9/17117 NNt SS A O D +pxpTc eeAMpp sve h R 0 A D o §t eppcAMcw. apn.sa FR.Me m pare Q —— tea. I�III DDm®�� 11111= oD ®®® ppMx^.e..a. aka eK ❑Dm® X i lllll O NI ❑❑m z a D13m �eAaMp<pMp1313 m n � 9 z n m61. PpxaL.A illlll c o =_' A49Ma .} " 1 z _ T ical Section Leachin Pool 1 0 P Z 20 'MIN. MOT,OF PROPOSED POAD� ,'. m � --AIS fAEAIEp Scale: NTS 3 9&X ^ CHAPTER 236 p^T, 1�g ""T` � CHAPTER 236 STANDARD STORMWATER DETAILS ,,e.IP,.I STANDARD STORMWATER DETAILS11 ,PP NAA ` Drawing #: SW-05 M 1 f�°` Drawing #: SW-06 ;i-aMs EFFFC'TIVE9/17/17 n a x CFfGCTIV6 9117/13 PAGE 2of2 �6762�5C.R�.48, �GREE�NPOR�T DWELLING TEST HOLE BY: PUBLIC HATER MCDONALD GEOSCIENCE DATE: FEBRUARY 7, 2017 0 EL 18.6 1�O OL DARK BROWN LOAM. 1 ON THE MAP OF - EL 15.6 HOMESTEAD WAY ' ROCKCOVE ESTATES ML BROWN SILT. 6 6 I FILED: LUNE 11, 2001 EL 13.6 � ,� (50ft. HIDE) MAP No: 10637 SM BROWN SILTY SAND t50ft. WITH HEAVY GRAVEL. - EL 8.6 EDGE OF PAVEMENT � �`� �6�I OPEN SPACE SW BROWN FINE TO 1 COARSE SAND. 1000-033.00-03.00-019.019 ry LAND NOW OR FORMERLY - EL 1.0 N 69°02'10" E 108.5! FENCE THOS RATTLER SW TATER IN BROWN FINE 1.9N 0.5W EL -4.6 .00 `6� ��° ----�e LINE 400 C> z vm W p os O CCID 6 of n2 CQ O C\2 WDWELLING CONCRETE PIERS PUBLIC WATER TYPICAL o 0 0 0 _.20 e ._ 31.0 p 1000-033.00-03.00-015.000 O LAND NOW OR FORMERLYt9.8 5.6 _eB ^1t.4 JOSEPH h VIRGINIA TETRO CONCRETE FOUNDATION ' 4.7 FAQ T.O.FDTN 19.8 m a CELLAR 13.0 ENTRYWAY 15.0 58.0 22.4 27.0 U VZ.I 4. O ti cq FENCE 0.81 '~ (-DWELLING w PUBLIC WATER 1000-033.00-09.00-017.000 C� LAND NOW OR FORMERLY O JEROME MARTOCCIHA JR. SANDRA MARTOCCRIA � w � C\l w z a p FENCE 400.00 X'f �6 ,(b �,,� 0.3E FENCE 0.7N S 69002'10" W 86.70 0.4E -\'b POLE HYDT GTE WATER OF PAVEMENT TC 18.3 �-CATCH TC 18.4 M�JN BC 17.8 BASINS BC 18.0 V V V V V V V ,, V V V f f ±50n.. f NORTH ROAD t50ft. (C.R. 48) - (66ft. IMIDE) 0 EDGE OF PAVEMENT tib% POLE POLE • POLE t � DWELLINGS NOTES: PUBLIC WATER •ALL SURROUNDING DWELLINGS WITHIN 150.Oft. HAVE PUBLIC NATER. •THERE ARE NO WELLS WITHIN 150.Oft. OF THE SUBJECT PROPERTY. • BUILDING ENVELOPE SETBACKS ACCORDING TO SECTION 100-224(NON CONFORMING LOTS)TOWN OF SOUTHOLD ZONING LAZY. • EXISTING TREES THAT ARE IN HEALTHY CONDITION TO BE PRESERVED TO THE MAMIUM EXTENT POSSIBLE. • MARK-OUT NOT DONE AT THIS TIME. SURVEYOR IS NOT RESPONSIBLE FOR UNDERGROUND UIiIRI'IFS OR STRUCTURES. APPLICANT: DRAWING INFORMATION: MIKE WILLIAMS SCALE: 1"=30' 5 RENEE ROAD, SYOSSET, NT 11791 DRAWN BY: J.D.G. PHONE: (516)-367-3000 N FAX: (516)-750-1200 FILE No.: Q52-17 EMAIL: mwilliams®northshorefunding.com DATE: FEBRUARY 27, 2017 REVISED: MARCH 30, 2017 FDTN. LOCATION: JUNE 15, 2017 aF td Y SURVEY of G �G LISA McQUILKIN DESCRIBED PROPERTY Jti�� l`�r ♦ LAND SURVEYING + AT GREENPORT, TOWN of SOUTHOLD, PROPERTY INFORMATION: SUFFOLK COUNTY, NEW YORK «a 274 EAST MAIN STREET SCTM: 1000-033.00-03.00-016.000 AREA: 19,526.59 Sq.Ft. = 0.4483 ACRES EAST ISLIP, N.Y. 11730 ZONED "R-40" RESIDENCE �o� TEL: 631-277-3605 ELEVATIONS IN NAVD88 DATUM fc h0 050�� J'c. FAX: 631-277-3906 SSE 5v� TO UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURV R EMBOSSED SEAL ARE NOT CONSIDERED TO BE A TRUE VALID COPY.DISTANCES SHOWN FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE,AND ARE NOT INTENDED TO GUIDE IN THE ERECTION OF FENCES OR OTHER STRUCTURES.CERTIFICATION INDICTED HEREON SHALL RUN ONLY TO THE PERSON FOR REDWHOTHE SURVEY IS PREPARED AND ONS S BEHALF, M THE COMPANY OR AGENCIES LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. PAGE loft 67625 C.R.48, GREENPORT DWELLING TEST HOLE BY: PUBLIC RATER MCDONALD GEOSCIENCE DATE: FEBRUARY 7, 2017 o ti6 OL DDAARBI BROWN LOAM. 1 ON THE MAP OF - EL 15.6 HOMESTEAD WAY I ROCKCOVE ESTATES ML BROWN SILT 66 6 1 FUD: JUNE 11, 2001 - EL. 13.8 f tom. ;6� (50ft. NIDE) MAP No: 10637 SM BROWN SILTY SAND I I WITH HEAVY GRAVEL. EL 6.6 EDGE OF PAVEMENT 0� I OPEN SPBROWN FINE TO ACE SW ti COARSE SAND. i L 1 1000-033.00-03.00-019.019 LAND NOW OR FORMERLY - EL 1.0 N 69002'1 O" E i 108.57 FENCE I THOMAS RATTLER SW WATER IN BROWN FINE 1 I 1.9N TO COARSE SAND. 1 0.5W ---- EL -4.6 as 400,00 RAVEL j ��o MAP LINE 0 I , DRIVEWAY W O a i w ; TH C� _ r / C6 (Lp COD C\2 `'B QST / i i O 0 sA ✓� I i C\t h�i W V O DWELLING � PUBLIC WATER ��76t � , 30.7 "1000-033.00-03.00-015.000 1 O LAND NOW OR FORMERLY y13.9 , GARAGE O Ln V► O tea,,JOSEPH h VIRGINIA TETRO � ROGF 18.8 y /" F COMPOSITE PORCH I ^ Fty I J 2-STORY ►- O a r- C:) �� FRAME-STONE-VINYL RESIDENCE o FF 20.9-RG 47.5 ENTRANCE,- z {Vo: 1240 12.6x4.6 Qom, s: r 14.7 58.6. 6 1 �`47\7.1 STORY�2�STORY- ---f CANTILEVER CANTILEVER ��/ / 2.0-OUT 2.0-OUT B ? b I�WATER DR/ LINE 112 DWELLING E FENCfi EDGE OF 0.6W f CLBARINGJ PUBLIC WATER ��--\,- �^^,�" w 1000-033.00-03.00-017.000 LAND NOW OR FORMERLY JEROME MARTOCCHLk JR. { SANDRl MARTOCCHIA CQ o NATURAL VEGETATION eh O i PrN E 400.00 �6a �`°�' 0.3E FENCE I 0.7N S 69002'10" W 86.70 0.4E `O ,� POLE HYDT. ' nue OF PAVEMENT TC 18.3 CATCH Tr IH d WATER M�JN v "_ v BC 17.8 BASINS BC 18.0 4 v V V f t50ft. NORTH ROAD f t50f FFaKCCK1NTYoiP�AllTf1ENTOFHEALFF►SERvicES (C.R. 48) N (66ft. IMIDE) APPROVAL OF 00ld!MJCTED WORKS FOR A SfNCA E 9"Y 163MNCE EDGE OF PAVEMENT > >0' I NOy2 0 201'[ H.&AM No. - POLE t LE PALE The sewage d:spcs31 and waw a**ftioft as Udb Iowbon nave h:@'+ dJor CeFfified by ft sc"avencies,and toLp.d t. be sat ssfadory FOR A MAX111EN ��6 B1EDROOMS. DWELLINGS NOTES: PUBLIC WATER ' • WATER LINE LOCATION AS PER BUILDER. •ROOF DRYWELL INFORMATION & LOCATIONS AS PER BUILDER. � •SANITARY SYSTEM INFORMATION & LOCATIONS AS PER BUILDER. •ALL SURROUNDING DWELLINGS WITHIN 150.Oft. HAVE PUBLIC HATER. •THERE ARE NO WELIS WITHIN 150.0ft. OF THE SUBJECT PROPERTY. APPLICANT: DRAWING INFORMATION: SANITARY INFORMATION: MIKE WILLIAMSSCALE: 1"=30' •1,500 GALLON SEPTIC TANK.5 RENEE ROAD, SYOSSET, NT 11791 DRAWN BY: J.D.G. & R.K.H. -(2) 8'0"DIAMETER X 8'0"DEEP LEACHING POOLS. PHONE: (516)-367-3000 - FAX: (516)-750-1200 FILE No.: Q52-17 ROOF DRYWELL INFORMATION: EMAIL: mwilliams®northshorefunding.com DATE: FEBRUARY 27, 2017 -(1) 8'0"D TER X 8'0"DEEP LEACHING DRYWELL. REVISED: MARCH 30, 2017 FDTN. LOCATION: JUNE 15, 2017 SURVEY OF FINAL: OCTOBER 5, 2017 IL N G.M j�R LISA McQUILKIN 11 DESCRIBED PROPERTY �r + � SURVEYING + AY K AT GREENPORT, TOWN OF SOUTHOLD, PROPERTY INFORMATION: - - ------- SUFFOLK COUNTY, NEW YORK * 274 EAST MAIN STREET SCTM: 1000-033.00-03.00-016.000 AREA: 19,526.59 Sq.FL = 0.4483 ACRES f' 4 EAST ISLIP, N.Y. 11730 ZONED "R-40" RESIDENCE Noose �'� TEL: 631-277-3605 ELEVATIONS IN NAVD88 DATUM CEhSto L AND Sva FAX: 631-277-3906 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAR.COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED OR EMBOSSED SEAL ARE NOT CONSIDERED TO BE A TRUE VALID COPY.DISTANCES SHOWN FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE,AND ARE NOT INTENDED TO GUIDE IN THE ERECTION OF FENCES OR OTHER STRUCTURES.CERTIFICATION INDICTED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF,TO THE COMPANY OR AGENCIES LISTED HEREON AND TO T"g ASSIGNEES OF THE[ENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSHTUTIONS OR SUBSEQUENT OWNERS. 1240 HOMESTEAD WAY, GREENPORT DECISION 2000 REAL ESTATE SERVICES,INC. 30 WEST 11'I.AIN STREET-SUITE 204 RIVERHE,AD,NEW YORK 11.901. PE ONE 631-208-9003 FAX 631.-208-8208 VARIANCE SEARCH Title.No. 16.08-8705 County of S-xffolk) State of New York) This is to certify that Manuel Varveris is the owner of record of Tax Map No. Dis,rict 1.000 Section 033.00 Block 03.00 Lots 016.000 That he acquired title thereto by deed dated 6-28-2011 recorded 8-6-2012 in Liber 12701 ep 213. That we hav made a;search of to records in the Suffblk County Clerk's Office and find that neither the said owner mor an),predece;=.sor in title of the said premises owned contiguous property at any time since April 1, 1957 except as follows: WEST That the app[icant heroin does not own any contiguous property except-as follows: NONE This certific;Ltion is made with tb a intention of the reliance thereon by the Board of Appeals and/or Building De:aartment of the Tovm of Southold. The limit of liability older this certification for any reason whatsoever, whether based on contract or negligence,.hall not 6Keeed payment made and shall be confined to the applicant to whom this certificate is addressed.. Decision 2000 Real Estate Services, Inc. By -��.e,Y.s Caroly cPherson Sworn Before Me This 12th day of eptembez, 2016 Notary pu lic 1.0.9 00110 NotW'p�ipiie 3t0e-of N40W Yotk Quiilifi iRf[rsJ '0S�unty Nd,4) 1GR4,9a9ft.O GOtnthisslCJ i�cpues osrt0/2019 i ` T DECISION 2000 DEAL ESTATE SERVICES,INC. 30 WE,iT MAIN STREET-SUITE 204 RIVERHEAD,NEW YORK 11901 PHONE 631-208-9003 FAX 631-208-8208 Title No. 16-08-8705 SUBJECT F'IREMIS)E.S: Distract 1000 Section.033.00 Block 03.00 Lot 016.000 Arthur Lewi:;Moore and Deed John Alden Cools, as Trustees udder Dated: 4-20-1942 the Last, Will&Testament of Rec'd: 7-24-1942 William H.11, Moore, deceased Liber 2243 cp 486 To (Covers Premises &More) H. K.McCarn Note: H. K.. McCann died on 1'%.-21-1962 a resident of New York County Probate File No. P343- 1963 Morgan Gua.wity Trust Company of New Deed York,as Executor of the Estate of H. K. McCann Dated: 12-19-1963 late of City,County&State of New York Rec'd: 12-27-1963 To Liber 5474 cp 61 141S. Land 4�Development Corp. (Covers Premises&More) H.J.S. Land ck Development Corp. Deed To Dated: 1-29-1966 Oliian E. GiHersleeve Rec'd: 2-4-1966 Liber 5906 cp 403 (Covers Premises&More) 011ian E. Gil:iersleeve Deed To Dated: 3-4-1982 Manuel Gavias and Rec'd: 3-19-1982 Irene Gavras his wife Liber 9157 cp 268 Manuel Gavx as and Deed Irene Gavras his wife Dated: 8-4-1999 To Rec'd: 9-7-1999 CK Develops nest of N f,Ric. Liber 11987 cp 414 -CONTINUED- DECISI-ON 2000 REAL ESTATE SERVICES,INC. 30 WEST MAIN STREET-SUITE 204 RIVERHEAD,NEW YORK 11901 PHONE 631-208-9003 FAX 631-208-8208 Title No. 16-)8-8705 SUBJECT PREMISES CONTINUED: District 1000 Section 033.00 Block 03.00 Lot 016.000 CK.Development of NY,Inc. Deed To Dated: 10-25-2004 Petikas Buildmg Contractors Rec'd: 11-15-2004 Corporation fiber 12354 cp 802 Petikas Building Contmaors Deed Corporation Dated: 6-28-2011 To Rec'd: 8-6-2012 Manuel Varve.ris Liber 12701 cp 213 (LAST OWNER OF RECORD) -CONTINUED- DECISION 2000 ILEAL.ESTATE SERVICES,INC. 30 WEST MAIN STREET-SUITE 204 ItIVERHEAD,NEW YORK 11901 P110NE 631-208-9003 FAX 631-208-8208 Title No. 16-)8-8705 PREMISES NORTH: HO"14ESTEAD WAY PREMISES SOUTH: NO;EtTH LOAD (C.R. 48) (,A,/KJA Middle Road) -CONTINUED- DECISI(DN 2000 REAL ESTATE SERVICES,INC. 30 WEST MAIN STREET-SUITE 2.04 RIVERHEA D,NEW'Y'ORK 11.901 PHONE 631-208-9003 FAX 631-2088208 Title No. 16-08-8705 PREMISES WEST. District 1.000 Section 033.00 Block 03.00 Lot 015.000 .Arthur Lewi, Moore and Deed John Alden took, as Trustees u_ader Dated: 4-20-1942 the Last, Will&Testament of Rec'd: 7-24-1942 William H.11. Moore,deceased Liber 2243 cp 486 To (Covers Premises&More) H. K. McCaw to Note: H. K. McCann(lied on 1-2-21-1962 a resident of New York County Probate Pile No. P343- 1963 Morgan Gua;,arty Trust Company of New Deed York, as Bxe:,,utor Of the Estate of H. K. McCann Dated: 12-19-1963 late of City, County& State of New York Rec'd: 12-27-1963 TO Liber 5474 cp 61 H.J.S. Land ii Development Coip. (Covers Premises&More) H.J.S. Land 1t Development Co-1p. heed To Dated: 1-29-1966 011iau E. Gildersleeve Rec'd: 2-4-1966 Liber 5906 cp 403 (Covers Premises&More) 011iau E. Gil(lersleeve Deed To Dated: 11-10-1970 Edar O.Gilde;sleeve Rec'd: 11-13-1970 Liber 6837 cp 249 (Covers Premises &More) Edar O.Gildei sleeve Deed To Dated: 6-3-1982 Theo Harry Berdebes and Rec'd: 6-21-1982 Noula Berdebcs, his wire Liber 9199 cp 413 Theo Harry Bvrdebes and Deed Noula Berdebs, his wine Dated: 3-11-1996 To Rec'd: 3-19-1996 Craig M. Arm and Liber 11766 cp 478 Ruth Cornell -CONTINUED- DECISION 2000 REAL.ESTATE SERVICES,INC. 30 WEST MAIN STREET-SUITE 204 1tIVERHE.A%NEW YORK 11901 )WINE 631-208-9003 FAX 631-208-8208 Title No. 16-)8-8705 PREMISES WEST CONTIM."ED: District 1000 Section 033.00 Block 03.00 Lot 015.000 Craig NI. Am t and Deed Ruth Cornell Dated: 8-29-2000 To Rec'd: 11-13-2000 Cornell Properties East End, Inc. Liber 12083 cp 864 Cornell Properties East End, Inc. Deed To Dated: 1-2-2002 Joseph Tetro;Lnd Ree'd: 1-17-2002 Virginia Teta,his wife Liber 12163 cp 940 (LAST OWNER OF RECORD) -CONTINUED- DECISION 2000 REAL ESTATE SERVICES,INC. 30 WEST MAIN STREET"-SUITE 204 )RIVERHEAD,NEW YORI{ 11901 1`110NE 631-208-9003 FAX 631-208-8208 Title No. 16-08-8705 PREMISES EAST: District 1000 Section 033.00 Block 03.00 Lot 017.000 J Osmun W. Yung and Deed Mary D. Young, his wife Dated: 4-2-1907 To Rec'd: 4-15-1907 Monroe S. Burt Liber 619-cp 176 (Covers Premises &More) Note: Monro! S.Burt died on 9-25-1936 Probate File No. 446 P 1936 a resident of Suffolk County leaving propet ty to Earl C. Burt Jjs son. Note: Earl C.Burt died on 5,8-1()51 Probate File No. 329 P 1951 a resident of Suffolk County leaving propeaty to Mary, C. Burthis wife. Note: Mazy C. Burt died on 11-9.1963 Probate File No. 1410 P 1963 a resident of Suffolk County leaving property to Ed&ZT V. Burt. Deborah B. Bauer, as Executor of the Deed Last, Will&T:stament of Edgar V. Burt, Dated: 8-19-2004 deceased who,lied a resident of Suffolk County Rec'd: 9-22-2004 on 5-20-2003 Surrogates File No. 1314 P 03 Liber 12344 cp 712 To Elizabeth Main Elizabeth Main Deed To Dated: 10-5-2006 Jerome Martocchia, Jr. and Rec'd: 10-16-2006 Sandra Martocc hia,husband and wife Liber 12474 cp 124 (LAST,OWNER OF RECORD) Number of pages REMPDE0 2012 Aug 06 11:3035 AM JUDITH A. PASCAL+ CLERK OF This document will be public SUFFOLK COUNTY record. Please remove all L 000012701 Social Security Numbers P 213 prior to recording. OT# 12-00.756 Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps FEES Page/Filing Fee Mortgage Amt. 1. Basic Tax Handling 20. 00 2. Additional Tax TP-584 Sub Total Notation SpecJAssit. or EA-5217(County) Sub Total Spec./Add. EA-5217(State) TOT.MTG.TAX Dual Town Dual County— Held P.T S A. _w0_ Held for Appointment Comm.of Ed. 5. 00 Transfer Tax Affidavit ' Mansion Tax _ The property covered by this mortgage is Certified Copy or will be improved by a one or two NYS Surcharge 15. 00 fancily dwelling only. Sub Total YES or NO Other Q Grand Total V fO If NO,see appropriate tax clause on page# of ' s ent. 4 i�st� 12013562 1000 03300 0300 016000 JS —C—Ommunity iPresery tion Fund T Real Ptopett RDHO A Consideration Amount$ Tax eervia 2-JUN-1 Agency CPF ax Due $ Vealfiicatiol Improved 6 SatisfactionsMischarges/Releases List Property Owners Mailing Address {� RECORD&RETURN TO: scant Lan 10 �Xo--r- TD r..� owinr t TD �s •t�►N IW Mail to:Judith A. Pascale, Suffolk County Clerk 7 Title Company Information 310 Center Drive., Riverhead, NY 11901 Name www.suffolkeountyny.gov/clerk Tide# f g Suffolk County Recordin & Endorsement-Pa--e This page forms part of the attached t :made b ~ � Y (SPECIFY TYPE OF INSTRUMENT) The premises herein is situated in SUFFOLK COUNTY,NEW YORK. TO In the TOWN of VPwrr"J'�. ` In the VILLAGE or HAMLET of BOXES 6 THRU S MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. � � (over) PETUKAS BUILDING CONTRACTORS CORPORATION, GRANTOR and MANUEL VARVERIS, GRANTEE DEED IN LIEU OF FORECLOSURE ri -A0,2011 This instrument affects real and personal property situated,lying and being in the Town of Southold,County of Suffolk and State of New York. RECORD AND RETURN TO: Ruskin Moscou Faltischek,P.0 1425 RXR Plaza, East Tower, ISa'Floor Uniondale,NY 11556 Attn: David P. Leno,Esq. N'Y1$)9037.1) t 1 J DEED IN LIEU U OF FORECLOSURE THIS INDENTURE,made the o day of� 2011 BETWEEN PETIKAS BUILDING CONTRACTORS CORPORATION, having an office at 48 Maple Street,Farmingdale,N.Y,,party of the first part And MANUEL VARVERTS,having an address at P Or Bo�181,Plainview,N.Y.N11801 Party of the second part , WITNES)ETH, that the party of the first part, in consideration of Teri Dollars and other valuable consideration paid by the party of the second part, does hereby grant and release unto the party of the second part,the heirs or successors and assigns,forever, ALL THAT CERTAIN PLOT, PIECE OR PARCEL OF LAND, with the buildings and improvements thereon erected, situate, lying and being in the Town, of Southold, County of Suffolk and State of New York, more particularly described in Exhibit A (the "Land„ IT BEING the intention of the parties-that the aforementioned mortgage shall not merge into the fee interest conveyed hereby, but that such mortgage shall remain as a good and valid mortgage, separate and apart from any other interest of the party of the second part in the fee. THIS DEED is an absolute conveyance of title in effect as well as form and is not intended as a mortgage, trust conveyance or security of any kind. The consideration therefore is the full release of the parties of the first part from all debts, bonds, notes, Obligations, costs and charges heretofore subsisting on account and by the terms of the aforementioned mortgage, and by acceptance of this deed the party of the second part automatically grants such release. TOGETHER with all right,title and interest, if any, of the party of the first part in and to any streets and roads abutting the above described premises-to the center lines thereof, TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises; TO HAVE AND TO HOLO the premises herein granted unto the party of the second part, the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever, except as aforesaid. ::ODMAIPCDOCSU"_D0C15 044 70\1 AND the party of the first,in compliance with Section 13 of the Lien Law, covenants that the party of the first part will receive the consideratiozz for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement before using any of the total of the same for any other purpose. The word "party"shall be construed as if they read"parties whenever the sense of this indenture so requires. This conveyance is made in the regular course of business actually conducted by Grantor. The Premises does constitute all or substantially all of the assets of Grantor. The shareholders of Grantor have duly authorized Grantor's disposition of the Premises in accordance with Busiuess Corporation Law§ 909. IN WITNESS WHEREOF, Grantor has duly executed this Deed effective as of the Effective Date. PETYKAS BUILDING ONTRACTORS CORPORATION By: ODMMPCDOCSIRMF_DO05044701 (ACKNOWLEDGMENT'). STATE OF NEW YORK } ss.: COUNTY OF kI&1 } On the day ofin the year 2011, b Wrodw he un sib d, Notary Public in and for said State,personally appeared , personally known to me or proved to me on the basis of satisfactory evidence to be'the individual whose name is subscribed to the within instrument and acknowledged to me that she executed the same in her capacity, and that by her signature on the instrument, the individual, or the person upon behalf of which the individual acted, executed the instrument. Notary Public PAULA A.CORAVA Way Public,State Of New lfaik No.01COSOM88 &wined in Gum*CW* OMMW510n expkw.:11111 S 4 r. 4 ;A: r .i• ..,;�'��• Illy. i� ::01)MATCD0CS\RMF_D0C1904470\1 11111111111 I I III 111N I IIII 11111 IIID I111(Illl l 1111 Illi 111111 IIIII IIIII IIII Illi SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEED Recorded: 08/06/2012 Number of Pages: 6 At: 11:30 :38 AM Receipt Number : 12-0089142 TRANSFER TAX NUMBER: 12-00356 LIBER: D00012701 PAGE : 213 District: Section: Block: Lot: 1000 033.00 03 . 00 016.000 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $50, 000.00 Received the Following Fees For Above instrument Exempt Exempt Page/Filing $30. 00 NO Handling $20. 00 NO COE $5. 00 NO NYS SRCHG $15. 00 NO , EA-CTY $5.00 NO EA-STATE $250.00 NO TF-584 $5.00 NO Notation $0.00 NO Cert.Copies $0.00 NO RPT $60.00 NO Transfer tax $200.00 NO COmm.Pres $0.00 NO Fees Paid $590.00 TRANSFER TAX NUMBER: 12-00356 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County Town of Southold Building Department Town Hall Annex Building 54375 Route 25 Southold, NY 11971 Contacts: Sue >>(631) 765-1802 Also: Michael J.Verity, Chief Building Inspector Lot allowances and guidelines for improvements Set Backs 35'front yard and 35'for back yard (considered 2 fronts) Set Backs for side yard must be 10' minimum on one side and 25'total. i.e.- 10L+15R minimum or 12L+13R are examples Allowed 20% lot coverage including all improvements, pool,shed, deck,etc. Does not include driveway and concrete patio. Should have no problem at all building house we are thinking of. To issue Building permit "Need Single and Separate search completed—Run search now /S&S search DONE AND IS FINE Survey Health Department Approval Storm Water assessment (contain runoff) Septic permit /4 sets of plans ✓Building permit application /0 application ,/'8Idg permit cost-$250 ($200+$50 CO app) plus$.40 per sq ft of improvements eqece, GARY D. CANNELLA ASSOCIATES Wl__ M-11 __1' I 0 �J' AmWiteeft/Plannem 55 Knickerbocker Avenue BOHEMIA, NEW YORK 11716 L)ATL q S JOU NO (631) 563-5100A I 11-NI[ON FAX (631) 563-5102 TO bj WE ARE SENDING YOU Attached Under separate cover via ------the following items. Shop drawings = Prints F, Plans I- Samples Specifications Copy of letter Change order coplFs IX SCRIPTION W "2114 Lrm THESE ARE TRA SMITTED as checked below. OCT 1 5 2018 For approval = Approved as submitted Resubmit For your use Approved as noted Submit FMN�SOUMLD As requested Returned for corrections Return corrected prints For review and comment FOR BIDS DUE PRINTS RETURNED AFTER LOAN TO US REMARKS ----------- C41 AL­ks-Q4 't a C1t_CCr,`1-k bs G, T October 9rh, 2oi8 To: Southhold Building Dept. From: Louis Castellano Re: Building Permit #41629 l24o Homestead Way Greenport, New York ii944 Enclosed, please find the revised plans as requested by the Building Inspector. Also find the Final BOH, the Underwriters Cert. Can we please set up a final inspection. Thank you for all your help. 4"60t- ?m,D-D- Louis Castellano D [EC[EO'V[E DD OCT 1 5 2018 BUILDING D EM TOWN OF SOUTHOLD Castel-Group--.- - - 2693 Middle Country Road Lake Grove,New York11755 Cell: 516-924-8732 Office: 631-676-3663 Faa:63-676-3663 Email: Loucastellanol5@gmail.com FAX COVER SHEET FAX NUMBER TRANSMITTED TO: To: Of: From: Client/Matter: Date: D CIJ v ENTS.: NUMBER OF PAGES* COMMENTS: RD L Jl p -�- a Ti sem- M�.� �'(�, -� ��� �► •NOT COUNTING COVER SHEET.IF YOU DO NOT RECEIVE ALL PAGES,PLEAS$TELEPHONE US IMNffiDIATELY AT 631-676-3663. Certificate of Attestation of Exemption From New York State Workers' Compensation and/or Disability Benefits Insurance Coverage **This form cannot be used to waive the workers'compensation rights or obligations of any party.** The applicant may use this Certificate of Attestation of Exemption ONLY to show a government entity that New York State specific workers'compensation and/or disability benefits insurance is not required. The applicant may NOT use this form to show another business or that business's insurance carrier that such insurance is not required. Please provide this form to the government entity from which you are requesting a permit,license or contract. This Certificate will not be accepted by government officials one year after the date printed on the form. In the Application of Business Applying For: (Legal Entity Name and Address): Building Permit HOMESTEAD WAY LLC From:TOWN OF SOUTHOLD 5 RENEE ROAD SYOSSET,NY 11791 PHONE:516-367-3000 FEIN:XXXXX8651 The location of where work will be performed is 67625 CR48,GREENPORT,NY 11944. Estimated dates necessary to complete work associated with the building permit are from March 21,2017 to March 21,2018. The estimated dollar amount of project is over$100,000 Workers'Compensation Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE SPECIFIC WORKERS'COMPENSATION INSURANCE COVERAGE for the following reason: The applicant is a sole proprietor,LLC,LLP,PLLP,RLLP,partnership or a one or two person-owned corporation acting as a general contractor that only has independent contractors that meet the standards of the New York Construction Industry Fair Play Act(Section 861 of the New York State Labor Law). Disability Benefits Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE STATUTORY DISABILITY BENEFITS INSURANCE COVERAGE for the following reason: The business MUST be either: 1) owned by one individual; OR 2) is a partnership(including LLC,LLP,PLLP,RLLP,or LP) under the laws of New York State and is not a corporation; OR 3) is a one or two person owned corporation,with those individuals owning all of the stock and holding all offices of the corporation(in a two person owned corporation each individual must be an officer and own at least one share of stock); OR 4) is a business with no NYS location. In addition,the business does not require disability benefits coverage at this time since it has not employed one or more individuals on at least 30 days in any calendar year in New York State. (Independent contractors are not considered to be employees under the Disability Benefits Law.) I,JAMES M.WILLIAMS,am the Member with the above-named legal entity. I affirm that due to my position with the above-named business I have the knowledge,information and authority to make this Certificate of Attestation of Exemption. I hereby affirm that the statements made herein are true,that I have not made any materially false statements and I make this Certificate of Attestation of Exemption under the penalties of perjury. I further affirm that I understand that any false statement,representation or concealment will subject me to felony criminal prosecution,including jail and civil liability in accordance with the Workers'Compensation Law and all other New York State laws. By submitting this Certificate of Attestation of Exemption to the government entity listed above I also hereby affirm that if circumstances change so that workers'compensation insurance and/or disability benefits coverage is required,the above-named legal entity will immediately acquire appropriate New York State specific workers'compensation insurance and/or disability benefits coverage and also immediately furnish proof of that coverage on forms approved by the Chair of the Workers'Compensation Board to the government entity listed above. GN IjERE Signature• _ Date: ExemptionC' cafe N 80 umber 017 a j Rbo�ived j 20 ZkeVt g ; ='' i` NYS nation Board CUSTOMER FILEv"J�►C!:S1PII�IAQ 8"!=i READY MIX CONCRETE •CONCRETE BLOCK • REDI ROCK RETAINING WALLS 1843 MIDDLE ROAD, CALVERTON, NEW YORK 11933-1450 DISPATCH EXT.2 ON YARD: 1843 MIDDLE ROAD MAIN OFFICE:631-727-2317 BLOCK EXT.3 WAINSCOTT YARD:MONTAUK HIGHWAY FAX:631.7278211 ACCT'S REC EXT.101 S O JOB NO. L D DIRECTIONS: P.O. COLLECT: CHECK CASH CHARGE CARD PAID IN OFFICE DAZE DEL PKUP HGE C.00 ANY CONCRETE ON THIS TICKET CONTAINS CORRECT TICKET NO WATER CONTENT FOR STRENGTH OF MIX INDICATED. WE DO NOT ASSUME RESPONSIBILITY FOR STRENGTH TEST WHEN WATER IS ADDED. OUANTITY .FORMULA NO. DESCRIPTION UNIT PRICE TOTAL ED _ OCT 1 5 ?818 B ING DFPTT- __.- TOWN F SOMOLD POURED AT INCH SLUMP ANp ACCEPTED VISIT OUR WEBSITE FOR SPECIALS WWW.SUFFOLKCEMENT.COM AN UNLOADING TIME OF 5 MINUTES PER YARD WILL BE ALLOWED, AN OVERTIME CHARGE AT THE RATE OF HOUR WILL BE ADDED. LATE TOTAL$ STATE 8 COUNTY AFTER ARRIVAL OF TRUCK ON JOB SITE, THE CONCRETE CEMENT m FINE AGGS THEN BECOMES CUSTOMERS RESPONSIBILITY CURB COARSE GALLS WATER DELIVERY ONLY. IF ORDERED TO CROSS OVER CURB AGGS a ADDED ON SITE TRUCKS DO SO AT CUSTOMER'S RISK OF ANY AND ALL ONPOUR IFINISH DAMAGE THAT MAY OCCUR _ JOB - I FOUR X RECEIVED BY DRIVER X �! -% TRUCK SEE REVERSE SIDE FOR ADDITIONAL INFORMATION C A U T 1 O N Sawing or grinding of concrete masonry C A U T I O N MAY CAUSE SKIN IRRITATION OR INJURY TO EYES. units may result in the release of dust particles which could cause CONTAINS PORTLAND CEMENT FRESHLY MIXED CEMENT, MORTAR. minor eye or nose irritation if proper protective equipment is not CONCRETE OR GROUT MAY CAUSE SKIN IRRITATION AVOID CONTACT in place The use of a NIOSH approved respirator and tight fitting WITH SKIN WHERE POSSIBLE AND WASH EXPOSED SKIN AREAS PROMPTLY goggles is recommended when sawing or grinding operations WITH WATER. IF ANY CEMENT OR CEMENT MIXTURES GET INTO THE EYE, are in progress. RINSE IMMEDIATELY AND REPEATEDLY WITH WATER AND GET PROMPT MEDICAL ATTENTION KEEP OUT OF REACH OF CHILDREN CUSTOMER FILE ALL SALES FINAL READY MIX CONCRETE • CONCRETE BLOCK • RED[ ROCK RETAINING WALLS 1843 MIDDLE ROAD, CALVERTON. NEW YORK 11933-1450 A I89LA!i DISPATCH EXT.2 ON YARD: 1843 MIDDLE ROAD MAIN OFFICE.631-727.2317 BLOCK EXT.3 ,r WAINSCOTT YARD: MOtN AUK HIGHWAY FAX:631.727.6211 ACCT'S REC EXT.101 0 JOB NO. D I it=i�, �7 r j �. DIRECTIONS: P.O. COLLECT: CHECK CASH CHARGE CARD PAID IN OFFICE DATE DEL. I PKUP ICHGE.C.o.D. ANY CONCRETE ON THIS TICKET CONTAINS CORRECT TICKET NO. WATER CONTENT FOR STRENGTH OF MIX INDICATED WE DO NOT ASSUME RESPONSIBILITY FOR STRENGTH TEST WHEN WATER IS ADDED. QUANTITY FORMULA NO. DESCRIPTION UNIT PRICE TOTAL POURED AT INCH SLUMP VISA- AND ACCEPTED VISIT OUR WEBSITE FOR SPECIALS WWW.SUFFOLKCEMENT.COM AN UNLOADING TIME OF 5 MINUTES PER YARD WILL BE ALLOWED, AN OVERTIME CHARGE AT THE RATE OF HOUR WILL BE ADDED. LATE TOTAL S STATE 8 COUNTY AFTER ARRIVAL OF TRUCK ON JOB SITE, THE CONCRETE CEMENT # FINE AGGS # THEN BECOMES CUSTOMERS RESPONSIBILITY CURB COARSE GALLS WATER DELIVERY ONLY IF ORDERED TO CROSS OVER CURB AGGS x ADDED ON SITE TRUCKS DO SO AT CUSTOMER'S RISK OF ANY AND ALL Ov (POUR (FINISH I DAMAGE THAT MAY OCCUR. JOB ti POUR C x ' DRIVER X `� TRUCK RECEIVED 8Y SEE REVERSE SIDE FOR ADDITIONAL INFORMATION C A U T I O N Sawing or grinding of concrete masonry C A U T I O N MAY CAUSE SKIN IRRITATION OR INJURY TO EYES units may result in the release of dust particles which could cause CONTAINS PORTLAND CEMENT FRESHLY MIXED CEMENT. MORTAR, minor eye or nose irritation it proper protective equipment is not CONCRETE OR GROUT MAY CAUSE SKIN IRRITATION AVOID CONTACT in place. The use of a NIOSH approved respirator and tight fitting WITH SKIN WHERE POSSIBLE AND WASH EXPOSED SKIN AREAS PROMPTLY goggles is recommended whoa sawing or grinding operations WITH WATER. IF ANY CEMENT OR CEMENT MIXTURES GET INTO THE EYE, are in progress RINSE IMMEDIATELY AND REPEATEDLY WITH WATER AND GET PROMPT MEDICAL ATTENTION.KEEP OUT OF REACH OF CHILDREN CUSTOMER FILE ALL SALES FINAL of f o lk READY MIX CONCRETE - CONCRETE BLOCK • REDI ROCK RETAINING WALLS 1843 MIDDLE ROAD, CALVERTON, NEW YORK 11933-1450 • • DISPATCH EXT-2 CALVERTON YARD: 1843 MIDDLE ROAD MAIN OFFICE:631.727.2317 BLOCK EXT.3 WAINSCOTT YARD:MONTAUK HIGHWAY FAX:631-727-6211 ACCT'S REC EXT-101 0 JOB NO. D I DIRECTIONS: P.O. # I -T COLLECt: - 1"CHtCK ° CASH CHARGE OARD PAID IN'OFFICE DATE DEL IPKUP HGE.C-O D. ANY CONCRETE ON THIS TICKET CONTAINS CORRECT TICKET NO WATER CONTENT FOR STRENGTH OF MIX INDICATED WE DO NOT ASSUME RESPONSIBILITY FOR STRENGTH TEST WHEN WATER IS ADDED. QUANTITY FORMULA NO. DESCRIPTION UNIT PRICE TOTAL POURED AT INCH SLUMP VISA AND ACCEPTED VISIT OUR WEBSITE FOR SPECIALS W WW.SUFFOLKCEMENT.COM AN UNLOADING TIME OF 5 MINUTES PER YARD WILL BF ALLOWED,-AN OVERTIME CHARGE AT THE RATE OF HOUR WILL BE ADDED, LATE TOTAL$ STATE&COUNTY AFTER ARRIVAL OF TRUCK ON JOB SITE, THE CONCRETE_ CEMENT A' FINE AGGS r THEN BECOMES CUSTOMERS RESPONSIBILITY CURB COARSE GALLS WATER DELIVERY ONLY IF ORDERED TO CROSS OVER CURB AGGS x ADDED ON SITE TRUCKS DO SO AT CUSTOMER'S RISK OF ANY AND ALL ON POUR FINISH DAMAGE THAT MAY OCCUR. JOB (. - IPOUR RECEIVED BY ,�, DRIVER X .T" r" TRUCK` SEE REVERSE SIDE FOR ADDITIONAL INFORMATION_-- C A U T I O N Sewing or grinding of concrete masonry C A U T I O N MAY CAUSE SKIN IRRITATION OR INJURY TO EYES. units may result in the release of dust particles which could cause CONTAINS PORTLAND CEMENT FRESHLY MIXED CEMENT MORTAR, minor eye or nose Irritation if proper protective equipment is not CONCRETE OR GROUT MAY CAUSE SKIN IRRITATION AVOID CONTACT in place. The use of a NIOSH approved respirator and tight fining WITH SKIN WHERE POSSIBLE AND WASH EXPOSED SKIN AREAS PROMPTLY goggles is recommended when sawing or grinding operations WITH WATER. IF ANY CEMENT OR CEMENT MIXTURES GET INTO THE EYE. are In progress RINSE ININIEDIATELY AND REPEATEDLY WITH WATER AND GET PROMPT MEDICAL ATTENTION,KEEP OUT OF REACH OF CHILDREN LUSTDt!IER FILE ALL SALES FINAL Uf f o lk READY MIX CONCRETE •CONCRETE BLOCK • REDI ROCK RETAINING WALLS 1843 MIDDLE ROAD, CALVERTON, NEW YORK 11933-1450 :0191111101C DISPATCH EXT.2 CALVERTON YARD: 1843 MIDDLE ROAD MAIN OFFICE:631-72 -2317 BLOCK EXT.3 WAINSCOTT YARD:MONTAUK HIGHWAY FAX:631-727.6211 ACCT'S REC EXT.101 0 L JOB NO. D DIRECTIONS: P.O. # COLLECT: CHECK CASH CHARGE CARD PAID IN OFFICE DATE _ DEL PKILIPICHISEICOD ANY CONCRETE ON THIS TICKET CONTAINS CORRECT TICKET NO WATER CONTENT FOR STRENGTH OF MIX INDICATED WE DO NOT ASSUME RESPONSIBILITY FOR STRENGTH e TEST WHEN WATER IS ADDED QUANTITY FORMULA NO. DESCRIPTION UNIT PRICE TOTAL 1 , I I ' f POURED AT INCH SLUMP y� AND ACCEPTED VISIT OUR WEBSITE FOR SPECIALS WWW.SUFFOLKCEMENT.COM AN UNLOADING TIME OF 5 MINUTES PER YARD WILL BE ALLOWED, AN OVERTIME CHARGE AT THE RATE OF HOUR WILL BE ADDED. LATE TOTAL$ STATE&COUNTY AFTER ARRIVJL OF TRUCK ON JOB SITE, THE CONCRETE CEMENT a FINE AGGS a THEN BECOP.AES CUSTOMERS RESPONSIBILITY CURB COARSE GALLS WATER DELIVERY 014LY IF. TO CROSS OVER CURB AGGS a ADDED ON SITE TRUCKSp Al"—rl1STOMER'S RISK OF ANY AND ALL ON POUR, FIrnSH DAMAGPT-HILT;Y'OCCUR JOB I POUR X DRIVER X TRUCK :� {' RECEIVED BY T � i SEE REVERSF,SIDE FOR ADDITIONAL INFORMATION C A U T 1 O N Sawing or grinding of concrete masonry C �..+- � MAY CAUSE SKIN IRRITATION OR INJURY TO EYES ,units may result in the release of dust particles which could cause CONTATINIS PORTLAND CEMENT FRESHLY MIXED CEMENT. MORTAR, minor eye or nose irritation it proper protective equipment is not CONCRETE OR GROUT MAY CAUSE SKIN IRRITATION AVOID CONTACT in place The use of a NIOSH approved respirator and tight fitting WITH SKIN WHERE POSSIBLE AND WASH EXPOSED SKIN AREAS PROMPTLY goggles is recommended when sawing or grinding operations WITH WATER. IF ANY CEMENT OR CEMENT MIXTURES GET INTO THE EYE, are in progress. RINSE IMMEDIATELY AND REPEATEDLY WITH WATER AND GET PROMPT MEDICAL ATTENTION.KEEP OUT OF REACH OF CHILDREN. CUSTOMER FILE ALL SALES FINAL off o lk READY MIX CONCRETE • CONCRETE BLOCK • REDI ROCK RETAINING WALLS 1843 MIDDLE ROAD. CALVERTON. NEW YORK 11933-1450 + I � t DISPATCH EXT.2 CALVERTON YARD: 1843 MIDDLE ROAD MAIN OFFICE:631-727.2317 BLOCK EXT.3 WAINSCOTT YARD:MONTAUK HIGHWAY FAX:631.727.6211 ACCT'S REC Ext 101 S r' 0 JOB NO. L D DIRECTIONS: P.O. COLLECT: CHECK CASH CHARGE CARD PAID IN OFFICE DATE DEL PKUP CHGE C O.D. ANY CONCRETE ON THIS TICKET CONTAINS CORRECT TICKET NO WATER CONTENT FOR STRENGTH OF MIX INDICATED WE DO NOT ASSUME RESPONSIBILITY FOR STRENGTH TEST WHEN WATER IS ADDED OUANTITY ' FORMULA NO DESCRIPTION UNIT PRICE TOTAL _ i I I POURED AT INCH SLUMP VISA AND ® ACCEPTED VISIT OUR WEBSITE FOR SPECIALS WWW.SUFFOLKCEMENT.COM +.. LOADING T1 1ME OF 5 MINOTEI$ PER YARDAWIL4 BE ALLOWED, AN OVERTIME CHARGE AT THE RATE i , OF HOUR WILL BE ADDED. LATE TOTAL$ STATE R COUNTY AFTER ARRIVAL OF TRUCK ON JOB SITE, THE CONCRETE CEMENT a FINE AGGS a THEN BECOMES CUSTOMERS RESPONSIBILITY CURB COARSE GALLS WATER DELIVERY ONLY IF ORDERED TO CROSS OVER CURB AGGS — # ADDED ON SITE TRUCKS DO SO AT CUSTOMER'S RISK OF ANY AND ALL ON I POUR FINISH ( DAMAGE THAT MAY OCCUR. JOB PnUR DRIVER X ' � � TRUCK X RECEIVED BY SEE REVERSE SIDE FOR ADDITIONAL INFORMATION C A U T 10 N Sawing or grinding of concrete masonry C A U T I O N MAY CAUSE SKIN IRRITATION OR INJURY TO EYES. units may result in the release of dust particles which could cause CONTAINS PORTLAND CEMENT FRESHLY MIXED CEMENT, MORTAR, minor eye or nose irritation if proper prolective equipment is not CONCRETE OR GROUT MAY CAUSE SKIN IRRITATION. AVOID CONTACT in place. The use of a NIOSH approved respirator and tight fining WITH SKIN WHERE POSSIBLE AND WASH EXPOSED SKIN AREAS PROMPTLY goggles is recommended when sawing or grinding operations WITH WATER. IF ANY CEMENT OR CEMENT MIXTURES GET INTO THE EYE, are in progress. RINSE IMMEDIATELY AND REPEATEDLY WITH WATER AND GET PROMPT MEDICAL ATTENTION.KEEP OUT OF REACH OF CHILDREN. REScheck Software Version 4.6.3 Compliance Certificate Project Proj.#16.85 Energy Code: 2015 IECC Location. Greenport, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area. 2,748 ft2 Glazing Area 16% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site- Owner/Agent: Designer/Contractor: Greenport, NY NY GARY D. CANNELLA ASSOCIATES 55 Knickerbocker Ave. Bohemia, NY 11716 631-563-5100 cannellaassoc@optonline.net Compliance: 8.6%Better Than Code Maximum UA. 456 Your UA. 417 Maximum SHGC. 0.40 Your SHGC. 0.27 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling 1. Flat Ceiling or Scissor Truss 1,102 19.0 30.0 0.020 22 Ceiling 2 Cathedral Ceiling(no attic) 612 30.0 0.0 0.034 20 Skylight 1 Vinyl Frame:Double Pane with Low-E 14 0.520 7 SHGC. 0.39 Wall 1 Wood Frame, 16" o c. 2,828 21.0 0.0 0.057 131 Window 1. Vinyl Frame:Double Pane with Low-E 431 0.350 151 SHGC: 0.27 Door 1• Solid 63 0.290 18 Door 2• Glass 33 0.350 12 SHGC: 0.27 Floor 1. All-Wood Joist/Truss:Over Unconditioned Space 1,595 30.0 0.0 0.033 53 Floor 2: All-Wood joist/Truss.Over Outside Air 97 300 0.0 0.033 3 Project Title. Proj.#16.85 Report date- 02/21/17 Data filename \\FS1\Shared\GDC FOLDER\GDC 16 PROJECTS\16.85 WILLIAMS GREENPORT\RES Page 1 of 2 CHECK\2.21.17\16.85 GREENPORT SPEC 2.21.17.rck Compliance Statement. The proposed building design d c yt i he building plans, specifications, and other calculations submitted with the permit application.The di b ed to meet the 2015 IECC requirements in REScheck Version 4.6.3 and to comply with the mandatos.� d n heck Inspection Checklist. C4 .8 Nam -Title date Project Title: Proj.#16.85 Report date: 02/21/17 Data filename \\FS1\Shared\GDC FOLDER\GDC 16 PROJECTS\16.85 WILLIAMS GREENPORT\RES Page 2 of 2 CHECK\2.21.17\16.85 GREENPORT SPEC 2.21.17.rck 2015 IECC Building UA Compliance Property Organization HERS Michael Williams Radiant Insulation Systems Projected Rating Lot 67.625 Homestead Way 631-924-0500 2017-02-07 Greenpot, NY 11944 Anthony Jones Rating No:5 RaterID:3808022 Weather:Riverhead, NY Builder Malibu Lou Castellano Jones-Anthony-Homested-Project ed.blg Elements Insulation Levels 2015 IECC As Designed Shell UA Check Ceilings: 48.4 52.9 Above-Grade Walls: 169.6 163.7 Windows and Doors: 163.7 135.4 Floors Over Garage: 7.9 7.0 Floors Over Ambient: 3.7 3.2 Floors Over Uncond Basement: 72.8 64.6 Overall UA(Design must be equal or lower): 466.1 426.8 Mandatory Requirements Shell UA Check PASSES Duct Insulation R-Value Check (per Section 403.3.1) PASSES Window U-Value and SHGC Check (per Section 402.5) PASSES Home Infiltration (Section 402.4.1.2) PASSES Duct Testing (Section 403.3.3) PASSES Mechanical Ventilation (Section 403.6) PASSES Mechanical Ventilation Fan Efficacy(Section 403.6.1) PASSES Mandatory Requirements Check Box (2015 IECC) PASSES This home MEETS the overall thermal performance requirements and verifications of the International Energy Conservation Code based on a climate zone of 4A. (Section 402, International Energy Conservation Code, 2015 edition.) In fact, this home surpasses the requirements by 8.4%. Name Anthony Jones Signature .cq�td ,d Organization Radiant Insulation Systems Date 7 Februarydw REM/Rate - Residential Energy Analysis and bating Software v15.3 This information does not constitute any warranty of energy cost or savings. 0 1985-2016 Noresco, Boulder, Colorado. 2015 IECC Energy Cost Compliance Property Organization HERS Michael Williams Radiant Insulation Systems Projected Rating Lot 67.625 Homestead Way 631-924-0500 2017-02-07 Greenpot, NY 11944 Anthony Jones Rating No:5 RaterID:3808022 Weather:Riverhead, NY Builder Malibu Lou Castellano Jones-Anthony-Homested-Project Annual Energy Cost $/yr 2015 IECC As Designed Heating 817 804 Cooling 299 238 Water Heating 206 205 SubTotal- Used to Determine Compliance 1322 1247 Lights&Appliances 1393 1289 Photovoltaics -0 .0 Service Charge 48 48 Total 2763 2584 Mandatory Requirements Annual Energy Cost Check PASSES Duct Insulation R-Value Check (per Section 405.2) PASSES Window U-Value and SHGC Check (per Section 402.5) PASSES Home Infiltration (Section 402.4.1.2) PASSES Duct Testing (Section 403.3.3) PASSES Mechanical Ventilation (Section 403.6) PASSES Mechanical Ventilation Fan Efficacy (Section 403.6.1) PASSES Mandatory Requirements Check Box (2015 IECC) PASSES This home MEETS the annual energy cost requirements of Section 405 of the 2015 International Energy Conservation Code based on a climate zone of 4A. In fact, this home surpasses the requirements by 5.7%. Name Anthony Jones Signature 40,6& Organization Radiant Insulation Systems Date 7 February 2,4'17 In accordance with IECC, building inputs, such as setpoints, infiltration rates, and window shading may have been changed prior to calculating annual energy cost. Furthermore, the standard reference design HVAC system efficiencies are set equal to those in the design home as specified in the 2015 IECC. These standards are subject to change, and software updates should be obtained periodically to ensure the compliance calculations reflect current federal minimum standards. REM/Rate- Residential Energy Analysis and Rating,Software v15.3 This information does not constitute any warranty of energy cost or savings. © 1985-2016 Noresco, Boulder, Colorado. I ■ 2015 IECC R-406 Projected Energy Raflng Index Report Property Organization Energy Rating Index Information Builder: Lou Castellano Company: Radiant Insulation Systems Projected Rating Address: Lot 67.625 Homestead Way Phone: 631-924-0500 Rating No:5 Greenpot, NY 11944 Rater: Anthony Jones Rater ID:3808022 Date Rated: 2017-02-07 HERS"Index Estimated Annual Energy Consumption* n More Energy Rated Home Calculated Rated Home Cost ($/yr) 150Energy Use (MBTU) 140 Heating 63.2 689 Existing 130 Homes 120 Cooling 2.1 138 110 Water Heating 10.6 95 Standard New Home PP 100 Lights li Appliances 24.4 1289 ..90 Photovoltaics -0.0 -0 e0 70 Total 100.3 2258 60 54 *Based on standard operating conditions 50 40 ERI with PV: 54 30 20 ERI without PV 54 Zero Energy 10 Home Annual Estimates Less Energy Electric(kWh): 6714 CO2 Emissions(Tons): 7 Propane(Gallons): 848 Energy Savings ($)**: 1213 **Based on the 2015 IECC Energy Rating Index Reference Design Home Maximum Energy Rating Index: 54 This Home's Energy Rating Index: 54 PASS This home MEETS the Energy Rating Index Score requirements of Section 406 of the 2015 Internation Energy Conservation Code based on a climate zone of 4A. In addition to the Energy Rating Index other mandatory measures must be met. (See Mandatory Requirements on second page.) Name Anthony Jones Signature .tQrLZ�Ld /ZQ.2 Organization Radiant Insulation Systems Date 7 February 20+17 Provider Data and Seal Energy Consultant Radiant Insulation Systems 390 Middle Country Rd Middle Island, NY 11953 631-924-0500 631-879-2851 To determine if a provider is properly accredited go to : www.resnet.us/professional/programs/search_directory REM/Pate - Residential Energy analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. © 1985-2016 Noresco, Boulder, Colorado. 406 Projected ■ ■ 2015 IECC .. Energy Rating Index Report• Climate Zone 4A Mandatory Requirements - Requires Field Confirmation Provision Number Topic Compliance Decision 2009 IECC Table Building thermal envelope minimum insulation levels and maximum fenestration PASS 402.1.1 or 402.1.3 U-factor and SHGC R401.3 Post a permanent certificate listing the level of efficienceies installed in the Certificate required for house CO R402.4 Envelope air leakage maximum leakage rate (3 ACH50 for CZ3-8) PASS R402.4.1/Table Comply with air sealing and insulation requirements in Table R402.4.1.1 Checklist required for CO R402.4.1.1 R402.4.4 Rooms containing fuel-burning appliances R402.5 Maximum fenestration U-factor and SHGC PASS I R403.1.2 Heat pump controls " R405.2 Ducts outside of conditioned space to be insulated to a minimum of R-6 PASS R403.3.2 Duct sealing on all ducts R403.3.3 Duct testing for ducts in unconditioned space N/A R403.3.5 Building cavities not used as ducts R403.5.1 Heated water circulation and temperature maintenance systems comply R403.5.3 Hot water pipe insulated to R-3 PASS* R403.6 Mechanical ventilation meeting the requirements of the IRC or IMC. Outdoor air and exhaust dampers installed R403.7 ACCA Manual J and S conducted for all heating and cooling systems ACCA Forms Required for permit R403.8 Systems serving multiple dwelling units to meet the mechanical requirements of Does Not Apply the IECC commercial R403.9 Snow melt and ice system controls installed where applicable R403.10 Pools and permanent spa energy consumption meet requirements for heaters, time clocks and covers R403.11 Portable spas meet the requirements of APSP-14 R404.1 High efficacy lights installed in 75%of permanently installed fixtures PASS *Rater has verified that all systems are in compliance with IECC rules. REM/Rate- Residential Energy Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. © 1985-2016 Noresco, Boulder, Colorado. Page 2 of 2 RESNET Hon. e Energy �- a, For home located at: Lot 67.625 Homestead Way City: Greenpot State: NY 1. ® The Rater or Rater's employer is receiving a fee for providing the rating on this home. 2. ❑ In addition to the rating, the Rater or Rater's employer has also provided the following consulting services for this home. A. Mechanical system design B. Moisture control or indoor air quality consulting C. Performance testing and/or commissioning other than required for the rating itself D. Training for sales or construction personnel E. Other (specify below) 3. E The Rater or Rater's employer is: E A. The seller of this home or their agent B. The mortgagor for some portion of the financial payments on this home C. An employee, contractor or consultant of the electric and/or natural gas utility serving this home 4. K/I The Rater or Rater's employer is a supplier or installer of products, which may include: Installed in this home by: OR is in the business of: HVAC Systems Rater Employer Rater Employer Thermal Insulation Systems Rater Employer Rater X Employer Air sealing of envelope or duct systems Rater Employer Rater X Employer Windows or window shading systems Rater Employer Rater Employer Energy efficient appliances Rater Employer Rater Employer Construction (builder, developer, construction contractor, etc.) Rater Employer Rater Employer Other(specify below): Rater Employer Rater Employer I attest that the above information is true and correct to the best of my knowledge. As a Rater or Rating Provider I abide by the rating quality control provisions of the Mortgage Industry National Home Energy Rating Standard as set forth by the Residential Energy Services Network (RESNET). The national rating quality control provisions of the rating standard are contained in Chapter One 4.C.8. of the standard and are posted at http://resnet.us/standards/RESNET_Mortgage_Industry_National_HERS_Standards.pdf. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. X Anthony Jones 3808022 Rater's Printed Name Certification# February 07, 2017 Rater's Signa re 9 Date RESNET Form 0300-2 REMiRate- Residential Energy Analysis and bating Software v15.3 This information does not constitute any warranty of energy cost or savings. © 1985-2016 Noresco, Boulder, Colorado. Manual S Compliance Report Job: AJ-2017-006 - - wrightsofta Date: Feb 02,2017 Entire House By: Anthony Jones BDR Management Plan: 16.85 245 Ronkonkama Ave,Ronkonkama,NY 11779 Phone:631-738-7374 Project • • For- Williams, Castel Group Lot 67.625 Homestead Way, Greenport, NY 11944 Phone: 516-367-3000 Web: www.goldcoasthomesandestates.com Cooling Equipment Design Conditions Outdoor design DB 84.3°F Sensible gain: 19762 Btuh Entering coil DB. 78.1°F Outdoor design WB. 71.7°F Latent gain: 4426 Btuh Entering coil WB. 64.5°F Indoor design DB 75.0°F Total gain: 24188 Btuh Indoor RH 50% Estimated airflow 871 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer Rheem Model: RA1630AJ1NBRHC+RCF3617STAVUA+R97VA060M317USA Actual airflow 871 cfm Sensible capacity: 23925 Btuh 121% of load Latent capacity* 4480 Btuh 101% of load Total capacity, 28405 Btuh 117% of load SHR- 84% Heating Equipment Design Conditions Outdoor design DB 15.7°F Heat loss. 35227 Btuh Entering coil DB- 61.0°F Indoor design DB 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop furnace Manufacturer Rheem Model: R96VA0402317MSARHC Actual airflow 871 cfm Output capacity: 41000 Btuh 116% of load Temp. rise: 50 °F Meets are all requirements of ACCA Manual S. 2017-Feb-06 20:35:53 wrightsoft° Right-Suite®Universal 2017 17 0.17 RSU25329 Page 1 /CC .cuments\Wrightsoft HVAC\Homestead-Greenport.rup Calc=MJ8 Front Door faces:SE DHW Report Job: AJ-2017-006 wrightsoft' p Date: Feb 02,2017 Entire House By: Anthony Jones BDR Management Plan: 16.85 245 Ronkonkama Ave,Ronkonkama,NY 11779 Phone 631-738-7374 Project • • For- Williams, Castel Group Lot 67.625 Homestead Way, Greenport, NY 11944 Phone: 516-367-3000 Web: www.goldcoasthomesandestates.com Design Occupants Not occupied during the day Age Number Dishwasher 0-5 0 Clothes washer 6-13 2 Additional use (gpd) 0 14-59 2 Setpoint(°F) 120 60+ 0 Daily use (gpd) 55 Propane instantaneous (0 gal, 0.89 EF) Manufacturer Bosch Water Heating Trade name Pro Tankless Energy factor 0.89 Model GWH C 800ES NG Input(Ml3tuh) 0.2 AHRI ref. number 364106 1st hour(gpm) 5 Recovery eff. (%) 89 2017-Feb-06 20:35:53 wrightSOft° Right-Suite®Universal 2017 17.0.17 RSU25329 Page 1 ACCK cuments\Wrightsoft HVAC\Homestead-Greenport.rup Calc=MJ8 Front Door faces:SE Form Residential - RIPER 1 ACCK for HVAC System Design 15 Mar 09 if:ATiYKYY"Xj ill YC3alFi:}IYYiII(.d Greenport Header Information Contractor BDR Management REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets). Yes ❑ No ❑ Mechanical license: or MJ1AE Form'(and supporting worksheets). Yes No OEM performance data(heating,cooling,blower). Yes No Building plan#- 16.85 Manual D Friction Rate Worksheet: Yes No iJ Duct distribution sketch: Yes ❑ No Home address(Street or Lot#,Block,Subdivision). Lot 67.625 Homestead Way, Entire House HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 16 °F Orientation: Front Door faces Southeast Indoor temperature: 68 'F North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss. 35227 Btuh Number of bedrooms. 0 Conditioned floor area: 2768 ft' Summer Design Conditions Number of occupants 6 Outdoor temperature. 84 °F Indoor temperature: 75 'F Windows Roo' Grains difference: 32 gr/Ib @50% RH Eave overhang depth: 6,3 ft Sensible heat gain: 22130 Btuh Internal shade: none E-v e Blinds,drapes,etc. Latent heat gain: 4956 Btuh Depth Window Total heat gain: 27086 Btuh Number of skylights 0 EQUIPMENTHVAC • 11 Heating Equipment Data Cooling Equipment Data Blower Data Equipment tye: Prop furnace Ec�uipcment type: SplitAC Heating cfm: 871 umace,Heatpump,Boiler,etc. it ondRloner,Heat pump,etc. Cooling cfm: 871 Model: Rheem Model Rheem Static pressure: 0,10 in H2O R96VA0402317MSARHC RA1630AJlNBRHC Fan'sntedextemalstatic prcssurefor design airflow Heating output capacity 41000 Btuh Total cooling capacity 28405 Btuh Heat pumps-capacity at winter design outdoor conditions Sensible cooling capacity 23925 Btuh Aux.heating output capacity 0 Btuh Latent cooling capacity 4480 Btuh HVAC DUCT DISTRIBUTION SYSTEM DESIGN (IRC M1601.1) Design airflow 871 cfm Longest supply duct: 205 ft Duct Materials Used Equipment design ESP- 0.10 in H2O Longest return duct: 112 ft Trunk duct: Sheet metal Total device pressure losses 0 in H2O Total effective length(TEL): 317 ft Available static pressure(ASP): 0 10 in H2O Friction rate: Q.032 in/100ft Branch duct: Round flex vinyl Friction Rate-ASP-(TE Cs 0 I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved • •. - 'Home qualifies for MJ1AE Form based on Abridged Edition Checklist -r wrightsoft'£ Right-Suite®Universal 2017 17 0.17 RSU25329 Load Short Form Job: AJ-2017-006 wrightsoW Date: Feb 02,2017 Entire House By: Anthony Jones BDR Management Plan: 16.85 245 Ronkonkama Ave,Ronkonkama,NY 11779 Phone:631-738-7374 Project Information For: Williams, Castel Group Lot 67.625 Homestead Way, Greenport, NY 11944 Phone: 516-367-3000 Web: www.goldcoasthomesandestates.com Design Information Htg Clg Infiltration Outside db (°F) 16 84 Method Simplified Inside db(°F) 68 75 Construction quality Tight Design TD (°F) 52 9 Fireplaces 1 (Tight) Daily range - L Inside humidity (%) 50 50 Moisture difference(gr/Ib) 41 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R96VA0402317MSARHC Cond RA1630AJlNBRHC AHRI ref 7501310 Coil RCF3617STAVUA+R97VA060M317USA AHRI ref 8914961 Efficiency 96AFUE Efficiency 13.0 EER, 16 SEER Heating input 42000 Btuh Sensible cooling 19740 Btuh Heating output 41000 Btuh Latent cooling 8460 Btuh Low output baseboard 500 Btuh/ft Total cooling 28200 Btuh Total low baseboard 55 ft Actual air flow 871 cfm High output baseboard 700 Btuh/ft Air flow factor 0.052 cfm/Btuh Total high baseboard 39 ft Static pressure 0.10 in H2O Space thermostat Load sensible heat ratio 0.82 ROOM NAME Area Htg load Clg load Baseboard (ft) Clg AVF (ft') (Btuh) (Btuh) Low High (cfm) Foyer 165 2046 1173 4 3 60 Bedroom 1 289 2939 929 6 4 48 Kitchen/Breakfast 396 2671 1630 5 4 84 Family Room 266 2373 1574 5 3 81 Bedroom 4 224 1840 911 4 3 47 Master Bed 261 3331 2120 7 5 109 Bath 48 186 227 0 0 12 WIC 2 42 132 201 0 0 10 bedroom 3 160 1683 1031 3 2 53 Master Bath 140 963 648 2 1 33 WIC 1 28 309 78 1 0 4 Laundry 18 0 0 0 0 0 Hall 114 0 0 0 0 0 Bedroom 2 140 1289 1123 3 2 58 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017-Feb-06 20:35:53 wrightsoft' Right-Suite®Universal 2017 17 0.17 RSU25329 Page 1 ACCP, .currents\Wrightsoft HVAC\Homestead-Greenport.rup Calc=M.18 Front Door faces:SE Open Foyer 72 572 318 1 1 16 Livingroom 405 7268 4929 15 10 254 Entire House d 2768 27601 16890 55 39 871 Other equip loads 7626 2872 Equip. @ 0.89 RSM 17647 Latent cooling 4426 TOTALS 2768 35227 22073 55 39 871 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017-Feb-06 20:35.53 VF wrightSOW Right-Suite®Universal 2017 17 0.17 RSU25329 Page 2 AGa .cuments\Wrightsoft HVAC\Homestead-Greenport.rup Calc=MJ8 Front Door faces:SE Building Analysis Job: AJ-2017-006 ft - - wrightsov 9 Date: Feb 02,2017 Entire House By: Anthony Jones BDR Management Plan: 16.85 245 Ronkonkama Ave,Ronkonkama,NY 11779 Phone:631-738-7374 Project • f For: Williams, Castel Group Lot 67.625 Homestead Way, Greenport, NY 11944 Phone: 516-367-3000 Web: www.goldcoasthomesandestates.com Design Conditions Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 68 75 Elevation: 82 ft Design TD (°F) 52 9 Latitude: 41°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 414 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Method Simplified Wet bulb(°F) - 72 Construction quality Ti ht Wind speed (mph) 15.0 75 Fireplaces 1 Tight) Component Btuh/ft' Btuh % of load Walls 3.6 9360 26.6 Hydronic Glazing 16.1 6753 19.2 Doors 20.4 428 1.2 Walls Ventilation Ceilings 2.6 4879 13.8 Floors 14 2539 7.2 Infiltration Infiltration 1.3 3641 10.3 Ducts 0 0 Piping 1073 3.0 Glazing Floors Humidification 0 0 Ventilation 6554 18.6 Other Ceilings Adjustments 0 Total 1 1 35227 100.0 f • • Component Btuh/ft' Btuh % of load Walls 0.8 2039 10.3 Glazing 13.0 5456 27.6 Walls Blower Doors 9.0 190 1.0 Ventilation Ceilings 2.0 3729 18.9 Floors 0.3 451 2.3 Infiltration 0.1 345 1.7 Glazing Internal Gains Ducts 0 0 Ventilation 1165 5.9 Internal gains 4680 23.7 Blower 1707 8.6 Other Floors Adjustments 0 Ceilings Total 1 1 197621 100.0 Latent Cooling Load=4426 Btuh Overall U-value= 0.071 Btuh/ft'-°F Data entries checked. wri htsOft' 2017-Feb-06 20:35:53 - 9 Right-Suite®Universal 2017 17 0.17 RSU25329 Page 1 /CCK ...currents\Wrightsoft HVAC\Homestead-Greenport.rup Calc=MJ8 Front Door faces:SE Component Constructions Job: AJ-2017-006 - - wrightsoft' Component Date: Feb 02,2017 Entire House By: Anthony Jones BDR Management Plan: 16.85 245 Ronkonkama Ave,Ronkonkama,NY 11779 Phone.631-738-7374 Project Information For* Williams, Castel Group Lot 67.625 Homestead Way, Greenport, NY 11944 Phone: 516-367-3000 Web, www.goldcoasthomesandestates.com Design Conditions Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 68 75 Elevation: 82 ft Design TD (°F) 52 9 Latitude: 41°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 41.4 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Method Simplified Wet bulb(°F) - 72 Construction quality Tight Wind speed(mph) 15.0 75 Fireplaces 1 (Tight) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft' BtuhAr--'F ft'-'FlBtuh BtuhAl' Ruh BtuhRN Btuh Walls 12F-Osw-Frm wall,vnl ext,1/2"wood shth,r-21 cav ins, 1/2"gypsum n 886 0.065 21.0 3.40 3013 0.78 691 board int fnsh,7'x6"wood frm, 16"o.c.stud a 525 0.065 21.0 3.40 1785 0.78 410 s 360 0.065 21.0 3.40 1222 0.78 280 w 529 0.065 21.0 3.40 1798 0.78 413 all 2300 0.065 210 3.40 7818 0.78 1794 Partitions 12C-Osw-Frm wall,stucco ext,r-13 cav ins,7'x4"wood frm,16"o.c. 324 0.091 13.0 476 1542 0.76 245 stud Windows 10D-v-2 glazing,clr low-e outr,argon gas,insulated vinyl frm mat,clr n 42 0.380 0 19.9 835 6.78 285 innr, 1/2"gap,1/8"thk,NFRC rated(SHGC=0.32);6.67 ft head ht 4A5-2ov-2 glazing,clr low-e outr,argon gas,insulated vinyl frm mat, n 9 0.300 0 15.7 141 8.75 79 clr innr,1/2"gap,1/8"thk,NFRC rated(SHGC=0.31);2 ft overhang(3 ft window ht,2.33 ft sep.),6.67 ft head ht 4A5-2ov•2 glazing,clr low-e outr,argon gas,insulated vinyl frm mat, n 21 0.300 0 15.7 335 8.75 187 clr innr,1/2"gap,1/8"thk;NFRC rated(SHGC=0.31);1 ft overhang(4 ft window ht,0 ft sep.),6.67 ft head ht 4A5-2ov-2 glazing,clr low-e outr,argon gas,insulated vinyl frm mat, n 78 0.300 0 15.7 1216 8.75 678 clr innr,1/2"gap,1/8"thk;NFRC rated(SHGC=0.31); 1 ft overhang (5.17 ft window ht, 1 ft sep.),6.67 ft head ht 4A5-2ov-2 glazing,clr low-e outr,argon gas,insulated vinyl frm mat, n 62 0.300 0 15.7 973 8.75 543 clr innr,1/2"gap,1/8"thk;NFRC rated(SHGC=0.31);2 ft overhang (5.17 ft window ht,2.33 ft sep.),6.67 ft head ht 4A5-2ov-2 glazing,clr low-e outr,argon gas,insulated vinyl frm mat, a 31 0.300 0 15.7 486 32.0 991 clr innr,1/2"gap,1/8"thk;NFRC rated(SHGC=0.31),6.67 ft head ht s 132 0.300 0 15.7 2071 15.8 2087 all 163 0.300 0 15.7 2557 18.9 3079 4A5-2ov-2 glazing,clr low-e outr,argon gas,insulated vinyl frm mat, s 31 0.300 0 15.7 486 12.3 380 clr innr,1/2"gap,1/8"thk;NFRC rated(SHGC=0.31), 1 ft overhang (5.17 ft window ht,0 ft sep.),6.67 ft head ht 2017-Feb-06 20:35:53 �.,,.. WrightSO t' Right-Suite®Universal 2017 17 0.17 RSU25329 Page 1 X--CA .cuments\wrightsoft HVAC\Homestead-Greenport.rup Calc=MJ8 Front Door faces SE 4A5-2ov-2 glazing,clr low-e outr,argon gas,insulated vinyl frm mat, s 13 0.300 0 15.7 210 8.75 117 clr innr,1/2"gap,1/8"thk;NFRC rated(SHGC=0.31),6.33 ft overhang (6.7 ft window ht,2 ft sep.);7 ft head ht Doors 11 D0:Door,wd s type s 21 0.390 0 20.4 428 9.05 190 Ceilings 16B-50ad:Attic ceiling,asphalt shingles roof mat,r-50 ceil ins, 1/2" 1179 0.020 50.0 1.05 1233 0.93 1101 gypsum board int fnsh 17B-6al:Rf/clg ceiling,asphalt shingles roof mat,wd cons,r-6 deck 664 0.105 6.0 5.49 3645 3.96 2628 ins,1"thkns Floors 19A-30bswp:Fir floor,frm fir,10"thkns,hrd wd fir fnsh,r-30 cav ins, 1521 0.034 30.0 149 2270 0.27 404 tight bsmt ovr 78 0.034 30.0 1.49 116 0.27 21 all 1599 0.034 30.0 1.49 2386 0.27 424 19C-19cscp:Fir floor,frm fir,6"thkns,carpet flr fnsh,r-2 ext ins,r-19 172 0.049 30.0 0.89 153 0.16 27 cav ins,tight crwl ovr,r-11 wall insul 2017-Feb-06 20:35:53 t wrightsoft` Right-Suite®Universal 2017 17 0.17 RSU25329 Page 2 ,o R .cuments\Wrightsoft HVAC\Homestead-Greenport.rup Calc=MJ8 Front Door faces: SE Component Constructions Job: AJ-2017-006 Wrightsot" Date: Feb 02,2017 Foyer By: Anthony Jones BDR Management Plan: 16.85 245 Ronkonkama Ave,Ronkonkama,NY 11779 Phone:631-738-7374 Project For: Williams, Castel Group Lot 67.625 Homestead Way, Greenport, NY 11944 Phone: 516-367-3000 Web: www.goldcoasthomesandestates.com Design Conditions Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 68 75 Elevation: 82 ft Design TD (°F) 52 9 Latitude. 41°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 41.4 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Method Simplified Wet bulb(°F) - 72 Construction quality Tight Wind speed(mph) 15.0 75 Fireplaces 1 (Tight) Construction descriptions Or Area Ll-value Insul R Htg HTM Loss Clg HTM Gain re BWh/R''F 1N-'FBtuh BtuhM' Btuh BtuhM Ruh Walls 12F-Osw Frm wall,vnl ext,1/2"wood shth,r-21 cav ins, 1/2"gypsum a 18 0.065 21.0 3.40 61 0.78 14 board int fnsh,2"x6"wood frm, 16"o.c.stud s 53 0.065 21.0 3.40 178 0.78 41 all 71 0.065 21.0 3.40 240 0.78 55 Partitions 12C-Osw-Frm wall,stucco ext,r-13 cav ins,2"x4"wood frm,16"o.c. 135 0.091 13.0 476 643 0.76 102 stud Windows 4A5-2ov-2 glazing,clr low-e outr,argon gas,insulated vinyl frm mat, s 47 0.300 0 15.7 730 15.8 735 clr innr,1/2"gap,1/8"thk;NFRC rated(SHGC=0.31);6.67 ft head ht Doors (none) Ceilings 16B-50ad:Attic ceiling,asphalt shingles roof mat,r-50 ceil ins, 1/2" 31 0.020 50.0 1.05 32 0.93 29 gypsum board int fnsh Floors 19A-30bswp.Fir floor,frm fir, 10"thkns,hrd wd fir fnsh,r-30 cav ins, 165 0.034 30.0 149 246 0.27 44 tight bsmt ovr 2017-Feb-06 20:35:53 ��..� WrlghtsO t" Right-Suite®Universal 2017 17.0.17 RSU25329 Page 3 RCCA ,cuments\Wrightsoft HVAC\Homestead-Greenport.rup Calc=MA Front Door faces:SE Component Constructions Job: AJ-2017-006 wrightsoW Date: Feb 02,2017 Bedroom 1 By: Anthony Jones BDR Management Plan: 16.85 245 Ronkonkama Ave,Ronkonkama,NY 11779 Phone:631-738-7374 Project • • For: Williams, Castel Group Lot 67.625 Homestead Way, Greenport, NY 11944 Phone: 516-367-3000 Web: www.goldcoasthomesandestates.com Design Conditions Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 68 75 Elevation: 82 ft Design TD (°F) 52 9 Latitude: 41°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 41.4 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Method Simplified Wet bulb(°F) - 72 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area Ll-value Insul R Htg HTM Loss Clg HTM Gain ft' BtuhAI2--°F 1N-'F/Ruh BtuhRP Btuh Btuhr Btuh Walls 12F-Osw-Frm wall,vnl ext,1/2"wood shth,r-21 cav ins,1/2"gypsum n 138 0.065 21.0 3.40 467 0.78 107 board int fnsh,2"x6"wood frm,16"o.c.stud w 153 0.065 21.0 3.40 520 0.78 119 all 291 0.065 21.0 3.40 988 0.78 227 Partitions 12C-Osw:Frm wall,stucco ext,r-13 cav ins,2'x4"wood frm,16"o.c. 153 0.091 13.0 476 728 0.76 116 stud Windows 4A5-2ov-2 gla2ing,clr low-e outr,argon gas,insulated vinyl frm mat, n 16 0.300 0 15.7 243 8.75 136 clr innr,1/2"gap,1/8"thk;NFRC rated(SHGC=0.31),2 ft overhang (5.17 ft window ht,2.33 ft sep.),6.67 ft head ht Doors (none) Ceilings 16B-50ad:Attic ceiling,asphalt shingles roof mat,r-50 ceil ins,1/2" 136 0.020 50.0 1.05 142 0.93 127 gypsum board int fnsh Floors 19A-30bswp:Fir floor,frm flr,10"thkns,hrd wd flr fnsh,r-30 cav ins, 289 0.034 30.0 149 431 0.27 77 tight bsmt ovr 2017-Feb-06 20:35:53 �.. wrightsoft` Right-Suite®Universal 2017 17.0.17 RSU25329 Page 4 ACCK .cumentsXWrightsoft HVAC\Homestead-Greenport.rup Calc=MJ8 Front Door faces:SE -006 - - wrightsoft Component Constructions Date: Feb 0272017 Kitchen/Breakfast By: Anthony Jones BDR Management Plan: 16.85 245 Ronkonkama Ave,Ronkonkama,NY 11779 Phone.631-738-7374 Project Information For- Williams, Castel Group Lot 67.625 Homestead Way, Greenport, NY 11944 Phone: 516-367-3000 Web: www.goldcoasthomesandestates.com Design Conditions Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 68 75 Elevation: 82 ft Design TD (°F) 52 9 Latitude: 41'N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 41.4 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Method Simplified Wet bulb(°F) - 72 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft' BtuhM2-°F ft2-°FlBtuh Btuh/R' Btuh ROM' Btuh Walls 12F-Osw-Firm wall,vnl ext,1/2"wood shth,r-21 cav ins, 1/2"gypsum n 147 0.065 21.0 3.40 500 0.78 115 board int fnsh,2"x6"wood frm,16"o.c.stud a 18 0.065 21.0 3.40 61 0.78 14 w 18 0.065 21.0 3.40 61 0.78 14 all 183 0.065 21.0 3.40 622 0.78 143 Partitions 12C-Osw•Frm wall,stucco ext,r-13 cav ins,2"x4"wood frm,16"o.c. 36 0.091 13.0 4.76 171 0.76 27 stud Windows 10D-v-2 glazing,clr low-e outr,argon gas,insulated vinyl frm mat,cir n 42 0.380 0 19.9 835 6.78 285 innr,1/2"gap, 1/8"thk,NFRC rated(SHGC=0.32),6.67 ft head ht 4A5-2ov-2 glazing,cir low-e outr,argon gas,insulated vinyl frm mat, n 9 0.300 0 15.7 141 8.75 79 clr innr,1/2"gap,1/8"thk;NFRC rated(SHGC=0.31),2 ft overhang(3 ft window ht,2.33 ft sep.),6.67 ft head ht Doors (none) Ceilings (none) Floors 19A-30bswp.Fir floor,frm fir,10"thkns,hrd wd fir fnsh,r-30 cav ins, 396 0.034 30.0 149 591 0.27 105 tight bsmt ovr 2017-Feb-06 20:35:53 WrlghtSOft' Right-Suite®Universal 2017 17 0.17 RSU25329 Page 5 ACCIs cuments\Wrightsoft HVAC\Homestead-Greenport.rup Calc=MJ8 Front Door faces:SE - - Component Constructions Job: AJ-2017-006 wrightsoW Date: Feb 02,2017 Family Room By: Anthony Jones BDR Management Plan: 16.85 245 Ronkonkama Ave,Ronkonkama,NY 11779 Phone:631-738-7374 Project • • For Williams, Castel Group Lot 67.625 Homestead Way, Greenport, NY 11944 Phone: 516-367-3000 Web: www.goldcoasthomesandestates.com Design Conditions Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 68 75 Elevation: 82 ft Design TD (°F) 52 9 Latitude: 41'N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 41.4 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Method Simplified Wet bulb(°F) - 72 Construction quality Tight Wind speed(mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft, BtuhAt2-°F W-T/Btuh Btuh/V Btuh ROM Btu Walls 12F-Osw-Frm wall,vni ext,1/2"wood shth,r-21 cav ins, 1/2"gypsum n 125 0.065 21.0 3.40 423 0.78 97 board int fnsh,2"x6"wood frm, 16"o.c.stud a 126 0.065 21.0 3.40 428 0.78 98 all 251 0.065 21.0 3.40 852 0.78 195 Partitions (none) Windows 4A5-2ov-2 glazing,clr low-e outr,argon gas,insulated vinyl frm mat, n 47 0.300 0 15.7 730 8.75 407 clr innr,1/2"gap,1/8"thk;NFRC rated(SHGC=0.31),2 ft overhang (5.17 ft window ht,2.33 ft sep.),6.67 ft head ht Doors (none) Ceilings (none) Floors 19A-30bswp:Fir floor,frm fir,10"thkns,hrd wd flr fnsh,r-30 cav ins, 266 0.034 30.0 149 397 0.27 71 tight bsmt ovr 2017-Feb-06 20:35.53 1AtrightSOft'- Right-Suite®Universal 2017 17 0.17 RSU25329 Page 6 cuments\Wrightsoft HVAC\Homestead-Greenport.rup Calc=MJ8 Front Door faces:SE Component Constructions Job: AJ-2017-006 - - wrightsoftt ~ Date: Feb 02,2017 Bedroom 4 By: Anthony Jones BDR Management Plan: 16.85 245 Ronkonkama Ave,Ronkonkama,NY 11779 Phone:631-738-7374 ------Project Information For- Williams, Castel Group Lot 67.625 Homestead Way, Greenport, NY 11944 Phone: 516-367-3000 Web: www.goldcoasthomesandestates.com Design Conditions Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 68 75 Elevation: 82 ft Design TD (°F) 52 9 Latitude: 41°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 41.4 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Method Simplified Wet bulb(°F) - 72 Construction quality Tight Wind speed(mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft BtuhAN-'F ft'-°FlBtuh BtuhM' Bluh 6tuhM' Btuh Walls 12F-Osw-Frm wall,vnl ext,1/2"wood shth,r-21 cav ins, 1/2"gypsum n 81 0.065 21.0 3.40 275 0.78 63 board int fnsh,2"x6"wood frm, 16"o.c.stud w 128 0.065 21.0 3.40 435 0.78 100 all 209 0.065 21.0 3.40 710 0.78 163 Partitions (none) Windows 4A5-2ov•2 glazing,clr low-e outr,argon gas,insulated vinyl frm mat, n 31 0.300 0 15.7 486 8.75 271 clr innr,1/2"gap,1/8"thk;NFRC rated(SHGC=0.31); 1 ft overhang (5.17 ft window ht,1 ft sep.),6.67 ft head ht Doors (none) Ceilings 16B-50ad:Attic ceiling,asphalt shingles roof mat,r-50 ceil ins,1/2" 224 0.020 50.0 1 05 234 0.93 209 gypsum board int fnsh Floors 19A-30bswp:Flr floor,frm fir,10"thkns,hrd wd fir fnsh,r-30 cav ins, 28 0.034 30.0 149 42 0.27 7 tight bsmt ovr 2017-Feb-06 20:35:53 wrightsOft- Right-Suite®Universal 2017 17.0.17 RSU25329 Page 7 ACCO .cuments\Wrightsoft HVAC\Homestead-Greenport.rup Calc=MJ8 Front Door faces:SE Component Constructions Job: AJ-2017-006 wrightsofte Date: Feb 02,2017 Master Bed By: Anthony Jones BDR Management Plan: 16.85 245 Ronkonkama Ave,Ronkonkama,NY 11779 Phone:631-738-7374 Project • • For: Williams, Castel Group Lot 67.625 Homestead Way, Greenport, NY 11944 Phone: 516-367-3000 Web: www.goldcoasthomesandestates.com Design Conditions Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 68 75 Elevation: 82 ft Design TD (°F) 52 9 Latitude: 41 ON Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 41.4 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Method Simplified Wet bulb (°F) - 72 Construction quality Tight Wind speed(mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions or Area U-value Insul R Htg HTM Loss Cig HTM Gain ft2 BWhAV-°F ft-°FBtuh MOM Btuh Btuh/ft' Btuh Walls 12F-Osw Frm wall,vnl ext,1/2"wood shth,r-21 cav ins,1/2"gypsum n 74 0.065 21.0 3.40 250 0.78 57 board int fnsh,2"x6"wood frm,16"o.c.stud a 128 0.065 21.0 3.40 435 0.78 100 all 202 0.065 21.0 3.40 685 0.78 157 Partitions (none) Windows 4A5-2ov*2 glazing,cir low-e outr,argon gas,insulated vinyl frm mat, n 47 0.300 0 15.7 730 8.75 407 clr innr,1/2"gap,1/8"thk;NFRC rated(SHGC=0.31); 1 ft overhang (5.17 ft window ht,1 ft sep.);6.67 ft head ht Doors (none) Ceilings 16B-50ad:Attic ceiling,asphalt shingles roof mat,r-50 ceil ins, 1/2" 21 0.020 50.0 1.05 22 0.93 20 gypsum board int fnsh 17B-6al:Rf/clg ceiling,asphalt shingles roof mat,wd cons,r-6 deck 270 0.105 6.0 5.49 1484 3.96 1070 ins,1"thkns Floors 19A-30bswp:Fir floor,frm fir,10"thkns,hrd wd fir fnsh,r-30 cav ins, 30 0.034 30.0 149 45 0.27 8 tight bsmt ovr 2017-Feb-06 20:35:53 wrightsoft' Right-Suite®Universal 2017 17.0.17 RSU25329 Page 8 RCCA .cuments\Wrightsoft HVAC\Homestead-Greenport.rup Calc=MJ8 Front Door faces:SE - - Component Constructions Job: AJ-2017-006 wrightsoft' Date: Feb 02,2017 Bath By: Anthony Jones BDR Management Plan: 16.85 245 Ronkonkama Ave,Ronkonkama,NY 11779 Phone:631-738-7374 Project Information For- Williams, Castel Group Lot 67.625 Homestead Way, Greenport, NY 11944 Phone: 516-367-3000 Web: www.goldcoasthomesandestates.com Design Conditions Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 68 75 Elevation: 82 ft Design TD (°F) 52 9 Latitude: 41°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 41.4 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Method Simplified Wet bulb(°F) - 72 Construction quality Tight Wind speed(mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain rt' BIuh/W-'F rt'-'F/Btuh BtuhM2 Btuh BtuhM Btuh Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings 1613-50ad:Attic ceiling,asphalt shingles roof mat,r-50 ceil ins, 1/2" 48 0.020 50.0 1 05 50 0.93 45 gypsum board int fnsh Floors (none) 2017-Feb-06 20:35:53 �.... Wr7ghtSO'ft- Right-Suite®Universal 2017 17 0.17 RSU25329 Page 9 .cuments\Wrightsoft HVAC\Homestead-Greenport.rup Calc=MJ8 Front Door faces SE Component Constructions Job: AJ-2017-006 wrightsoftv /+Component Date: Feb 02,2017 WIC 2 By: Anthony Jones BDR Management Plan: 16.85 245 Ronkonkama Ave,Rankonkama,NY 11779 Phone:631-738-7374 Project • • For- Williams, Castel Group Lot 67.625 Homestead Way, Greenport, NY 11944 Phone: 516-367-3000 Web. www.goldcoasthomesandestates.com Design Conditions Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 68 75 Elevation: 82 ft Design TD (°F) 52 9 Latitude: 41 ON Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 41.4 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Method Simplified Wet bulb (°F) - 72 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain W EhuhlR'-°F tt-TOuh ROMP BWh ROM Btuh Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings 16B-50ad:Attic ceiling,asphalt shingles roof mat,r-50 ceil ins,1/2" 42 0.020 50.0 1.05 44 0.93 39 gypsum board int fnsh Floors (none) 2017-Feb-06 20:35:53 ,-4iz� wrightsoft` Right-Suite®Universal 2017 17.0.17 RSU25329 Page 10 AEtA: .currents\Wrightsoft HVAC\Homestead-Greenport.rup Calc=M.18 Front Door faces:SE +�- Component Constructions Job: AJ-2017-006 wrightsoft, Date: Feb 02,2017 bedroom 3 By: Anthony Jones BDR Management Plan: 16.85 245 Ronkonkama Ave,Ronkonkama,NY 11779 Phone.631-738-7374 Project Information For Williams, Castel Group Lot 67.625 Homestead Way, Greenport, NY 11944 Phone: 516-367-3000 Web: www.goldcoasthomesandestates.com Design Conditions Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 68 75 Elevation: 82 ft Design TD (°F) 52 9 Latitude: 41°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 41.4 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Method Simplified Wet bulb(°F) - 72 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain fV Btuh/ft'-'F W-T/Eftuh BtuhA'N BNh Bah)' Btu Walls 12F-Osw Frm wall,vnl ext, 1/2"wood shth,r-21 cav ins,1/2"gypsum s 49 0.065 21.0 3.40 167 0.78 38 board int fnsh,2"x6"wood frm, 16"o.c.stud w 128 0.065 21.0 3.40 435 0.78 100 all 177 0.065 21.0 3.40 602 0.78 138 Partitions (none) Windows 4A5-2ov•2 glazing,clr low-e outr,argon gas,insulated vinyl frm mat, s 31 0.300 0 15.7 486 12.3 380 clr innr,1/2"gap,1/8"thk;NFRC rated(SHGC=0.31),1 ft overhang (5.17 ft window ht,0 ft sep.),6.67 ft head ht Doors (none) Ceilings 166-50ad:Attic ceiling,asphalt shingles roof mat,r-50 ceil ins, 1/2" 160 0.020 50.0 1.05 167 0.93 149 gypsum board int fnsh Floors 19C-19cscp:Flr floor,frm flr,6"thkns,carpet flr fnsh,r-2 ext ins,r-19 130 0.049 30.0 0.89 115 0.16 21 cav ins,tight crwl ovr,r-11 wall insul J112017-Fetb06 20:35:53 - WrlghtSSO'ft" Right-Suite®Universal 2017 17.0.17 RSU25329 Page 11 T.rCK .cuments\Wrightsoft HVAC\Homestead-Greenpon.rup Calc=MJ8 Front Door faces:SE - d- Component Constructions Job: AJ-2017-006 wrightsoW Date: Feb 02,2017 Master Bath By: Anthony Jones BDR Management Plan: 16.85 245 Ronkonkama Ave,Ronkonkama,NY 11779 Phone:631-738-7374 Project • • For Williams, Castel Group Lot 67.625 Homestead Way, Greenport, NY 11944 Phone: 516-367-3000 Web: www.goldcoasthomesandestates.com Design Conditions Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 68 75 Elevation: 82 ft Design TD (°F) 52 9 Latitude: 41 ON Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 41.4 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Method Simplified Wet bulb(°F) - 72 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area U-value Insul R Htg HTM Loss Cig HTM Gain ft' BluhAV--'F ft'-'FlBtuh BtuhV Btuh ROM Btuh Walls 12F-Osw-Frm wall,vnl ext,1/2"wood shth,r-21 cav ins,1/2"gypsum n 91 0.065 21.0 3.40 308 0.78 71 board int fnsh,2"x6"wood frm,16"o.c.stud Partitions (none) Windows 4A5-2ov-2 glazing,clr low-e outr,argon gas,insulated vinyl frm mat, n 21 0.300 0 15.7 335 8.75 187 clr innr,1/2"gap,1/8"thk;NFRC rated(SHGC=0.31);1 ft overhang(4 ft window ht,0 ft sep.),6.67 ft head ht Doors (none) Ceilings 1613-50ad:Attic ceiling,asphalt shingles roof mat,r-50 cell ins,1/2" 140 0.020 50.0 1.05 146 0.93 131 gypsum board int fnsh Floors 19A-30bswp:Fir floor,frm fir,10"thkns,hrd wd fir fnsh,r-30 cav ins, 10 0.034 30.0 149 15 0.27 3 tight bsmt ovr 2017-Feb-06 20:35:53 riu- wrightsoft Right-Sufte®Universal 2017 17.0.17 RSU25329 Page 12 ,OM .cuments\Wrightsoft HVAC\Homestead-Greenport.rup Calc=MJ8 Front Door faces:SE Component Constructions Job: AJ-2017-006 Wrightsof " Date: Feb 02,2017 wic 1 By: Anthony Jones BDR Management Plan: 16.85 245 Ronkonkama Ave,Ronkonkama,NY 11779 Phone.631-738-7374 Project Information For Williams, Castel Group Lot 67.625 Homestead Way, Greenport, NY 11944 Phone: 516-367-3000 Web: www.goldcoasthomesandestates.com Design Conditions Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 68 75 Elevation: 82 ft Design TD (°F) 52 9 Latitude: 41'N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 41.4 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Method Simplified Wet bulb (°F) - 72 Construction quality Tight Wind speed (mph) 15.0 75 Fireplaces 1 (Tight) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft, BtuhM'--°F ft'-'F/Btuh MOM Btuh BtuhM Btu Walls 12F-Osw Frm wall,vnl ext,1/2"wood shth,r-21 cav ins, 1/2"gypsum n 56 0.065 21.0 3.40 190 0.78 44 board int fnsh,2"x6"wood frm, 16"o.c.stud Partitions (none) Windows (none) Doors (none) Ceilings 16B-50ad:Attic ceiling,asphalt shingles roof mat,r-50 ceil ins, 1/2" 28 0.020 50.0 1.05 29 0.93 26 gypsum board int fnsh Floors 19A-30bswp:Fir floor,frm fir,10"thkns,hrd wd fir fnsh,r-30 cav ins, 10 0.034 30.0 1 49 15 0.27 3 tight bsmt ovr 2017-Fetr06 20:35:53 wrightsaft' Right-Suite®Universal 2017 17 0.17 RSU25329 Page 13 .cumentsNWrightsoft HVAC\Homestead-Greenport.rup Calc=MJ8 Front Door faces SE Component Constructions Job: AJ-2017-006 wrightsoft' Date: Feb 02,2017 Laundry By: Anthony Jones BDR Management Plan: 16.85 245 Ronkonkama Ave,Ronkonkama,NY 11779 Phone:631-738-7374 Project • • For- Williams, Castel Group Lot 67.625 Homestead Way, Greenport, NY 11944 Phone: 516-367-3000 Web: www.goldcoasthomesandestates.com Design Conditions Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 68 75 Elevation: 82 ft Design TD (°F) 52 9 Latitude: 41°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 41.4 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Method Simplified Wet bulb(°F) - 72 Construction quality Tight Wind speed(mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain fl BNh/V-°F ft-'F/Ruh BtuhAt' Stun BtuhM' Btu Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings 16B-50ad:Attic ceiling,asphalt shingles roof mat,r-50 ceil ins, 1/2" 18 0.020 50.0 1.05 19 0.93 17 gypsum board int fnsh Floors (none) 2017-Feb-06 20:35:53 -�- wrightsoft' Right-Suite®Universal 2017 17.0.17 RSU25329 Page 14 440:A .cuments\Wrightsoft HVAC\Homestead-Greenport.rup Calc=MJ8 Front Door faces:SE + - Component Constructions Job: AJ-2017-006 wrightsofm Date: Feb 02,2017 Hall By: Anthony Jones BDR Management Plan: 16.85 245 Ronkonkama Ave,Ronkonkama,NY 11779 Phone 631-738-7374 • • • For- Williams, Castel Group Lot 67.625 Homestead Way, Greenport, NY 11944 Phone: 516-367-3000 Web: www.goldcoasthomesandestates.com Design Conditions Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 68 75 Elevation: 82 ft Design TD (°F) 52 9 Latitude: 41°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 41.4 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Method Simplified Wet bulb(°F) - 72 Construction quality Tight Wind speed(mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft' BtuhM2-°F ft'-°F/Btuh MOIR' Btuh BtuhM Muh Walls 12F-Osw Frm wall,vnl ext,1/2"wood shth,r-21 cav ins, 1/2"gypsum n 56 0.065 21.0 3.40 190 0.78 44 board int fnsh,2"x6"wood frm,16"o.c.stud w 12 0.065 21.0 3.40 41 0.78 9 all 68 0.065 21.0 3.40 231 0.78 53 Partitions (none) Windows (none) Doors (none) Ceilings 16B-50ad:Attic ceiling,asphalt shingles roof mat,r-50 ceiI ins, 1/2" 93 0.020 50.0 1.05 97 0.93 87 gypsum board int fnsh 176-6al.Rf/clg ceiling,asphalt shingles roof mat,wd cons,r-6 deck 23 0.105 6.0 5.49 129 3.96 93 ins, 1"thkns Floors (none) -LLL2017-Feb-06 20:35:53 WClghtsOft:' Right-Suitee Universal 2017 17.0.17 RSU25329 Page 15 C� .cuments\Wrightsoft HVAC\Homestead-Greenport.rup Calc=MJ8 Front Door faces:SE Component Constructions Job: AJ-2017-006 - - wrightsoft Component Date: Feb 02,2017 Bedroom 2 By: Anthony Jones BDR Management Plan: 16.85 245 Ronkonksma Ave,Ronkonkama,NY 11779 Phone:631-738-7374 Project • • For: Williams, Castel Group Lot 67.625 Homestead Way, Greenport, NY 11944 Phone: 516-367-3000 Web: www.goldcoasthomesandestates.com Design Conditions Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 68 75 Elevation: 82 ft Design TD (°F) 52 9 Latitude: 41°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 41.4 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Method Simplified Wet bulb(°F) - 72 Construction quality Tight Wind speed(mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area 1.1-value Insul R Htg HTM Loss Clg HTM Gain ft Btuh/rt'-°F ft-°F/Btuh Btuh/ft' Btuh Btuh/W Btuh Walls 12F-Osw-Frm wall,vnl ext,1/2"wood shth,r-21 cav ins,1/2"gypsum a 40 0.065 21.0 3.40 136 0.78 31 board int fnsh,2"x6"wood frm,16"o.c.stud s 49 0.065 21.0 3.40 167 0.78 38 w 8 0.065 21.0 3.40 27 0.78 6 all 97 0.065 210 3.40 330 0.78 76 Partitions (none) Windows 4A5-2ov-2 glazing,clr low-e outr,argon gas,insulated vinyl frm mat, s 31 0.300 0 15.7 486 15.8 490 clr innr,1/2"gap,1/8"thk;NFRC rated(SHGC=0.31);6.67 ft head ht Doors (none) Ceilings 16B-50ad:Attic ceiling,asphalt shingles roof mat,r-50 ceil ins, 1/2" 140 0.020 50.0 1.05 146 0.93 131 gypsum board int fnsh Floors 19C-19cscp:Fir floor,frm flr,6"thkns,carpet fir fnsh,r-2 ext ins,r-19 42 0.049 30.0 0.89 37 0.16 7 cav ins,tight crwl ovr,r-11 wall insul 2017-Feb-06 20:35:53 wrightsoft` Right-Suite®Universal 2017 17.0.17 RSU25329 Page 16 AML .cumentskWrightsoft 1-1VAC1Homestead-Greenport.rup Calc=MJ8 Front Door faces:SE Component Constructions Job: AJ-2017-006 - - wrightsoW Component Date: Feb 02,2017 Open Foyer By: Anthony Jones BDR Management Plan: 16.85 245 Ronkonkama Ave,Ronkonkama,NY 11779 Phone.631-738-7374 Project Information For- Williams, Castel Group Lot 67.625 Homestead Way, Greenport, NY 11944 Phone: 516-367-3000 Web: www.goldcoasthomesandestates.com Design . Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 68 75 Elevation: 82 ft Design TD (°F) 52 9 Latitude: 41°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 41.4 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Method Simplified Wet bulb (°F) - 72 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft' BNh/W--'F ft'-'F/Btuh Btuh/V BNh Btuhffe Btuh Walls 12F-Osw Frm wall,vnl ext,1/2"wood shth,r-21 cav ins,1/2"gypsum s 56 0.065 21.0 3.40 190 0.78 44 board int fnsh,2"x6"wood frm, 16"o.c.stud Partitions (none) Windows 4A5-2ov-2 glazing,clr low-e outr,argon gas,insulated vinyl frm mat, s 8 0.300 0 15.7 126 15.8 127 clr innr,1/2"gap,1/8"thk;NFRC rated(SHGC=0.31),6.67 ft head ht Doors (none) Ceilings 16B-50ad:Attic ceiling,asphalt shingles roof mat,r-50 ceil ins, 1/2" 72 0.020 50.0 1.05 75 0.93 67 gypsum board int fnsh Floors (none) d. 2017-Feb06 20:35:53 WrlgfltSOft' Right-Suites Universal 2017 17.0.17 RSU25329 Page 17 ACCIa .currents\Wrightsoft HVAC\Homestead-Greenport.rup Calc=MJS Front Door faces:SE AJ- Component Constructions Job: Feb 027-0`1 - 06 wrightsoft� p Date: Feb 02,2017 Livingroom By: Anthony Jones BDR Management Plan: 16.85 245 Ronkonkama Ave,Ronkonkama,NY 11779 Phone:631-738-7374 Project • • For- Williams, Castel Group Lot 67.625 Homestead Way, Greenport, NY 11944 Phone. 516-367-3000 Web: www.goldcoasthomesandestates.com Design Conditions Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 68 75 Elevation: 82 ft Design TD (°F) 52 9 Latitude: 41°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 41.4 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Method Simplified Wet bulb(°F) - 72 Construction quality Tight Wind speed(mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area U-value Insul R Htg HTM Loss Cig HTM Gain ft' BtuhM'-°F ft°-'FIBWh Btuhr Btuh Btuhlft' Btuh Walls 12F-Osw:Frm wall,vnl ext,1/2"wood shth,r-21 cav ins,1/2"gypsum n 120 0.065 21.0 3.40 408 0.78 94 board int fnsh,2"x6"wood frm, 16"o.c.stud a 195 0.065 21.0 3.40 663 0.78 152 s 153 0.065 21.0 3.40 520 0.78 119 w 82 0.065 21.0 3.40 279 0.78 64 all 550 0.065 21.0 3.40 1870 0.78 429 Partitions (none) Windows 4A5-2ov-2 glazing,clr low-e outr,argon gas,insulated vinyl frm mat, a 31 0.300 0 15.7 486 32.0 991 clr innr,1/2"gap,1/8"thk;NFRC rated(SHGC=0.31);6.67 ft head ht s 47 0.300 0 15.7 730 15.8 735 all 78 0.300 0 15.7 1216 22.3 1727 4A5-2ov-2 glazing,cir low-e outr,argon gas,insulated vinyl frm mat, s 13 0.300 0 15.7 210 8.75 117 clr innr,1/2"gap,1/8"thk;NFRC rated(SHGC=0.31);6.33 ft overhang (6.7 ft window ht,2 ft sep.),7 ft head ht Doors 11 DO:Door,wd sc type s 21 0.390 0 20.4 428 9.05 190 Ceilings 16B-50ad:Attic ceiling,asphalt shingles roof mat,r-50 cell ins,1/2" 26 0.020 50.0 1.05 27 0.93 24 gypsum board int fnsh 17B-6al:Rf/clg ceiling,asphalt shingles roof mat,wd cons,r-6 deck 370 0.105 6.0 5.49 2032 3.96 1465 ins,1"thkns Floors 19A-30bswp:Fir floor,frm fir,10"thkns,hrd wd fir fnsh,r-30 cav ins, 405 0.034 30.0 1.49 604 0.27 107 tight bsmt ovr 2017-Feb-06 20:35:53 , ; -�- wrightsoft` Right-Suite®Universal 2017 17.0.17 RSU25329 Page 18 ,o � .cuments\Wrightsoft HVAC\Homestead-Greenport.rup Calc=MJ8 Front Door faces:SE SJob: AJ-2017-006 - - wrightsoft' ProjectSummary Date: Feb 02,2017 Entire House By: Anthony Jones BDR Management Plan: 16.85 245 Ronkonkama Ave,Ronkonkama,NY 11779 Phone 631-738-7374 Project Information For Williams, Castel Group Lot 67.625 Homestead Way, Greenport, NY 11944 Phone: 516-367-3000 Web: www.goldcoasthomesandestates.com Notes Manual J required to pull permit. Must be confirmed afetr structure is built. Design Information Weather Brookhaven, NY, US Winter Design Conditions Summer Design Conditions Outside db 16 OF Outside db 84 OF Inside db 68 OF Inside db 75 OF Design TD 52 OF Design TD 9 OF Daily range L Relative humidity 50 % Moisture difference 32 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 27601 Btuh Structure 16890 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (114 cfm) 6554 Btuh Central vent (114 cfm) 1165 Btuh Outside air Outside air Humidification 0 Btuh Blower 1707 Btuh Piping 1073 Btuh Equipment load 35227 Btuh Use manufacturer's data n Rate/swing multiplier 0.89 Infiltration Equipment sensible load 17647 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Tight) Structure 1937 Btuh Ducts 0 Btuh Central vent (114 cfm) 2488 Btuh Heating Cooling Outside air Area(ft') 2768 2768 Equipment latent load 4426 Btuh Volume(ft') 25391 25391 Air changes/hour 0.15 0.08 Equipment total load 22073 Btuh Equiv AVF (cfm) 63 34 Req. total capacity at 0.70 SHR 2.1 ton Heating Equipment Summary Cooling Equipment Summary Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R96VA0402317MSARHC Cond RA1630AJlNBRHC AHRI ref 7501310 Coil RCF3617STAVUA+R97VA060M317USA AHRI ref 8914961 Efficiency 96AFUE Efficiency 13.0 EER, 16 SEER Heating input 42000 Btuh Sensible cooling 19740 Btuh Heating output 41000 Btuh Latent cooling 8460 Btuh Low output baseboard 700 Btuh/ft Total cooling 0.052 cfm/Btuh Total low baseboard 39 ft Actual air flow 0.10 in H2O High output baseboard Air flow factor 0.82 Total high baseboard Static pressure Space thermostat Load sensible heat ratio Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wri htSOft' 2017-Feb-0620:35:53 r" 9 Right-Butte®Universal 2017 17 0.17 RSU25329 Page 1 ACCK .cuments\Wrightsoft HVAC\Homestead-Greenport.rup Calc=MJ8 Front Door faces.SE AED Assessment Job: AJ-2017-006 - - wrightsoft� Date: Feb 02,2017 Entire House By: Anthony Jones BDR Management Plan: 16.85 245 Ronkonkama Ave,Ronkonkama,NY 11779 Phone:631-736-7374 Project • • For Williams, Castel Group Lot 67.625 Homestead Way, Greenport, NY 11944 Phone: 516-367-3000 Web: www.goldcoasthomesandestates.com Design Conditions Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 68 75 Elevation: 82 ft Design TD (°F) 52 9 Latitude: 41°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 41.4 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Wet bulb(°F) - 72 Wind speed(mph) 15.0 7.5 Test for Adequate • • Hourly Glazing Load 10,000-- 9,000-- 8,000-- 7,000-- 6,000-- 0 0,009,008,007,006.000 N 5,00 N 4,000--Z/ 3,000-- 2,000-- 1,000-- 0 ,002,001,000 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour of Day /Hourly Average /AED imR Maximum hourly glazing load exceeds average by 31.5%. House does not have adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 108 Btuh (PFG -1.3*AFG) wri htsoft+ 2017-Feb-06 20:35:53 9 Right Universal 2017 17.0.17 RSU25329 Page 1 )CCA ...cuments\Wrightsoft HVAC\Homestead-Greenport.rup Calc=MJ8 Front Door faces:SE 77 wrightsoft° Right-J®Worksheet Job: 7-006 Entire House Date: Feb Feb 02Oz,2017 By Anthony Jones BDR Management Ffan: 16.85 245 Ronkonkama Ave,Ronkonkama,NY 11779 Phone:631-738-7374 1 Room name Entire House Foyer 2 Exposed wall 284.0 ft 13.0 ft 3 Room height 9.2 ft d 9.0 ft heat/cool 4 Room dimensions 11 0 x 15.0 It 5 Room area 2768.0 ft' 165.0 ft' Ty Construction U-value Or HTM Area (ftp Load Area (ftp Load number (Btuh/W°F) (Btuh/ftp or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 FW 12F-Osw 0.065 n 3.40 0.78 1098 886 3013 691 0 0 0 0 1OD-v 0.380 n 19.87 6.78 42 0 835 285 0 0 0 0 4A5-2ov 0.300 n 15.69 8.75 9 0 141 79 0 0 0 0 4A5-2ov 0.300 n 15.69 8.75 21 0 335 187 0 0 0 0 11 4A5-2ov 0.300 n 15.69 8.75 78 0 1216 678 0 0 0 0 4A5-2ov 0.300 n 15.69 8.75 62 0 9731 543 ol 0 0 0 W 12F-Osw 0.065 a 3.40 0.78 556 525 1785 410 18 18 61 14 4A5-2ov 0.300 a 15.69 31.98 31 0 486 991 0 0 0 0 12F-Osw 0.065 s 3.40 0.78 557 360 1222 280 99 53 178 41 4A5-2ov 0.300 s 15.69 15.81 132 0 2071 2087 47 0 730 735 4A5-2ov 0.300 s 15.69 12.26 31 31 486 380 0 0 0 0 4A5-2ov 0.300 s 15.69 8.75 13 27 210 117 0 0 0 0 11DO 0.390 s 20.40 9.051 21 21 428 1901 0 0 0 0 W 12F-Osw 0.065 w 3.40 0.78 529 529 1798 413 0 01 0 0 P 12C-Osw 0.091 4.76 0.76 324 324 1542 245 135 135 643 102 C 166-50ad 0.020 1 1.05 0.93 1179 1179 1233 1101 31 31 32 29 C 17B-6al 0.105 1 5.49 3.96 664 664 3645 2628 0 0 0 0 F 19A-30bswp 0.034 1 1.49 0.27 1521 1521 2270 404 165 165 246 44 F 1 9A-30bswp 0.034 1.49 0.27 78 78 116 21 0 0 0 0 F 19C-19cscp 0.049 0.891 0.16 172 172 1531 27 0 0 0 0 6 c)AED excursion 108 193 Envelope loss/gain 23960 11865 1890 1158 12 a) Infiltration 3641 345 155 15 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 6 1380 0 0 Appliances/other 33000 Subtotal(lines 6 to 13) 27601 16890 2046 1173 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 27601 16890 2046 1173 15 Duct loads 0% 0% 0 0 0% 0 o 0 0 Total room load 27601 16890 2046 1173 LowlHigh Baseboard/Cod Air 55 391 871 4 3 60 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft, 2017-Feb-06 20:35:53 9 Right-Suite®Universal 2017 17.0.17 RSU25329 Page t cuments\Wrightsoft HVAC\Homestead-Greenport.rup Calc=MJ8 Front Door faces:SE 7 wrightsoft, Right-l®Worksheet Job: AJ-2017-006 Entire House Date: Feb 02,2017 BAnthony Jones BDR Management Pian: 16.85 245 Ronkonkama Ave,Ronkonkama,NY 11779 Phone:631-738-7374 1 Room name Bedroom 1 Kitchen/Breakfast 2 Exposed wall 34.0 ft 26.0 ft 3 Room height 9.0 ft heat/cod 9.0 ft heat/cool 4 Room dimensions 170 x 170 ft 1.0 x 396.0 ft 5 Room area 289.0 ft' 396.0 ft' Ty Construction U-value Or HTM Area (ftp Load Area (ftl Load number (Btuh/Wt 'F) (Btuh/ftp or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-Osw 0.065 n 3.40 0.78 153 138 467 107 198 147 500 115 10D-v 0.380 n 19.87 6.78 0 0 0 0 42 0 835 285 4A5.2ov 0.300 n 15.69 8.75 0 0 0 0 9 0 141 79 4A5-2ov 0.300 n 15.69 8.75 0 0 0 0 0 0 0 0 11 4A5-2ov 0.300 n 15.69 8.75 0 0 0 0 0 0 0 0 4A6-2ov 0.300 n 15. 9 8.76 16 01 243 136 0 0 0 0 W 1217-0sw 0.065 a 3.40 0.78 0 0 0 0 18 18 61 14 1--G 4A5-2ov 0.300 a 15.69 31.98 0 0 0 0 0 0 0 0 12F•Osw 0.065 s 3.40 0.78 0 0 0 0 0 0 0 0 4A5.2ov 0.300 s 15.69 15.81 0 0 0 0 0 0 0 0 4A5.20v 0.300 s 15.69 12.26 0 0 0 0 0 0 0 0 4A5-2ov 0.300 S 15.69 8.75 0 0 0 0 0 0 0 0 11 DO 0.390 s 20.40 9.05 0 0 0 0 0 0 tl 0 W I 12F-Osw 0.065 w 3.40 0.781 153 153 520 119 18 18 61 14 P 12C-Qsw 0.091 4.76 0.76 153 153 728 116 36 36 171 27 C 16B-SOad 0.020 1.05 0.93 136 136 142 127 0 0 0 0 C I 17B-6al 0.105 5.49 3.96 0 0 0 0 0 0 tl 0 F 19A-301bswp 0.034 1.49 0.27 289 289 431 771 396 3961 591 105 F MwWbswp 0,034 1.49 0.27 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.89 0.16 0 0 0 0 0 0 0 0 6 c)AED excursion -22 -38 Envelope loss/gain 2532 650 2360 601 12 a) Infiltration 407 39 311 29 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 0 1000 Subtotal(lines 6 to 13) 2939 929 2671 1630 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2939 929 2671 1630 15 Duct loads -0% 0% 0 0 -0% 0% 0 0 Total room load 2939 929 2671 1630 LowlHigh Baseboard/Cod Air 6 4 481 1 5 4 84 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A 2017-Feb-06 20:35:53 wri htsof " Right-SuiteUniversal 2017 17.0.17 RSU25329 Page 2 currents\Wrightsoft H VAC\H om estead-Greenport.nip Calc=MJ8 Front Door faces:SE -t -wrightsofti Right-JO Worksheet Job- AJ-2017-006 Entire House Date: Feb 02,2017 By:n: Anthony Jones BDR Management Pia16.85 245 Ronkonkama Ave,Ronkonkama,NY 11779 Phone:631-738-7374 1 Room name Family Room Bedroom 4 2 Exposed wall 33.0 ft 30.0 ft 3 Room height 9.0 ft heat/cool 8.0 ft heaVcool 4 Room dimensions 19.0 x 14.0 ft 14.0 x 16.0 ft 5 Room area 266.0 ft' 224.0 ft' Ty Construction U-value Or HTM Area (ftl Load Area (ftp Load number (Btuh/W-°F) (Btuh/ftj or perimeter (ft) (Bt h) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 12F-Osw 0.065 n 3.40 0.78 171 125 423 97 112 61 275 63 10D-v 0.380 n 19.87 6.78 0 0 0 0 0 0 0 0 4A5-2ov 0.300 n 15.69 8.75 0 0 0 0 0 0 0 0 4A5-2ov 0.300 n 15.69 8.75 0 0 0 0 0 0 0 0 11 4A5-2ov 0.300 n 15.69 8.75 0 0 0 0 31 0 486 271 -13 4A5-2ov 0.300 n 15.69 8.751 47 0 730 407 0 01 0 0 IWI - 12F-Osw 0.065 a 3.40 0.78 126 126 428 98 0 0 0 0 r--�G 4A5.2. 0.300 a 15.69 31.98 0 0 0 0 0 0 0 0 12F-Osw 0.065 s 3.40 0.78 0 0 0 0 0 0 0 0 4A5.2ov 0.300 s 15.69 15.81 0 0 0 0 0 0 0 0 4A5-2ov 0.300 s 15.69 12.26 0 0 0 0 0 0 0 0 4A5-2ov 0.300 s 15.69 8.75 0 0 0 0 0 0 0 0 11D0 0.390 s 20.40 9.05 0 0 0 0 0 0 0 0 W 12F-Osw 0.065 w 3.40 0.78 0 0 0 0 1281 128 435 100 P 12C-Osw 0.091 4.76 0.761 0 0 0 0 0 0 0 0 C I 16B-50ad 0.020 1.05 0.93 0 0 0 0 224 224 234 209 C 17B-6al 0.105 5.49 3.96 0 0 0 0 0 0 0 0 F 19A-30bswp 0.034 1 1.49 0.27 266 266 397 71 0 0 0 0 F 19A-30bsw 0.034 1 1.49 0.27 0 0 0 0 28 28 42 7 F 19C-19csc 0.049 0.89 0.16 0 0 0 0 0 0 0 0 6 c)AED excursion -36 -21 Envelope loss/gain 1978 637 1473 630 12 a) Infiltration 395 37 319 30 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 900 0 Subtotal(lines 6 to 13) 2373 1574 1792 891 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 48 21 14 Subtotal 2373 1574 1840 811 15 Duct loads -0% 0% 0 0 0% 0% 0 0 Total room load 2373 1574 1840 911 LowlHigh Baseboard/Cool Air 5 3 81 4 3 47 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft, 2017-Feb-06 20:35:53 - A g Right-Suite®Universal 2017 17 0.17 RSU25329 Page 3 .cuments\Wrightsoft HVAC\Homestead-Greenport.rup Calc=MJ8 Front Door faces.SE - W wrightsoft° Right-JO Worksheet Job: AJ-2017-006 017 Entire House Date: Feb Jo By Anthony Jones BDR Management Pian: 16.85 245 Ronkonkama Ave,Ronkonkama,NY 11779 Phone:631-738-7374 1 Room name Master Bed Bath 2 Exposed wall 31 0 ft 0 ft 3 Room height 9.2 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 261 0 ft 8.0 x 6.0 ft 5 Room area 261 0 ft' 48.0 ft' Ty Construction LI-value Or HTM Area (ftp Load Area (ftl Load number (Btuh/ft'--°F) (Btuh/ftp or perimeter (ft) (Btuh) or perimeter (ft) (Bt h) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-Osw 0.065 n 3.40 0,78 120 74 250 57 0 0 0 0 1OD-v 0.380 n 19.87 6.78 0 0 0 0 0 0 0 0 4A5-2ov 0.300 n 15.69 8.75 00 0 0 0 0 0 0 4AS-2ov 0.300 n 15.69 8.75 0 0 0 0 0 0 0 0 11 4A5.2ov 0.300 n 15.69 8.75 47 0 730 407 0 0 0 0 2 0. 1 8.75 0 0 0 0 0 0 0 0 W 12F-Osw 0.065 a 3.40 0.78 128 128 435 100 0 0 0 0 4A5-2ov 0.300 a 15.6931.98 0 0 0 0 0 0 0 0 12F-Osw 0.065 s 3.40 0.78 0 0 0 0 0 0 0 0 4A5.2ov 0.300 s 15.69 15.81 0 0 0 0 0 0 0 0 4A5-2ov 0.300 s 15.69 12.26 0 0 0 0 0 0 0 0 4A5-2ov 0.300 s 15.69 8.75 0 0 0 0 0 0 0 0 11 DO 0.390 s 20.40 9.05 0 0 0 0 0 0 0 0 W 12F-Osw 0.065 w 3.40 0.78 0 0 0 0 0 0 0 0 P 1 sw 0.091 4. 6 0.76 0 0 0 0 0 D 0 0 C 16B-50ad 0.020 1.05 0.93 21 21 22 20 48 48 50 45 C 178.8x) 0.105 5.49 3.96 270 270 1484 1070 0 0 0 0 F 1 9A-30bswp 0.034 1.49 0.27 0 0 0 0 0 0 0 0 F I OA-30bmvp 0.034 49 0.27 30 30 45 6 0 0 0 0 F 19C-19CSCD 0.049 0.89 0.16 0 0 0 0 0 0 0 0 6 c)AED excursion -49 -1 Envelope loss/gain 2966 1613 50 44 12 a) Infiltration 330 31 0 0 b) Roan ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 0 0 Appliances/other 1 0 0 Subtotal(lines 6 to 13) 3295 2104 50 44 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 36 15 136 183 14 Subtotal 3331 2120 186 227 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 Total roan load 3331 2120 186 227 LowlHigh Baseboard/Cod Air 7F 51 109 0 0 12 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft' 2017-Feb-06 20:35:53 . 9 Right-Suite®Universal 2017 17 0.17 RSU25329 Page 4 cuments\Wrightsoft HVAC\Homestead-Greenport.rup Calc=MJ8 Front Door faces:SE AJ- -r- wrightsoft, Right-M Worksheet Job: Feb 027-006 017 Entire House Date: Feb o Jo By Anthony Jones BDR Management Plan: 16.85 245 Ronkonkama Ave,Ronkonkama,NY 11779 Phone:631-738-7374 1 Room name WIC 2 bedroom 3 2 Exposed wall 0 ft 26.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 70 x 6.0 ft 10.0 x 16.0 ft 5 Room area 42.0 ft' 160.0 ft' Ty Construction U-value Or HTM Area (ftl Load Area (ftp Load number (Btuh/Wt *F) (Btuh/ftp or perimeter (ft) (Bt h) or perimeter (ft) (Btuh) Heat cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 12F-Osw 0.065 n 3.40 0.78 0 0 0 0 0 0 0 0 1013-v 0.380 n 19.87 6.78 0 0 0 0 0 0 0 0 4A5-2ov 0.300 n 15.69 8.75 0 0 0 0 0 0 0 0 4A5-2ov 0.300 n 15.69 8.75 0 0 0 0 0 0 0 0 11 4A5-2ov 0.300 n 15.69 8.75 0 0 0 0 0 0 0 0 4A5 ov 0.300 n 15.69 8.75 0 0 0 0 0 0 0 0 IW 12F-Osw 0.065 a 3.40 0.78 0 0 0 0 0 0 0 0 4A5-2ov 0.300 a _15.69 31.98 0 0 0 _ 0 0 0 0 0 12F-Osw 0.065 s 3.40 0.78 0 0 0 0 80 49 167 38 4A5-2ov 0.300 s 15.69 15.81 0 0 0 0 0 0 0 0 4A5-20v 0.300 s 15.69 1226 0 0 0 0 31 16 486 380 4A5-2ov 0.300 s 15.69 8.75 0 0 0 0 0 0 0 0 11D0 0.390 s 20.40 9.05 0 _ 0 0 0 0 0 0 0 W 12F-Osw 0.065 w _3.40 0.781 0 01 0 0 128 128 435 100 P 12C-Osw 0.091 4.76 0.76 0 0 0 0 0 0 0 0 C i 16B-50ad 0.020 1.05 0.93 42 42 44 39 160 160 167 149 C 17B-6al 0.105 5.49 3.96 0 0 0 0 0 0 0 0 F 19A-30bswp 0.034 1.49 0.27 0 0 0 0 0 0 0 0 F_ 19A-30bsw _ 0.034 1.49 0.27 0 0 0 _ 0 0 0 0 0 F 19C-19cscv 0.049 0.89 0.16 0 0 0 0 130 130 115 21 f 6 c)AED excursion -1 71 Envelope loss/gain 44 38 1371 759 12 a) Infiltration 0 0 276 26 b) Room ventilation 0 01 0 0 13 Intemal gains: Occupants @ 230 0 0 1 230 Appliances/other 0 0 Subtotal(lines 6 to 13) 144 38 1647 1015 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 88 162 36 15 14 Subtotal 132201 1683 1031 15 Duct loads -0% 0% 0 0 0% 0% 0 0 FTTotal room load 132 201 1683 1031 LowlHigh Baseboard/Cool Air 0 0 10 3 2 53 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft` 2017-Feb-06 20:35:53 Right-Suite®Universal 2017 17 0.17 RSU25329 Page 5 cuments\Wrightsoft HVAC\Homestead-Greenport.rup Calc=MJ8 Front Door faces.SE -+ wrightsoft, Right-J®Worksheet Job: AJ-2017-006 Entire House Date: Feb 02,2017 By: Anthony Jones BDR Management Pfan: 16.85 245 Ronkonkama Ave,Ronkonkama,NY 11779 Phone:631-738-7374 1 Room name Master Bath WIC 1 2 Exposed wall 14.0 ft 70 ft 3 Room height 8.0 ft heat/cod 8.0 ft heat/cod 4 Room dimensions 14.0 x 10.0 ft 70 x 4.0 ft ft 5 Room area 140.0 ft' 28.0 ft' Ty Construction U-value Or HTM Area (ftl Load Area M Load number (Btuh/ft'--°F) (Btuh/ftj or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat cod Gross N/P/S Heat cod Gross NIP/S Heat Cool 6 12F-Osw 0.065 n 3.40 0.78 112 91 308 71 56 56 190 44 10D-v 0.380 n 19.87 6.78 0 0 0 0 0 0 0 0 4A5.20 v 0.300 n 15.69 8.75 0 0 0 0 0 0 0 0 4A5.2ov 0.300 n 15.69 8.75 21 0 335 187 0 0 0 0 11 4A5.2ov 0.300 n 15.69 8.75 0 0 0 0 0 0 0 0 14 4A5-2ov 0.300 n 15.69 8.761 0 01 0 0 0 0 0 T12F-Osw 0.065 a 3.40 0.78 0 0 0 0 0 0 0 0 -.G 4A5-2ov 0.300 a 15.69 31.98 0 0 0 0 0 0 0 0 12F-Osw 0.065 s 3.40 0.78 0 0 0 0 0 0 0 0 4A5.2ov 0.300 s 15.69 15.81 0 0 0 0 0 0 0 0 4A5-2ov 0.300 s 15.69 12.26 0 0 0 0 0 0 0 0 4A5.2ov 0.300 a 15.69 8.75 0 0 0 0 0 0 0 0 11DO 0.390 s 20.40 9.05 0 0 0 0 0 0 0 0 W I 12F-Osw 0.065 w 3.40 0.78 0 0 0 0 0 0 0 0 P w 0.091 4.76 0,76 0 0 0 0 0 0 0 0 C 16B-50ad 0.020 1.05 0.93 140 140 146 131 28 28 29 26 C 17B-6al 0.105 5.49 3.96 __0-- 0 0_ 0 0 0 0 0 F I 9A-30bswp 0.034 1 49 0.27 0 0 0 0 0 0 01 0 F I QA-30bswp 0.034 1.49 0.27 10 10 15 3 to- 10 15 3 F 19C-19cscD 0.049 0.89 0.16 0 0 0 0 0 0 0 0 6 c)AED excursion -9 -2 Envelope loss/gain 804 382 235 71 12 a) Infiltration 149 14 74 7 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 953 396 309 78 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 9 253 0 0 14 Subtotal 963 648 309 7B 15 Duct loads -0% 0%, 0 0 -0% 0% 0 0 Total room load 963 648 309 78 LowlHigh Baseboard/Cod Air 1 2 11 33 1 01 4 _ Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft` 2017-Feb-06 20:35:53 g Right-Suite®Universal 2017 17.0.17 RSU25329 Page 6 .cuments\Wrightsoft HVAC\Homestead-Greenport.rup Calc=MJ8 Front Door faces:SE AJ- +F-wrightsoft, Right-J®Worksheet Job: Feb 027-006 017 Entire House Date: Feb o Jo By Anthony ones BDR Management L: 16.85 245 Ronkonkama Ave,Ronkonkama,NY 11779 Phone.631-738-7374 1 Room name Laundry Hall 2 Exposed wall O ft O ft 3 Room height 8.0 ft heat/cool 8.7 ft heat/cod 4 Room dimensions 6.0 x 3.0 ft 1 0 x 114.0 ft 5 Room area 16.0 ft2 114.0 ft' Ty Construction U-value Or HTM Area (ftp Load Area (ftp Load number (Btuh/ft?°F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 612F-Osw 0.065 n 3.40 0.78 0 0 0 0 56 56 190 44 1100-V 0.380 n 19.87 6.78 0 0 0 0 0 0 0 0 4A5-2ov 0.300 n 15.69 8.75 0 0 0 0 0 0 0 0 4A5-2ov 0.300 n 15.69 8.75 0 0 0 0 0 0 0 0 11 4A5-2ov 0.300 n 15.69 8.75 0 0 0 0 0 0 0 0 4 5 v _ 0.300 n _15.69 8.75 0 0 0 0 0 0 0 0 1W 12F-Osw 0.065 a 3.40 0.78 0 0 0 0 0 0 0 0 L-G 4A5-2ov 0.300 a 1.5.69 31.98 0 0 0 0 0 0 0 0 12F-Osw 0.065 s 3.40 0.78 0 0 0 0 0 0 0 0 4A5-2ov 0.300 s 15.69 15.81 0 0 0 0 0 0 0 0 4A5-2ov 0.300 s 15.69 12.26 0 0 0 0 0 0 0 0 4A5-2ov 0.300 s 15.69 8.75 0 0 0 0 0 0 0 0 11D0 0.390 s 20.40 9.05 0 0 0 0 0 0 0 0 W 12F-Osw 0.065 w 3.40 0.76 0 0 01 0 12 12 41 9 P 12 -Osw 0.091 _4.76 0.76 0 0 0 0 0 0 0 0 C 166-50ad 0.020 1.05 0.93 18 18 19 17 93 93 97 87 C 17B-6al 0.105 5.49 3.96 0 0 _ 0 0 23 23 129 93 F 19A-30bswp 0.034 1.49 0.27 0 0 0 0 0 0 0 0 F 1 9A-30bswp 0.034 1.49 0.27 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.89 0.16 0 0 0 0 0 0 0 0 6 c)AED excursion -12 -5 Envelope loss/gain 19 5 457 227 12 a) Infiltration 0 0 90 9 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants(d1 230 0 0 0 0 Appliances/other 500 0 Subtotal(lines 6 to 13) 19 505 548 236 Less extemal load 0 0 0 0 Less transfer 0 0 0 0 Redistnbution -19 -505 -548 -236 14 Subtotal 0 0 0 0 15 1 Duct loads 1 -0% 0%1 0 0 -0%10% 0 0 Total room load 0 0 0 0 LowlHigh Baseboard/Cod Air 0 0 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft" 2017-Feb-06 20:35:53 Right-Suite®Universal 2017 17.0.17 RSU25329 Page 7 currents\Wrightsoft HVAC\Homestead-Greenpon.rup Calc=MJ8 Front Door faces.SE F wrightsoft Right-J®Worksheet Job: AJ-2017-006 Entire House Date: Feb 02,2017 By: Anthony Jones BDR Management Plan: 16.85 245 Ronkonkama Ave,Ronkonkama,NY 11779 Phone:631-738-7374 1 Room name Bedroom 2 Open Foyer 2 Exposed wall 16.0 ft 8.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cod 4 Room dimensions 10.0 x 14.0 ft 8.0 x 9.0 ft 5 Room area 140.0 ft' 72.0 ft' Ty Construction U-value Or HTM Area M11 Load Area (ftl Load number (Btuh/ft"F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 12F-0sw 0,065 n 3.40 0.78 0 0 0 0 0 0 0 0 1OD-v 0.380 n 19.87 6.78 0 0 0 0 0 0 0 0 4A5-2ov 0.300 n 15.69 8.75 0 0 0 0 0 0 0 0 4A5-2ov 0.300 n 15.69 8.75 0 0 0 0 0 0 0 0 11 4A52ov 0.300 n 15.69 8.75 0 0 0 0 0 0 0 0 4A5-2ov 0.300 n 1 .69 8. 0 0 0 0 0 0 0 0 1(V 12F-Osw 0.065 a 3.40 0.78 40 40 136 31 0 0 0 0 I� 4A5 2ov 0.300 a 15.69 31.98 0 0 0 0 0 0 0 0 12F-Osw 0.065 s 3.40 0.78 80 49 167 38 64 56 190 44 4A5.2ov 0.300 s 15.69 16.81 31 0 486 490 8 0 126 127 4A5.2ov 0.300 s 15.69 12.26 0 0 0 0 0 0 0 0 4A5.2ov 0.300 s 15.69 8.75 0 0 0 0 0 0 0 0 11DO 0.390 s 20.40 9.05 0 0 0 0 0 0 0 0 W 12F-Osw 0.065 w 3.40 0.78 8 8 27 61 0 0 0 0 P 1 -Osw 0.091 4.76 0.76 0 0 0 0 0 0 0 0 C 16B-50ad 0.020 1.05 0.93 140 140 146 131 72 72 75 67 C 17B-6al 0.105 5.491 3.96 0 0 0 0 0 0 01 0 F 19A-30bswp 0.034 1.49 0.27 0 0 0 0 0 0 0 0 F I 9A-30bswp 0.034 1.49 0.27 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.89 0.16 42 42 37 7 0 0 0 0 6 c)AED excursion 122 31 Envelope loss/gain 1000 825 391 269 12 a) Infiltration 170 16 85 8 b) Room ventilation 1 0 0 01 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 1170 1071 476 277 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 119 51 95 41 14 Subtotal 1289 1123 572 318 15 Duct loads -0% 0% 0 0 -0% 0% 0 0 Total room load 1289 1123572 318 LowlHigh Baseboard/Cod Air 3 2 58 1 1 16 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft' 2017-Feb-06 20:35:53 �A 9 Right-Suite®Universal 2017 17.0.17 RSU25329 Page 8 cumentsXWrightsoft HVAC\Homestead-Greenport.rup Calc=MJ8 Front Door faces:SE -rFr wrightsoft, Right-JO Worksheet Job: 7-006 Date: Feb Feb 02 02,2017 Entire House gy: Anthony Jones BDR Management Plan: 16.85 245 Ronkonkama Ave,Ronkonkama,NY 11779 Phone:631-738-7374 1 Room name Livingroom 2 Exposed wall 46.0 ft 3 Room height 12.3 ft heat/cool 4 Room dimensions 1 0 x 405.0 ft 5 Room area 405.0 ft' Ty Construction U-value Or HTM Area (ftl Load Area Load number (Btuh/ft'--"F) (Btuor perimeter (ft) (Bt h) or perimeter Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 12F-Osw 0.065 n 3.40 0.78 120 120 408 94 10D-v 0.380 n 19.87 6.78 0 0 0 0 4A5.20v 0.300 n 15.69 8.75 0 0 0 0 4A5-2ov 0.300 n 15.69 8.75 0 0 0 0 11 4A5-2ov 0.300 n 15.69 8.75 0 0 0 0 4A5-2ov 0.300 n 15.69 8.75 0 0 0 0 W 12F-Osw 0.065 a 3.40 0.78 226 195 663 152 4A5 2ov 0.300 a 15.69 31.98 31 0 486 991 12F•Osw 0.065 s 3.40 0.78 234 153 520 119 4A5-2ov 0.300 s 15.69 15.81 47 0 730 735 4A5-2ov 0.300 s 15.69 12.26 0 0 0 0 4A5-2ov 0.300 s 15.69 8.75 13 13 210 117 11D0 0.390 s 20.40 9.05 21 21 428 190 W 12F-Osw 0.065 w 3.40 0.78 82 82 279 64 P 12C-Osw 0.091 4.76 0.76 0 0 0 0 C 168-50ad 0.020 1.05 0.93 26 26 27 24 C 17B-6al 0.1051 5.49 3.96 370 370 2032 1465 F 19A-30bswp 0.0341 1.49 0.27 405 4051 604 107 F 1 9A-30bswp 0.0341 1.49 0.27 0 0 0 0 F 19C-19cscp 0.049 0.89 1 0.16 0 0 0 0 6 c)AED excursion -114 Envelope loss/gain 6388 3946 12 a) Infiltration 880 83 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 900 Subtotal(lines 6 to 13) 7268 4929 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 7268 4929 15 Duct loads -0% 0% 0 0 Total room load 7268 4929 LowlHigh Baseboard/Cool Air 151 10 254 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2017-Feb-06 20:35:53 Right-Suite®Universal 2017 17 0.17 RSU25329 Page 9 cuments\Wrightsoft HVAC\Homestead-Greenport.rup Calc=MJ8 Front Door faces: SE Loads for Multiple Orientations Job: AJ-2017-006 wrightsoft, P Date: Feb 02,2017 Entire House By: Anthony Jones Plan: 16.85 BDR Management 245 Ronkonkama Ave,Ronkonkama,NY 11779 Phone:631-738-7374 Project • • For Williams, Castel Group Lot 67.625 Homestead Way, Greenport, NY 11944 Phone: 516-367-3000 Web- www.goldcoasthomesandestates.com Design C• • • Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 68 75 Elevation: 82 ft Design TD (°F) 52 9 Latitude: 41'N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 414 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Wet bulb(°F) - 72 Wind speed (mph) 15.0 7.5 Front Door North Northeast East Southeast South Southwest West Northwest Sensible Load (Btuh) 22806 23763 21313 17647 21712 23665 21686 17459 Latent Load (Btuh) 4426 4426 4426 4426 4426 4426 4426 4426 Total Load (Btuh) 27232 28189 25739 22073 26137 28091 26112 21885 Heating AVF(cfm) 850 850 850 871 850 892 850 871 Cooling AVF (cfm) 850 850 850 871 850 892 850 871 Building Orientation Cooling Load 3000 ., 25000 L m 0 20000 ns 0 J �' 15000-- 0 0 U m 10000-- 5000-- 01 0005000 N NE E SE S SW W NW Direction Front Door faces Current Orientation: Front Door faces Southeast Highest Cooling Load: Front Door faces Northeast Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017-Feb-06 20:35:55 wrightsoft' Right-Suite®Universal 2017 17.0.17 RSU25329 Page 1 till .cuments\Wrightsoft HVAC\Homestead-Greenport.rup Calc=MJ8 Front Door faces:SE N Level 2 50'-0" F X10 cfm 40 cfm WIT14 12 cf6 cfm 666x6 4x8 18 6x8 6 x 8 MastE Bath Bedroom Master Bed 4x24 4x24 4x24 4x24 4x24 WIC 2 Laundry F T ;Bath 2 cfm x 84x 4 4x24 32'-0" cfm _ _ 14" H I — 14,E 41 cfm x 24 4x24 4x24 bedroom Open F14xer open to below Bedroom 6 E- cf 6x8 6x8 4 Cf 69 d Job#:AJ-2017-006 BDR Management Scale: 1 107 Performed by Anthony Jones for. Page 1 Williams 245 Ronkonkama Ave Right-Suite®Universal 2017 Lot 67.625 Homestead WayRonkonkama, NY 11779 17.0.17 RSU25329 Greenport,NY 11944 Phone: 631-738-7374 2017-Feb-06este d-Gr 02 Phone 516-367-3000 oft HVACUiomestead-Greenport.rup www.goldcoasthomesandestates.com N Level 1 57'-0"LA — T F 6 din F 96 cfm F 1 dm 1 Cf n F 49 drn F 49 6 x 8 4x8 4x8 4x8 4x8 4x8 Family Room 4 x 26edroom 1 4 x 24 4 x 24 Kitchen/Breakfast 4 x 24 4 x 24 4 x 24 4x24 01 x24 j- 8� 4 4 16" 37'-0" F65 d 4 x 24 4 x 24 4 24 4x24 T 4x 4 Liv* room Foyer Garage 8 8 8 x 8 F y 02 cfm 4x8 4x 102 302 cfM E 39 cfm —6-0"- 414'-0"� Job#:AJ-2017-006 BDR Management Scale. 1 . 107 Performed by Anthony Jones for. Page 2 Williams 245 Ronkonkama Ave Right-Suite®Universal 2017 Lot 67.625 Homestead Way Ronkonkama, NY 11779 17.0.17-06 220::4422:: 02 Greenport,NY 11944 Phone. 631-738-7374 2017-F este Phone:516-367-3000 oft HVAC\Homstead-Greenport.rup www.goldcoasthomesandestates.com Duct System Summary Job: AJ-2017-006 - - wrightsoft, Date: Feb 02,2017 Entire House By: Anthony Jones BDR Management Plan: 16.85 245 Ronkonkama Ave,Ronkonkama,NY 11779 Phone 631-738-7374 Project • • For- Williams, Castel Group Lot 67.625 Homestead Way, Greenport, NY 11944 Phone: 516-367-3000 Web: www.goldcoasthomesandestates.com Heating Cooling External static pressure 0.10 in H2O 0.10 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.10 in H2O 0.10 in H2O Supply/ return available pressure 0.065/0.035 in H2O 0.065/ 0.035 in H2O Lowest friction rate 0.032 in/100ft 0.032 in/100ft Actual air flow 871 cfm 871 cfm Total effective length (TEL) 317 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk Bath c 227 7 14 0.041 3.8 8x4 VIFx 13.0 145.0 SO Bedroom t h 1470 56 29 0.052 6.1 8x6 VIFx 19.0 105.0 st13 Bedroom 1-A h 1470 56 29 0.061 5.9 8x4 VIFx 11.0 95.0 st3 Bedroom 2 c 1123 49 69 0.052 6.7 8x6 VIFX 29.0 95.0 st7 Bedroom 4 h 1840 70 56 0.058 6.5 8X6 VIFX 16.0 95.0 st6 Family Room c 787 45 49 0.048 5.9 8x4 VIFx 40.0 95.0 st19 Family Room-A c 787 45 49 0.038 6.2 8X4 VIFX 53.0 115.0 st21 Foyer h 1023 39 36 0.049 5.4 8x4 VIFx 36.0 95.0 st16 Foyer-A h 1023 39 36 0.052 5.4 8x4 VIFx 29.0 95.0 st15 Kitchen/Breakfast h 1336 51 50 0.050 6.0 8X4 VIFX 34.0 95.0 st18 Kitchen/Breakfast-A h 1336 51 50 0.057 5.8 8x4 VIFx 18.0 95.0 st14 Livingroom c 1643 92 102 0.039 8.1 8x 8 VIFx 49.0 115.0 st20 Livingroom-A c 1643 92 102 0.032 8.5 8x8 VIFX 60.0 145.0 st22 Livingroom-B c 1643 92 102 0.049 7.8 8x8 VIFX 38.0 95.0 st17 Master Bath c 648 36 40 0.053 5.4 8x4 VIFx 28.0 95.0 st8 Master Bed c 1060 63 66 0.040 6.9 8x 6 VIFx 45.0 115.0 st11 Master Bed-A c 1060 63 66 0.032 7.2 8x6 VIFx 54.0 145.0 st12 Open Foyer h 572 22 20 0.044 4.5 8x 4 VIFX 32.0 115.0 st9 WIC 1 h 309 12 5 0.042 3.6 8x4 VIFx 39.0 115.0 st10 WIC 2 c 201 5 12 0.032 3.9 8x4 VIFx 270 175.0 st1A bedroom 3 c 1031 64 64 0.057 6.3 8x 6 VIFx 18.0 95.0 st5 2017-Feb-06 20:36.42 wr ightSOft' Right-Suite-8 Universal 2017 17 0.17 RSU25329 Page 1 cuments\Wrightsoft HVAC\Homestead-Greenport.rup Calc=MJ8 Front Door faces:SE Supply Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st16 Peak AVF 39 36 0.049 58 4.7 24 x 4 ShtMetl st4 s1:20 Peak AVF 92 102 0.039 153 7.1 24 x 4 ShtMetl st4A st13 Peak AVF 56 29 0.052 83 5.3 24 x 4 ShtMetl st2 st18 Peak AVF 51 50 0.050 76 5.2 24 x 4 ShtMetl st4 st19 Peak AVF 45 49 0.048 73 5.2 24 x 4 ShtMetl st4 st6 Peak AVF 70 56 0.058 104 5.7 24 x 4 ShtMetl st1 st11 Peak AVF 63 66 0.040 98 6.0 24 x 4 ShtMetl st1A st5 Peak AVF 64 64 0.057 96 5.5 24 x 4 ShtMetl st1 st8 Peak AVF 36 40 0.053 60 4.7 24 x 4 ShtMetl st1 st10 Peak AVF 12 5 0.042 18 3.1 24 x 4 ShtMetl st1A st7 Peak AVF 49 69 0.052 104 5.8 24 x 4 ShtMetl st1 st9 Peak AVF 22 20 0.044 32 3.9 24 x 4 ShtMetl st1A st17 Peak AVF 92 102 0.049 153 6.8 24 x 4 ShtMetl st4 st22 Peak AVF 92 102 0.032 153 7.4 24 x 4 ShtMetl st4B st14 Peak AVF 51 50 0.057 76 5.1 24 x 4 ShtMetl st4 st3 Peak AVF 56 29 0.061 83 5.2 24 x 4 ShtMetl st21 Peak AVF 45 49 0.038 73 5.4 24 x 4 ShtMetl st4A st15 Peak AVF 39 36 0.052 58 4.7 24 x 4 ShtMetl st4 st12 Peak AVF 63 66 0.032 98 6.2 24 x 4 ShtMetl st1B st4 Peak AVF 544 576 0.032 432 14.1 24 x 8 ShtMetl st4A Peak AVF 228 252 0.032 189 10.4 24 x 8 ShtMetl st4 st46 Peak AVF 92 102 0.032 153 7.4 24 x 4 ShtMetl st4A st2 Peak AVF 56 29 0.052 83 5.3 24 x 4 ShtMetl st1A Peak AVF 164 168 0.032 252 8.9 24 x 4 ShtMetl st1 st1B Peak AVF 63 66 0.032 98 6.2 24 x 4 ShtMetl st1A sti Peak AVF 390 412 0.032 309 12.4 24 x 8 ShtMetl Return Branch Detail • Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb1 Ox 0 655 633 112.0 0.032 469 16.0 Ox 0 VIFx rt4 rb2 Ox 0 390 412 99.0 0.036 385 140 Ox 0 VIFx rt3 Return Trunk Detail • Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt4 Peak AVF 655 633 0.032 469 16.0 0 x 0 ShtMetl rt2 rt3 Peak AVF 390 412 0.036 385 14.0 0 x 0 ShtMetl rt1 rt2 Peak AVF 655 633 0.032 469 16.0 0 x 0 ShtMetl rt1 Peak AVF 390 412 0.036 385 140 0 x 0 ShtMetl 2017-Feb-06 20:36.42 AC .�+ wrightsOft� Right-Suites Universal 2017 17 0.17 RSU25329 Page 2 ACCA ..cuments\Wrightsoft HVAC\Homestead-Greenport.rup Calc=MJ8 Front Door faces:SE Static Pressure and Friction Rate Job: AJ-2017-006 wrightsoft Date: Feb 02,2017 Entire House By: Anthony Jones BDR Management Plan: 16.85 245 Ronkonkama Ave,Ronkonkama,NY 11779 Phone:631-738-7374 Project Information For- Williams, Castel Group Lot 67 625 Homestead Way, Greenport, NY 11944 Phone: 516-367-3000 Web: www goldcoasthomesandestates.com AvailablePressure Heating Cooling (in H2O) (in H2O) External static pressure 0.10 0.10 Pressure losses Coil 0 0 Heat exchanger 0 0 Supply diffusers 0 0 Return grilles 0 0 Filter 0 0 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.10 0.10 Total • Supply Return (ft) (ft) Measured length of run-out 3 3 Measured length of trunk 57 19 Equivalent length of fittings 145 90 Total length 205 112 Total effective length 317 Friction Heating Cooling (in/100ft) (in/100ft) Supply Ducts 0.032 < 0.06 0.032 < 0.06 Return Ducts 0.032 < 0.06 0.032 < 0.06 Fitting Equivalent LengthDetails Supply 4AD=60, 111=10, 12H1=20, 12H1=20, 1C=35. TotalEL=145 Return 6M=20, 8B3=20, 111=10, 5D=40: TotalEL=90 2017-Feb-06 20:36.42 wrightrsOft Right-Suite®Universal 2017 17.0.17 RSU25329 Page 1 cuments\Wrightsoft HVAC\Homestead-Greenport.rup Calc=MJ8 Front Door faces:SE MIMI HVAC Design Report ENERGY STAR Certified Homes, Version 3 / 3. 1 (Rev. 08) HVAC Designer Responsibilities: •Complete one HVAC Design Report for each system design for a house plan,created for either the specific plan configuration(i.e.,elevation, option,orientation,&county)of the home to be certified or for a plan that is intended to be built with potentially different configurations(i.e., different elevations,options,and(or orientations).Visit www.energystargovlnewhomeshvacdesign and see Footnote 2 for more information. •Obtain efficiency features(e g.,window performance,insulation levels,and infiltration rate)from the builder or Home Energy Rater. .Provide the completed HVAC Design Report to the builder or Credentialed HVAC contractor and to the Home Energy Rater. 1.Design Overview 1.1 Designer name: Rich Barbado Designer company,BDR Management Date: Feb 02,2017 1.2 Select which party you are providing these design services to: 0 Builder or O Credentialed HVAC contractor 1.3 Name of company you are providing these design services to(if different than Item 1 1) Castel Group 14 Area that system serves. M Whole-house E3 Upper-level O Lower-level O Other 1.5 Is cooling system for a temporary occupant load? p Yes M No 1.6 House plan: 16.85 Check box to indicate whether the system design is site-specific or part of a group: M Site-specific design.Option(s)&elevation(s)modeled: E3 Group design.Group#-0 out of 0 total groups for this house plan. Configuration modeled: Designer 2.Whole-House Mechanical Ventilation Design Verified Airflow: 2.1 Ventilation airflow design rate&run-time meet the requirements of ASHRAE 62.2-2010 or 2013 O 2.2 Ventilation airflow rate required by 62.2 for a continuous system 114 CFM 2.3 Design for this system:Vent.airflow rate: CFM Run-time per cycle: 0 minutes Cycle time: 0 minutes System Type&Controls: 2.4 Specified system type: E:I Supply O Exhaust M Balanced 2.5 Specified control location: (e.g.,Master bath,utility room) - 2.6 Specified controls allow the system to operate automatically,without occupant intervention O 2.7 Specified controls include a readily-accessible ventilation override and a label has also been specified if its function is not obvious(e.g.,a label is required for a standalone wall switch,but not for a switch that's on the ventilation equipment) 2.8 No outdoor air intakes designed to connect to the return side of the HVAC system,unless specified controls operate 0 intermittently and automatically based on a timer and restrict intake when not in use(e.g.,motorized damper) Sound: 12.9 The fan of the specified system is rated s 3 sones if intermittent ands 1 sone if continuous,or exempted O Efficient 2.10 If system utilizes the HVAC fan,then the specified fan type in Item 4 7 is ECM/ICM,or the specified controls will reduce 0 the standalone ventilation run-time by accounting for hours when the HVAC system is heating or cooling 2.11 If bathroom fans are specified as part of the system,then they are ENERGY STAR certified D Air Inlet Location: (Complete this section if system has a specified air Inlet location;otherwise check"NIA") O NIA 2.12 Inlet pulls ventilation air directly from outdoors and not from attic,crawlspace,garage,or adjacent dwelling unit 2.13 Inlet is 2 2 ft.above grade or roof deck;a 10 ft.of stretched-string distance from known contamination sources(e.g., stack,vent,exhaust,vehicles)not exiting the roof,and Z 3 ft.from known sources exiting the roof 3.Room •Room Heating&Cooling Loads 3.1 Room-by-room loads calculated using: M UnaloriciciedACCA Manual J v8 =1 2013ASHRAE Fundamentals O Other perAHJ - 3.2 Indoor design temperatures used in loads are 70°F for heating and 75°F for cooling 3.3 Outdoor design temperatures used in loads (See Footnote 12 and energystar.gov/hvacdesigntemps) County&State selected: Suffolk,NY Cooling season: 84°F Heating season: 16'F 3.4 Number of occupants used in loads. 6 3.5 Conditioned floor area used in loads 2768 Sq.Ft. - 3.6 Window area used in loads 419 Sq.Ft. - 3.7 Predominant window SHGC used in loads. 0.31 3.8 Infiltration rate used in loads. Summer 0.08 Winter: 0.15 - 3.9 Mechanical ventilation rate used in loads. 114 CFM Loads At Design Conditions(kBtuh) N NE E SE S SW W NW 3.10 Sensible heat gain(By orientation) 22.8 23.8 21.3 17.6 21 7 23.7 21 7 17.5 - Cooling 3.11 Latent heat gain(Not by orientation) 4.4 3.12 Total heat gain(By orientation) 27.2 28.2 25.7 22.1 26.1 28.1 26.1 21.9 - 3.13 Maximum-minimum total heat gain(Item 3.12)across orientations= 6.3 kBtuh Variation is s 6 kBtuh p Heating 3.14 Total heat loss(Not by orientation) 35.2 1 - 2017-Feb-06 20:36:42 -rf- wrightsoft- Right-Suite®Universal 2017 17 0.17 RSU25329 Page 1 .currents\Wrightsoft HVAC\Homestead-Greenport.rup Calc=MJ8 Front Door faces:SE �; e HVAC Design Report ENERGY STAR Certified Homes, Version 3 / 3.1 (Rev. 08) Designer 4.Heating&Cooling Equipment Selection Verified 4.1 Equipment selected perACCA Manual S(see Footnote 19&20) O Air Conditioner/Heat Pum (Complete if air conditioner or heat pump will be installed;otherwise check"N/A° E3 NIA 4.2 Equipment type: M Cooling-only air conditioner or p Cooling&heating heat pump - 4.3 Condenser manufacturer&model: Rheem RA1630AJ 1 NA - 4.4 Evaporator/fan coil manufacturer&model: Rheem RCF3617STAVUA+R97VA060M317USA - 4.5AHRI reference* 8914961 - 4.6AHRI listed efficiency: 13 / 16 EER/SEER Air-source heat pump: HSPF Ground-source heat pump: COP - 4.7 Evaporator fan type: p PSC O ECM/ICM N Other - 4.8 Compressor type: M Single-speed O Two-speed O Variable-speed - 4.9 Latent capacity at design conditions,from OEM expanded performance data: 4.5 kBtuh - 4A0 Sensible capacity at design conditions,from OEM expanded performance data: 23.9 kBtuh - 4 11 Total capacity at design conditions,from OEM expanded performance data: 28.4 kBtuh - 4 12Air-source heat pump capacity, At 17°F 0 kBtuh At 47°F 0 kBtuh M N/A - 4.13 Cooling sizing%=Total capacity(Item 4 11)divided by maximum total heat gain(Item 3.12). 101 % - 4.14 Complete this Item if Condition B Climate will be used to select sizing limit in Item 4 15.Otherwise,check"N/A 111111 N/A - 4 14.1 Load sensible heat ratio=Max.sensible heat gain(Item 3.10)/Max.total heat gain(Item 3.12) = 84% - 4 14.2 HDD/CDD ratio(Visit energystar.gov/hvacdesigntemps to determine this value for the design location) 17 - 4 15 Check box of applicable cooling sizing limit from chart below - Equipment Type(Per Item 4.2)& Compressor Type(Per Item 4.8) Climate Condition(Per Item 4.14) Single-Speed Two-Speed Variable-Speed For Cooling-Only Equipment or Recommended:90-115% Recommended:90-120% Recommended:90-130% For Cooling Mode of Heat Pump in M o O a O a Condition A Climate Allowed:90-130/a Allowed:90-140/o Allowed:90-160/o For Cooling Mode of Heat Pump in O 90%-100%,plus 15 kBtuh O 90%-100%,plus 15 kBtuh O 90%-100%,plus 15 kBtuh Condition B Climate 4.16 Cooling sizing%(4.13)is within cooling sizing limit(4 15) Furnace (Complete if furnace will be installed;otherwise check"NA") 0 N/A 4.17 Furnace manufacturer&model: Rheem R96VA0402317MSARHC 4 18 Listed efficiency 96 AFUE - 4.19 Total capacity 41 kBtuh - 4.20 Heating sizing%=Total capacity(Item 4 19)divided by total heat loss(Item 3.14) 116% - 4.21 Check box of applicable heating sizing limit from chart below - When Used for Heating Only When Paired With Cooling 0 100-140% 111111 Recommended:100-140%Allowed:100-200% 4.22 Heating sizing%(4.20)is within heating sizing limit(4.21) 5.Duct Desi n (Complete if heating or cooling equipment will be installed with ducts;otherwise check"N/A" O NIA 5.1 Duct system designed for the equipment selected in Section 4,per ACCA Manual D 5.2 Design HVAC fan airflow Cooling mode 871 CFM Heating mode 871 CFM 5.3 Design HVAC fan speed setting(e.g.,low,medium,high) Cooling mode Medium Heating mode Medium - 5.4 Design total external static pressure(corresponding to the mode with the higher airflow in Item 5.2) 0.1 IWC - 5.5 Room-by-room design airflows documented below which must sum to the mode with the higher airflow in Item 5.2 Room Name Design Airflow(CFM) Room Name Design Airflow(CFM) 1 Bath 12 13 Master Bed 109 2 Bedroom 1 48 14 Open Foyer 16 3 Bedroom 2 58 15 WIC 1 4 4 bedroom 3 53 16 WIC 2 10 5 Bedroom 4 47 17 6 1 Family Room 81 18 7 Foyer 60 19 8 Hall 0 20 9 Kitchen/Breakfast 84 21 10 Laundry 0 22 11 Livingroom 254 23 12 1 Master Bath 33 Total for all rooms 871 r 1 Itt50ft" 2017-Feb-06 20:36.42 W 9 Right-Suite®Universal 2017 17.0.17 RSU25329 Page 2 currents\Wrightsoft HVAC\Homestead-Green port.rup Calc=MJ8 Front Door faces:SE I 2"X 2" BALUSTERS 2-1 Gd COMMON @ 5"O.0 ------- NAIL5 @ G. O.C. --- _A B li 3 3 4 4"X 4" - -CONT. 2"X 1 011 POST, TYP. -- -- - - BAND J015T h INTERMEDIATE LCCC F RING - � HDU5 2"X G" DECK JOISTS PREDEFLECTED HOLDDOWN 581_0„ cn ' 6 0.C. LU 2G (EITHER SIDE) ---- - 501ST OA�IGER" o ONE EA. SIpE OF POST --- f G" --(2)1/2"GALV THROUGH BOLTS, — PROVIDE WA5HER5 AND TYPICAL CORNER HOLD-DOWN 4'-8" 22'-G" 4'-1 1" 2-01 7'-2" 21-0° 9'-9" 9'-8" 2'-0" LOCK WA5HER5. ------- N w � z u� �, _ o PLAN DETAIL 4„ 4° Ck • _ Q = SCALE:N.T.S. 11 — Nr 51MP50N H2.5T — (2)2 X 8_ HURRICANE TIE N' 12"0 P.C. IER o - -- GALV. MTL. AREAWAY(TYP.) GIRDER A5 NOTED 3'-O" BELOW G DE w - �O N LINE OF CANT. ABOVE. 1 _ O 51MPSON GALV.METAL w HDU5 -- ----- - - x REFER TO TYPICAL PLYWOOD INSULATE '-' 2 x 8 LEDGER - - " PREDEFLECTEv HOLvvowN� TYPI AL 2 X 6 LEDGER N CORNER HOLD � P05T ANCHOR(PB 5ERIE5)- ___ _ _ N -LINE OF CANTILEVER ABOVE ' I -- I/2" DIA x 4" LONG (MIN.) GALV (EITHER.SIDE) — '• 8" P.C. FOUNDATION WALL ON � -- _ _ - - �— — -- - - - -- � __ DOWN DETAIL � en OR EO.' BOAR LAG SCREWS w/GALV. WASHERS, " " I - - - _ �� PLYWOOD INSULATE 51MP50N GALV.METAL SEE PATTERN BELOW. 16 x 8f P.C. FOOTING W/ I / THIS SHEET P05TANCHOR(PBSERIES)- T NS5 NTDN ��I� ROD�THREADED CONT. 2X4 KEYWAY (TYP.) - - - - - - - - - - - - - - - - - - - - - - - — � -2814 — - - - - - - - - - - - - - - cv — - - - - - - - - - -j— 2814 - - - - - - OR EO.' --- :(4) EACH DECK CNW N I _ - - - - - -_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T - I ' � - -- • A5 PfFR MANUFACTURER5 INSTRUCTIONS O I — { I N VJ PROVIDE AND INSTALL ALL FA5TENERS — — — — — — — — — a..� - - ----- - - -- ---- -- GOUPL._R NUTS I & �-+ �I - - TWICAL DECK DETAIL + _ _ I •—+ o 5l8"O THREADED N I � �-------- O O I � �, ^� O -_- -- - --- ROD ------- --------4 I N ; N m I L — � ?-�•,'� � NO TO SCALE I • 3'-0" 3.01 , . .. i �1. < I <Io -z , �. I � Q - - - - - - � � I � Q CELLAR o = NOTE: H.w. l o I O U IN CKO55 BRIDGING tL- o_ U �- U- 4" P.C. SLAB - �0 FIRE PROTECT I I U � rn x @ MID5PAN c� x N VAPOR BARRIER x ` F.J.'S ABOVE W/ - -___-_ - I _ C� � cc! C\, TYPICAL CORNER HOLD-DOWN I H.K. I N (8'-0" O.C. MAX.) N 5/8 TYPE X I Q _ I - _ `� G.W.B. AS PER HTR. _ - SECTION DETAIL _ CODE _ I I — - 'V-- -- --- -- - - .--. . SCAIJi:N.T.S. I U _' .r I-- --- J - - -- -- -- -�- ----- - - - - ------ — d - m w 144� I I I = I I�I I C� cd CV 0 Sn ,— " ::a W.I8" I u " u u i u u 11 d V /ti �j V It I I 4'-011 2 0-4 - W 5- 5-4 3-5 4-5 4-G 6-8 G1_811 8 — � IMF,"� � `... — — 2"x 8" LEDGER BOARD — I I ~ ---- I/2" DIA GALV THROUGH BOLTS, FRAMING I I UP I I z -BRACE F E ND @ 30 o.c. STAGGERED A5 5HOWN. I I I NOTE: Q OF GIRDER P.) I I o PROVIDE WA5HER5 AND LOCK WA5HER5. HDU5 PRP-DEFLECTED DRY WELL DRAIN -- --- ---- --- / �I p ALL STEEL OLUMNS TO BE O O - - - -1 - - -1 - - HOLDDOWN O I I / d I 05TLm 3 1/2 0 1 II GAUGE. N —( 2 I2 �I -_ -=- I — I I — I (EITHER SIDE) -------- --- � COVER `� x ( R. I �, YPICAI, DECK / PLATFORM CONCRETE NOTE: DROP FTG. I I DR. TYPICAL J BEAM P CKET ( I III IZ__ -- _ = I O - — — J BEAM POCK - - SLAB 3'-0" BELOW LANDING - �- — — — -� L — (Tye' )-- --- — — — I- — — -� I 11 III � x O I I LEDGER DETAIL _ - - - - - - - - I I � I III I I Q m � ATBSMT. _ L - - - - � - - - - - - — — � �D 2X 12 (3) I SCALE: 1/2" = P-0" a — 1 I L — — J L — _ — I - - - - - - - - - - - - - - - - - - - ' L LLL — _ 1 R. I — — (2) F.J. — I (2)F.J. r I I OVERSIZED CAP 3 112" 0 STEEL COL. L — 1 I TYPICAL CORNER TIE DOWN ch L -- - -- I_ I PLATE ---% ON 30"X 30"X 12" T CO SD SLAB DETAIL @ GARAGE I = I 1 I p P.C. FOOTING (TYP.) ---' w ------------ --- - - _ O I ° �N UNEXCAVATED o I I I I o I I� I- ��> 4° P.C. SLAB PITCH Ti O.H. DOORS I I O, I I I I I I —5/8"0 ANCHOR BOLT I I I I I I I I I I HDU5 I { I L - - J L - - J I I PREDEFLECTED HOLDDOWN 2 X 10 F.J. N / 2X 10 F.J. N - @ I G" O.C. @ I G" O.C. - / 2 X I 0 F.J. X x _ @ 16" O.C. � cv I I I I I I <° Im %, BEAM POCKET 0YP.)-�\ {m I'-5/8" ANCHOR BOLT IWN I L J I I , S HEATHI N G I 8" 9'-8" 10'-0" 8 10-8 / 121-411 131-411 81), I O I'-4" I OTE: lo - ---------- - _ - - - - - - - - - - - - - - 411 _ - - - - - J I ►J-I W POIU�CO COLUMN I - - - - - - - - - - -I - - - - - - — FOOTINGS 4 I I I 1 I PLAN VIEW I I W/ FCUNDATION -- -I JO - - - - - - - - - - 7f, I NOTE: TOP OF CONCRETE TOI — - - - - J L - - - - - - - HAVE (2) 2 X G TREATED SILL -" - —` 3" SHEATHING TO BE I I c� I a = PLATES W/ 5/8"0 ANCHOR BOLTS H TYP. FASTENED w/ 8d COMMON I 19'-4" N 8.. 2 X G LEDGER W/ ` @ 3'-0" O.C. HOLD G"-12" OFF O NAILS INA 3" GRID I ,L, .. TECOS (TYP.) - --- r; EACH END OF EACH SILL PLATE. - DKOPTOP OF FOUNDATION * - > x — MIN. EMBEDMENT 7" INTO 1 PATTERN AS SHOWN I I - POUR HAUNCHED 5LAB = — I I —8"X 8" P.C. PIER — /N — Ln OVER O.H. DOORS _ p CONCRETE. -- �- -- `� - - - - - - - - - - - -+ - - - - - -� -1 F -1 (- -1 _ f _ I L_ GARAGE DOOR I - — _ - - _ — - LINE OF DECK ABOVE (2) 2 X 8 HEADER HEADER - --- --- -- - - -- ., . I- - - --- - - - -- - - - - - - - - - - - - - --_-_ — - - - - L - J - -- - -e_L = J -- - -- -- - -- L_ L �J ----- --- — / _ 12" 0 P.C. PIER ON 24"x 24"x TYPICAL WALL '-4" 8'-4" '-4" 8'-4" '-4" 8' 4'-1 1" `� 5'-G" 7'-3" 5'-2" 12"P.C. FTG. MIN. 3'-0" BELOW BRACING DETAILlo GRADE W/GALV. MTL. P05T ---- PROVIDE (2) CS20 STRAPS ON SHEET-#2 ANCHORS (M'.) (24" LONG) 20'-8" I I'-3" G'-I I" 5'-0" 13'-8" ON IN51DE OF WALL 5,51-011 e (3) STUDS @ " TYPICAL ANCHOR BOLTS A B C CORNER --- -- -- - F . . 5/8110 ANCHOR BOLT - - - - - w/ 3"x3" SQ. WASHER 3 3 4 HDU-5 / 112" 0 x G'-0" O.C. W1 hAINIMUM Z EMBEDMENT OF 7" WITH 3" X3" HDU-5 -- ----- --- -------- -- --- : : SQUARE WASHER. HOLD 1 2" OFF -e . " " FOUNDATION PLAN FIRE BLOCKING NOTES: SILL PLATE ---- -- ---- - CORNERS AND 4 TO 12 OFF EACH END OF EACH SILL PLATE. PROVIDE PROVIDE FIREBLOCKING AT THE FOLLOWING LOCATIONS: 00 UPLIFT STRAP CONNECTIONS, SEE SCALE: 1/4"=V-0" • IN CONCEALED SPACES OF STUD WALLS PARTITIONS r� ~ (VERTICALLY @ CEILING � FLOOR LEVELS; HORIZONTALLY `�/ N FOUNDATION a DETAILS THIS SHEET AIND SHEET #5 @ INTERVAL5 NOT EXCEEDING 10') 00 WALL — - •AT ALL INTERCONNECTIONS AT 50FFIT5, DROP CLG'5 COVE CLG'5. TYPICAL FOUNDATION •AT CONCEALED SPACES BETWEEN STAIR 5TRINGERS @ . . TOP AND BOTTOM OF RUN. •AT OPENINGS AROUND VENTS, PIPES AND DUCTS @ / O TYPICAL BRACED WALL PANEL 8" POURED CONCRETE WALL 8'-0" CEILING AND FLOOR LEVEL W/APPROVED MATERIAL TO 4 1 Ln� •� HIGH w/ (I)#4 BAR @ 12" FROM TOP Q GARAGE DOOR DETAIL OF WALL AND (I )#4 @! MIDPOINT RE515T THE FREE PA55AGE OF FLAME AND PRODUCTS OF � COM3U5TION. AND #G VERTICAL BAK5 @ 35" o.c., •OVER ALL GIRDERS AND BEARING WALLS. GALE: N.T.S ON I G" x 8" P.C. FOOTING w/ CONT. --- - _- D S a 2" x 4" KEYWAY. (2) 2" x G" TREATED SILL PLATES, SILL SEAIL,TERM IT[ O j 5 2018 date: 2.21.17 SHIELD * DAMPROOf NG. prof. #: 16.85 • 51MP50N OR EQUAL HOLDOWNS +TO"OF SOUT$LD TO BE PROVIDED AT CORNERS OF BUILDING AND AT OPEINING5 drwn..by: MS GREATER THAN G'-0"VWIDE SEE DETAILS THIS SHEET AND SHEET #5. chkd. by: DK .Yj , ¢ ' ' sheet no. ~°• 001.3 .(0 R 0P H0' of 5 A B C I FLOOR JOIST CALCULATION FOR CANTILEVER 2 FLOOR JOIST CALCULATION FOR CANTILEVER 3 3 4 ' FLOOR JOISTS OVER FAMILY ROOM (CANTILEVERED 2-0 ) FLOOR JOISTS OVER KITCHEN / MUD KM. (CANTILEVERED 2--0") MAXIMUM MOMENT ON JOISTS IS AT SUPPORT CLOSEST TO MAXIMUM MOMENT ON JOISTS IS AT SUPPORT CLOSEST TO CANTILEVER. CANTILEVER. 58'-0" O.A. 1 . FROM CONCENTRATE[) LOAD AT END OF CANTILEVER: 1 . FROM CONCENTRATED LOAD AT END OF CANTILEVER: �� 17'-6" 9'-I I" I I'-2" 467 plf (ROOF,CLG,V'VALL) X 1 .33 (I 6 O.C. JOIST SPACING) = 918 plf (ROOF,CLG,WALL) X 1 .0 (1 211 O.C. JOIST SPACING) _ 62 1 . 1 # ON EACH JOUST. 918 # ON EACH JOIST. 2'-01 15'-Olt 5'-0" 4'-1 1" 5'-7" 5'-7" 9'-9" 9'-8" M=Pa= 621 . 1 # (2.0) = 1242.2 ft.-Ib5. M=Pa= 918 # (2.0) = 1836 ft.-Ib5. 2. FROM SECOND FLOOR UNIFORM LOAD: 2. FROM SECOND FLOOR UNIFORM LOAD: 40 plf X 1 .33 = 53.2 # 40 plf X 1 .0 = 40 # N M= wag = 53.2 (2.0)2 = 106.4 ft.-Ib5. M= wag = 40 (2.0)2 = 80 ft.-Ib5. WD_STEPS W/ HANDRAIL__ to 2 2 2 2 --- TO GRADE AS REQ'D. ---- --� �:� M= 1242.2 + 106.4 = 1348.6 ft.-Ib5. M= 1836 + 80 = 1 916 ft.-Ibs. 5/4" DECKING LINE OF CANT. ABOVE. ^ REQUIRED SECTION NAODULUS= S=M/fb. REQUIRED SECTION MODULUS= S=M/fb. _ -- -- - -- --- JOISTS: HEM-FIR NO. 2, REPETITIVE USE JOISTS: HEM-FIR NO. 2, REPETITIVE USE 3/0x5/2 G'e FR. GL. DR. PLYWOOD c INSULATE ^ , (u .� fb= 1075 PSI fb= 1075 PSI ) 2 X 8 30 I/2 RHD. (2) 2 X 12 I ., 3 3 N N co SOF T (3) 3/0x5/2 S REQUIRED = 1348.6 ft.-Ibs. X 12 = 15.05 In S REQUIRED = 191 6 ft.-Ibs. X 12 = 21 .35 In o N 26 3/0x3/0 (2) 1 3/4_ 1 " VL ROP) N .� ^p O 1075 psi 1075 psi P. q CL. S 2"X 10" = 21 .39 in 5 2"X 10" = 21 .39 In 3 5TAI N (3 _2 X__ _-- J _- - _-- I I'-8° (3) 13/4"X 9 I/2" LVL �o O PROVIDE 2" X 10" F.J. @ 16" O.C. PROVIDE 2" X 10" F.J. @ 12" O.C. (DOUBLE EVERY OTHER) 11 -=T=- , Q 0 r.., o O 8 4- 1 4-41 4 I 2 4 2 1'-4" 4" 3 10 18'_4" Gil c4 BR. r - - - - -- -� --- - - --- _j PRE-FAB F.P. (U.L. CI� 0 N w N o o I �__ KITCHEN BRKFT. o NON W/ I6" x tu _ LL N COMB. HEARTH U O Cl 0N O U U 1 N -� -) RO --- IO I O AS PER CODE -- -N - - - M U �' D_ - o w Lu FAM I LY ROOM m @ ISLAND = . w N FLOOR J015T CALCULATION FOR CANTILEVER Q o "- N O _ TRUSS IDENTIFICATION SIGN SHALL BE DESIGNED IN ACCORDANCE OO N I - `� ? FLUE FROM BELOW - ---- o FLOOR JOISTS OVER GARAGE. (CANTILEVERED 2'-8") _ w - kn WITH TITLE 19 NYCRR PART 1265 AIND SHALL BE AFFIXED ON OR MAXIMUM MOMENT ON JOISTS IS AT SUPPORT CLOSEST TO o N N I SD I 2 w I"-U-i 'L - ADJACENT TO ANY ELECTRIC METER BOX ATTACHED TO THE CANTILEVER. m D EF N o J N IN NOTE: PROVIDE CONT.1 - D LVL RIM BD_@ 6' WALL 6'-0" 3' 6" G" EXTERIOR OF THE STRUCTURE FOR f'IELD INSPECTION. 210 OCo 1 1 . FROM CONCENTRATED LOAD AT END OF CANTILEVER: - EP o O ___ - 1'-___ N o ARCH 1027 rIf (ROOF,CLG,WALQ X 1 .33 (16" O.C. JOIST SPACING) = o o x B 1 2 SD -1---1/ „ TYPE 'X' GWB (2) 2 X 1 2 (DROP) -- - - --- 1366 # ON EACH JOIST. i4 P - - - D R. -- 26 = -- - -- -- -- - j M=Pa= 1366 # 2.66 = 3684 ft.-Ibs. F.R.28 1 I I INS m _ - - Vol O ( ) - - - 2 X RAILING 6"Q� Q -- I LAB (3) 2 X 1 2 (DROP) _ O z m x o - - --- 2. FROM SECOND FLOOR UNIFORM LOAD: O (2)2 8 o N H.R. 1 I N m REFLECTIVE RED -- -- ROMAN ALPHANUMERIC 40 plf 2 1 .33 = 53 # - _ _ C�. _ 11\11 vBRG. K.W. - STEPS AS READ. -- _--- (2) F.J. NZU M= wa 53 (2.66) 188 ft.-Ib5. __ O DESIGNATION 2 2 m 1� TO RR ABV. ; 1 -6" T-7" (ARCHED OPN'G) 6" 6" 3-0 _ PANTONE I va M= 3684 + 188 = 3822 ft.-Ibs. LINE OF WALL - - F ___.__ REFLECTIVE WHITE FIRE PROTECT WALLS CEILIN W/5/8 \\ I N @� - (PMS)# 187 ABOVE - TYPE "X" G.W.B. INSULATE CO I_, �1 m FR" REQUIRED SECTION MODULUS= S=M/fb. N WALLS CEILING AS PER CODE. I/2"TYPE Ip �' I ,; '' LIVING ROOM Ln i(p 'X' GWB @ HOUSE SIDE. I O „ N a N �a -- ___ ___ - DINING ROOM FOYER - VAULTED CEILING - p • II JOISTS: HEM-FIR NO. 2, REPETITIVE USE x x I IQ � I �2 fb= 1075 PSI m - aU^ x N VAULTED CEILING Nl I (2) 2 10 N 5 REQUIRED = 3822 ft.-Ibs. X 12 = 42.66 in N �N 0IN ml 1075 5i O = 2 X 10 F.J. I I P51 - N I G O.C. - I^ I / 1 TRUSS INDENTIFICATION SIGN DETAIL 5 2"x 10" = 21 .39 In 3 BRG. K.W;• �x @ _ _(z, z x 1 _ � � ., -1 L O KR ABV. _ _ N \p c� -- - ----- -- - - - --- ._ . . -- - - --- - I N /2 X I 0 R.R. PROVIDE (2) 2" X 10" F.J. @ I G" O.C. o (3) 1 3/4" X 9 I/2" N LVL } SCALE: 1 1/2" = 1'-0" - - I a I - - v ti @ 1 6 O.C. o „1 � O � �� L o - L _ J _, O 121-311F + i _ �o / \ 4" I0'-O" N IO'-0" 10'-7" N ( 13'-4" D O f,. N O cam' - (2) F.J. - z� 26 �� � � � - - (2) F.J. -- -- -- -_ - CL. (2) 2 X 8 ` - 3 1/2" 0 STL. COL. ON - - - (3) 2 X 10 w ro 30"X 30"X 12" P.C. FTG. v (3) 2 X 12 3°IN5.WS. DR. V 6 4'-6" (3) 3/0x5/2 W/ O -� -1 GARAGE U O (2)12"T.G. 5LT _ ROOF L 4" VTR U = - ! _ (R/0 (75 5/8" H X�1077 3/4" W) - - - --- - - -- U- (3) 3052 _ x x - rh X N 4" P.C. SLAB NdU 29E71 1 2 EYEDKOW ABOVE `•/ N PITCH TO .H. DOORS COVERED PORCH °}0 �i (WO = 23 3/8" H X 72" W) II �� V lY. U OI 4 20-0 4 5/4" DECKING � u - 2 _ � -- �� _ (2) 2 X i:2 --- 3 RAILING `n ail a_ (2) 2 X 1 2 = x x (2) 2 X 8 TREATED N N HEADER --,_ --4 X 4 WD. POST (fYP.) Ilk S ` 5'7'0.H. DOOR 8 7 O.H. DOOR - -- -- ---- WD. STEPS W/ HANDRAIL 2" 2" 2" 2" 211 2111 2" 2" TO GRADE AS REQ'D. LAV. W.C. TUB W.C. TUB 5HWR. LAV. LAV. [4" 5'-1" [[4" 5'-2" 4" 6'-1 I" 4" 4'-1 O" " 23'-8" SET HEADER @PORCH TO 8'-I" A.F.F. 1-Gll 1-011 1 1_811 {��_O�� 1 1- 0� 1_ 1� 1� 1 �� 1� 1 �� 11 2ND FL. � b CJ V Cl 6 51-711 51-811 31-01 31-511 6-6 71 -2 CO 2" 31_13. 2" 3LB. 2" 2" 2" 2"1 CO ck 10 311 311 II 20-8 I I -3II 6-I I 5-6 13'-8" PLATTE HEIGHT @ GARAGE = 7-1" A.F.F. 9'-1" PLATE HEIGHT 9'-1 O" PLATE HEIGHT 9'-1" PLATE HEIGHT 9'-10" PLATE HEIGHT 211 5,51-011 7 e 00 jj_ l A B C 12 12 �2 1 3 3 o �2 06 LAV. W.C. SINK D.W. IFA IN-) o W.M. FIRST FLOOR PLAN - _ AREA CALCULATIONS w a SYMBOL LEGEND SCALE: 1/8"=V-0" - 1 ST FL. BEARING WALL ,O • WINDOW DESIGNATIONS REFER TO FIRST FLOOR 1548 S.F. COH--2" 2" 31_13. 2" 2" CO CO 51LVERLINE WINDOWS, AN ANDERSEN COMPANY O EXHAUST FAN SECOND F Is+ 411 5ERIE5# 2901 SINGLE HUNG. ALL UNITS TO BE FLOOR 1200 S.F. 4" C.I. HOUSE TRAPL LO E* HAVE A MIN DP 24 RATING. INSTALL ALL SD TOTAL 2748 S.F. CONNECT TO APPROVED UNITS AS PER MANUFACTURE5 5FECIFICATION5. SMOKE DETECTOR GARAGE 415 S.F. SANITARY SEPTIC SYSTEM ALL GLAZING TO CONFORM WITH THE REQUIREMENTS OF THE INTERNATIONAL RESIDENTIAL CODE SECTION 8308. date: 2.21.17 T.G. = REFERS TO TEMPERED GLASS. CO CARBON MONOXIDE DETECTOR TYP. STRUCTURAL NOTE: pro #: 16.85 PLUMBING RISER DIAGRAM WOCD = REFERS TO WINDOW OPENING CONTROL DEVICE. ALL STRUCTURAL COMPONET5 SUCH AS HEADERS, p i' AS PER SECTION R312 OF THE INTERNATIONAL RESIDENTIAL BEAMS, AND GIRDERS HAVE BEEN DESIGNED IN CODE, 2015. ACCORDANCE WITH THE REQUIREMENTS OF A5CE SCALE: NOT TO SCALE - - ----- -- 7-05. -- drwn. by: MS NOTE: AT LEAST ONE WINDOW IN EVERY BEDROOM TO BE EGRE55ABLE AS PER THE FOLLOWING: Chkd. by: DK PLUMBING NOTE5: MINIMUM 5.7 SQUARE FEET CLEAR OPENING WITH 1. SANITARY DRAINAGE, WASTE, AND VENT SYSTEM TO BE IN ACCORDANCE NO DIMENSION, HORIZONTAL LE55 THAN 20"CLEAR, WITH CHAPTERS 30 AND 31 OF THE INTERNATIONAL RESIDENTIAL CODE, 2015. OR VERTICAL LE55 THAN 24"CLEAR. THE HIGHEST PART OF THE 51LL TO BE LESS THAN 44"ABOVE THE -- - ------ - -- FINISHED FLOOR. sheet no. 41 < t� NOTE: ANY WINDOW WITH A SILL HEIGHT LE55 THAN 24" 2 �' ABOVE FINISHED FLOOR AND GREATER THAN 72"ABOVE2 • FINI5HED GRADE SHALL HAVE A WINDOW OPENING CONTROL DEVICE WHICH LIMITS THE WINDOW OPENING TO 4" UNLESS r RELEASE MECHANISM 15 OPERATED. MECHANISM NOT TO �T °. 01? A0 REDUCE REQUIRED CLEAR OPENING AREA REQUIRED FOR 0R NE.0 of 5 EMERGENCY ESCAPE AND RESCUE. TYPICAL ROOF CONSTRUCTION --CONT. RIDGE VENT HOLD ASPHALT ROOF SHINGLES SHEATHING BACK FOR AIR CIRCULATION,TYP. ICE SHIELD UNDERLAYMENT --SHEATHING TO RUN TO INSULATED EXTERIOR WALL 15 # FELT BOTTOM OF HEADER R.R. AS PER PLAN I/2" PLYWOOD SHEATHING � - THIN PROFILE SHEATHING �---� \ VENTILATION BAFFLE C.J. A5 PER PLAN �\ R-19 BATT. INSULATION (CAVITY) @FLAT CLG'S. 1 2 12 TYPICAL WALL CONSTRUCTION R-30 BATT. INSULATION (CONT.) @ FLAT CLG'5. 6 / --_ 6 VINYL SIDING (LAID PERPENDICULAR) AIR INFIL. BARRIER - -SEALANT 2X12 RIDGE 1/2" PLYWOOD SHEATHINGi' R-30c BATT. INSULATION SLOPE CLOS T1\116 _ ' I" RIGID INSUL. BD. FORM@ 2 X G STUDS @ 16 O.C. .1xY ` y � y°O R-2 I BATT. INSULATION (CAVITY)CORRUGATED BAFFEL (IN ALL CATHEDRAL CLG5.) 2 X 4 C.T. I G" O.C. ___ - - ROUND BAFFLE AND SEAL 1/2" G.W.B. 1 ,-4„ W/ R-I91N5UL. (CAVITY) I/2" G.W.B. , - CONT. DEAD _ 10.H. R-30 INSUL. (CONT.) LAID i _ i OF SEALANT CONT. BEAD OF PERPENDICULAR i_ SEALANT - 411 -INSULATION BOARD _ N TOP OF PLATE ..-, O X G FA5CIA (2) 2 X G PLATE (2) 2 X 4 PLATE '-411 I ----PLYWOOD SHEATHING CONTINUOUS SOFFIT VENT (TYP.) BEARING WALL IXG FASCIA (TYP.) AIR SEALING DETAILS CONTINUOU5 = BEDROOM CL. CL. BEDROOM VENTED SOFFIT -- - SCALE.-.-1/2"=F-0"- --- - - - - - 4) •� o BLIND FLASHING � 5/8 TSG PLYWOOD SUBFLOOR � L/� � Z., OVER 2 X 10 F.J. @ 12" O.C. O c�! 2 X 8 LEDGER BOARD (2) 2 x 10 FJ @ I G (DOUBLE EVERY OTHER) 03 w/ R-30 INSULATION A B C • r) O 2 X G C.J. @ I G" O.C. iw TOP OF 5UBFLOOR 3 3 a� 2 X 10 R.R. I G" O.C. ---- ti'' w'iV I 4 v v rA U @ -- j_ TOP OF PLATE 45 X 45 5.L. a� C O 4 = DBL. FR. OPENING cd TOP OF PLATECIS r., N HDR AS PER PLAN (2) 2 X G PLAT 49'-I I" 21-011 m U 5/8" TYPE 'X' GWB @ WALL5 BEARING WALL U „� CLG5. INSUL. COMMON cd 7'-011 I0-0 GARAGE WALLS � CLG5. PDR. RM. BR. 1 _ II 24'-, 1 � 8'-0" � � .� � � TYPICAL NE v _ i m 2 x CORNER O 3/ 5/2 TEMP. GL. w/WOOD (2) /8 x 4/0 (3) 3/ x 5/2 3 1/2" 0 STEEL COLUMN ->'—P,-21 IN5ULATI 5/8" T*G PLYWOOD 5UBFLOOP, — w/WO % ,�-(gE(HOLD-DOWN FLOOR p OVER 2 X 10 F.J. @ 12" O.C. <p (2) 2 X 10 - -(2) 2�C-#_0 - � DETAIL ON SHEET ^� --1/2"TYPE 'X' G W/ K-30 INSULATION = LL' 30 5o SHWR ( �D (2) 2 X 12 �/ � Q #5 4" P.C. SLAB SLOPEDI � = w N v THIS 5 - O W/T.G. ENCL -- TOP OF SUBFLOOR TO O.H. DOORS DR.. -- - - - - O - K'..v ' `Y TOP OF SUBFLOOR Un f TOP OF CONCRETE _ - - - - - -- --- --- - "" - --- - I BEDROOM #4I I • 141-011 20 LI I -- .I .I �I I II II I II 30" X 30"X 12" '" REINFORCE EACH FJ W/ ��PLYWOOD -311 4 151-011 G LGII -0 4 13-8 i 8" P.C. FEND. WALL P.G. FOOTING Q ;-CONT.#4 A v Lj M.BATH H. 20 o uj MASTER I 2" X I ", MIN 14' LONG I INSULATE (K-30) O p c� (2) 2 X G TREATED PLATE5 W/ ``� I % TYP ? U f� F HIGLAT_- -- r2o cj BEDROOMCELLAR CANTILEVER mI/2 0 ANCHOR BOLT @ p � TRAY CEILING @ 8"X I G" P.C. FTG. G' O" O.C. HOLD G" - 12" OFF r DAMPROOFING ((�) ENT DRYER o ! 5LOP� 10'-O" A.F.F.W/CONT. 2 X 4 KEYWAY Ln EACH END OF EACH SILL #G VERT.BAR5 EXTERIOR UP PLATE. MIN. EMBEDMENT 7" @ 35"o.c. 4" P.C. SLAB --8"X 1 G" P.C. FTG. O U �� `tCL. �j O Q INTO CONCRETEw/V.B. I W/ 2X4 CONT. KWY. �---�N �i �� W D (DQ _SCFE :09 I I TOP OF FOOTING N J e __- - (' F N 0 SD p ---- 5D �?.a - SECTION "A" ' S I 26 26 N w ' - C.L. 8 0 w ►'�'� -- -__---- --- - - - _ 5 8 30 RAILING NG---- 2 m X (_ O X w 7`If N -�I �II- 41 1 I /`II II �I 211 II 1} 71 QII (}� 1 21 311 II _ N Ll N �� NI •' t� l7 CJ _ SCALE: 1/4"=11-0" `�0 2-0 3/4 _ w N M) - 7 KNEE WALL ABOVE -- - ---- -- O (2) 2X8 c' - cn 13 0 -:_�—__---C c\jPOST `J�� 8o CEILING n� -CONT. RIDGE VENT HOLD _ CO SD m \OG HALF WALL- I v OPEN TO _ SHEATHING BACK FOR AIR �i 50 SLIDER = 'P CIRCULATION,TYP. O LIVING ROOM - FRAMED OPENING) e - -Q "__ - - -- 1 2 / \ 2 X 12 RIDGE O N C.L. 28 5 d SII N U i h--i 6 = TYPICAL WALL CONSTRUCTION I O p SD 4 SLI E L 89 CEILING POST It i 1 2 ^ (� 4 5-V 31_/`11 G11 - /___-- VINYL SIDING _ b b v I 6 AIR INFIL. BARRIER 1/2" PLYWOOD SHEATHING `_� � = BEDROOM #2- 2 X 4 C.T. @ I G" O.C. R-30 INSULATION N N 5L. CLG, L " 2 X G STUDS @ I G O.C. � - i 2 X 8 C.J. @ I G O.C. W/R-19 = - FALSE' R-30c{8.5") INSULATION -__ � K-21 BATT. INSULATION (CAVITY) O N X l0 R.R. I G O.C. INSUL. (CAVITY) * K-30 INSUL. - " — @ SLOPED CLG5. TYP � > I/2 G.W.B. x R.R. IT (CONT.) LAID PERPENDICULAR 2 X 6@ I G" O.C. N N SLOPE- (3) 2 X 8 R-30c (8.5") IN5UL. @ _ CLG. 00F A EA - ,�.{{, �.-. i �/ 4 I/2 RHD. i � s � SLOPED CLG5. TYP -ts TOP OF PLATE G" 131-011 411 -} 9'1G- G11 (R/0 = 2G 1/2" H X 48 1 4111 - - - -- - - TEC05 , _ (2) 2 X G PLATE '-411 BEDROOM #3 �' i O i o H BEDROOM Ln CL. HALL BATH. MASTER BATH ROOM IXG FASCIA (TYP.) (3) 2 x 8 CO (2) 3/0 x 5/2 w/WOCD O (3) 2 X 8 BLIND FLASHING CONTINUOUS - -- ______________ 11 VENTED SOFFIT _� ' NOTE: 5ET TOP OF THESE '�E(2) 3/0 x 5/2 w/WOCD and ? i- -------------- -------------- ----' 2 X 8 LEDGER BOARD 5/8 TSG PLYWOOD 5UBFL. cq WINDOWS NOTED THUS @ 29E71 12 EYEBROW ' 2 X G G.J. @ I G" O C OVER 2 X 1 0 F.J. @ 5/8" TSG PLYWOOD 5UBFL. I T-211 AFF, TYP ^ - I G O.C. W/ K-19 OVER 2 X 10 F.J. @ 12 O.C. (RIO = 8G I/2" H X 72" W) ------------- 2 X 8 R.R. @ I G O.C. INSULATION (DOUBLE EVERY OTHER) 71-0" G'-4" 5'-3" 51-3" 3'-G" 3'-911 I--� 12 ( f s� ' 1 Vic\ k�f' TOP OF SUBFLOOR _ -_ 13-4 10-G 71-311 4 -;'" - -- -- -------- -- -- - - - - -�-- - - TOP OF PLATE _ o 00 T.O.HDR. @PORCH ji 2'-O" - - - - - - - - - - - - - - - - - - � - -- (2) 2 X 8 HDR. In 4 X 4 POST (2) 2 X 10 F.J. CR05S BRIDGING PLYWOOD 49'-I I" — — — — — — -- — — I -0 INSULATE (K-30) CANTILEVER 5/4" DECKING = A � a DINING M G ROO KITCHEN 1 2 X G D.J. @ I G" O.C. A B O 4 OO U 2 X 10 F.J. @ I G" O.C. 5/8" TSG PLYWOOD SUBFLOOR 3 3 3°RAILING W/ K-30 INSULATION OVER 2 X 10 F.J. 12" O.C. •'" W/ K-30 INSULATION TOP OF 5UBFLOOK - TOP OF 5UBFLOOP, - SECOND FLOOR PLAN TOP OF DECK � - - --- — ---- - - -- - TOP of CONCRETE ROOF FRAMING NOTE: ' date: 2.21.17 GRADE AT "LAYOVER" FRAMING, GALVANIZED METAL .; CROSS BRIDGING UYP.) (3) 2 X 12 SCALE: 1/4"=1'-U" CONNECTORS (A35 BY SIMPSON OR EQUAL) TO BE proj. #: 16.85 TYPICAL FOUND. / FTG. USED WHERE RAFTERS BEAR ON FLAT NAILERS. `n k' 8"P.C. FOUNDATION WALL w/(0#4 BAR @ 12" -CONT. #4 BARS, BEARING WALL z - CELLAR __ TYPTYPICAL. 1 FROM TOP OF WALL AND( 04 BAR @ - DAMPROOFING O 12" 0 P.C. PIER ON M MIDPOINT AND#G VERTICAL BARS @ 35"o.c. � � drwn. b ' MS 24" x 24" x 12" P.C. FTG. w/ ON I G"x 8"P.C. FOOTING w/CONT. 2"x 4" 3 112" 0 STEEL COLUMN TYPICAL POST NOTE: GALV. MTL. ANCHORS OYP.) I KEYWAY, (2)2"x G"TREATED WOOD 51LL #G VERT.BARS Y• II I- II II II II @ 35 o.c. PLATES wl 112"0 ANCHOR BOLTS @ G 0 NO 30 X 30 X 12" 8"X I G" P.C. FTG. PROVIDE SOLID P05T5 UNDER ENDS OF ALL HEADERS. chkd. by: DK 2 X G LEDGER BD. W/TEC05 MORE THAN 12"FROM ANY CORNER,51LL P.C. FTG. W/ 2X4 CONT. KWY. SECOND FLOOR POSTS TO BEAR ON FLUSH FRAMING OR BE SEALER, DAMPROOFING BLOCKED 50LID TO FIRST FLOOR POSTS. FIRST FLOOR POSTS TO TOP OF FOOTING BEAR ON FLUSH FRAMING OR BE BLOCKED SOLID TO CELLAR 0� aN4c GIRDER OR FOUNDATION WALL. P05T SIZES AS PER THE �< sheet no. FOLLOWING: (2) 2" X 4" MIN FOR DBL. 2"X HEADERS NOTE: REFER TO SHEET 5 (3) 2" X 4" MIN FOR TRIPLE 211 X HEADERS SECTION "B•► FOR TIE-DOWN DETAILS 11 11 " l_ (3) 2 X 4 MIN FOR DBL 2 X W/FLITCH PLATES 11- I '1 (4) 211 X 4" MIN FOR QUAD 21'X HEADERS ATS,_ �t2�3�oP SCALE: 1/4 -1-0 NOTE: SOLID 4" X 4", 4" X G", AND 4"X 8" MAY BE SUBSTITUTED 0r NS" FOR BUILT-UP POSTS. of 5 SOLAR PANEL INTERCONNECTION � CONT. RIDGE VENT HOLD ------, PATHWAY SHEATHING BACK FOR AIR CIRCULATION,TYP. --––––––––––––––––––––––––––––––––––– 12 RIDGE VENT 2 X 12 RIDGE 2 X 10 K.R. @ I G" O.C. PROP05ED 375 5Q.fT. j R-30c (8.5") IN5UL. @ AREA Of FUTURE i i SLOPED CLG5. TYP 50LAR-READY ZONE CEILING HT. RIDGE VENT M. BEDROOM 2 X G C.J. @ I G" 0. W1 R-19 0 TOP Of PLATE ASPHALT ROOF !BLIND FLASHING--// 12 IN5UL. (CAVITY) * R-B0 INSUL.(CONT.) LAID PERPEN DICULAR SHINGLE (2) 2 X 4 PLATE I XG FASCIA (TYP.) SOLAR PANEL I INTERCONNECTION ----------------------- M. BEDROOM CONTINUOUS 'PATHWAY VENTED SOFFIT q) 12 2" x 4" BEARING WALL G 0 4� i L (3) R.R. UNDER TH15 WALL 5/8" T*G PLYWOOD SUFLOOR 0 H�_ 0 G 12 41777- PROPOSED 180 5Q.ff. - 01 01 VINYL SIDING NG OVER 2 X 10 F.J. @ I (t" O.C. PLYWD. IN5UL. I AREA Of FUTURE TOP Of 5U5f LOOP, 4X4TREATED CANTILEVER IUa SOLAR-READY ZONE LVL CONT. RIM DID. 00 P05T— /9 TOP Of PLATE 0 4.) (= 0 0 12 4 O. Cd 21 3?FAILING :�J @ I G�, O.C. CRO55 BRIDGING 2 X 10 R.R. PLYWOOD t W1 R-30C (5.5") @ 5LOPED CLG. IN5ULATIff (R-30) 2" x G" BEARING WALL I F CANTILEVER 0 LIVING ROOM FAMILY ROOM 12/9 12/9 1 12/9 12/9 1 0 - - JLGALV. MTL. AREAWAY 611 P LYWD. t I N 5 U L. F_ 81, P.C. FOUNDATION WA CANTILEVER 5/8"TSG PLYWOOD 5UBf LOOP, u 1 5/8" T*G PLYWOOD 5U5f LOOP, 'LL –––– –––––––– L–––– OVER 2 X 10 F.J. @ I G" OVER 2 X 10 F.J. @ I G" O.C. 0 __T–––– W/ R-30 INSULATION W/ R-30 INSULATION ALIGN FASCIAS- r f 9UBfLOOR RIGHT SIDE ELEVATION .j ro" if CONCRETE 9 LINE Of WALL I SCALE: 1/8"=V-0" BELOW Ow.) L L--(3) 2 X 12 GIRDER HEADER AS PEP, PLAN 12"0 P.C. FTG. CONT. #4 BAk5 3'-0" B.G. TYP. TYP CELLAR C? DAMPROOf I NG SOLAR READY ROOF PLAN #rS VERT.15AR5 TYPICAL FOUND. FTG. 3 112"0 STEEL COLUMN— 4" P.C. SLAB @ 35"ox. 5"X I G" P.C. FTG. RIDGE VENT---- ASPHALT ROOF SCALE:3/16" F-0" ON WALL w/(1)#4 BAR @ 12" 1 5HINGLE5 5"P.C. FOUNDATION W/ 2X4 CONT KWY. 2748 soft X 3 Watt5/5qft 8244 watts FROM TOP Of WALL AND(1)#4 BAR @ NOTE: MIDPOINT AND#G VERTICAL BARS @ 35-ox. -it r TOP Of FOOTING ALL ROOF 0135TRUCTION5 SUCH A5 CHIMNEYS,HVAC EQUIPMENT, 8244 Watt5 / 15 watts/5c of array VENT5,FANS,AND PIPES 5HALLBE PLACED A5 CL05E A5 ON I G"x 8"P.C. FOOTING wl CONT. 2"x 4" PRACTICAL TO THE RIDGE OR GUTTER,AND AT THE NORTHERN capacity = 550 5clft of array area ito be KEYWAY, (2) 2"x G"TREATED WOOD 51LL PORTION Of THE RESIDENCE 50 THAT 5HADOWS5 FROM THE 30"X 30"X 12" P.C. FOOTING (TYP.) T.O. PL. OBSTRUCTIONS WILL NOT BE CAST OVER THE FUTURE designated. PLATES wl 112"0 ANCHOR BOLTS @ G-0"NO PHOTOVOLTAIC SYSTEM.NO OBSTRUCTIONS IN AREAS MORE THAN 12"FROM ANY CORNER,SILL DE51GNATED FOR FUTURE 50LAR INSTALLATION. SEALER, DAMPROOFING licill LVINYL 51DING NOTE: SECTION NOTE: THE MAIN ELECTRIC SERVICE PANEL SHALL HAVE A RE5EPVED T.O. 5UBFL. SPACE TO ALLOW INSTALLATION OF A DUAL POLE CICUIT BREAKER W.O.C.D.= WINDOW OPENING CONTROL DEVICE. FOR FUTURE 50LAP ELECTRIC INSTALLATION AND 5HALL BE SCALE: 1/4"=1'-O" LABELED'FOP\FUTURE SOLAR ELECTRIC". THE RESERVED SPACE T,O. PL. SHALL BE P051TIONED AT THE OPP051TE(LOAD)END FROM THE SEE SECTION "A" ON SHEET #3 FOR ADDITIONAL INFORMATION REFER TO WINDOW NOTE 5HEET A-2 INPUT FEEDER LOCATION OR MAIN CIRCUIT LOCATION. Ll F -1 3o FAILING NOTE: — PROVIDE A 6'-0"WIDE x 8'-0"HIGH CLEAR AREA OF W Ell EXTERIOR 51DEWALL DE51GNATED FOR FUTURE IN5TALLATION OF 50LAR INVERTER EQUIPMENT.THE T.O. RIDGE ,kT.O. 5UDfL. – I CLEAR AREA SHALL NOT BE LOCATED ON THE SOUTH GRADE FACING 501 Of THE RE51DIfNCE, RIDGE VENT PLYWD. IN5UL. 0 SOLAR-READY NOTE: -1 Nt A PERMANENT CERTIFICATE,INDICATING THE C\j –PLYWD. t IN5UL. \"–WD. 5TEP5 W1 I j HANDRAIL TO 50LAR-READY ZONE,5MALL BE POSTED NEAR THE RAKE OUT ALL GABLE5 G" (TYP.) 8" P.C. FND. WALL ELECTRICAL D15TPJBUTION PANEL,WATER HEATER OR GRADE A5 REQ'D. ----- T.O. FTG. OTHER CON5PICUOU5 LOCATION BY THE BUILDER. _T -12 F-1 F 7-5TEP FOOTING 9 7 -- L_j E IV : 2H MAX ASPHALT ROOF 5HINGLE5 REAR ELEVATION SCALE: 1/8"=V-0" fx. NOTE: 5ET Top Ofrx. z - WINDOWS AT SECOND T C) FLOOR FRONT AT +1 7-2" ABV. FINISHED FLOOR. RIDGE VENT WOCD WOOD WOCD WOCD t - - _ ---- – - - --___ - w C\I T-2 __15L. fLA5HING (f T.O. PL. @ 12 LIVING RM. z fx.] 18" X 24" SCR. 00 LOUVERED VENTS 12 T.O. PL. @ GARAGE =_72 L___=l IL BL. FLASHING 12 It 12 INYL 51DING @ PORCH O.H.-DOOR 80 70 0.H. DOOR date: 2.21.17 3'FAILING TOP Of 5UBf LOOP, �0 (LING TOP Of 5U5f LOOP, proj. 16.85 %1 PLYWD. J r__l Ll L] drwn. by: MS INSULATE F' L- _1 __j chkd. by: DK 5`Tlfl` FTG. L j IV : 2H MAX. ­___F.- -I STEP FOOTING 1-811 X ,511 HIGH WD. RAI IING WD. STEPS 1 12"0 P.C. PIER ON W/ IV : ;2H MAX P.C. PIER 24" x 24" x 12" DROP FTG. 31-011 BELOW HANDRAILTO P.C. LANDING F I _j GRADE A5 REO'd. MIN. 3'-0" BELOW GRADE I I W1 GLAV. MTL. P05T 401110 sheet no. i- L I I ANCHOK5 CFYP.) < LEFT SIDE ELEVATION G (�Vl VINYL 51 DI NG L 12/9 1\2/9 71 SCALE: 1/8"=1'-0" FRONT ELEVATION 3, SCALE: 1/411=11-0111 0 p of 5 I . ALL WORK TO CONFORM TO THE INTERNATIONAL RESIDENTIAL CODE, 2015, EGRE55 WINDOW 5CH EDU LE ASPHALT ROOF SHINGLE NOTE WITH NEW YORK STATE SUPPLEMENTS AND LOCAL BUILDING CODES. 2. ALL PLUMBING 15 TO CONFORM TO LOCAL AND COUNTY HEALTH REQUIREMENTS. (ALL SLEEPING ROOMS) CODE ANALY515 1/2" CDX ROOF SHEATHING 3. ELECTRIC 15 TO CONFORM TO LOCAL, N.E.C., AND UNDERWRITERS REQUIREMENTS. I . ASPHALT SHINGLES SHALL HAVE SELF- SEAL STRIPS OR BE HOLD PLYWOOD BACK FROM 4. CONCRETE 15 TO BE 3000 PSI MIN. CONCRETE FOR PORCHES, GARAGE SLABS SECOND FLOOR REQV CLEAR OPENING PROVIDED (S.F.) INTERLOCKING, AND COMPLY WITH ASTM D 225 OR D 3462. RIDGE FOR AIR CIRCULATION CAP SHINGLE OR EXPOSED STEPS TO BE 3500 P51, ALL CONCRETE EXCEPT BASEMENT 5LA55 TO 2. FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, AT RIDGE VENTS' BE AIR ENTRAINED. MASTER BEDROOM 5.7 5.76 ______CONTINUOUS RIDGE VENT 5. DE51GN 15 BASED UPON A PRESUMPTIVE SOIL LOAD-BEARING VALUE OF 2000 PSF BEDROOM#2 5.7 5.7G STAINLESS, ALUMINUM, OR COPPER ROOFING NAILS. MINIMUM OCCUPANCY: RESIDENTIAL BUILDING FELT ROOF SHINGLES (SEE PLAN) AS PER TABLE 401 .4.1 OF THE RESIDENTIAL CODE OF NEW YORK STATE. BEDROOM#3 5.7 5.7G 12 GAGE 5HANKED WITH A MINIMUM 3/8 INCH DIAMETER HEAD, REFERENCE STANDARDS: - G. DOUBLE FRAME AROUND ALL OPENINGS AND UNDER PARAI-LEL PARTITIONS AND BEDROOM #4 5.7 5.7G OF A LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS INTERNATIONAL RESIDENTIAL CODE, BATHTUBS. AND SHEATHING. 201 5 EDITION, w/ NY5 SUPPLEMENTS RIDGE BEAM_ AS PEP, PLAN 7. NOTIFY ARCHITECT OF ALL CHANGES. THE ARCHITECT SHALL NOT BE 3. ASPHALT SHINGLES SHALL BE SECURED TO THE ROOF WITH NOT RESPONSIBLE FOR ANY CHANGES WITHOUT NOTIFICATION. 1 1/4" x 20ga STEEL STRAP EVERY RAFTER 8. DO NOT SCALE THE DRAWINGS. LE55 THAN SIX FASTENERS PER STRIP SHINGLE OR TWO FASTENERS CLIMATE ZONE: 4 ` ' -_ (4) 8d NAILS EACH END, C.T.5 @ 32" O.C. 9. ALL FRAMING LUMBER(JOISTS, RAFTERS, HEADERS, GIRDERS, AND STUD5)TO BE NOTE: AT LEAST ONE WINDOW IN EVERY BEDROOM PER INDIVIDUAL SHINGLE. (DEGREE DAYS : 5750 `\ :=OR ------------------------------------ DOUG-FIR No. 2 OR BETTER. TO BE EGRE55A5LE AS PER THE FOLLOWING: 4. ROOF COVERING MATERIALS ( SHINGLES) SHALL BE DELIVERED IN ROOF RAFTERS AS PER PLAN - COLLAR TIES @ 16" O.C. MAY BE SUBSTITUTED 10. HANGERS REQUIRED AT ALL FLUSH STRUCTURAL LOAD CARRYING PACKAGES BEARING THE MANUFACTURES IDENTIFYING MARKS. DESIGN LIVE LOADS FOR RIDGE CONNECTORS CONDITIONS. 1. MINIMUM NET CLEAR OPENING WIDTH 20". 5. ANY ROOF WITH A SLOPE OF 4: 12 OR LE55 TO RELIEVE DOUBLE DECKS 40 PSF 1 1 . PREFABRICATED FIREPLACES AND FLUES TO BE U.L. APPROVED. 2. MINIMUM NET CLEAR OPENING HEIGHT 24 EXTERIOR BALCONIES GO P5F WHERE RAFTERS AND 5TUD5 12. INSTALL SMOKE AND CARBON MONOXIDE DETECTORS IN ACCORDANCE 3. SILL HEIGHT NOT MORE THAN 44"ABOVE THE FLOOR. UNDERLAYMENT. �- s ARE ALIGNED PROVIDE: ONE WITH ALL MUNICIPAL AND STATE REQUIREMENTS. 4. MINIMUM CLEAR OPENING AREA 5.7 5Q. FT.. ATTICS 20 P5F(LIMITED STORAGE) HDUS - _______\ _______ 5IMP50N "H2A" OR EQUAL 13. EXHAUST FANS TO BE 50 cfm MIN., VENTED TO EXTERIOR. (5.0 SQUARE FEET AT GRADE FLOOR OPENINGS) - - E TU CONNECTOR 14. ALL RAILINGS, INTERIOR AND EXTERIOR TO HAVE BALU5TER3 TO BE ROOMS OTHER THAN HOEDOWN (RAFTER TOSTUD)D) SLEEPING ROOMS 40 PSF ✓';� @ 16" O.C. SPACED SO AS NOT TO ALLOW PA55AGE OF A SPHERE 4"OR MORE NEW WINDOW AND GLA55 DOOR 5TORM PROTECTION: (5) 8d x 1 1/2@ RAFTER EA. CONNECTOR IN DIAMETER. (132 MPH 5A51C WIND SPEED,WITHIN ONE MILE FROM SAFETY GLASS REQUIREMENTS --- -- > (2) 8d x I I/2@ PLATE EA. CONNECTOR 15. WALL AND CEILING FINISHES TO HAVE: SLEEPING ROOMS 30 P5F 5/8" 0 THREAD ROD FLAME SPREAD RATING < 200 SHORELINE). SAFETY GLAZING REQUIRED AT THE FOLLOWING LOCATIONS: a -------- (5) 8d x 1 1/2@ STUD EA. CONNECTOR SMOKE DEVELOPED INDEX <450 ALL NEW WINDOWS AND GLA55 DOORS TO BE INSTALLED PER I. ANY GLAZING IN ANY TYPE OF DOOR. STAIRS 40 PSF ---- I G. EXPOSED INSULATION TO HAVE: MANUF. SPECS POR IMPACT RE515TANT WINDOWS WITHIN 12. GLAZING IN ANY WALL ENCLOSING A TUB,SHOWER, FLAME SPREAD RATING <25 ONE MILE FROM SHORELINE AND SHALL MEET THE SAUNA, OR STEAM ROOM. ' HANDRAIL5 200# - SMOKE DEVELOPED INDEX <450 REQUIREMENTS OF THE LARGE M15SLE TEST OF A5TM E 1996 3. ANY WINDOW WITHIN 2'OF A DOOR. ` I WHERE RAFTERS AND STUD5 AND ASTM E 1886. 4. ANY INDIVIDUAL PANE OF GLA55 > 9.0 SQ. FEET ROOF 20 P5F(GROUND SNOW LOAD) ARE OFFSET PROVIDE OR WHERE THE BOTTOM 15 <1811 ABOVE ANY FLOOR II, CONSTRUCTION NOTES PLYWOOD CONTRACTOR O COVER THE GLAZED OPENINGS(MAX.(MAX. 5. G WITHIN LAZING INOF THE WALLS OFOW.INDOOR POOLS, HOT TUBS, BASIC WIND SPEED 132 MPH SIMPSON °H2.5A" OR EQUAL SPAN 8' FOR PANELS) PRE DRILL EDGES AT 9"O.C.TO ACCEPT SPAS WITHIN 5'OF THE WATER. • (RAFTER O TOP PLATES) (DEAD LOADS 10 PSF @ FLOORS '" /=' - � . CONNECTORS @I_G" O.C. 2 1/2"#8 WOOD SCREWS TOP AND BOTTOM(INTO FRAMING). G. GLAZING IN STAIRWAYS AND LANDINGS WITHIN 3'-0" 20PSF @ ROOF (5) 8d @RAFTER PLYWOOD PANELS TO BE MARKED FOR LOCATION AND HORIZONTALLY OF A WALKING SURFACE. • .- \ ' STORED ON SITE. 7. GLAZING WITHIN GO"OF THE BOTTOM TREAD OF A DEFLECTION LIMITS: _ (5) 8d @ PLATE STAIRWAY IN ANY DIRECTION, WHEN THE GLA55 15 RAFTERS WITH NO FINISHED LE55 THAN GO"ABOVE THE TREAD. CEILING ATTACHED U180 HDUS HOLDOWN AND *THE REQUIREMENT DOES NOT APPLY IF THE BOTTOM EDGE OF THE GLA55 15 MORE THAN GO"ABOVE THE FLOOR. z FLOORS U360 N � SIMPSON H8 -_ (TOP PLATES TO STUD) -- ------ - CONNECTOR @ I G" O.C. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIAJ, 1� (5) I Od x I I/2" NAILS IN PLATE (5) 1 Od x 1 1/2" NAILS IN STUD WIND DESIGN SUBJECT TO DAMAGE FROM 1 1/4" x 20.a STEEL_ GROUND -__- __ __ --_ --_- -_ ___ -- -__ ____ SEISMIC - WINTER AIR MEAN TYPICAL HOLDOWN AT SECOND FLOOR T .. 4511 - 10" (5) I Od NAILS EA. END STRAP @ 1 G° O.C. SNOW SPEED TOPOGRAPHIC SPECIAL WIND WIND-BOURNE DESIGN WEATHERING FROST LINE TERMITE DESIGN ICE BARRIER FLOOD FREEZING ANNUAL - ----- - - UNDERLAYMENT HAZARDS SCALE: N.T.S. N LOAD (ULT. MPH) EFFECTS REGION DEBRIS ZONE CATEGORY DEPTH TEMP INDEX TEMP. - EXTEND STRAP 8" -10" 20 PSF 132 NO NO NO B SEVERE 3'-0" MOD-HVY 15') YES NO < 1 500 BOT. OF JOIST POST A5 PER PLAN Iry 51MP50N "H2.5" OR EQUAL (JOIST TO TOP PLATES) FA5TE N I N G 5 C H E D U LE ENERGY NOTES DECKING N z CONNECTORS @ 16" CODE SECTION � (5) 8d @JOIST < (5) 8d @ PLATE INTERNATIONAL RE51 DENTIAL CODE - 2015 DECK JOISTS AS 2X2 WASHERS ---- -_ - PER PLANEVERY 6'-0" O.C. _5_I_M_ P50_ N "R5__P_4'_' _ 1 . ALL CONSTRUCTION TO BE IN COMPLIANCE WITH THE DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE SPACING AND LOCATION @ANCHOR BOLT / (TOP PLATES TO STUD) OF FASTENER MANDATORY PROVISIONS OF CHAPTER I I OF THE CONNECTOR @ I G" O.C. ROOF FRAMING INTERNATIONAL RESIDENTIAL CODE, 2015. --- (4) 8d x 1 1/2" NAILS IN PLATE BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d TOE NAIL (4) 8d x I I/2" NAILS IN STUD N 1 102. 1 .2.2 2. A CERTIFICATE SHALL BE PROVIDED BY THE BUILDER GALV. MTL. POST CAP CEILING JOISTS TO PLATE, TOE NAILED 3-8d PER JOIST, TOE NAIL AND POSTED IN THE UTILITY ROOM WHICH LISTS ALL CEILING JOIST, `�i ANCHOR SIMPSON BC (APS OVER PARTITIONS 3-1 Gd FACE NAIL INSULATION R-VALUES AND FENESTRATION U-VALUES 1/2" � ANCHOR SERIES OR EQUAL .CS20.STRAPS _._____ ____ W CEILING JOIST TO PARALLEL RAFTERS 4-I Gd FACE NAIL AND 5HGC. RESULTS OF AIR BOLT-LEAKAGE TESTS TO BE @ O.C. 0-0" _ @ 16" O.C. RUN UNDER INCLUDED. CERTIFICATE SHALL LIST THE TYPES AND GIRDER AS PER PLAN HOLD 6" - I OFF SILL PLATES AND UP COLLAR TIE TO RAFTER 3-10d FACE NAIL EFFICIENCIES OF HEATING, COOLING, AND � GALV. MTL. EA END OF EAA SILLPLATE STUD. MINIMUM (4) I Od n MIN. EMBEDMT 7" INTO O RAFTER OR ROOF TRUSS TO TOP PLATE 3-10d (2) TOE NAILS ONE SIDE, (I) OTHER SIDE WATER HEATING SYSTEMS. POST ANCHOR. CONCRETE NAILS EACH END 51MP50N PB SERIES n/ WALL FRAMING N 1 102. 1 3. REFER TO ATTACHED CERTIFICATE INDICATING OR EQUAL FO NOT AT BRACED WALL PANELS I Gd 24" o.c., FACE NAIL COMPLIANCE. CONC. PIER STUD TO STUD, AS PER PLAN STUD TO STUD, AT BRACED WALL PANELS I Gd I G" o.c., FACE NAIL TIE DOWN / FOUNDATION DETAIL W BUILT-UP HEADER, TWO PIECES WITH I/2" SPACER 16d 16" o.c. ALONG EACH EDGE, FACE NAIL N I 102.4 4. THE BUILDING THERMAL ENVELOPE SHALL BE CONTINUOS HEADER TO STUD, TOE NAILED 4-8d TOE NAIL CONSTRUCTED TO LIMIT AIR LEAKAGE. -- --- ---------------- TOP PLATE TO TOP PLATE, FACE NAILED I Gd I G" o.c., FACE NAIL TYPICAL PORCH DECK DETAIL SCALE:3/4"= 1'-0" O N 1 102.4. 1 .2.5 5. DWELLING UNIT SHALL BE TESTED AND VERIFIED - - DOUBLE TOP PLATES, MINIMUM 24-INCHE5 OFFSET OF END 8-I Gd (4) FACE NAILED EACH SIDE SCALE: N.T.S. JOINTS, FACE NAIL IN LAPPED AREA OF END JOINT AS HAVING AN AIR LEAKAGE NOT EXCEEDING (3) AIR BOTTOM PLATE TO FLOOR JOIST/ BAND JOIST OR BLOCKING 16d 16" o.c., FACE NAIL CHANGES PER HOUR. TEST AS PER CODE. BLIND FLASHING (DBL. NAIL @ BRACED WALL PANELS) N I 102.4.3 6. MAXIMUM AIR LEAKAGE FOR WINDOWS AND SLIDING TYPICAL ROOF CONSTRUCTION . FIBERGLASS ROOF SHINGLES TOP OR BOTTOM PLATE TO STUD 4 - 8d TOE NAIL DOORS = 0.30 CFM/SF WHEN TESTED IN 15# FELT ', ) 2"X LEDGER BD. 2 -1 Gd END NAIL ACCORDANCE WITH AAMANVDMA/CSA I0I . SWINGING 1/2" CDX ROOFSHEATHING ' / Y W/ (2) 1/4" 0 BOLTS DOORS: MAX. AIR LEAKAGE = 0.50 CFM/SF. TYPICAL ROOF- TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS 2 -1 Gd FACE NAIL SIMP50N TIE H 2.5 = _ EACH STUD CONSTRUCTION OREQUAL % HU2G (OR EQUAL) N 1 103. 1 . 1 7. ALL THERMOSTATS TO BE PROGRAMMABLE. y - FLOOR FRAMING (SEE DETAIL) / =' 4 1 Gd @ LEDGER � '� 2 I Od X I/2" @ JOIST TO SILL, TOP PLATE, OR GIRDER N I 103.3 8. DUCTS, AIR HANDLERS, AND FILTER BOXES TO BE HEADER AS PER PLAN--� , \ RAFTER 3-Sd TOE NAIL SEALED. DUCTS SHALL BE PRESSURE-TESTED AS PER / ROOF RAFTE RIM JOIST, BAND JOIST, OR BLOCKING TO SILL OR TOP PLATE 8d G" o.c., TOE NAIL CODE; WRITTEN RESULTS OF TEST TO BE PROVIDED. FASCIA - \ AS PER PLAN -' ROOF RAFTERS BAND OR RIM JOIST TO JOIST 3-16d END NAIL AS PER PLAN BUILT-UP GIRDERS AND BEAMS, 2" LUMBER 20d AND 32" o.c. TOP * BOT, STAGGER, EACH LAYER N I 103.3.5 9. BUILDING FRAMING CAVITIES SHALL NOT BE USED AS �- CEILING JOISTS 2-20d FACE NAIL @ ENDS AND AT EACH SPLICE DUCTS OR PLENUMS. CE CEPER PLAN CLG. JOISTS LEDGER STRIP SUPPORTING JOISTS OR RAFTS 3-16d PER JOIST OR RAFTER, FACE NAIL N I 103.4 10. ALL HOT WATER PIPES TO BE INSULATED TO R3 MIN. BRIDGING TO J015T 2-1 Od EACH END, TOE NAIL VENTED SOFFIT GALV. MTL. POST CAP AS PER PLAN --- N 1 103.5 1 1 . HEATED WATER TO BE CIRCULATED VIA AUTOMATIC �" ANCHOR 51MP50N BC -__ -- --- -- CEILING SHEATHING PUMP. SERIES OR EQUAL 2"XG" LEDGER B ---- 2) 1 Gd @ EACH STUD TYPICAL PORCH ROOF DETAIL ( SPACING N 1103.6 12. NATURAL AND/OR MECHANICAL VENTILATION TO BE LU52G (OR EQUAL) SHEATHING TYPE FASTENER EDGE5 FIELD PROVIDED AS PER CODE. SCALE: N.T.S. 4 1 Od @ JOIST LEDGER G.W.B. 5d COOLERS 7" o.c. 10" O.C. N 1 103.7 13. HEATING AND COOLING EQUIPMENT SHALL BE SIZED 1 1/4" x 20ga 5TEE WALL SHEATHING IN ACCORDANCE WITH ACCA MANUAL S BASED ON STRAP @ I G" O.C.(OR LSTA 2 I (SIMPSON or EQUAL) � SPACING BUILDING LOADS CALCULATED IN ACCORDANCE WITH EQUAL) SHEATHING TYPE FASTENER EDGES FIELD ACCA MANUAL J OR OTHER HEATING AND COOLING (8) I Od NAILS EACH END (5) 1 Od NAILS EA. END F�-I STRUCTURAL PANELS 8d G" o.c. 12" o.c. METHODOLOGIES APPROVED BY AHJ. SIMPSON H8 -- - - (TOP PLATES TO STUD) ,o TOP PLATES - - -- �- --- CONNECTOR @ I G" O.C. TYPICAL PORCH ROOF FRAMING DETAIL (� �> N i 104. I 14. ALL LAMPS IN PERMANENTLY INSTALLED LIGHTING CRIPPLES- - - a� - - - Q FLOOR SHEATHING FIXTURES SHALL BE HIGH-EFFICACY LAMPS. I - - _ �i - - - --- (5) I Od x I I/2" NAILS IN PLATE SCALE: N.T.S. HDR - - (5) I Od x I I/2" NAILS IN STUD SHEATHING TYPE SPACING R51`4 (SIMPSON or EQUAL) FASTENER EDGES FI ELD A T EACH CRIPPLE STUD. . TO THE BE H ARCHITECT'S KNOWLEDGE, BELIEF, KING STUIq --- - - STRUCTURAL PANELS 8d G" TOP AND BOTTOM date: 221.17 o.c. 12" o.c. AND PROFESSIONAL JUDGEMENT, THESE PLANS ARE IN e COMPLIANCE WITH THE ENERGY CODE. P roJ, 2.2116.85 ROOF SHEATHING JACK STUIDS SHEATHING TYPE LOCATION FASTENER SPACING EDGES FIELD HDU5 HOLD-DOWN UQ'D drwn. b MS STRUCTURAL PANELS INTERIOR ZONES 8d G" O.C. 12" o.c. NOTES: AT ALL OPENINGS STUDS - - - -- I---- i GREATER THAN 6'-O" chkd. by: DK PERIMETER ZONES 8d "G" o.c. "12" o.c. FOR COMPLIANCE CALCULATIONS, REFER TO ATTACHED COMPUTATIONS SILL PLATE PERFORMED BY ENERGY TESTING SERVICES, LLC. - -- - 4 R FOATTACHMENT OF ROOF SHEATHING TO GABRIM JTS. -- LE RAKES SILL PLATTE - -- ACA ATTACHEDqc ATTACHED COMPLIANCE CERTIFICATE INCLUDES: - �°� NOTES: I. INSULATION MATERIALS AND THEIR R-VALUES. FND.- - � ° - CS20 STRAPS,STUD TO �P ( 9 sheet no. 1 . FASTENERS REFER TO COMMON NAILS, UNLE55 NOTED OTHERWISE. 2. FENESTRATION U-FACTORS AND 5HGC15. SILL @ EA, JACK KING 2. REFER TO THE INTERNATIONAL RESIDENTIAL CODE, 2015, FOR OTHER FASTENER TYPES. 3. MECHANICAL SYSTEM DESIGN CRITERIA. TYPICAL HEADER OPENING STUDS (4) 1 Od NAILS @ 3. 112" GYPSUM WALLBOARD TO BE FASTENED WITH NAILS AT 8" o.c. MAXIMUM (OR PAIRS 4. MECHANICAL AND SERVICE WATER HEATING SYSTEM AND _ EACH END. s - OF NAILS 2" - 2 I/2" APART @ 12" ox.) OR SCREWS AT I G" ox. EQUIPMENT TYPES, SIZES, AND EFFICIENCIE5. (ALL WIDTHS) N.T.S. VA �o ? 5. EQUIPMENT AND SYSTEM CONTROLS. ATF °. o1 2? t0 5 G. DUCT SEALING AND PIPE INSULATION AND LOCATION, of 5 2"X 2" BALU5TER5 2-1 Gd @ 5"O.0 NAIL5 @ 6' O.C. A B C 4„X 4" 3 3 4 INTERMEDIATE LCCC FLA3MING CONT. 2"X 10" P05T, TYP. O I BAND JOIST 2"X 6" DECK JOISTS m HDU5 PREDEFLECTED HOLDDOWN 5,51-011 e° 16"O.C. (EITHER5IDE) 01 ONE EA. SIDE SIMPSON LU 26 OF POST 6" J015T HANGER* o (2)1/2"GALV THROUGH BOLTS, _ o w 4'-8" 22'-6" 4'-I I" 2'-0° 7'-2" 2'-0" 9'-9" 9'-8" 2'-0" PROVIDE WASHERS AND TYPICAL CORNER HOLD-DOWN LOCK WASHERS. _ N ¢ o PLAN DETAIL 11 4 = SCALE: N.T.S. 8 4 51MP50N H2.5T x_ — (2)2 X 8— HURRICANE TIE' - - GIRDER AS NOTED 12"0 P.C. IER A�� o GALV. MTL. AREAWAY(TYP.) SIMPSON GALV.METAL HDu5 3'-0" BELOW G DE I X I O P05T ANCHOR(PB SERIES) TYPI AL nl REFER TO TYPICAL .--� 2"x 8" LEDGER— PREDEFIECTED HOLDDO '• I N I l� I/2" DIA x 4" LONG (MIN.)GALV � " 2 X 6 LEDGER CORNER HOLD � OR EQ." BOAR (EITHER,IDE) 8 P.C. FOUNDATION WALL ON — �_ _— — — — — — LINE OF CANTILEVER ABOVE DOWN DETAIL --I 5IMP50N GALV.METAL LAG 5CREW5 w/GALV. WA5HER5, 16 x 8 P.C. FOOTING W/ i _ PLYWOOD INSULATE TH15 SHEET SIMPS N DTTI Z SEE PATTERN BELOW. 5/8"0 THREADED CONT. 2"X4" KEYWAY (TYP.) P05TANCHOR(PBSERIE5) - - - - - - - - - - - - - - - 2814 I N I 2814 \ �/ ^ \ OR EQ.' TENSION TIE ROD (4) EACHDECK - - - - - - CNW " PROVIDEANDIN5TALLALLFA5TENEfLS COUPLER NUTS • r - - - - - - - - - - - - - - - - - - - - - - - - - - - - -_ — — — — - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - A5 PER NAANUFACTURER5 IN5TRUCTION5 N I I 00 (a r I U \ + xi - TYPICAL DECK DETAIL 5/8"0 TaREADED I I ________ 1 0 I I — — - ------------- ROD I I I I 1 N Q .--� �' 0 NO TO SCALE I li i�--------� I L • C 2 31-011 31-011 - I I ' l �l I - - - - - 7 � I u- z CELLAR � 0 NOTE: H.W. L I U -� U °- / CROSS BRIDGING O v ,L ,L - u FIRE PROTECT 1 0 0 O 0O I _ 4 P.C. SLAB 1 U > m O @ MIDSPAN N N N x ` F.J.5 ABOVE W/ -- I cc3 TYPICAL CORNER HOLD-DOWN H.R. I x VAPOR BARRIER N aU - = - I o `r' X (8-0 O.C. MAX.) N 5/8 TYPE X I SECTION DETAIL I I I N = I I G.W.B. AS PER HTR. I 1 U v0lic 3CATR N.T.S. - -- - - - -- ------ ---- - w I I I Q CODE _ Ln ._ - Cd M U N 2"x 8" LEDGER BOARD 8 I I 4-0 I S 20'-4" 51-411 5'-4" 3'-5" 4'-5" 4'-6" 6' -8" 8') r - - 112" DIA GALV THROUGH BOLTS, 2"X 4 I 1 @ 36" o.c. 5TAGGERED A5 SHOWN. FRAMING I I UP I NOTE: BRACE FL�EE ND I JQ PROVIDE WA5HER5 AND LOCK WA5HER5. HDU5 PFf DEFLECTED I I 01 I — — OF GIRD2R( P.) I I HOLDDOVN DRY WELL DRAIN -} / ALL STEEL COLUMNS TO BE 1 r _1 -1 F_ R� F 7 I I (EITHER SIDE) COVER o I ` ®/ i 1 STLm O 3 112"0 I I GAUGE. I -( 2 1 2 �I DER TYPICAL DECK / PLATFORM CONe RETE NOTE: DROP FTG. I _ _ _ DR. TYPICAL BEAM P CKEr I I-I j - 1 0 1 I BEAM POC 1 3-0 BELOW LANDING _ J I OYP•) I I� III I � +- �- -1 - L - - J((yP ) LEDGER DETAIL ATB5MT. - � _ _ L_ - - - - - - - - - - - - - - - - - - - - - _ - - - r - - r - I I I I I I ► N I I o ° - - - � 1 OGD .1 2X 12 1 (3)1 1 I m 1 N m 1 N SCALE: 1/2" = 1'-0" ° I r — - - - - - - - - - - - - - - - - - - - � I L _ - J I - 1 -� - � LLL _ aR. 1 — — (2) F.J. I -- � 1 I TYPICAL CORNER TIE DOWN m I 1 1 OVERSIZED CAP 3 112" 0 STEEL COL. L - J --SLAB DETAIL @ GARAGE I '� 1 I - PLATE ON 30" X 30" X 12" CO SD 1 SCALE- -- - - -- - � SCALE:N.T.S. � � � I o P.C. FOOTING (TYP.) I I � � Q ' I w N U N E�CCAVATED o I I O I n d 4" P.C. SLAB � I I I I I- 1 1 I 1 F- - - � I F_ CD I� ! I PITCH? O.H. DOORS 1 1 O, I I I I I � I I 5/8"0 PNCHOR BOLT I 1 1 I I I V I L - - J L _ J I HDU I I I 2X 10 F.J. N �2 X 10 F.J. N l 2 X 10 F.J. I • PREDFr1-FCTED HOLDDOWN _ I I @ 16" O.C. x @ 16" O.C. x @ 16" O.C. 1 cv x 'I N I 1 I I I I Im BEAM POCKET (IYP.) 5/8" ANCHOR BOLT I I L J S 11 EATI-I I N G 10'-0" 18" 10'-8" 12'-4" ^� 13'-4" 8", I O 1'-4" I NOTE: 1 1 POURtCOLUMN I I r - - - - - - - - - - � r,, - - - - - - - - - - - - - - � — J • I F+i T "" I rDOTINGS 4" I � I = I 1 ', • = PLAN VIE""' ~ _ Q W/ POi"';DATION JO NOTE: TOP OF CONCRETE TO I _ _ _ _ _ _ _ _ _— - - — U � O L_ - - - = — HAVE (2) 2 X G TREATED SILL F-ti 3" SHEATHING TO BE n H ---- I 1 � � I Q � I PLATES W/ 5/8"0 ANCHOR BOLTS F--� R TYP. FASTENED w/ 8d COMMON 1 18" 19'-4" L N 8„ 2 X 6 LEDGER W/ `moo` _ @ 3'-0" O.C. HOLD 6"-12" OFF <--� NAILS IN A 3" GRID I uj .. TECOS (TYP.) I �q EACH END OF EACH SILL PLATE. O O DROP TOP OF FOUNDATION i ~ > x MIN. EMBEDMENT 7" INTO PATTERN A5 SHOWN � I � � ` 8"X 8" P.C. PIER N -'• � PtOUR HAUNCHED SLAB I 1 in TRUSS PLACARDING REQUIRED I OVER O.H. DOORS _ - _ _ p _ _ CONCRETE. "" "`t GARAGE DOOR .. -� - - - - - - - - - - - - - - - - - - Ji4i -1 (2) 2X8 I- TREATED I- HEADER r HEADER I • • • • • - LINE OF DECK ABOVE 1r,E? * �Ikpq L - - - - - - - - - - - - - - - - - - - - - - - - - - L J L J L_ J L_ `�J _ _ .�' e 4 TYPICAL WALL „ 8.. PIER ON 24" x 24 x ver.. - - �' 1 . 4 8-4 4 8-4 -4 41-1111 5-6 7-3 5-2 12 P.P FTGEMIN. 3-0 BELOW 1 2 �'ARTM1.IEI;T AT CODI- BRACING DETAIL P: FOR 1'.l A rl =i `w;Il , „ �'`p' - I� ` I PROVIDE (2) C520 5TRAP5 ON SHEETS GRADE W/GALV. MTL. P05T �'JS Q = (24 LONG) i . II , 11 ,� 1 �� II 20-8 I I -3 6-I I 5-6 ANCHORS I3-8 FC�Ui TC:a -- ,.. --.- ON INSIDE OF WALL 2. �C)i„ ;; .. I uP.4r Cdu - -v - 58'-0" 4. FIN;;L - CO'�I'�TRU(;.(. : `J :UST RE CO(u, i. ,E : C.:; (3) STUDS @ A!_L C•CI"!STitU';iI `J S'''I'.'... UE1 FT THE CORNER 5/8"0 ANCHOR BOLT TYPICAL ANCHOR BOLTS q 6 C REOUIP,ERtEiv T S OF'i"I ir.:CC".73 Or NrEW w/ 3"x3" SQ. WASHER 3 3 4 YOR?" "i'Arr. NOT' SPO(J`i?LL: FOR DO NOT PROCEED WITH HDU-5 1/2" 0 x G'-O" O.C. W/ MINIMUM DESIGN OR Cnt,!S T F U;'Tlr)N I:;',RORS. FRAMING UNTIL SURVEY OF FOUNDATION LOCATION HDU-5 EMBEDMENT OF 7" WITH 3"X3" HAS BEEN APPROVED. SQUARE WASHER. HOLD 112" OFF FIRE BLOCKING NOTES: SILL PLATE CORNERS AND 4" TO 12"IOFF EACH FOUNDATION PLAN a., END OF EACH SILL PLATE. PROVIDE PROVIDE FIREBLOCKING AT THE FOLLOWING LOCATIONS: 6�1 �� ° •IN CONCEALED SPACES OF STUD WALLS PARTITIONS eT. N i t a "— i n t ALL PLUMBING WASTE a° UPLIFT STRAP CONNECTIONS SEE SCALE: i/4 -1-0 " t} t..v. F �-° -- &WATER LI:J:S NEED FOUNDATION ° d DETAILS THIS SHEET AND,5HEET #5 (VERTICALLY @ CEILING t FLOOR LEVELS; HORIZONTALLY O R. , s s� 5�s:"fir �� TESTIN'G B"FOI,� COV ENING a e @INTERVALS NOT EXCEEDING I O) WALL •AT ALL!NTERCONNECTIONS AT SOFFITS, DROP CLG'5 t TYPICAL FOUNDATIION COVE;,LG'S. •AT COUCEALED SPACES BETWEEN STAIR STRINGERS @ 7& TOP MID BOTTOM OF RUN. TYPICAL B CED WALL PANEL " •AT OPENINGS AROUND VENTS, PIPES AND DUCTS @ 8 POURED CONCRETE WALL 8-0 CEILING AND FLOOR LEVEL W/APPROVED MATERIAL TO •� - -- --- ---- - -------- - -. HIGH w/ (1)#4 BAR @ 12"'FROM TOP RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF 0 ` ° ` ' OF WALL AND (1 )#4 @ MIDPOINT �., iJiv1GI= Cc Ti icAT�ON A `Y @ GARAG bOOR DETAIL COMBUSTION. JLEAD CONTENT BEFORE �we.4..<..'a• . ;.;a'' - _ _.__-______________. ____--__ _-- - _.. _ _____. AND #6 VERTICAL BARS ea 35" o.c., OVERALL GIRDERS AND BEARING WALLS. w= ., i t`f=1CATE OF OCCUPANCY SCALE: N.T.S ON I G" x 8" P.C. FOOTING w/ CONT. 2" x 4" KEYWAY. (2) 2" x G"'TREATED ��L DER USED SILL PLATES, SILL SEAL, TIERMITE date: 2.21.17 :J' r°LYSYSTEMCANNOT SHIELD * DAMPROOFING. EXCEED 2/10 OF 1%LEAD. proj. #: 16.85 . 51MP50N OR EQUAL HOLIDOWN5 TO BE PROVIDED AT COR'AERS OF BUILDING AND AT OPENINIGS drWn. by: MS GREATER THAN G'-O" WIDE 5EE Chkd. b DK DETAILS THI5 SHEET AND SHEET #5. y' { rYx ' '' sheet no. r0j of 5 A B C FLOOR JOIST CALCULATION FOR CANTILEVER 2 FLOOR J015T CALCULATION FOR CANTILEVER 3 3 4 OO �� FLOOR J015T5 OVER FAMILY ROOM (CANTILEVERED 2'-0") FLOOR JOISTS OVER KITCHEN / MUD RM. (CANTILEVERED 2�-0) MAXIMUM MOMENT ON JOISTS IS AT SUPPORT CLOSEST TO MAXIMUM MOMENT ON JOISTS 15 AT SUPPORT CLOSEST TO CANTILEVER. CANTILEVER. 58'-0" O.A. I . FROM CONCENTRATED LOAD AT END OF CANTILEVER: I . FROM CONCENTRATED LOAD AT END OF CANTILEVER: 467 pif (ROOF,CLG,WALL) X 1 .33 (16" O.C. J015T SPACING) = 918 plf (ROOF,CLG,WALL) X 1 .0 (12" O.C. J015T SPACING) = 27-5 11'-2" 19'-5" 2'-0" 10 lo 10 621 . 1 # ON EACH JOIST. 918 # ON EACH JOIST. 4'-2" � 18'-4" � 4'-I I" 5'-7" � 5'-7" M=Pa= 621 . 1 # (2.0) = 1242.2 ft.-Ibs. M=Pa= 918 # (2.0) = 1836 ft.-Ibs. 2. FROM SECOND FLOOR UNIFORM LOAD: 2. FROM SECOND FLOOR UNIFORM LOAD: 40 r1f 2 1 .33 = 53.2 # 40 plf X 1 .0 = 40 # M= wa = 53.2 (2.0)2 = 1 06.4 ft.-Ibs. M= wag = 40 (2.0)2 = 80 ft.-Ibs. WD. STEPS W/ HANDRAIL 2 2 2 2 TO GRADE AS REQ'D. M M= 1242.2 + I OG.4 = 1348.6 ft.-Ibs. M= 1836 + 80 = 191 6 ft.-Ibs. j, 5/4" DECKING REQUIRED SECTION M ODULU5= 5=M/ft?. REQUIRED SECTION MODULUS= S=M/fb. LINE O CANT. ABOVE. cs en JOISTS: HEM-FIR NO. 2, REPETITIVE USE JOISTS: HEM-FIR - - - - - - - - - - - - - - - -P NO. 2, REPETITIVE USE 6°68 FR. GL. DR. LYWOOD INSULATE • � M� - - - - - - - - - - - - - - - - - - - - - - - - - - - � N fb= 1075 PSI fb= 1075 PSt q 3° I/2 RND. o �-+ ;- (2) 2X 12 N 3/0x3/0 SOF T (3) 3/0x5/2 I Rj '� S REQUIRED = 1348.6 ft.-Ibs. X 12 = 15.05 in 3 5 REQUIRED = 19 16 ft.-Ibs. X 12 = 21 .35 in3 3/0x5/2 (2) 13/4" I VL ROP) (� �, •--� �*'' O 11 = 1073 psi " I _ 1075 psi STAIRS c9 (2) 2 X 8 , - - J (31 2 X / 1 1'-8" (3) 1 3/4" X 9 1/2" LVL co 52"X10 21 .39 in 52X10 - 21 .39 in - - - • � � OOl a4f �J i q1N N v V U PROVIDE 2" X 10" F.J. @ 16" O.C. PROVIDE 2" X 10" F.J. @ 1 2" O.C. (DOUBLE EVERY OTHER) I, I„ I I ;� C O 8 4- 14'-4 2- 4 2 1 -4 4 s 18'-4" 6.. C.� ,-, - BP. o I 6 KITCHEN BPKFT. o A ROVED) W/(I GI ..i� a� 2 N p _ O I^ C U cq ,i NON COMB. HEARTH U O N O p _ �o (v Olt ( � �) RO 10 I A5 PER CODE O O I - ~ O 3ct aU I , � 3' x ' . m/ 0- I ON o `o �' I ISLA�D ° _ = w (�° - FAMILY ROOM FLOOR J015T CALCULATION FOR CANTILEVER Q x o cv I "- '} N O TRU55 IDENTIFICATION SIGN SHALL BE DESIGNED IN ACCORDANCE O = U-i� _ I N - FLUE FROM B 14 ELOW FLOOR JOISTS OVER GARAGE. (CANTILEVERED 2'-8") _ N x N I I Sq __� 2 > t�, WITH TITLE 19 NYCRR PART 1205 AND 5HALL BE AFFIXED ON OR MAXIMUM MOMENT ON JOISTS 15 AT SUPPORT CLOSEST TO a Q N I I I Lx/p S Ifs (v J N N NOTE: PROVIDE CONT. ADJACENT TO ANY ELECTRIC METER BOX ATTACHED TO THE CANTILEVER. m m : EF o I� - LVL RIM BD. @ 6" WALL 6'-O" 31,G" 6" EXTERIOR OF THE STRUCTURE FOR FIELD IN5PECTION. ILEVER: 0 `� - 20 II � 000 x 0 ARCH 1 1027 CONCENTRATED(ROOF LG �r LOAD AT .33 (106F O.C. JO S SPACING) _ = BATH I EF 2° ' ' -- N Q o pO / TYPE X GWB �(2) 2 X 1 2 (DROP) O 1366 # ON EACH J015T. I - PDR, - _ - - - _ - w grn; inF I - 7� 4,- „ I I F.K.281 I N5 _m -o--- - ----_- RAILING M=Pa= 1366 # (2.66) = 3684 ft.-Ibs. S.C. - O 611 2. FROM SECOND FLOOR UNIFORM LOAD: (----1 (2) 2 X g LAB. (3) 2 X 12 (DROP) - o N H R I I N �' Om 00 REFLECTIVE RED ROMAN ALPHANUMERIC 40 plf 2 1 .33 = 53 # _ o I _ _ z -- � " DRG. K.W. STEPS S REQ'D. (2) F.J. N F _ O m Q M= Z - 53 (22G6) 188 ft.-IbS. TO RR ABV. i 1'-6" 7'-7" (ARCHED OPN'G) `1 1 6" 6 3'-0" O 0 c9 b PANTONE DE51GNATION FIRE PROTECT WALLS CEILING W/ 5/8" - - m ABOOF WALL TYPE X GVE- .W.B. INSULATE COMMON I N _ M= 3684 + 188 = 3822 ft.-Ibs. I (PM5)# 157 FR REFLECTIVE WH ITE _ I WALLS'X GWS* CEILING AS SI PER CODE. 1/2"TYPE I to I 0 I o m REQUIRED SECTION MODULUS= 5=M/ft?. I @ LIVING ROOM N II JOISTS: HEM-FIR NO. 2, REPETITIVE USE 0 I DINING ROOM I p YEP III _ _ /2 fb= i 075 PSI % VAULTED CEILING p • I @� w = i iN VAULT C ILING NI (2) 2 10 N 5 REQUIRED = 3822 ft.-Ibs. X 1 2 = 42.66 in I N `f 1 p I IN ml W • 073 psi BRG. K.'W. I 1 4�3 0 N @ I6'00 C. I IN 2 2 X 1 I �1 �� �� 1� ION SIGN DETAIL 5 2"x 10" = 21 .39 in 0 Ox - _ I - - - - 0 TRUSS INDENTIFICAT _ 1 __ _ p O RR A81V. I N � p � n _ , n " i' @ " NO (3) 1 3/�4" X I 19 1/2" N LVL U } 16" O.C. O PROVIDE (2) 2 X 1 0 F.J. 1 6 O.C. I I N ` �2 X I 0 R.R. SCALE: 1 1/2 - 1 -0 - - - I I ti @ w _ 0 4.. 10'-O" , I L_ - J 10' 0" 6.. 10'-7" 6.. O 12'-3" - 'P x ^ . 26 _ I 13'-4" I N U' F- -i 00 (,ti" (2) F.J. n, N W � � - - - - - - - - - - - - (2) F.J. O (2) 2X8 3 112" 0 STL. COL. ON - - - - - - -- - (3) 2 X 10 CL• d W 30" X 30" X 12" P.C. FTG. �j _`r 3° IN5.W5. DR.W/ U 6" 4'-6" N (3) 3/0x5/2 W/ O �j ° GARAGE U O (3) 2 X 12 (2)1 2"T.G. 5LT5. 0 6 _ ROOF JL4" VTR - - _ - - - - - - - - - - - - - - - -� (3) I x3 TRANSOM O O = (3) 3052 _ (R/0 = 75 5/8" H X 107 3/4" W) - wz� x - x N 4" P.C. SLAB N dU 29E71 1 2 EYEBROW ABOVE V N PITCH TO .H. DOORS COVERED PORCH `_� (9/0 = 23 3/8" H X 72" W) 411, 20 O 4 ° O 5/4" DECKING co u 3 RAILING (2) 2 X 1 2 �I (2) 2" 2 X 12 x x (2) 2 X 8TREATED N N HEADER -- - 4 X 4WD. POST GYP.) - - - --- - - - ----- 8°7°O.H. DOOR 8°7°O.H. DOOR WD. STEPS W/ HANDRAIL 2" 2" 2" 2" 2" 2" 2" 2" TO GRADE AS KEQ'D. LAV. W.C. TUB W.C. TUB 5HWR. LAV. LAV. 4" 5'-1" [[4" 5'-2" 4" 6'-1 1" 4" 4'-10"oo " 23'-8" SET HEADER @ PORCH TO 8'-1" A.F.F. 2ND FL. I'-6" 8'-0" i -8" 8'-0" I'-6" 5'-7" 5'-8" 3'-6" 3'-5" 6'-6" 7'-2" OT co 2" 31-13. 2"I\- 3LB. 2" 2" 2' 2"1 CO 311 311 20'-8" 1 1'-3" 6I-I I" 51-G" 13'-8" loe PLATE HEIGHT @ GARAGE = 7- A.F.F. 9'-1 PLATE HEIGHT 9'-10PLATE HEIGHT 9'-1" PLATE HEIGHT 9'-1 O PLATE HEIGHT L ` 581-011 a 2„ _ 2_' 2. 2' 2.1 2.1 A B C 0 2 LAV. W.C. SINK D.W. 0 W•M• Ep FA I FIRST FLOOR PLAN AREA CALCULATIONS w SCALE: 118"=I'-V' SYMBOL LEGEND AREA o I ST FL. BEARING WALL ' WINDOW DESIGNATIONS REFER TO FIRST FLOOR 1548 S.F. '> COll 2" 31-13. 2" 2" CO CO 51LVfRLINE WINDOWS, AN ANDERSEN COMPANY O EXHAUST FAN SECOND FLOOR 1200 S.F. SERIES# 2901 SINGLE HUNG. ALL UNITS TO BE 4 4" C.1. HOU5E TRAP LO E* HAVE A MIN DP 24 RATING. INSTALL ALL 51) TOTAL 2748 S.F. CONNECT TO APPROVED UNITS AS PER MANUFACTURES SPECIFICATIONS. O SMOKE DETECTOR GARAGE 415 S.F. SANITARY SEPTIC 5Y5TEM ALL GLAZING TO CONFORM WITH THE REQUIREMENTS date: 2.21.17 OF THE INTERNATIONAL RESIDENTIAL CODE SECTION R308. CO TYP. STRUCTURAL NOTE: T.G. = REFERS TO TEMPERED GLASS. O CARBON MONOXIDE DETECTOR ALL STRUCTURAL COMPONETS SUCH A5 HEADERS, proj. #: 16.85 PLUMBING RISER DIAGRAM WOOD = REFERS TO WINDOW OPENING CONTROL DEVICE. AS PER SECTION P\312 OF THE INTERNATIONAL RESIDENTIAL BEAMS, AND GIRDERS HAVE BEEN DESIGNED IN CODE, 2015. ACCORDANCE WITH THE REQUIREMENTS OF A5CE 7-05. SCALE: NOT TO SCALE NOTE: AT LEAST ONE WINDOW IN EVERY BEDROOM drwn, by: MS TO BE EGRESSABLE AS PER THE FOLLOWING: Chkd. by: DK PLUMBING NOTES: MINIMUM 5.7 SQUARE FEET CLEAR OPENING WITH 1. SANITARY DRAINAGE, WASTE, AND VENT SYSTEM TO BE IN ACCORDANCE NO DIMENSION, HORIZONTAL LE55 THAN 20"CLEAR, WITH CHAPTERS 30 AND 31 OF THE INTERNATIONAL RESIDENTIAL CODE, 2015. OR VERTICAL LESS THAN 24"CLEAR. THE HIGHEST PART OF THE SILL TO BE LE55 THAN 44"ABOVE THE FINISHED FLOOR. -� ° sheet no. f R. NOTE: ANY WINDOW WITH A SILL HEIGHT LE55 THAN 24" 41 ABOVE FINISHED FLOOR AND GREATER THAN 72"ABOVE ¢ FINISHED GRADE SHALL HAVE A WINDOW OPENING CONTROL � DEVICE WHICH LIMITS THE WINDOW OPENING TO 4" UNLESS , A,, RELEASE MECHANISM IS OPERATED, MECHANISM NOT TO REDUCE REQUIRED CLEAR OPENING AREA REQUIRED FOR "" _ ' Of 5 EMERGENCY ESCAPE AND RESCUE. TYPICAL ROOF CONSTRUCTION CONT. RIDGE VENT HOLD ASPHALT ROOF SHINGLES SHEATHING BACK FOR AIR ICE SHIELD UNDERL.AYMENT CIRCULATION,NP. SHEATHING TO RUN TO INSULATED EXTERIOR WALL 15 # FELT / BOTTOM OF HEADER 1/2" PLYWOOD SHEATHING / R.R. AS PER PLAN X THIN PROFILE SHEATHING C.J. AS PER PLAN ��- TYPICAL WALL CONSTRUCTION VENTILATION BAFFLE R-19 BATT. IN5ULATION (CAVITY) @ FLAT CLGS. �1 2 1 2 6 / 6 VINYL SIDING � , R-30 BATT. INSULATION (CONT.) @ FLAT CLG5. 1 --- - AIR INFIL. BARRIER (VUp PERPENDICULAR) I SEALANT (LAIDR-30BATT. INSULATION @SLOPE CLGS 2X12 RIDGE �, 1/2" PLYWOOD SHEATHING \{� I 2 X 6 STUDS @ I G" O.C. - _ RIGID INSUL. BD., FORM I � > �� CORRUGATED BAFFEL (IN ALL CATHEDRAL CLG'S.) 2 X 4 C.T. @ I G" O.C.-____1 \- R-2 1 BATT. INSULATION (CAVITY) \ "� ROUND BAFFLE AND SEAL t, - ---- - -- ---- - - --- I/2" G.W.B. �'� W/ R-191N5UL. (CAVITY) I/2" G.W.B. CONT. BEAD I . j'H' R-30 IN5UL. (CONT.) LAID I OF SEALANT CONT. BEAD OF _ j PERPENDICULAR -- Ll SEALANT INSULATION BOARD cV a TOP OF PLATE I X G FASCIA PLYWOOD SHEATHING hx (2) 2 X G PLATE (2) 2 X 4 PLATE r 1-4" M � CONTINUOUS SOFFIT VENT (TYP.) BEARING WALL I X6 FASCIA (TYP.) AIR r� y _ SEALING DETAILS BEDROOM CL. CL. BEDROOM VE NTINUOUSI NTEp 50f T SCALE: 1/2"=l'-O" 5/8 TtG PLYWOOD SUBFLOOP, •� BLIND FLASHING +� CCj p OVER 2 X 10 F.J. @ 12" O.C. `�'' 2 X 8 LEDGER BOARD (2) 2 x 10 fJ @ I G (DOUBLE EVERY OTHER) A B C �� O � w/ R-30 INSULATION TOP OF SUBFLOOR 3 3 4 � V � ;z2 X G C.J. @ I GII O.C. 2 X 10 R.R. @ I G O.C. / f`i'w'v� C(_k x �'v _ TOP OF PLATE 45 X 45 S.L. rI O N p O 4' j DBL. fR. OPENING U c, TOP OF PLATE HDR A5 PER PLAN \_(2) 2 X G PLATE: <', PLYWOOD � 2-0" � � U I'd 49'-I I" INSULATE (R-30) U o 5/8" TYPE 'X' GWB @ WALLS BEARING WALL CANTILEVER ct CLG5. INSUL. COMMON = 7'-0" 10'-0" 24'-1 1" 51-011 c U GARAGE WALLS t CLGS. PDR. RM. LAUNDRY RM. , 7'-8" 61 TYPICAL CORNER (2) 3/0 x 5/2 TEMP. GL. KYLIGHT (3) 3/0 x 5/2gOWN- aj HOLq W/WOCD (2) /8 x 4/0w/WOCID t� 3 1/2" 0 5TEEL COLUMN R-2 I INSULATION 5/8"TtG PLYWOOD 5UBFLOOR _ (BETWEEN FLOORS) p OVER 2 X 10 F.J. @ 12" O.C. (2) 2 X 10 23 - \ / (2) 2 X 12 DETAIL ON SHEET 4" P.C. SLAB SLOPED —112" TYPE 'X' GWB W/ R-30 INSULATION - N U w 5�5HWR• I \ / #5 :r TH15 SIDE �- - - - - II I W/T.G. ENCL TOP OF 5UBFLOOR TO O.H. DOORS -' TOP OF 5UBFLOOR II II DR. W.I.CL. \ O s � _ _ _ � - I BEDROOM #4 � �I I_ / I m _ � / ' � XXYk '_s i i TOP OF CONCRETE Ll �� I G" 13'-0" 4" _� 13-8 -3 4 151-011 G 30"X30"X 1211 P.C. FOOTING (TYP. (2) 2 X G TREATED PLATES W/ i O U �j M.BATH. �? i MASTER I _ 8" P.C. fND. WALL o I CONT. #4 BAR5, I/2 0 ANCHOR BOLT @ ° _ _ - - - - - - I "' BEDROOM _ o m � G'-0" O.C. HOLD G" - 12" OFF m ^ _ — v — — — —��I I EACH END OF EACH SILL 0 I � c9 Q F � HIG F � 20 � I TRAY CEILING @ 8 X I G P.C. FTG. CELLAR PLATE. MIN. EMBEDMENT 7 h DAMPROOFING �q VENT DRYS I,TO )) SLOPS I 10'-0" A.F.F. I L, W/CONT. 2 X 4 KEYWAY 1 INTO CONCRETE I N EXTERIOR UP I I - #G VERT.BAR5 L I 4" P.C. SLAB I 8"X I G" P.C. FTG. o c� � � W.1.CL. I p Q I Q w/V.B. W/ 2X4 CONT. KWY. )ID _ SL PE TOP OF FOOTING I N 8 - CC"�F W N 6) o P O SD o / Z/L5D � �j - - - • "All I _ 5o5Llp 26 26 28 � O � U � - � SECTION A I o c.L. 5'-8 0 o X ° oIL W 3 RAILING-- / c� x - x O - - " " u 4 " 4" 1 G 31-211 2 7-8 4 12'-3 / N U cv � \\ Ln SCALE: 1/4"=P-0" � _ "o - N m = r - - (2) 2X8 KNEE WALL ABOVE -- ------- O m = o =_ _ 1 j N L - J C.L. 0 0 = PO5T �fi� Bo CEILING � 13'-O" 1 CO 5D \ L HALF WALL I °L U OPEN TO CONT. RIDGE VENT HOLD I O LIVING ROOM O SHEATHING BACK FOR AIR I �t 5�SLIpER - '(' a 0 ^ CIRCULATION,TYP. I ATTIC ACCESS (DBL. 28 (2 X8 0 --\ I FRAMED OPENING) 12 \ 2 X 12 RIDGE I 6 /i" \ i 0 SD = 4 SLI E 8o CEILING POST I I O 12 TYPICAL WALL CONSTRUCTION I �o 4 5-8 3-G Gil I i --__ VINYL SIDING �I6 AIR INFIL. BARRIER I BEDROOM #2 I/2" PLYWOOD SHEATHING -- = R-30 INSULATION I -' N ' 2 X 4 C.T. @ I G" O.C. 2 X G STUDS @ I G" O.C. I N v N 5L. CLG. i 2 X 8 C.J. @ I G" O.C. W/R-19 y R-2 I BATT. INSULATION (CAVITY) p FALSE X 10 R.R. I G" O.C. LR-30C46'5") LN�LATION =- ---- i INSUL. (CAVITY) R-30 INSUL. < \� 1/2" G.W.B. I x R.R. �t �Q 5'LOPM CLG5. TYP (CONT.) LAID PERPENDICULAR 2XG @ I G" 0.0 \ I N N SLOPE (3) 2 X 8 i / R-30c (8.5") IN5UL. @ \_`�\ \O/ CLG. 4 ' I/2 RND. Of AREA � r SLOPED CLGS. TYP _� G" 13-0 4" 9'1G" G" (R/0 = 2G 1/2" H X 48 1/2' W) TOP OF PLATE - TEC05 BEDROOM #3 o -4" (2) 2 X G PLATE 3 2 X 8 O.H I XG FASCIA(TYP.) ( ) BEDROOM CL. HALL BATH. MASTER BATHROOM I - c (2) 3/0 x 5/2 w/WOCD (3) 2 X 8 BLIND FLASHING = I ------------------r r- CONTINUOUS I NOTE: 5ET TOP OF THE5E 2 X 8 LEDGER BOARD 5/8" TSG PLYWOOD SUBFL. j VENTED SOFFIT WINDOWS NOTED THUS '�E(2) 3/0 x 5/2 w/WOOD and OVER 2 X 10 F.J. @ 5/8" TSG PLYWOOD SUBFL. I °e 29E7 112 EYEBROW i 2 X G C.J. @ I G O.C. r j I 7'-2" AFF,TYP (R/0 = 8G 1/2" H X 72" W) ------------- { I G" O.C. W/ R-19 OVER 2 X 10 F.J. @ 12" O.C. 2 X 8 R.R. @ I G" O.C. INSULATION (DOUBLE EVERY OTHER) } I 7'-O" G'-4" 5'-3" 5._3.1 oo 3._G.. 3._9.1 TOP OF SUBFLOOR I I I a 12 � K r x -� 'lv � vfY _' TOP OF PLATE I 13'-4" 10'-G" 7'-3" T.O.HDR. @PORCH L - - - - - - - - - - - - - - - - - - - - - - - - - - J / - (2 ,HDR. @R. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J 4 X 4 POST— (2) 2 X 10 F.J. CROSS BRIDGING r PLYWOOD 49'-1 1" I -O INSULATE (R-30) CANTI LEVER _ AZ 5/4" DECKING DINING ROOM KITCHEN Z O 2 X G D.J. @ I G" O.C.— A B C O >i 2 X 10 F.J. @ I G" O.C. 5/8" T*G PLYWOOD 5UBFLOOP, 3 3 4 u u 3o RAILING W/ R-30 INSULATION OVER 2 X 10 F.J. @ 12" O.C. w w U => W/ R-30 INSULATION n TOP OF SUBfLOOK TOP OF 5UBfLOOR SECOND FLOOR PLAN TOP K41 TOP Of CONCRETE ROOF FRAMING NOTE: date: 2.21.17 GRADE '; AT "LAYOVER" FRAMING, GALVANIZED METAL CROSS BRIDGING (IYP.) (3) 2 X 12 - SCALE: 1/4 -1-0 CONNECTORS (A35 BY 51MP50N OR EQUAL) TO BE proj. #: 16.85 , �? z TYPICAL FOUND. / FTG. o U5ED WHERE RAFTERS BEAR ON FLAT NAILER5. 8"P.C. FOUNDATION WALL w/(I)#4 BAR @ 12" CELLAR CONT. #4 BARS, = BEARING WALL TYPICAL. FROM TOP OF WALL AND(I)#4 BAR @ DAMPROOFING 12" 0 P.C. PIER ON « MIDPOINT AND#G VERTICAL BARS @ 35"o.c. drWn. by: MS 24" x 24" x 12" P.C. FTG. w/ I ON I G"x 8"P.C. FOOTING w/CONT. 2"x 4" 3 1/2 0 STEEL COLUMN #G VERT.BAR5 TYPICAL P05T NOTE: GALV. MTL. ANCHORS (TYP.) I KEYWAY, (2) 2"x G"TREATED WOOD SILL @ 35"o.c. Chkd. b DK PLATES w/ 1/2"0 ANCHOR BOLTS @ G'-0"NO 30"X 30"X 12" "X I G" P.C. FTG. PROVIDE SOLID POSTS UNDER ENDS OF ALL HEADERS. y. 2 X G LEDGER BD. W/TEC05 MORE THAN 12"FROM ANY CORNER,SILL P.C. FTG• W/ 2X4 CONT. KWY. SECOND FLOOR POSTS TO BEAR ON FLUSH FRAMING OR BE SEALER, DAMPROOFING BLOCKED 50LID TO FIRST FLOOR POSTS. FIR5T FLOOR P05T5 TO TOP OF FOOTING BEAR ON FLUSH FRAMING OR BE BLOCKED SOLID TO CELLAR GIRDER OR FOUNDATION WALL. POST SIZES AS PER THE 5. FOLLOWING: + 4� 'e , sheet no. (2) 2" X 4" MIN FOR DBL. 2"X HEADERS (3) 2 X 4 MIN FOR TRIPLE 2 X HEADERS cn NOTE: REFER TO SHEET 5 SECTION "BI1 FOR TIE-DOWN DETAILS (3) 2" X 4" MIN FOR DBL 2"X W/ FLITCH PLATES -" (4) 2" X 4" MIN FOR QUAD 2" X HEADERS SCALE: 1/4"=1'-0" k NOTE: SOLID 4" X 4", 4" X 6", AND 4"X 8" MAY BE SUBSTITUTED FOR BUILT-UP POSTS. of 5 r�roi�ni cni i�in i cry 5CLAR PANEL j INTERCONNECTIONS�EATHING BACK FOR AIR NT. RIDGE VENT HOLD PATHWAY CIRCULATION,TYP. - I -------------------------- ------------------ 1 \,\ 12 RIDGE VENT I I I 2 X 12 RIDGE - - - - - - - - - - - - - - - 2X IO R.R. @ IG" O.C. PROP05FD 375 5Q.FT. �_ / R-30c (8.5") INSUL. @ I AREA OF FUTURE / SLOPED CLG5. TYP SOLAR-READY ZONE � � /- ^ ':'Y'r� s --- L= CEILING HT. I I i RIDGE VENT M. BEDROOM 2 X GC.J. I GO, . W -19 0 C - } @ " / R INSUL. (CAVITY) It R-BO INSUL. TOP OF PLATE ASPHALT ROOF (BLIND FLASHING- 12 I I i � (CONT.) LAID PERPE DICULAR '-4" SHINGLE = IG (2) 2 X 4 PLATE I XG FASCIA 0YP.) � INC - 15CLAR PANEL I _ _� -- / M. BEDROOM CONTINUOUS Cis M T-1 _ (INTERCONNECTION I __________.� _ ___ � -- - _ - PATHWAY I ------ I -- VENTED SOFFIT w '4 � G� ___ I I � � � 2"x 4" BEARING WALL Cid O 12 -- Gil 6'� I N (3) R.R. UNDER TH15 WALL 5/8"TSG PLYWOOD 5U FLOOR '� 10 4.4 OVER 2 X 10 F.J. @ I " O.C. 41 = NG - —--_- - — PROPOSED 180 SQ.FT. I _ �` • �•I G VINYL SIDII FX• _ __ - _ -- PLYN/D. INSUL. I AREA OF FUTURE I _ TOP OF SUBFLOOR V 4 X 4 TREATED _-- -- I V ; _ SOLAR-READY ZONE � � POST l - -- - CANTILEVER I 1 cn LVL CONT. RIM BD. II 0 OU \ I-- J - -- -- _ �,�Y��k TOP OF PLATE r. ' p =-__ O.H. 2'-0I' C1 3 RAILING __ mg 1 2 X 10 R.R. @ I G" O.C. CROSS BRIDGING PLYWOOD W/ R-30C 8.5" SLOPED CLG. _ iUin- I I 2" x G" BEARING WALL INSULATE (R 30) V O I ------ CANTILEVER LIVING ROOM FAMILY ROOM LGALV. MTL. AREAWAY I �9 1 2� j 9 12� 1 6l PLY". It INSUL. I I N 8 P.C. FOUNDATION ALL CANTILEVER I ------------ 1 5/8" T*G PLYWOOD 5UBFLOOP, 5/8" T>G PLYWOOD SUBFLOOR QD + — — I ---- ------- ------------- O _ �______ � � _� OVER 2 X I 0 F.J. @ I G" O.C. OVER 2 X I 0 F.J. @ I G" O.C. T_ a + W/ R-30 INSULATION W/ R-30 INSULATION 1 ALIGN FASCIAS r -------------J L------ J �t F SUBFLOOR RIGHT SIDE ELEVATION I N x x ' O F CONCRETE j LINE OF WALL j I I Q 11 1 ` 1 2 0 P.C. FTG. SCALE: 1/8"=1'-0" _ BELOW(rm.) o 11 L __________________ ___J ______-__---____-_-------- - � (3) 2X 12 GIRDER HEADER AS PER PLAN 1 -----.I-- �� I o , CONT.#4 BAR`S, 3'-0" B.G. TYP. ' TYP CELLAR m _ = o DAM PIROOFI NG Uj SOLAR READY ROOF PLAN � I #GVEKT.BAR5 , -- TYPICAL FOUND. / FTG. 3 1/2"0 5TEEL COLUMN - 4" P.C. SLAB @ 35"o.c. „ „ RIDGE VENT' BLIND FLASH. ASPHALT ROOF SCALE:3/16" = 1'-0" 8 X I G P.C. FTG. 1 w/V.B. W/2X4 CONT KWY. 4 z @ SKYLIGHT - SHINGLES 8 P.C. FOUNDATION WALL w/(I)#4 BAR @ 12 , N — 2748 soft x 3 watts/51ft = 8244 YQU5 FROM TOP OF WALL AND(1)#4 BAR @ I ' NOTE: MIDPOINT AND#G VERTICAL BARS @ 35"ox. 1 TOP OF FOOTING ALL ROOF OBSTRUCTIONS 5UCH A5 CHIMNEYS,HVAC EQUIPMENT, 8244 watts / 15 watts/soft of array VENT5,FAN5,AND PIPES 5HALLBE PLACED A5 CLOSE A5 ON I G"x 8"P.C. FOOTING w/CONT. 2"x 4" PRACTICAL TO THE RIDGE OR GUTTER,AND AT THE NORTHERN capacity = 550 5�ft of array area t,o be KEYWAY, (2) 2"x G"TREATED WOOD SILL • T.O. PL = PORTION OF THE RESIDENCE 50 THAT 5HADOW5 FROM THE PLATES w/ 1/2"0 ANCHOR BOLTS @ G'-0"NO 30"X 30"X 12" P.C. FOOTING (TYP.) - -- -- -- -- dell Hated. — — OB5TRUCTION5 WILL NOT BE CAST OVER THE FUTURE g MORE THAN 12"FROM ANY CORNER,SILL _ A PHOTOVOLTAIC SYSTEM.NO OB5TRUCTION5 IN AREAS L—JAL uJ� _ DE5IGNATED FOR FUTURE 50LAR INSTALATION. SEALER, DAMPROOFING TG TG = - ---- SECTION NOTE: p NOTE: OC- OC OCD! ., LVINYL 51DING ` `_ THE MAIN O LLOWI SE LLATIONOFA UALPOEAICUITB E W.O.C.D. WINDOW OPENING CONTROL DEVICE. � p� T.O. SUBFL. — SPACE TO ALLOW INSTALLATION OF A DUAL POLE CICUIT BREAKER a — 1 T.O. PL. -- - - -- FOR FUTURE FUTURE ELECTRIC INSTALLATION AND SHALL BE SCALE: 1/4"=1'-0" REFER TO WINDOW NOTE Sf-I EET A-2 LABELED"FOR FUTURE SOLAR ELECTRIC'. THE RESERVED SPACE --: SHALL BE P051TIONED AT THE OPP051TE(LOAD)END FROM THE SEE SECTION "A" ON SHEET #3 FOR ADDITIONAL INFORMATION INPUT FEEDER LOCATION OR MAIN CIRCUIT LOCATION. NOTE:L]7 — 3 RAILING PROVIDE A G-0"WIDE x 6-0"HIGH CLEAR AREA OF EXTERIOR 51DEWALL DESIGNATED FOR FUTURE O T.O. SUBFL. __ — --- —__= INSTALLATION OF SOLAR INVERTER EQUIPMENT.THE T.O. RIDGE _ CLEAR AREA SHALL NOT BE LOCATED ON THE SOUTH GRADE - FACING SIDE OF THE RESIDENCE, -- RIDGE VENT L \ - -I SOLAR-READY NOTE: t A PERMANENT CERTIFICATE,INDICATING THE -------- PLYWD. INSUL. WD. STEPS W/ SOLAR—READY ZONE,SHALL BE P05TED NEAR THE t` HANDRAIL TO 8 P C. END. WALL ELECTRICAL D15TPJBUTION PANEL,WATER HEATER OR RAKE OUT ALL GABLES G" (TYP.) GRADE AS REQ'D. OTHER CON5PICUOU5 LOCATION BY THE BUILDER. -- T.O. FfG. � � _ - - --- - - - - - - - - - - - - - - � 12 - - -- -- -- -- - - -- -- -- - - --- -- - - 77 � i---STEP FOOTING L_� I V : 2H MAX ASPHALT ROOF SHINGLES - REAR ELEVATION -- -_ -- SCALE: 1/8"=1'-0" -- - --- ---- -- - - I FX. -- NOTE: SET TOP OF -- - WINDOWS AT SECOND -- -F* FX. --- O FLOOR FRONT AT - - N ~ +I 7'-2" ABV. FINISHED - --- -- E"i FLOOR. --- - - - - - - - - -- -- - U —RIDGE VENT - LLW—OCDI-.- EWOCD WOCD WOCD W -- — — - - FLASHING GYP•) -- -- - - -- T.O. PL. 12 G(— 18"X 24" SCR. Q LOUVERED VENTS _____-__-- - O / / ^ \ �G -- T.O. PL. @GARAGE - - - - - -- BL. FLASHING i - O - -- - - - - (TYP.) _ - rn, - - - - ------- - - -- p W .� 12 e G(— 12 i - --- 14 @ PORCH PLYWD. � � VINYL SIDING• -- _— � - --o - --- --- -- -- - o --- ----- 8 7oO.H. DOOR - -- 8 70 0.H. DOOR - _ INSULATE - - -- - - j - ------ - 0 ___ -- 17 -UUL --- 3p RAILING p - --- TOP OF SUBFLOOR - I -_--_---_-- ---_ _ __ TOP OF . 3 RAI LI NG - --- - - - -- - --- -- - 5UBFLooR proj. #: 16.85 I I w I I oz � I I I I I I I I I I qz I I u m i t l \ J m drwn. by: MS PLYWD. f i N s _ --_� r -1 -- I NS U LATE e I r___�r s � - � _ � J �_- � ,_ _ I I chkd. b DK I " ___ _ v�2r�i MAx. Ir -1— ---� I I -T � 7 I I y. L r = STEP FOOTING -- - 1-8"X 8" HIGH WD. RAI ZING WD. STEPS W/ 12"0 P.C. PIER ON [-- --- r J r J I V : 2H MAX - P.C. PIER HANDRAILTO 24" x 24" x 12" P.C. FTG. DROP FTG. 3'-0" BELOW L _\L-� - - i - L.�J J I GRADE AS REQ'DI. MIN. 3'-0" BELOW GRADE P.C. LANDING Z_-__-----_I=__=_� ANCHORS POST sheet no. LEFT SIDE ELEVATION �._ _ _ _ _ _ _ _ _ _ � , .rye , 17 SCALE: 1/8"=1'-0" F( FRONT ELEVATION SCALE: 1/4" V-0" of 5 "9 ° 012130 I . ALL WORK TO CONFORM TO THE INTERNATIONAL RESIDENTIAL CODE, 2015, FKI GRE55 WINDOW SCHEDULE ASPHALT ROOF SHINGLE NOTE WITH NEW YORK STATE SUPPLEMENTS AND LOCAL BUILDING CODES.2. ALL PLUMBING 15 TO CONFORM TO LOCAL AND COUNTYI'EALTH REQUIREMENTS. (ALL SLEEPING ROOMS) CODE ANALY515 1/2" CDX ROOF SHEATHING 3. ELECTRIC IS TO CONFORM TO LOCAL, N.E.C., AND UNDERWRITERS REQUIREMENTS. I . ASPHALT SHINGLES SHALL HAVE SELF- SEAL STRIPS OR BE HOLp PLYWOOD BACK FROM 4. CONCRETE 15 TO BE 3000 P51 MIN. CONCRETE FOR PORCHES, GARAGE SLABS SECOND FLOOR REQ'D CLEAR OPENING PROVIDED (S.F.) INTERLOCKING, AND COMPLY WITH ASTM D 225 OR D 3462. DGE FOR AIR CIRCULATION CAP SHINGLE OR EXPO5ED STEPS TO BE 3500 P51. ALL CONCRETE EXCEPT BASEMENT 5LA135 TO MASTER 6 2. FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, AT RIDGE VENTS --CONTINUOUS RIDGE VEN BEDROOM 5.7 5.7T BE AIR ENTRAINED. STAINLESS, ALUMINUM, OR COPPER ROOFING NAILS. MINIMUM OCCUPANCY: RE51DENTIAL BUILDING FELT 5. DESIGN IS BASED UPON A PRESUMPTIVE SOIL LOAD-BEARING VALUE OF 2000 P5F BEDROOM #2 5.7 5.7G (SEE PLAN) AS PER TABLE 401 .4. 1 OF THE RESIDENTIAL CODE OF NEW YORK STATE. BEDROOM#3 5.7 5.7G 12 GAGE 5HANKED WITH A MINIMUM 3/8 INCH DIAMETER HEAD, REFERENCE STANDARDS: ROOF SHINGLES /\ G. DOUBLE FRAME AROUND ALL OPENINGS AND UNDER PARALLEL PARTITIONS AND BEDROOM#4 5.7 5.7G OF A LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS INTERNATIONAL RESIDENTIAL CODE, BATHTUBS. AND SHEATHING. 2015 EDITION, w/ NYS SUPPLEMENTS RIDGE BEAM AS PER PLAN 7. NOTIFY ARCHITECT OF ALL CHANGES. THE ARCHITECT SHALL NOT BE 3. ASPHALT SHINGLES SHALL BE SECURED TO THE ROOF WITH NOT x 20ga STEEL STRAP EVERY RAFTER RESPONSIBLE FOR ANY CHANGES WITHOUT NOTIFICATION. LE55 THAN 51X FA5TENEKS PER STRIP SHINGLE OR TWO FASTENERS CLIMATE ZONE: 4 (4) 8d NAILS EACH END, C.T.5 @ 32" O.C. 8. DO NOT SCALE THE DRAWINGS. PER INDIVIDUAL SHINGLE. 9. ALL FRAMING LUMBER(JOISTS, RAFTERS, HEADERS, GIRDERS, AND STUDS)TO BE NOTE: AT LEAST ONE WINDOW IN EVERY BEDROOM DEGREE DAYS : 5750 ROOF RAFTERS AS PER PLAN DOUG-FIR No. 2 OR BETTER. TO BE EGRE55ABLE AS PER THE FOLLOWING: 4. ROOF COVERING MATERIALS ( SHINGLES) SHALL BE DELIVERED IN COLLAR TIES @ I G" O.C. MAY BE SUBSTITUTED 10. HANGERS REQUIRED AT ALL FLUSH STRUCTURAL LOAD CARRYING PACKAGES BEARING THE MANUFACTURES IDENTIFYING MARKS. DESIGN LIVE LOADS FOR RIDGE CONNECTORS CONDITIONS. 1. MINIMUM NET CLEAR OPENING WIDTH 20". 5. ANY ROOF WITH A SLOPE OF 4: 12 OR LE55 TO RECIEVE DOUB LE DECKS 4PSF 1 1 . PREFABRICATED FIREPLACES AND FLUES TO BE U.L. APPROVED. 2. MINIMUM NET CLEAR OPENING HEIGHT 24". UNDERLAYMENTARE ALIGNED PROVIDE: ONE . EXTERIOR BALCONIES GO P5F WHERE RAFTERS AND ETUDE 12. INSTALL SMOKE AND CARBON MONOXIDE DETECTORS IN ACCORDANCE 3. SILL HEIGHT NOT MORE THAN 44"ABOVE THE FLOOR. \ ATTICS 20 P5F(LIMITED STORAGE) SIMPEON "H2A" OR EQUAL WITH ALL MUNICIPAL AND STATE REQUIREMENTS. 4. MINIMUM CLEAR OPENING AREA 5.7 SQ. Ff.. (5.0 SQUARE FEET AT GRADE FLOOR OPENINGS) HDU5 (RAFTER TO STUD) CONNECTOR 13, EXHAUST FANS TO BE 50 cfm MIN., VENTED TO EXTERIOR. HOLDOWN 14. ALL RAILINGS, INTERIOR AND EXTERIOR TO HAVE BALUSTERS TO BE ROOMS OTHER THAN (5 I G" O.C. SLEEPING ROOMS 40 P5F (5) 8d x I I/2@ RAFTER EA. CONNECTOR SPACED 50 AS NOT TO ALLOW PA55AGE OF A 5PHERE 4"OR MORE NEW WINDOW AND GLA55 DOOR STORM PROTECTION: (2) 8d x 1 1/2@ PLATE EA. CONNECTOR IN DIAMETER. (1 32 MPH BASIC WIND SPEED,WITHIN ONE MILE FROM SAFETY GLASS REQUIREMENTS SLEEPING ROOMS 30 P5F 5/8" 0 THREAD ROD 15, WALL AND CEILING FINISHES TO HAVE: SHORELINE). SAFETY GLAZING REQUIRED AT THE FOLLOWING LOCATIONS: i (5) 8d x I I/2@ STUD EA. CONNECTOR FLAME SPREAD RATING < 200 ALL NEW WINDOWS AND GLASS DOORS TO BE INSTALLED PER 1. ANY GLAZING IN ANY TYPE OF DOOR. STAIRS 40 P5F / SMOKE DEVELOPED INDEX <450 MANUF. 5PEC5 FOR IMPACT RESISTANT WINDOWS WITHIN 2. GLAZING IN ANY WALL ENCL051NG A TUB, SHOWER, IG. EXP05ED INSULATION TO HAVE: ONE MILE FROM SHORELINE AND SHALL MEET THE SAUNA, OR STEAM ROOM. ' HANDRAIL5 200# i" FLAME SPREAD RATING <25 I �ij/ WHERE RAFTERS AND STUDS REQUIREMENTS OF THE LARGE MI55LE TEST OF ASTM I`_ 1996 3. ANY WINDOW WITHIN 2'OF A DOOR. SMOKE DEVELOPED INDEX <450 4. ANY INDIVIDUAL PANE OF GLA55 > 9.0 5Q. FEET ROOF 20 P5F(GROUND SNOW LOAD) II / i ARE OFFSET PROVIDE AND ASTM E 1886. OR WHERE THE BOTTOM IS <18"ABOVE ANY FLOOR CONSTRUCTION NOTES CONTRACTOR TO PROVIDE PRE-CUT 1/2"STRUCTURAL WITHIN 3'OF THE WINDOW. BASIC WIND SPEED 132 MPH i/ / 51MP50N "H2.5A" OR EQUAL PLYWOOD PANELS TO COVER THE GLAZED OPENINGS(MAX. 5. GLAZING IN WALLS OF INDOOR POOLS, HOT TUBS, (RAFTER TO TOP PLATES) SPAN 8' FOR PANELS) PRE DRILL EDGES AT 9"O.C.TO ACCEPT SPAS WITHIN 5'OF THE WATER. " DEAD LOADS 10 P5F @ FLOORS / CONNECTORS @ I G" O.C. 2 112"#8 WOOD SCREWS TOP AND BOTTOM(INTO FRAMING). G. GLAZING IN STAIRWAYS AND LANDINGS WITHIN 3-0" 20 PSF @ ROOF / / (5) 8d @ RAFTER PLYWOOD PANELS TO BE MARKED FOR LOCATION AND HORIZONTALLY OF A WALKING SURFACE. " / (5) 8d @ PLATE STORED ON SITE. 7. GLAZING WITHIN GO"OF THE BOTTOM TREAD OF A DEFLECTION LIMITS: STAIRWAY IN ANY DIRECTION,WHEN THE GLA55 15 RAFTERS WITH NO FINISHED AND LE55 THAN GO"ABOVE THE TREAD. CEILING ATTACHED U180 HDU5 HOEDOWN THE REQUIREMENT DOES NOT APPLY IF THE BOTTOM EDGE OF THE GLA55 15 MORE THAN GO"ABOVE THE FLOOR. FLOOR5 U3GO iv 5 5IMP50N H8 (TOP PLATES TO STUD) CONNECTOR @ I G" O.C. (5) I Od x 1 1/2" NAILS IN PLATE CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA (5) 1 Od x 1 1/2" NAILS IN STUD - WIND DESIGN SUBJECT TO DAMAGE FROM 8" - 10" I 1/4" x 20 a STEEL GROUND SEISMIC WINTER AIR MEAN TYPICAL HOLDOWN AT SECOND FLOOR STRAP @ 16 O.C. SNOW SPEED TOPOGRAPHIC SPECIAL WIND WIND-BOURNE DESIGN WEATHERING FR05T LINE TERMITE DESIGN ICE BARRIER FLOOD FREEZING ANNUAL - -- - - - --- -SCALE: N.T.S. N= Z (5) 1 Od NAILS EA. END � LOAD (ULT. MPH) EUNDERLAYMENT HAZARDS FFECTS REGION DEBRIS ZONE CATEGORY DEPTH TEMP INDEX TEMP. _ EXTEND STRAP 8u 10 BOT. OF JOIST 20 PSF 132 NO NO NO B SEVERE 3'-0" MOD-HVY 150 YES NO < 1500 POST AS PER PLAN SIMPSON "H2.5" OR EQUAL �r (JOIST TO TOP PLATES) DECKING CONNECTORS @ I G" FA5TENING 5CHEDULE IN CODE SECTION (5) 8d @ PLATE INTERNATIONAL RESIDENTIAL CODE - 2015 DECK JOISTS AS 2X2 WASHERS SIMPSON "RSP4" I . ALL CONSTRUCTION TO BE IN COMPLIANCE WITH THE PER PLAN EVERY G'-0" O.C. TO NUMBER AND TYPE @ ANCHOR BOLT (TOP PLATES @STUD) DESCRIPTION OF BUILDING ELEMENTS OF FASTENER SPACING AND LOCATION MANDATORY PROVISIONS OF CHAPTER I I OF THE CONNECTOR @ I IL O.C. S IN PLATE ROOF FRAMING INTERNATIONAL RESIDENTIAL CODE, 2015. ! (4) 8d x I 1/2" NAILS IN STUD BLOCKING BETWEEN CEILING JOISTS OR RAFTER5 TO TOP PLATE 3-8d TOE NAIL N 1 102. 1 .2.2 2. A CERTIFICATE SHALL BE PROVIDED BY THE BUILDER GALV. MTL. POST CAP • CEILING JOISTS TO PLATE, TOE NAILED 3-8d PER JOIST, TOE NAIL AND POSTED IN THE UTILITY ROOM WHICH L15T5 ALL CEILING JOIST, LAP5 OVER PARTITIONS 3-1 Gd FACE NAIL INSULATION R-VALUES AND FENESTRATION U-VALUES ANCHOR R EQUAL N BC I/2" T ANCHOR � SERIES OR EQUAL BOLT G'-0" O.C. C520 STRAPS CEILING J015T TO PARALLEL RAFTERS 4-1 Gd FACE NAIL AND 5HGC. RESULTS OF AIR-LEAKAGE TESTS TO BE GIRDER AS PER PLAN HOLD G" - 12" OFF @ I G" O.C. RUN UNDER COLLAR TIE TO RAFTER 3-I Od FACE NAIL INCLUDED. CERTIFICATE SHALL LIST THE TYPES AND EA END OF EA SILLPLATE SILL PLATES AND UP EFFICIENCIES OF HEATING, COOLING, AND GALV. MTL. MIN. EMBEDMT 7 INTO STUD. MINIMUM (4) 1 Od O �. RAFTER OR ROOF TRU55 TO TOP PLATE 3-1 Od (2) TOE NAILS ONE SIDE, (1) OTHER SIDE WATER HEATING SYSTEMS. P05T ANCHOR. CONCRETE NAILS EACH END 51MP50N PB SERIES WALL FRAMING N 1 102. 1 3. REFER TO ATTACHED CERTIFICATE INDICATING OR EQUAL STUD TO STUD, NOT AT BRACED WALL PANELS I Gd 24" o.c., FACE NAIL COMPLIANCE. O CONC. PIER STUD TO STUD, AT BRACED WALL PANELS I Gd I G" o.c., FACE NAIL F..� - PIECES WITH 12" SPACER I Gd I G" ox. ALONG EACH EDGE, PACE NAIL N 1 102.4 4. THE BUILDING THERMAL ENVELOPE SHALL BE AS PER PLAN TIE DOWN / FOUNDATION DETAIL w a BUILT-UP HEADER, TWO ECE / CONTINUOS HEADER TO STUD, TOE NAILED 4-8d TOE NAIL CONSTRUCTED TO LIMIT AIR LEAKAGE. '` F--I TYPICAL PORCH DECK DETAIL scALE:3/4"- r-o" TOP PLATE TO TOP PLATE, FACE NAILED I Gd I G" o.c., FACE NAIL O w N I 102.4. I .2.5 5. DWELLING UNIT SHALL BE TESTED AND VERIFIED DOUBLE TOP PLATES, MINIMUM 24-INCHE5 OFFSET OF END 8-I Gd (4) FACE NAILED EACH SIDE AS HAVING AN AIR LEAKAGE NOT EXCEEDING (3) AIR JOINTS, FACE NAIL IN LAPPED AREA OF END JOINT SCALE: N.T.S. CHANGES PER HOUR. TEST AS PER CODE. BOTTOM PLATE TO FLOOR JOIST/ BAND JOIST OR BLOCKING I Gd I G" o.c., FACE NAIL TYPICAL ROOF CONSTRUCTION - BLIND FLASHING (DBL. NAIL @ BRACED WALL PANELS) N 1 102.4.3 G. MAXIMUM AIR LEAKAGE FOR WINDOWS AND SLIDING FIBERGLASS ROOF SHINGLES DOORS = 0.30 CFM/SF WHEN TESTED IN \\� ) 2"X LEDGER BD. TOP OR BOTTOM PLATE TO STUD 4 - 8d TOE NAIL 15# FELT x ACCORDANCE WITH AAMA/WDMA/CSA 10 I . SWINGING 112" CDX ROOF SHEATHING W/ (2) 1/4" O BOLTS �� 2 -1 Gd END NAIL DOORS: MAX. AIR LEAKAGE = 0.50 CFM/5F. TYPICAL ROOF- EACH STUD TOP PLATES, LAP5 AT CORNERS AND INTERSECTIONS 2 -1 Gd FACE NAIL SIMPSON TIE H 2.5 - CONSTRUCTION N I 103. 1 . I 7. ALL THERMOSTATS TO BE PROGRAMMABLE. OR EQUAL HU2G (OR EQUAL) (' 4 1 Gd @ LEDGER (SEE DETAIL) ;r} 2 1 Od X 112" @ FLOOR FRAMING N I 103.3 8. DUCTS, AIR HANDLERS, AND FILTER BOXES TO BE HEADER AS PER PLAN-- J015T LAN � = RAFTER J015T TO SILL, TOP PLATE, OR GIRDER 3-8d TOE NAIL SEALED. DUCTS SHALL BE PRESSURE-TESTED AS PER ' ROOF RAFTE > FASCIA AS PER PLAN �) RIM JOIST, BAND JOIST, OR BLOCKING TO SILL OR TOP PLATE 8d 6 ROOF RAFTERS o.c., TOE NAIL CODE; WRITTEN RESULTS OF TEST TO BE PROVIDED. BAND OR RIM J015T TO J015T 3-1 Gd END NAIL AS PER PLAN n BUILDING FRAMING CAVITIES SHALL NOT BE USED AS5 9 3. . BUILT-UP GIRDERS AND BEAMS, 2" LUMBER 20d AND 32" o.c. TOP � BOT, STAGGER, EACH LAYER N 1 103. DUCTS OR PLENUMS. �� AS PER PLAN CEILING JOISTS 2-20d FACE NAIL @ENDS AND AT EACH SPLICE � CEG. JOISTS LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-1 Gd PER JOIST OR RAFTER, FACE NAIL N 1 103.4 10. ALL HOT WATER PIPES TO BE INSULATED TO R3 MIN. VENTED SOFFIT \­-GALV. MTL. POST CAP AS PER PLAN BRIDGING TO JOIST 2-10d EACH END, TOE NAIL ANCHOR SIMP50N BC N I 103.5 I I . HEATED WATER TO BE CIRCULATED VIA AUTOMATIC - SERIES OR EQUAL 2"XG" LEDGER BID. CEILING SHEATHING PUMP. TYPICAL PORCH ROOF DETAIL (2) I Gd @EACH STUD SPACING N 1103.6 12. NATURAL AND/OR MECHANICAL VENTILATION TO BER EQUAL) SCALE: N.T.S. 4 4 1 I OctOOd @LEDGER SHEATHING TYPE FASTENER PROVIDED AS PER CODE. EDGES FIELD 4 I Od @JOIST G.W.B. 5d COOLERS 7" o.c. 10" ox. N 1 103.7 13. HEATING AND COOLING EQUIPMENT SHALL BE 51ZED 1 1/4" x toga 5TEE WALL SHEATHING IIN ACCORDANCE WITH ACCA MANUAL 5 BASED ON LSTA 2 I (51MP5ON or EQUAL) STRAP @ I G" O.C.(OR SPACING BUILDING LOADS CALCULATED IN ACCORDANCE WITH EQUAL) SHEATHING TYPE FASTENER EDGES FIELD ACCA MANUAL J OR OTHER HEATING AND COOLING (8) I Od NAILS EACH END (5) I Od NAILS EA. END H 5IMP50N H8 STRUCTURAL PANELS Sd G" o.c. 12" o.c. METHODOLOGIES APPROVED BY AHJ. ,p (TOP PLATES TO STUD) TOP PATES CONNECTOR @ IG o.c. TYPICAL PORCH ROOF FRAMING DETAIL W 'y N 1 104. 1 14. ALL LAMPS IN PERMANENTLY INSTALLED LIGHTING CKIP'PI. 5 (5) 1 Od x 1 112" NAILS IN PLATE Q FLOOR SHEATHING FIXTURES SHALL BE HIGH-EFFICACY LAMP5. HDR (5) 1 Od x 1 112" NAILS IN STUD SCALE: N.T.S. SHEATHING TYPE SPACING R51`4 (SIMPSON or EQUAL) FASTENER EDGES FIELD AT EACH CRIPPLE STUD. date: 2.21.17 TO THE BEST OF THE ARCHITECT'S KNOWLEDGE, BELIEF, KING STUD STRUCTURAL PANELS 8d G" o.c. o.c. TOP AND BOTTOM AND PROFESSIONAL JUDGEMENT, THESE PLANS ARE IN proj. #:16.85 COMPLIANCE WITH THE ENERGY CODE. ROOF SHEATHING JACK STUDS SHEATHING TYPE LOCATION FASTENER SPACING HDU5 HOLD-DOWN REQ'D drWn, by: MS EDGES FIELD NOTES: AT ALL OPENINGS STRUCTURAL PANELS INTERIOR ZONE5 8d G" o.c. 12" o.c. 5T UDS GREATER THAN 0-0" chkd. by: DK PERIMETER ZONES 8d "G" O.C. " 12 o.c. FOR COMPLIANCE CALCULATIONS, REFER TO ATTACHED COMPUTATIONS SILL P'LATE PERFORMED BY ENERGY TESTING SERVICES, LLC. 4" FOR ATTACHMENT OF ROOF SHEATHING TO GABLE RAKES RIM' -- SILL PLATE sheet no. ATTACHED COMPLIANCE CERTIFICATE INCLUDES: •° .� -; .; NOTES: 1. INSULATION MATERIALS AND THEIR R-VALUES. END• C520 STRAPS,STUD TO ,,,d ; 1 . FASTENERS REFER TO COMMON NAILS, UNLESS NOTED OTHERWISE. 2. FENESTRATION U-FACTORS AND 5HGC'5. SILL @ EA. JACK * KING 2. REFER TO THE INTERNATIONAL RESIDENTIAL CODE, 21015, FOR OTHER FASTENER TYPE5. 3. MECHANICAL SYSTEM DESIGN CRITERIA. TYPICAL HEADER OPENING STUDS (4) I Od NAILS @ ��� r f 3. 112" GYPSUM WALLBOARD TO BE FASTENED WITH NAILS AT 8" o.c. MAXIMUM (OR PAIRS 4. MECHANICAL AND SERVICE WATER HEATING SYSTEM AND - - ---- -- - --- - 1 I EACH END. •� OF NAILS 2" - 2 I/2" APART @ 12" o.c.) OK SCREWS AT I G" o c EQUIPMENT TYPES, SIZES, AND EFFICIENCIES. (ALL WIDTHS) N.T.S. �' j i 5. EQUIPMENT AND SYSTEM CONTROLS. 5 G. DUCT SEALING AND PIPE INSULATION AND LOCATION. ti -3° ° ` of 5