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HomeMy WebLinkAbout41305-Z cFFtJj,��dG Town of Southold 1/9/2018 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39435 Date: 1/9/2018 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 230 Linda Rd,Mattituck SCTM#: 473889 Sec/Block/Lot: 106.4-15 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/13/2017 pursuant to which Building Permit No. 41305 dated 1/23/2017 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 COVERED FRONT ENTRY,REAR WOOD STOOP,ATTACHED GARAGE AND UNFINISHED BASEMENT AS APPLIED FOR The certificate is issued to Equity Trust Company of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0092 12-04-2017 ELECTRICAL CERTIFICATE NO. 41305 12-14-2017 PLUMBERS CERTIFICATION DATED 12-15-2017 ul Rupp Plumbing C TA rized Signature i 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#: 41305 Date: 1/23/2017 Permission is hereby granted to: Shalkey, Jane & Ors 1201 S Columbine St Denver, CO 80210 To: construct a new single family dwelling as applied for per SCHD approval. At premises located at: 230 Linda Rd, Mattituck SCTM # 473889 Sec/Block/Lot# 106.-1-15 Pursuant to application dated 1/13/2017 and approved by the Building Inspector. To expire on 7/25/2018. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,510.00 CO -ADDITION TO DWELLING $50.00 e $1,560.00 J 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: I. 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. I 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$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: L k ` jy Z�< /� House No. Street Hamlet Owner or Owners of Property: 1 �7 41+A I Suffolk County Tax Map No 1000, Section f C� �p Block l Lot I S� Subdivision l�j �� /` Z S i,APT Filed Map. Lot: Permit No. f Date of Permit. Applicant: Health Dept. Approval: '�Z�0 , . ' 00 Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ Applican Ignature oF so���®� Town Hall Annex Telephone(631)765-1802 54375 Main Road c� Fax(631)765-9502 P.O.Box 1179 a� roper.richert(-)town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Equity Trust Company Address: 230 Linda Road city'Mattituck st: New York zip: 11952 Budding Permit#: 41305 Section. 106 Block: 1 Lot 15 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Neubauer Electric License No: 3867-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat OIL Duplec Recpt 48 Ceiling Fixtures 11 HID Fixtures Service 3 ph Hot Water 30A GFCI Recpt 4 Wall Fixtures 5 Smoke Detectors 3 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 22 CO Detectors Sub Panel A/C Blower 1 Range Recpt 40A Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt 30A Emergency Fixture Time Clocks Disconnect 200A Switches 3Q Twist Lock Exit Fixtures �] TVSS Other Equipment: 2- Combination Smoke/ CO Detectors, 2- Bath Fans, 4- Paddle Fans, 5 Combination GFCl/ARC Fault Circuit Breakers. Notes, Inspector Signature: �4Date: December 14, 2017 0-Cert Electrical Compliance Formas 'l QF$OUl�,QI�`t Town Hall Annex Telephone(631)765-1802 54375 Main Road cn Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Q COUNV,��� ® RCH TY[N BUILDING DEPARTMENT TOWN OF SOUTHOLD DEC 19 2017 WILDINGMYL TOWN OF SOlUTHOLD CERTIFICATION Date: Building Permit No. Owner: �� I T\rLt 5" (Please print)�(Lfvvi Plumber: V�} �Lt 4 "QQ (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. milers S nature) Sworn to before me this day of JWZYM 19-er , 20 17 O(I4A waffil LLO Notary Public . State of New York No. 01AN6364554 unty Qualified in NaSsau CO�es Sep. 18, 2021 My Comm. Exp Notary Public, 33eiy County l 05' pF SOUlyol � o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [/FOUNDATION IST [ ] ROUGH,PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 041 .�Ma/ `o✓ k I� D n(t a i� DATE ` INSPECTOR 130 o��pF SOUIyo J � • �o ��y000N1'1�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] F UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE R ISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] EL TRICAL (FINAL) REMARKS: FWgdim Off► . It Al DATE INSPECTOR I o� �xOF SOUTyo/_ h� `o cou H O TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION [ IAMING / STRAPPING [ ] FINAL [ ] -FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 1�rwfkaK DATE INSPECTOR �� o� � SOF SOUlh, �o� olo TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLSG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) R MARKS. lOc/o Q[VVA6m (o K/ ffi SSvvC/ lO DATE 'IAP INSPECTOR OE SOUlyolo Cc-pat 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) REMARKS: DATE 1 INSPECTOR- t I� 010 F SO(/T�,OI � o cOUtIi`I,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] „ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] AMING / STRAPPING [ ] FINAL [ FIREPLACE & CHIMNEY [ ] IRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: L�fn Go v a i/,✓ f,Vt”(44A W�61 10 10 WV fq `� 1&6 !:AkV1/Pn-1VA) Ila . .�'� DATE INSPECTOR pE SOUlyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 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) REMARKS: DATE % INSPECTOR� pf SOUlyolo v 0 MV Ohm TOWN OF SOUTHOLD BUILDING-DEPT. 765.1802 INSPECTION ( ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR Ittav 0 yo �o �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ]�NSULATION [ ] FRAMING / STRAPPING [ FINAL n/6 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT-PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: rad • � � - -.�w cam- C - JA (q) DruwuwL dI f b (y DATE 1 7�- INSPECTOR qm NY-ECCC 2016 Building UA Compliance ENERGY Property Organization HERS ,ti Private Residence Energy Rating Service Inc Projected Rating 230 Linda Rd 631.383.4198 2017-07-03 Mattituck, NY 11952 Matt Wahl Rating No:MW00590 RaterID:2572845 Weather:Riverhead, NY Builder 2015 IECC, W/2016 NEW YORK Sligo Construction Corp SUPPLEMENT R590-1-230LI NDA-MJW.blg Elements Insulation Levels NY-ECCC 2016 As Designed Shell UA Check Ceilings: 40.1 72.1 Above-Grade Walls: 97.5 93.0 Windows and Doors: 80.8 68.6 Basement Walls: 85.9 80.1 Overall UA(Design must be equal or lower): 304.4 313.9 Mandatory Requirements The following Mandatory Requirements Fail: Shell UA Check Design must be equal or lower 304.4 313.9 This home DOES NOT MEET the overall thermal performance requirements and verifications of the Energy Conservation Code of New York State-2016 based on a climate zone of 4A. (Section 402, Energy Conservatiorl Code of Uew York State-2016.) Name Matt Wahl Signature Organization Energy Rating Service Inc Date 19 July 017 REM/Rate-Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. C 1985-2017 Noresco, Boulder, Colorado. RESNET 2015 IECC R-406 Projected NETWORKRESIDENTIAL ENERGY SERVICES Energy Rating Index Report Property Organization Energy Rating Index Information Builder: Sligo Construction Corp Company: Energy Rating Service Inc Projected Rating Address: 230 Linda Rd Phone: 631.383.4198 Rating No:MW00590 Mattituck, NY 11952 Rater:Matt Wahl Rater ID:2572845 Date Rated: 2017-07-03 HERV Index Estimated Annual Energy Consumption* Q More Energy Rated Home Calculated Rated Home Cost($/yr) 150 Energy Use(MBTU) 140 Heating 47.6 910 Existing 130 Homes 120 Cooling 1.0 64 I 110 Water Heating 11.0 202 Standard I New Horne g goo Lights Et Appliances 22.8 1281 90 Photovoltaics -0.0 -0 — 00 70Total 82.4 2522 ThI me so *Based on standard operating conditions 50 40 ERI with PV: 54 30 ` 20 ERI without PV 54 Zero Energy 1 10 Home �W Less Energy Annual Estimates Electric(kWh): 7284 CO2 Emissions(Tons): 7 Fuel oil(Gallons): 415 Energy Savings ($)**: 1583 **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 Matt Wahl Signature A*W Organization Energy Rating Service Inc Date 19 July 2017 Provider Data and Seal Matt Wahl RESNET Rater ID: 2572845 Energy Rating Service Inc Islip Terrace, NY 11752 631.383.4198 To determine if a provider is properly accredited go to: www.resnet.us/professional/programs/search_directory REM/Rate-Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. MEN2015 IECC R-406 Projected 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 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 v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. Page 2 of 2 NY-ECCC 2016 Energy Cost Compliance ENERGY Property Organization HERS «i/i�i� Private Residence Energy Rating Service Inc Projected Rating 230 Linda Rd 631.383.4198 2017-07-03 Mattituck, NY 11952 Matt Wahl Rating No:MW00590 RaterID:2572845 Weather:Riverhead, NY Builder 2015 IECC, W/2016 NEW YORK Sligo Construction Corp SUPPLEMENT Annual Energy Cost $/yr NY-ECCC 2016 As Designed Heating 1117 1039 Cooling 141 148 Water Heating 273 273 SubTotal-Used to Determine Compliance 1531 1460 Lights Et Appliances 1287 1280 Photovoltaics -0 -0 Service Charge 65 65 Total 2883 2805 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) 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(NY-ECCC 2016) PASSES This home MEETS the annual energy cost requirements of Section 405 of the Energy Conservation Construction Code of New York-2016 in climate zone 4A. In fact,this home surpasses the requirements by 4.6%. Name Matt Wahl Signature Organization Energy Rating Service Inc Date 119 July 2017 In accordance with NY-ECCC 2016, 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 to the"prevailing federal minimum standards"as of January, 2009.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 v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. t Building Summary Property Organization HERS ]ENERGY Pro P Y '; Jflr�/ii�� r��ir•�i�r• Private Residence Energy Rating Service Inc Projected Rating 230 Linda Rd 631.383.4198 2017-07-03 Mattituck, NY 11952 Matt Wahl Rating No:MW00590 RaterID:2572845 Weather:Riverhead, NY Builder 2015 IECC,W/2016 NEW YORK Sligo Construction Corp SUPPLEMENT R590-1-230LINDA-MJW.big ^-^�^,..�,,.. ";7—;,M.,..'., > Building Name 2015 IECC, W/2016 NEW YORK SUPPLEMENT Owner's Name Private Residence Property Address 230 Linda Rd City, St, Zip Mattituck, NY 11952 Phone Number Xax.XXX.XXXX Builder's Name Sligo Construction Corp Phone Number 516.826.9806 Email Address sligo87@gmail.com Plan/Model Name Custom Home Community/Development n/a Permit Date/Number n/a mcg-�...... anization Infdi matidn, wv+.w.. ew.mr2:.biWu, w Organization Name Energy Rating Service Inc Address 35 Tellar Dr City, St, Zip Islip Terrace, NY 11752 Phone Number 631.383.4198 Website Rating/RESNET Information* .. :.; ., ;. .e :': P Provider ID 1998-123 Sample Set ID 00000000 Registry ID Registry Date Registered Rater's Name Matt Wahl RaterslD 2572845 Rater's Email energyratingservice@yahoo.com Last Field Insp 2017-07-03 Rating Type Projected Rating Reason for Rating New Home Rating Number MW00590 REM/Rate-Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. Building Summary . Property Organization HERS EN(r RGY Private Residence Energy Rating Service Inc Projected Rating 230 Linda Rd 631.383.4198 2017-07-03 Mattituck, NY 11952 Matt Wahl Rating No:MW00590 RaterID:2572845 Weather:Riverhead, NY Builder 2015 IECC, W/2016 NEW YORK Sligo Construction Corp SUPPLEMENT R590-1-230LINDA-MJW.big General Building Information = " Area of Conditioned. Space(sq ft) 2846 Volume of Conditioned. Space 25568 Year Built 2017 Housing Type Single-family detached Level Type(Apartments Only) None Floors on or Above-Grade 1 Number of Bedrooms 3 Foundation Type Conditioned basement Enclosed Crawl Space Type N/A Number of Stories Including Conditioned Basement 2 Thermal Boundary Location N/A Foun ation Wall,lnforrnkion . Name Library Entry Location Length(ft) Total Depth Height Uo Value Uo Value Height(ft) Below Above Combo` (wall only) Grade(ft) Grade(ft) basment R1 1,G2, Draped Cond->ambient/gm 182.0 8.0 7.0 1.0 0.055 0.085 Batt "Uo Value Combo combines wall, airfilm, and soil path Foundation Wall: R1 1,G2, Draped Batt Type Solid concrete or stone Thickness(in) 10.0 Studs None Interior Insulation Continuous R-Value 11.0 Frame Cavity R-Value 0.0 Cavity Insulation Grade 2 Ins top 0.0 ft from top of wall Ins Bottom 0.0 ft from bottom of wall Exterior Insulation R-Value 0.0 Ins top 0.0 ft from top of wall REM/Rate-Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. Page 2 of 15 Building Summary ENERGY Property Organization HERS tertili7 O,"wl"i Private Residence Energy Rating Service Inc Projected Rating 230 Linda Rd 631.383.4198 2017-07-03 Mattituck, NY 11952 Matt Wahl Rating No:MW00590 RaterID:2572845 Weather:Riverhead, NY Builder 2015 IECC, W/2016 NEW YORK Sligo Construction Corp SUPPLEMENT R590-1-230LINDA-MJW.big Foundation Wall Lilir_ary.List Ins bottom 0.0 ft from top of wall Note updated grade AP 12/2/05 Slab Floor Information _ - Name Library Entry Area(sq ft) Depth Below Full Exposed On-Grade Grade(ft) Perimeter(ft) Perimeter(ft) Perimeter(ft) Uninsulated1 1423 7.0 182 182 0 Slab;Floor.Library:List Slab Floor: Uninsulated1 Slab Covering None Perimeter Insulation (R-Value) 0.0 Perimeter Insulation Depth (ft) 0.0 Under-Slab Insulation (R-Value) 0.0 Under-Slab Insulation Width (ft) 0.0 Slab Insulation Grade 1 Radiant Slab No Note T 77 Rim'and Band Jos nfo Name Location Area(sq ft) Continuous Framed Cavity Ins Joist Insulation Uo Value Ins Cavity Ins Thk(in) Spacing Grade base-1 Cond > 182.00 5.0 15.0 3.5 16.0 2 0.051 ambient 1-amb Cond -> 128.00 5.0 15.0 3.5 16.0 2 0.051 ambient 1-gar Cond > garage 25.00 0.0 15.0 3.5 16.0 2 0.069 Above=Grade.;Wall Name Library Entry Location Exterior Color Area(sq ft) Uo Value 1 R19,FG2,6-16,+5 Cond > ambient Medium 144.00 0.048 2 R15,FG2,4-16,+5 Cond > ambient Medium 18.00 0.056 3 R15,FG2,4-16,+5 Cond > ambient Medium 117.00 0.056 4 R15,FG2,4-16,+5 Cond > ambient Medium 126.00 0.056 REM/Rate-Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. Page 3 of 15 4 Building Summary Property Organization HERS ENERGY Private Residence Energy Rating Service Inc Projected Rating 230 Linda Rd 631.383.4198 2017-07-03 Mattituck, NY 11952 Matt Wahl Rating No:MW00590 RaterID:2572845 Weather:Riverhead, NY Builder 2015 IECC, W/2016 NEW YORK Sligo Construction Corp SUPPLEMENT R590-1-230LINDA-MJW.btg Above6'617ade; Name Library Entry Location Exterior Color Area(sq ft) Uo Value 5 R15,FG2,4-16,+5 Cond > ambient Medium 144.00 0.056 6 R15,FG2,4-16,+5 Cond > ambient Medium 144.00 0.056 7 R15,FG2,4-16,+5 Cond > ambient Medium 108.00 0.056 8 R19,FG2,6-16 Cond > garage Medium 180.00 0.068 9 R15,FG2,4-16 Cond > garage Medium 45.00 0.084 10 R15,FG2,4-16 Cond > ambient Medium 63.00 0.084 11 R15,FG2,4-16,+5 Cond -> ambient Medium 243.00 0.056 12 R15,FG2,4-16,+5 Cond -> ambient Medium 189.00 0.056 Above=Grade.dVallLibrary List Above-Grade Wall: R19,FG2,6-16,+5 Information From Quick Fill Screen Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) 5.0 Frame Cavity Insulation (R-Value) 18.0 Frame Cavity Insulation Thickness(in) 5.5 Frame Cavity Insulation Grade 2 Stud Size (w x d, in) 1.5 x 5.5 Stud Spacing (in o.c.) 16.0 Framing Factor- (default) 0.2300 Gypsum Thickness (in) 0.5 Note New Grade II BH 10/24/05 Above-Grade Wall: R15,FG2,4-16,+5 Information From Quick Fill Screen Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) 5.0 Frame Cavity Insulation (R-Value) 15.0 Frame Cavity Insulation Thickness(in) 3.5 Frame Cavity Insulation Grade 2 Stud Size(w x d, in) 1.5 x 3.5 Stud Spacing (in o.c.) 16.0 Framing Factor- (default) 0.2300 REM/Rate-Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. Q 1985-2017 Noresco, Boulder, Colorado. Page 4 of 15 Building Summary Property Organization HERS ENERGY Private Residence Energy Rating Service Inc Projected Rating 230 Linda Rd 631.383.4198 2017-07-03 Mattituck, NY 11952 Matt Wahl Rating No:MW00590 RaterID:2572845 Weather:Riverhead, NY Builder 2015 IECC, W/2016 NEW YORK Sligo Construction Corp SUPPLEMENT R590-1-230LINDA-MJW.big Above-G�ade Wall Library List Gypsum Thickness (in) 0.5 Note New Grade II BH 10/24/05 Above-Grade Wall: R19,FG2,6-16 Information From Quick Fill Screen Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) 0.0 Frame Cavity Insulation (R-Value) 18.0 Frame Cavity Insulation Thickness (in) 5.5 Frame Cavity Insulation Grade 2 Stud Size(w x d, in) 1.5 x 5.5 Stud Spacing (in o.c.) 16.0 Framing Factor- (default) 0.2300 Gypsum Thickness (in) 0.5 Note Updated Grade II BH 10/24/05 Above-Grade Wall: R15,FG2,4-16 Information From Quick Fill Screen Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) 0.0 Frame Cavity Insulation (R-Value) 15.0 Frame Cavity Insulation Thickness(in) 3.5 Frame Cavity Insulation Grade 2 Stud Size (w x d, in) 1.5 x 3.5 Stud Spacing (in o.c.) 16.0 Framing Factor- (default) 0.2300 Gypsum Thickness (in) 0.5 Note AWindow ������ Overhang �teriorAdjacent Name Wall Orient U-Value SHGC Area Depth To Top To Btm Winter Summer Winter Summer Assignment (sqft) (ft) (ft) (ft) Shading Shading Shading Shading AGWall1 East 0.320 0.290 16.63 0.0 0.0 4.8 0.85 0.70 None None AGWall4 East 0.320 0.290 16.63 0.0 0.0 4.8 0.85 0.70 None None REM/Rate-Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. Page 5 of 15 Building Summary Property Organization HERS ENERGY - (�i/iii �, ir•�iir Private Residence Energy Rating Service Inc Projected Rating 230 Linda Rd 631.383.4198 2017-07-03 Mattituck, NY 11952 Matt Wahl Rating No:MW00590 RaterID:2572845 Weather:Riverhead, NY Builder 2015 IECC, W/2016 NEW YORK Sligo Construction Corp SUPPLEMENT R590-1-230LINDA-MJW.big Window Information Overhang Interior Adjacent Name Wall Orient U-Value SHGC Area Depth To Top To Btm Winter Summer Winter Summer Assignment (sqft) (ft) (ft) (ft) Shading Shading Shading Shading AGWall6 West 0.320 0.290 28.50 0.0 0.0 4.8 0.85 0.70 None None AGWall7 West 0.320 0.290 4.00 0.0 0.0 2.0 0.85 0.70 None None AGWall 11 West 0.320 0.290 42.00 0.0 0.0 7.0 0.85 0.70 None None AGWall11 West 0.320 0.290 16.50 0.0 0.0 3.0 0.85 0.70 None None AGWall12 East 0.320 0.290 46.00 0.0 0.0 5.8 0.85 0.70 None None Door Information 9 Name Library Entry Wall Assignment Opaque Uo Value R-Value of Storm Door Area(sq ft) Opaque Area to garage R5 steel insul AGWall 9 21.0 0.168 5.0 No to basement 2-1/4 Wd solid core AGWall 10 18.7 0.268 2.8 No front 2-1/4 Wd solid core AGWall 12 21.0 0.268 2.8 No Roof Information Name Library Ceiling Roof Exterior Radiant Type Uo Value Cement or Roof Tile Entry Area(sq ft) Area(sq ft) Color Barrier Clay Tiles Ventilation R30,FG2,10-16 200.00 200.00 Medium No Vaulted 0.044 No No R30,FG2,10-16 206.00 206.00 Medium No Vaulted 0.044 No No R30,FG2,10-16 320.00 320.00 Medium No Vaulted 0.044 No No R30,FG2,10-16 73.00 88.00 Medium No Attic 0.049 No No R30,FG2,10-16 44.00 53.00 Medium No Attic 0.049 No No R30,FG2,10-16 700.00 840.00 Medium No Attic 0.049 No No Roof Library List y Ceiling: R30,FG2,10-16,C Information From Quick Fill Screen Continous Insulation (R-Value) 0.0 Cavity Insulation (R-Value) 29.0 Cavity Insulation Thickness (in) 9.3 Cavity Insulation Grade 2 Gypsum Thickness (in) 0.500 REM/Rate-Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. Page 6 of 15 Building Summary ENERGY Property Organization HERS �t�rli�ifrriir Private Residence Energy Rating Service Inc Projected Rating 230 Linda Rd 631.383.4198 2017-07-03 Mattituck, NY 11952 Matt Wahl Rating No:MW00590 RaterID:2572845 Weather:Riverhead, NY Builder 2015 IECC,W/2016 NEW YORK Sligo Construction Corp SUPPLEMENT R590-1-230LINDA-MJW.big oof.,LA rary;List: p k .�.or�....: Insulated Framing Size(w x h, in) 1.5 x 9.3 Insulated Framing Spacing(in o.c.) 16.0 Framing Factor- (default) 0.1412 Ceiling Type Vaulted Note quick-fill by MP 11/18/05 Ceiling: R30,FG2,10-16 Information From Quick Fill Screen Continous Insulation (R-Value) 0.0 Cavity Insulation (R-Value) 30.0 Cavity Insulation Thickness (in) 9.5 Cavity Insulation Grade 2 Gypsum Thickness (in) 0.500 Insulated Framing Size(w x h, in) 1.5 x 9.5 Insulated Framing Spacing (in o.c.) 16.0 Framing Factor- (default) 0.1412 Ceiling Type Attic Note REM/Rate-Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. Page 7 of 15 Building Summary Property Organization HERS ]ENERGY Private Residence Energy Rating Service Inc Projected Rating 230 Linda Rd 631.383.4198 2017-07-03 Mattituck, NY 11952 Matt Wahl Rating No:MW00590 RaterID:2572845 Weather:Riverhead, NY Builder 2015 IECC,W/2016 NEW YORK Sligo Construction Corp SUPPLEMENT R590-1-23OLINDA-MJW.big WD ,,:`,. .ay ., Number of Mechanical Systems 3 Heating SetPoint(F) 70.00 Heating Setback Thermostat Present Cooling SetPoint(F) 75.00 Cooling Setup Thermostat Present Heatil"WHyd=air 92k 86% „kw�.,, ..:a.,.....:,_s-:.� SystemType Fuel-fired air distribution Fuel Type Fuel oil Rated Output Capacity(kBtuh) 92.0 Seasonal Equipment Efficiency 86.7 AFUE Auxiliary Electric 918 Eae Note Number Of Units 1 Location Conditioned area Performance Adjustment 100 Percent Load Served 100 Cool �.ACC '2910 :14:5,SEERp `.ww..,«x..... 'e..:..w.�„......w,wk.. ,..k...,.::w;.s.w...:....m,�acv.,w«ww.v....�.:.a,,.�. System Type Air conditioner Fuel Type Electric Rated Output Capacity (kBtuh) 29.0 Seasonal Equipment Efficiency 14.5 SEER Sensible Heat Fraction (SHF) 0.70 Note Number Of Units 1 Location Conditioned area Performance Adjustment 100 Percent Load Served 100 „ r Water Heater Type Integrated Fuel Type Fuel oil REM/Rate-Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. Page 8 of 15 Building Summary Property Organization HERS ANERGY Private Residence Energy Rating Service Inc Projected Rating 230 Linda Rd 631.383.4198 2017-07-03 Mattituck, NY 11952 Matt Wahl Rating No:MW00590 RaterID:2572845 Weather:Riverhead, NY Builder 2015 IECC, W/2016 NEW YORK Sligo Construction Corp SUPPLEMENT R590-1-230LINDA-MJW.big Mechanical Equipment, Energy Factor 0.79 Recovery Efficiency 0.86 Water Tank Size (gallons) 50 Extra Tank Insulation (R-Value) 0.0 Note Number Of Units 1 Location Conditioned area Performance Adjustment 100 Percent Load Served 100 1 a?oY...Wiaauc.-r"ma.6..,ecam:seme'iri—.me caaviaa+wl Y Y ,,..m.-a.v... M All bath faucets If showers<=2gpm false All DHW pipes fully insulated>= R-3 true Recirculation type None(standard system) Farthest fixture to DHW heater 60 TOTAL Pipelength for longest DHW run 80 DWHR unit present? false DHW Diagnostics dhwGpd 43.01 peRatio 0.84 dishwasherGpd 2.70 clothesWasherHotWaterGPD -0.08 EDeff 0.96 ewaste 25.30 tmains 57.60 dwhrWhlnletTempAdj 0.00 pumpConsKwh 0.00 pumpConsMmbtu 0.00 REM/Rate-Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. Page 9 of 15 Building Summary Property Organization HERS ENERGY Private Residence Energy Rating Service Inc Projected Rating 230 Linda Rd 631.383.4198 2017-07-03 Mattituck, NY 11952 Matt Wahl Rating No:MW00590 RaterID:2572845 Weather:Riverhead, NY Builder 2015 IECC, W/2016 NEW YORK Sligo Construction Corp SUPPLEMENT R590-1-230LINDA-MJW.big Duct Systems' Name Main Conditioned Floor Area(sq ft) 2846.0 #of Returns 1 Heating System Oil Hyd-air 92k, 86% Cooling System ACC, 29K, 14.5 SEERO Supply Duct Surface Area(sq ft) 576.3 Return Duct Surface Area(sq ft) 106.7 Duct Leakage Qualitative Assessment Not Applicable Duct Leakage to Outside Supply+Return 20.00 CFM @ 25 Pascals Supply Only Not Applicable Return Only Not Applicable Total Duct Leakage 284.00 CFM @ 25 Pascals Duct Tightness Test Postconstruction Test Type Location Percent Location R-Value Supply Conditioned space 100.0 4.0 Return Conditioned space 100.0 4.0 REM/Rate-Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. Page 10 of 15 Building Summary Property Organization HERS ENERGY . Private Residence Energy Rating Service Inc Projected Rating 230 Linda Rd 631.383.4198 2017-07-03 Mattituck, NY 11952 Matt Wahl Rating No:MW00590 RaterID:2572845 Weather:Riverhead, NY Builder 2015 IECC, W/2016 NEW YORK Sligo Construction Corp SUPPLEMENT R590-1-230LINDA-MJW.bIg Infiltration' -and Mechanical Ventilation Whole House Infiltration Measurement Type Blower door test Heating Season Infiltration Value 3.00 ACH @ 50 Pascals Cooling Season Infiltration Value 3.00 ACH @ 50 Pascals Shelter Class 3 Code Verification Tested Mechanical Ventilation for IAQ Type Balanced Rate(cfm) 120 Sensible Recovery Efficiency(%) 65.00 Total Recovery Efficiency(%) 59.00 Hours per Day 24.0 Fan Power(watts) 65.00 ECM Fan Motor true Ventilation Strategy for Cooling Cooling Season Ventilation Natural Ventilation REM/Rate-Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. Page 11 of 15 Building Summary Property Organization HERS ENRGY , Private Residence Energy Rating Service Inc Projected Rating 230 Linda Rd 631.383.4198 2017-07-03 Mattituck, NY 11952 Matt Wahl Rating No:MW00590 RaterID:2572845 Weather:Riverhead, NY Builder 2015 IECC, W/2016 NEW YORK Sligo Construction Corp SUPPLEMENT R590-1-230LINDA-MJW.btg Lights and Appliances = Rating/RESNET audit Ceiling Fan CFM/Watt 0.00 Refrigerator kWh/yr 578 Refrigerator Location Conditioned Range/Oven Fuel Type Electric Induction Range No Convection Oven Yes Dishwasher Energy Factor 0.66 Dishwasher kWh/yr 0 Place Setting Capacity 12 Clothes Dryer Fuel Type Electric Location Conditioned Moisture Sensing Yes CEF 2.62 Clothes Washer Location Conditioned LER(kWh/yr) 96 IMEF 3.060 Capacity(CU.Ft) 3.810 Electricity Rate 0.11 Gas Rate 1.22 Annual Gas Cost 11.00 Qualifying Light Fixtures Interior CFLs% 90.0 Interior Fluorescent% 10.0 Exterior Lights% 50.0 Garage Lights% 50.0 REM/Rate-Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. Page 12 of 15 Building Summary Property Organization HERS NRGY 1i;, Ivi Private Residence Energy Rating Service Inc Projected Rating 230 Linda Rd 631.383.4198 ' 2017-07-03 Mattituck, NY 11952 Matt Wahl Rating No:MW00590 RaterID:2572845 Weather:Riverhead, NY Builder 2015 IECC, W/2016 NEW YORK Sligo Construction Corp SUPPLEMENT R590-1-230LINDA-MJW.big Mandatory Requirements y _ _ IECC Requirements Verified IECC 04 true Verified IECC 06 true Verified IECC 09 true Verified IECC 12 true Verified IECC 15 true Verified NY-ECCC 2016 true Verified IECC MI true EPA Requirements Rater certifies that the home complies with the following requirements for: None Rater Design Review Checklist(National) Rater Field Checklist(National) HVAC Design Report HVAC Commissioning Checklist(optional) ENERGY STAR Version 3 Appliances Amount Refrigerators 1 Ceiling Fans 0 Exhaust Fans 2 Dishwashers 1 ENERGY STAR Version 3 Basements Basement Wall Area 50%Below Grad: false Basement Floor Area 0.00 2009 IECC Prescriptive Requirements for ENERGY STAR v3.0 false Slab Insulation Exemption: false Indoor airPlus Verification Checklist false EPA Field App ID REM/Rate-Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. Page 13 of 15 Building Summary Property Organization HERS ENERGY ERSRGY �/rt��/iii ��rrniii• Private Residence Energy Rating Service Inc Projected Rating 230 Linda Rd 631.383.4198 2017-07-03 Mattituck, NY 11952 Matt Wahl Rating No:MW00590 RaterID:2572845 Weather:Riverhead, NY Builder 2015 IECC, W/2016 NEW YORK Sligo Construction Corp SUPPLEMENT R590-1-230LINDA-MJW.btg DOE Zero Energji`Ready-Home Home Builder ID Number Mandatory Requirements Verified Fenestration false Verified Insulation false Verified Duct Location false Verified Appliance false Verified Lighting false Verified Fan Efficiency false Verified Water Efficiency false Verified EPA Indoor airPLUS false Verified Renewable Energy Ready Solar Electric false Optional Home Builder Commitments for Recognition Certified under the EPA WaterSense for New Homes Program No Certified under the IBHS fortified for Safer Living Program No Followed the DOE Zero Energy Ready Home Quality No Management Guidelines The buyer of this home signed a waiver giving DOE Zero Energy No Ready Home access to utility bill data for one year. System Type None Collector Loop Type None Collector Type None Collector Orientation None Area(sq ft) 0.0 Tilt(degrees) 0.0 Volume(cu ft/gal) 0.0 REM/Rate-Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. Page 14 of 15 Building Summary ENERGY Property Organization HERS Private Residence Energy Rating Service Inc Projected Rating 230 Linda Rd 631.383.4198 2017-07-03 Mattituck, NY 11952 Matt Wahl Rating No:MW00590 RaterID:2572845 Weather:Riverhead, NY Builder 2015 IECC, W/2016 NEW YORK Sligo Construction Corp SUPPLEMENT R590-1-230LINDA-MJW.blg " e w.v�uks,.4uwvr rkn"M`Ni '.wmwxnm nwdiY+'+,wwaimFx uu.�rrv"�' �"v+.eMwuww..+nei..lw'uw,awwmvu�iuvv4wbAr..vuilt"wr RYw'+�v.b�wl.,w.«w N.m• .K,wms»".Y.aaww.wiu.NamLm MJW07/03/2017 230 LINDA RD HOUSE DESCRIPTION -HERS RATING ONLY -NEW HOME -IECC 2015 ERI 54 -8/12 PITCH -3 BEDROOMS -2 STORY -FRONT FACES EAST -BASEMENT1 BOILER, HOT WATER STORAGE,1 HW COILS, 1 A/C COIL, 1 AIR HANDLER -INDOOR AIR QUALITY: ERV 120CFM REM/Rate-Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. Page 15 of 15 • • • • � ' COMMENTS WIN FOUNDATION(IST) �� , •_ISL -� I _/_ .�_ JOWN ' 1 raw, FOUNDATION (2ND) PROM, i[Ain m� • .UGH FRAMINGPLUMBING I ' w AA AA INSULATION PER N.Y. STATE ENERGY CODE IF VIM 50�2%1%271 � 1 ADDITIONAL LI ti , - / /.,. ,� � 1, '� •� ,ail !— l/ �' � �� ' / �� ! ' � ►��� ,• . a�, 'a 1._ r' � _I' � \ \ I .. i�� y_ CIA WOV"Id E�_� i , INIMI M11111 , . , IA - - lop LA�FEALM.I IE :" • t i ' 4 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST 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) 765-1892 Planning Board approval FAX: (631) 765-9502-_ Survey SoutholdTown.NorthFork.net PERMIT NO. �� �,p�' Check Septic Form N.Y.S.D.E.C. Trustees C.O.,Application Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form 2 Contact: Approved 20 ( Mail to: 4!� [3#y Ah`� L9Ak Disapproved a/c &G`��0I L Aj 1 1�-IS Phone: (o — y'1 a� )L�— Expiration 7 2 ,20 D V � Building Inspector V DD , `'-APPLICATION FOR BUILDING PERMIT JAN 1' 3 2017 Date 9 L , 20 INSTRUCTIONS BUILDING DEPT. TOW6FgoJST be completelylfilled 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. ti 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 commericed-Within 12 months after the date of issuance o" has not been completed within 18`moritlis from-such date. If no­zoning,ameiidments,dr other regulations affecting the property have`been,enacted in the interim;ihe,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 co ,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. ( nature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises t S I r As on the tax roll or latest deed) If applicant is a c r a to , ign re of duly authorized officer (Nam and t corporate officer) Builders License No. ,314 Plumbers License No. Electricians License No. lal Other Trade's License No. N 1. Location of land on which,propos, d work will be done: House Number Street Hamlet Ind �re County Tax Map No. 1000 Section v �+ 'r�4'$1'ock�"`"" `''�'°'' Lot ,,,,'r:tf 7l.r^,'.t"i•f rf1L.K,tei;ltt�i .r„•�. `e I d Subdivision j�.M �L" L f��Filed Map No. Lot 1 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 2 Q S • `-tel l�+V} 14(_,r,,/ 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work �1 (Description) 4. Estimated Costes p� �® to® CS Fee (To be paid on filing this a plication) 5. If dwelling, number of dwelling units Number of dwelling units on each floor 3t 14 If garage, number ofrcars i no-eV 6. ''If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7.- .Dimensions of_existin_g'structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories_-� ?•: i�b 8. Dimensions of entire new construction: Front Rear. '�4 �1)epth 5 Height _ Number of Stories -•+ ,,n.l w 9. Size of lot: Front Rear 9 J Depth I d 30 [L��_Name of Former Owner T lrfil t,4 I .s�'1ful-110. Date of Purchase ' ' 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO X11 excess fill be removed from premises? YES NO 14.Names of Owner of premises 6q,(+ 1 ( i�L c'Address (-✓t -r�7',/ Phone No. 631 f��') s JJ-f Name of Architect 'T'� Abe f It­� 6,-,- Address /`" Phone No 601 :1 - �31 Name of Contractor C1�\S 7--%/ Address It\4 �� Phone No. "L P 2o-Y' LAA\.k 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 MAYBE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMI-TS 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 V * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS. _ COUNTY OF ) Wt-A � � being duly sworn, deposes and says that(s)he is the applicant (Name of individual 'signing/�contract)above named, (S)He is the l W AJ (Contractor, (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. Sworn oefore me this day of ,�A y)'- ✓ 20 •e.s-- f'l 1 s' 7E e 1�anielle C Anderson Notary Public �.. Signature of Applicant i'NOTARY = Notary Public,State of New York �•� ,� No01AN6325159 PUBLIC/ Qualified in Suffolk County � `.► Y0010`'f Commission Expires 5/18/20, Scott A. Russell 5u � STO]E AWWA\TIE][, ~ I SUPERVISOR z M[A\WA\G 1EM[)ENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 ' O Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) JAN-1-7- Z.0)7 -- ---------- - --._]�®I�--'g'�7[fly'-�P)f�C97�1C�'—I1�T®� Y`'OIi��I ®�®�I�CB:—_._---_.---- --•---- --- Yes No (CHECK ALL THAT APPLY) . Clearing, grubbing, grading or stripping of land which affects more J f than 5,000 square feet of ground surface. ; B. Excavation or filling involving more than 200 cubic yards of material . within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance: Q Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. i ❑ Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse.. 1 F Installation of new or resurfaced impervious surfaces of 1,000 square . feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building DepartmenLwith-your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent.Contractor,Other) . S.C.T.M. #: 1000 Date: D�tnct + l NAME: w e Section Block Lot FOR BUILDING DEPARTMENT LS,'_: ONL s' Contact lnformatiom Cl x Reviewed By: r-.4Date- Property Address / Location of Construction Work: ,— — — — — — — — — — -- - — — — — — `� n n Approved for processing Building Permit. 6/ L t `) 1�' � Stormwater Management Control Plan Not Regwred. Stormwater Management Control Plaa fs Rcquirid (Forward to Engineering Department for Review) FORM SMCP- TOS MAY 2014 J\ IQA� Ot-ttA_,"? I APPLICANT i H,� (Properry,Owner,Design Professional,Agent,Contractor,Other) S.C,T.M.'�: 1000 � CHAPTER 236 Stormwater Management Control Plan CHECK LIST NA Y '✓ section Block Lot o z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Date: yyo * The applicant must provide a CompleteExplanation and/or Reason for not providing ,,s, T� �y } �'y� ltd all Information that has been Required by Ghe following Checklist! i I. A Site Plan drawn to scale Not Less that 60' to the inch MUST YES NO NA If You answered No or NA to any It 6m, Please Provide Justification Here! 51iow all of the following items; If you need additional room for expl'nations, Please Provide additional Paper, 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 §236-17(C)(2). Eni 1= d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. EROSION&SED IM NT cQ4;Rets e, Limits of Clearing & Area of Proposed Land Disturbance, Shalijinclude f, Existing & Proposed Contours of the Site (Minimum 2'intervals) A well mai ntained GeFj9fptjC g. Location of all existing & proposed structures, roads, Wire B ,driveways, sidewalks, drainage improvements & utilities, Si,Ading a ion & h. Spot Grades & Finish Floor Elevations for all existing& c the soils. proposed structures, I. Location of proposed Swimming Pool and discharge ring, j. Location of proposed Soil Stockpile Area(s). =F:7- k. Location of proposed Construction Entrance/Staging Area(s). DRAINAGE INSPECTIONS BE REQUIRED I. Location of proposed concrete washout area(s). Contact TOS Engineering nl. Location of all proposed erosion&sediment control measures. Pravioe , —f.—Stormwater Management Control Plan must include Calculations showing that the Wag-6 has d t- that the Stormwater improvements are sized to capture,store,and infiltratesen I on-site the run-off from all impervious surfaces generated by a two(21 inch 4� rainfall/storm event. 3. Details&Sectional Drawings foi Stormwater practices are required for approval Items requiring details shall include but not be limited to: I $ As a. Erosion & Sedirrienl Controls, TOWN Ujr i b. Construction Entrance & Site Access. c. Inlet Drainage Structures (e.g,catch basins,trench drains,etc.) d. Leaching Structures (e.g. infiltration basins,swales,etc.) 1 ()li l.NGlN1':h: N I.ISC ONLY Additional Information is Required. tReviewed & I Stormwater Manageme t Control Plan is Not Complete. .Approved By: — — - - - — — — — — — — - — — — Stormwater Manageme t Control Plan is Complete, "Date - I S 1 I SMCP has been approvTd by the Engineering Department. I FORM * SWCP Check List -TOS MAY 2014 Town Hall Annex ® P ne(631)765-1802 D 54375 Main Road q P.O.Box 1179 Q r0 er.dchert n S 7&t Of Southold,NY 11971-0959 °�® �® 17 BUffiIDNG DEPT. BUILDING DEPARTMENT TOWN OF SOUTHOLD TOWN OF SOUTHOLD � APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: n'12�►'!� ,ril�,e/ Date: )? 1 Company Name: .11ec,771 Name: , ��j,�,Q� License No.: Address: Phone No.: . 31 bb q 3.6 d 3 39-) v 8" JOSSITE INFORMATION: (*Indicates required information) *Name: Pawl Oa Vull Address: 3 o fna /' c 9� Cross Street: V1 *Phone No.: Permit No.: Tax-Map District: 1000 Section: Ub Block: Lot: Ts *BRIEF DESCRIPTION OF WORK(Please Print Clearly) `rel Cbuny At t fVt f QPIease Circle All That Apply) *Is job ready for inspection: 0 YES! NO Rough In Final * o,you need a Temp Certif tate: ES NO PW Tamp Tamp Information (If needed) � *Service Size: 1 Ahase' 3Phase 100 150 5P 300 350 . 400 Other ew Servi Re-connect underground umber ofme Change of Service erhea Additional information: PA E WITFI APPLICATION 82-Request for Inspection Form O � 5� T Glc Town Hall Annex �'� Telephone(631-1802 54375 Main Road Fax(631) 734-9502 P_ O Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: yu (" C" 4064 44 Location of Property: 3 CS L lr� 2✓ -:(Z LA& lr !�AJ Please take n Lice that the (check applicable line): LNewresidential structure Addition to existing residential s(ructure x Rehabilitation to an existing residential structure : - ': to be constructed or.performed at the subject prgperty re€erQnce above will rlttiize (check applicable line): Truss type construction (TT) VI/ Pre-engineered wood construction.(PW) Timber construction (TC} in the followin location(s)(check applicable line): V Floor framing, indudijig girders and beams (F) -.-Roof framing (R) -Floor a d roof framing (FR) Signature: Name (person submitting this form): ✓� `/° L° 9 Capacity(check applicable li Owner . Owner representative TrussResRegtS.ctocx Eecti•re 111f2015 , 6`t DIAMETER -- --- - — -- - --- -- - - - - - -------- - ------- REFLECTIVE-RED ROMAN ALPHANUMERIC- -PANTONE- — - — — -- ------ - -— - -------DIESiGFIh TIOi< OF CONSTRUCTION - (PMS) 9187 TYPE BASED,014 SECTION 602 OF THE BUILDING CODE OF INEw - YORK STATE Z« MIN- REFLECTIVE WHITE a 1 f2" STROKE ----- .. •-- .._ �ri�Stt�Ni�'�fC3N�P'Q�i'-SC'Rt�L'1`tf-[tl�t •_ .- -----_:__:..___.�--------- - - -- ---- CONtPONENTS THAT ARE`OF . TRUSS COPISTRUC—ION "F- FLOOR FRAMING,IRCLUDiNG — -- G(RDERStA�t3 "R" ROOF FRAMING "FR" FLOOR AND ROOF I RAikd( r TRUSS IDB\glR , M0N SIGN LL1AN M 19 I CC #?Af l- 54 � 140rMSME s acvls(c(t� EMPLE TRUSS IDEMF GOMON SIGN DATE OM&2005 NEW YORK STATE DEARMEN T OF STATE z;. DIVISION OF CODE ENFORCEMENT - r AND ADMINISTRATION- '� �' �- .�f� d �-'�a : . ,� � .- A •..,., 4 :3= _ ,.. r- � � � <-,�;�,' :4' . A� t. _ '�'1 t t �` �, e �_ _�i 7 i �,__ � Q. i !� I �. . ., . � �- ,,: , ,. a _ , f�• _�';'`1"'rtss� ,/ �;,�! � .�/ � f �� /,:; %��/i'� �: :�i-� , , �,- . di � ,� � .�'��' -� � � ,:�:j.,,� : �.:�� t �` ti �` 1 i y .. �� �' � � N Fy 44yyd1 1 1 3 } .I . .�i _ v v s -- I f .a NR PAW WWA h P 4117lp�G75 F-l�lYpga76 " � Insulation Certificate _ aw�l►r��nYcr 4rw M.a►r.an1 Y wavers r�F•wa.w q. + k joft per..*—wW d.W. jw-itliy�1 1[{ PRO �n..nrw—T— _ even a {1 � �nwawwwr � am.o..ra ie.waaa ri'wFraww"-^---'� '� - rr.aar.aaa..A e►r . WDaYw�.t]a tar w...lWalaY uat uw..wr...wauta �: ..ww+tf 1 Li BUILDING DEFT. TOWN OF SOUTHOLD ]DIFF9, � DD Af P T)?rt. +F TO M1.CLID TOWN Gtr f• r D Powi Ago r 4 1 t A 1 16i 3 IWO! _ � M 4P 3 w 1 Irl TOWN OF SO a .47 " t s t R 'x R •� tf I �� _0 go . I • I d 4 C' f �'} ol "+e _ r { I 4 f 1 f V 31 ' K i it gear s lotw " dII • �, JO s IIS r Ito We ewo -do s M ,�, � a • + +.w 'Mas ' �(�'. � � Y • n Vol ' all C4 !1 1 �l r • �► tin ..fie •M'f � •'� * � t*' � 10 49# a•w , At, T• , • 5 r A ik w ♦� arAir ' rte i t t t 090 4.4 Ali jr t i I � •P1 J F-,Y T • MY i • d a _ �' _ .. �:�ri •. �' -. l Jarski. John From: Paul Davey <sligo87@gmail.com> Sent: Monday,June 05, 2017 10:35 AM To: Jarski,John D Subject: 230 Linda Road Mattituck Permit#41305 DD JUN - 5 2017 jus It sent photos of 2#5 rebars in footings at: BU1`"0 1,ING B ETIT• 230 Linda Road TOW*i T O SOUTH'OLD Mattituck NY 11952 Building Permit#41305 We have scheduled inspections for snap ties off on 6/09 and damp proofing on Tuesday 6/13.I will provide photos of rebar in foundation this week when we pour. Have a good day Thank you, Paul Davey Sligo Construction Corp. www.sligoconstruction.com Cell 516-204-2222 Suffolk 631-765-5555 Nassau 516-826-9806 1 Jarski, John From: Paul Davey <sligo87@gmail.com> Sent: Monday,June 12, 2017 5:11 PM To: Jarski,John Subject: Damp proof inspection 230 Linda rd mattituck John I'm just checking to see if you inspected permit#41305 fir damp proofing and if we're good? I dropped foundation location survey off last week Have a good night Paul 516-204-2222 Thank you, Paul Davey Sligo Construction Corp. www.sligoconstruction.com Cell 516-204-2222 Suffolk 631-765-5555 Nassau 516-826-9806 1 Jarski, John From: Paul Davey <sligo87@gmail.com> Sent: Tuesday, October 24, 2017 5:19 PM To: Jarski,John Subject: Fwd: 245 Clearview Ave, 230 Linda La_Energy Rating Building Summary Attachments: 245 Clearview Ave_07182017.pdf, 245 Clearview Ave_ Energy Rating Building Summary.pdf, Energy Features Insulation.pdf, 230 Linda Rd_07182017.pdf, 230 Linda Rd_Energy Rating Building Summary.pdf, Energy Features Insulation.pdf John, This is the Energy rating work for the house we are currently building at 230 Linda Road Mattituck Building Permit#41305 and also for 245 Clearview ave Southold Building permit#41623 which we will be starting shortly(both the exact same house) It's my first time with this -please let me know if you need hard copies printed out and we will deliver them to you Thank you, Paul Davey Sligo Construction Corp. www.sli goconstruction.coin Cell 516-204-2222 Suffolk 631-765-5555 Nassau 516-826-9806 ---------- Forwarded message---------- From: Matt Wahl<energyratingserviceyahoo.com> Date: Fri, Jul 21, 2017 at 8:07 AM Subject: 245 Clearview Ave, 230 Linda La_Energy Rating Building Summary To: Paul Davey<sligo87ngmail.com> Matt Wahl Energy Rating Service,Inc 631 3834198 foamlongisland com 1 TRIBOROUGH LAND SERVICES 1121 OLD WALT WHITMAN ROAD, Suite 200, MELVILLE, NY 11747•Phone No.631-385-8844-Fax No.631-385-8298 Monday,December 05,2016 Page 1 of 1 LANCE LONGO, ESQ. 43 SCHNEIDER LANE HAUPPAUGE, NY 11788 Account Number: 36 (631) 342-9664 Fax No. (631)297-8466 Search Number: 16-SSTL2307S Order Details: Ordered: 11/22/2016 Customer Reference: Premises: 230 Linda Road,Mattituck,NY 11952 (Suffolk County) Date Description of charges Amount Sales Tax* Payments Amount due 12/5/2016 SINGLE AND SEPARATE $850.00 $0.00 $0.00 $850.00 * Sales Tax not applied Charges: $850.00 Please make checks payable to: Sales Tax: $0.00 TRIBOROUGH LAND SERVICES Payments: - $0.00 1121 OLD WALT WHITMAN ROAD,Suite 200 MTotal Due: $850.00 ELVILLE, NY 11747 - l eas—e—return— —this— —portionw— —ith yo—ur r—pay— —ment— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Pl ' Name: LANCE LONGO, ESQ. Invoice Amount: $850.00 Amount Enclosed: $ [ ] Please apply payment towards Search Number 16-SSTL2307S. [ ] Please apply payment towards balance under Account Number 36. Terms:All charges due within 30 days upon receipt without penalty. Please make checks payable to TRIBOROUGH LAND SERVICES d TITLE NO: F16-7404- 103354-SUFF District: 1000 Section: 106.00 B1ock:01.00 Lot: 015.000 Town of Southold,New York Gentlemen: FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC hereby certifies to the TOWN OF SOUTHOLD that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk and/or Suffolk County Registrar disclose no other further conveyance of any of the foregoing lots other than as set forth. FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC certifies that the above-captioned property has been in single and separate ownership by Jane M.Shalkey and Judith M.Graham,as tenants in common and his/her predecessors in title since prior to 4/1/1957 except as follows: (see attached chains of title). No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty-Five Thousand Dollars($25,000.00)and no policy of title insurance can be issued based upon the information contained in the Certificate. Dated: December 1, 2016 FIDELITY NATIO ITLE INSURANCE SERVICES, LLC JEAN D Sworn to before me this I'day of December, 2016 J-1aw// I wzze Notary Public $ MORA J.G®LESM Notsay Pubk 901 2 7 SuW.k aunty,Now York Ia 1w 1m:Aug.20,20 1 TITLE NO. F16-7404-103354-SUFF STATE OF NEW YORK) ss: COUNTY OF SUFFOLK) JEAN DUVA,being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: SCTM: 1000-106.00-01.00-015.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 4/1/1957. SUBJECT PREMISES: 1000-106-00-01.00-015.000 Marion H. Smith Liber 2689 cp 38 TO Dated: 01/10/1947 Dawn Estates Inc. Rec'd: 03/27/1947 (Premises and more) Dawn Estates Inc. Liber 5135 cp 424 TO Dated: 02/26/1962 John McAvey and Josephine McAvey,his wife Rec'd: 03/08/1962 No proof of death of John McAvey in Suffolk County Surrogates Court Josephine R. McAvey died in Nassau County Surrogates Number 317220 FIDELITY NATIONAL TI SURANCE SERVICES, LLC JEAkVUV Sworn to before me this 1St day of December, 2016 Notary Public SMORAJ.GOLE V Try Prbft.#301GG503=7 2 SWA minty,Nov York ern n :Aug.2.0.20 John J. McAvey, as executor of the Liber 12127 cp 734 Estate of Josephine R.McAvey Dated: 05/31/2001 pursuant to letters testamentary Rec'd: 07/05/2001 issued by the Surrogates Court, Nassau County on 02/15/2001 under Index No. 317220. TO Jane M. Shalkey and Judith M. Graham, As tenants in common and not as joint tenants LAST DEED OF RECORD PREMISES NORTH: 1000-106.00-01.00-016.000 Marion H. Smith Liber 2689 cp 38 TO Dated: 01/10/1947 Dawn Estates Inc. Rec'd: 03/27/1947 (Premises and more) Dawn Estates Inc. Liber 6936 cp 265 TO Dated: 04/27/1971 Steve Tsontos and Rec'd: 05/26/1971 Emmanuel Tsontos, (Premises and more) As tenants in common Steve Tsontos and Liber 7063 cp 273 Emanuel Tsontos Dated: 12/06/1971 TO Rec'd: 12/08/1971 Steve Tsontos Steve Tsontos Liber 7921 cp 256 TO Dated: 08/06/1975 M.S.T Construction Corp. Rec'd: 10/06/1975 FIDELITY NATION ITLE INSURANCE SERVICES, LLC 1 JE:!D Sworn to before me this 1St day of December, 2016 Notary Public SANDRA J.GOLES10 3 6 ®U"Public.NO IGOW.12467 Sulk Cour+ty,ktaw yof� CmmlWan Expkw.Aug.29,20 M.S.T Construction Corp. Liber 8055 cp 396 TO Dated: 06/08/1976 Adelphi Land Corp. Rec'd: 06/23/1976 Adelphi Land Corp. Liber 8083 cp 593 TO Dated: 08/03/1976 George Koutsouras and Rec'd: 08/09/1976 Voula Koutsouras LAST DEED OF RECORD PREMISES EAST: LINDA ROAD PREMISES SOUTH: 1000-106.00-01.00-014.00 Marion H. Smith Liber 2689 cp 38 TO Dated: 01/10/1947 Dawn Estates Inc. Rec'd: 03/27/1947 (Premises and more) Dawn Estates Inc. Liber 6936 cp 265 TO Dated: 04/27/1971 Steve Tsontos and Rec'd: 05/26/1971 Emmanuel Tsontos, (Premises and more) As tenants in common Steve Tsontos and Liber 7676 cp 09 Emmanuel Tsontos Dated: 07/09/1974 TO Rec'd: 07/16/1974 M.S.T Construction Corp. FIDELITY NATION TLE INSURANCE SERVICES, LLC JEAN D A Sworn to before me this 1 st day of December,2016 Notary Public SANDRAJ.GOLFS C9 Newry PUM, mey uffdk Co *t eNeww Y Commute t Explfw.Aug.29e 20 4 M.S.T Construction Corp. Liber 7685 cp 33 TO Dated:07/26/1974 James S. York and Rec'd:07/30/1974 Christine A. York,his wife James S. York and Christine A. York, his wife Liber 9425 cp 541 TO Dated: 09/09/1983 Andreas Lios and Rec'd: 09/15/1983 Kalliope Lios,his wife LAST DEED OF RECORD PREMISES WEST: 1000-106.00-01.00-023.001 United States Trust Company of New York, Liber 4104 cp 371 Gilbert Darlington also known as Gilbert S. B. Dated: 03/25/1956 Darlington, as Trustee of the trust for the Rec'd: 04/27/1956 benefit of Kate Brampton Darlington under (Premises and more) The Last Will and Testament of Ella L.B. Darlington, deceased; Gilbert Darlington, individually, also known as Gilbert S.B. Darlington,Eleanor Darlington Fisher, Guaranty Trust Company of New York, Peter Darlington, Henry Darlington,Jr., as Executors of the Last Will and Testament of Henry Darlington, deceased, also known as Henry V.B. Darlington and Dorothy S.S. Darlington,widow of Henry Darlington TO Otis G. Pike, Richard F. Maran and Edgar C. Schenck No proof of death Edgar Schenck in Suffolk County Surrogates Court FIDELITY NATIO N� -E INSURANCE SERVICES,LLC EAN OUYW Sworn to before me this 1 sc day of December,2016 Notary Public SAS DRAJ.GOLESEI i PUbHC'M1G 6 Suffdk CCU*Now Yo* � Q" 5 CsmmWon IEWrea:Aug.29.20 Otis G. Pike,Richard F. Maran Liber 5158 cp 456 And Betty L. Schenck Dated: 04/26/1962 TO Rec'd: 04/30/1962 Barrie Vreeland and Frank Wills (Premises and more) Barrie Vreerland and Frank Wills Liber 6643 cp 501 TO Dated: 10/18/1969 Frank Wills Rec'd: 10/21/1969 Frank Wills died 08/14/2012 (2012-4105)Letter Testamentary issued 01/31/2013 Jeanne Merkel,as Executrix under the Last Liber 12816 cp 999 Will and Testament of Frank Wills,who died Dated: 04/30/2015 a resident of Suffolk County on 08/14/2012 Rec'd: 05/14/2015 Surrogate's File#2012-4105 TO Victor Lung Hou and Jennifer Lambert Leuba a married couple LAST DEED OF RECORD FIDELITY NATION TLE INSURANCE SERVICES,LLC D Sworn to before me this 1'day of December, 2016 Notary Public BMDPAJ.GMSM j4�S Nk ON*.P� v 8T 6 DRAINAGE INSPECTIONS ARE REQUIRED S.C.T.M. NO. DISTRICT: 1000 SECTION: 106 BLOCK: 1 LOTS): 15ELEV. 54.9 Contact TOS Engineering at 765-1560 before #PRE-16-2035 g• of DR BROWN 1 0' Backfill,OR�}Pgr�ovide Engineer's s Certifica#ior� LOAM CENTRAL LV�,ge has been installed to Code. SM LOW�D 7, BROWN — ISC LAYEY SANC 3.0' DWELLINGS CONCRETE WASH OUT AREA o LOT, 120 W/PUBLIC WATER IN BED OF PROPOSED DRIVEWAY, Uj SP 150 DRY WELL CN iV z I EL -67.0 N77026'00"E 120.00' EL 64.1 8'DIAx7'ELP61 4 C4 > ALE EL;57.0 BROWN C; a MSA1 D .. I SILT FENCE o i ac PROPOSED LIMIT EL(60.0) --- 1 t i GRAVEL OF DISTURBANCE f �' ��� t=J Lai NO WATER 0 55.5 ;,:1;;29:5::. I r w ocr. 25, 2016 Z K H W :'G RAGE; Y .w K. WOYC UK LS _ - O moi: 4 4 F••: ',.,-','.'.PROPOSED¢ .'.25 S. 0 •RIV' � O I OSED D EWAY',�• �'•,.. I 3 F �;.;, o (60. ,1.5: �j Z U PROPOSED SOIL ''" `' ,'' ', w DWELLINGS J J STOCK PILE AREA ` Q! W/PUBLIC WATER CoPROPOSED P WATER 3. 0 OSED R IN E L w E 0 3 - _.,_, _„_„ „_, _„_,._. _.._..J 0 0_ I I 3 i 'N.': L-------- -- ^ - PROPOSED;' p # M� � I -LOT 121 co;::;'r:'::1 STY FRM.'''i:.;?;;i:s / t = w DWELLING„,:;:;;: ;> , z PROPOSED i Z I ;:1,545 S.F. ;:;::;� 5”: 10'MIN STAGING AREA m ¢ S.T. AND CONSTRUCTI N 0 2 I ( ):'•;...,... ,., I �� ENTRANCE Z= ?:�►? 3-4 BEDROOM ~ w SANITARY SYST M 2 i EL 54.6 O 1 N Z r� 1,000 GAL TAN I ¢^ 8'DIAz12'OEEP P00 I' O Z O ' I 35 0 O I i 1 d' DRY WELL EL(61.0) LIT U.P. 8'DIAx4'DEEP '29 5�' EL(60.0) 00 z o I CAPTAIN KIDD :::.:::.':::.:::::,::, U. EXISTING -0I GARDEN EL 54.9 WV DR. EL 64.1 EL 61.5 1.7' _ EL 57.1 tw:v: S77026'00”W 120.00' r' �PH,LT1 DRIVEWAY''' LOT 122 DWELLINGS DI X51.7 W/PUBLIC WATER 50' MIN. 150' 1 p DWELLINGS BUT u I I N I 1 p� W/PUBLIC WATER SEDIMENT ON SITE 150' HAY BAIL AND/OR Q, SILT FENCING DRAINAGE CALCULA 10 CclVatI®n dtl �ec Uj - --d'Or Sad/ � ��Cytdlrn �'@� A DWELLING FOOTPRINT-1,800 SO.FT. f 11 J �Aij ) 1,800 x 0x 4'x29P D < 299cf 8 IRO 13Y ,,Il r,y *Ste 3 Q T ny t1y (2) 8'DIA x 4' DEEP DRYWELLx338c PROVIDED .y H�r h ���� J � p B) DRIVEWAY-600 SOFT. fZ �� O �G �. N 500 x 0.166x 99.6c1 G (1) 8'DW x 3' DEEP DRYWELLx 126cf PROVIDED O ' o CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED SUFFOLK COUNTY DEAARTMSNT OF HEAL CCS 3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. PERMIT Fort APPROVAL OF CONSTRUCTION FOR lA FILL TO 18" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. IidGLC �.A��,T YES1DEDiCG ONLY EROSION&SEDIMENT CONTROLS Shall include but not be limited to: JAN C 6 TYPICAL D PRECAYWELLST CROSS SECTION - A Well maintained Construction Entrance DATE' _.—� REV. NO. (GONG. PRECAST COMPONENTS) Wire Backed Silt Fencing,stabilization &t a•SAO TOR YDY-,aVM NA"C A6 PROVL"�1 FOR nwnc seem Seedingof exposed and/or inactive sous, BEDROOMS l APPAMD WLET APE GTT TR.YE ARO APPROVED PPL YM.4'OVl COVER TO GRADE TO E%PAI RwCS I- ARCHED 1/ayi• Yw.�•Dw FOR NIMI(I UNI PRGY[D to Vit' - DATE Of'r I'�� r L erxcN c__cr?Y+V 0 0 GEOTEYT"PABRC APPROVAL OF STORMWATER MANAGEMENT SUPPORT UU CONTROL PLAN -T n Code r gRE REVISED 11-2 -16 SW000UPP OR YE?AL TLDM owcrm Date: `�' I EIEH AYH Approved IY{�w.•. BACXLa"11 i1LH TREYGY z U .�w•us•wrrei. EXSTING GROM NO C FORMING LOT FR N YARD: 35' MIN 3' MIN. E3' RE YARD: 35' MIN COLLAR -IDEARI�:--1�-Miffs OTAL BACK FILL MATERIAL TO BETHE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL CLEAN SAND AND GRAVEL r wfnww LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM 07HERS. AREA: 10,800.00 sq.ft. Or 0.25 Acres ELEVATION DATUM- -----------______________ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY/S A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY• GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY /S PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUffURES RECORD IECORDED�IARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOT 121 ='-1-i CERTIFIED TO: SLIGO CONSTRUCTION; MAP OF: CAPTAIN KIDD ESTATES 00 FILED: JAN. 19, ' 1949 NO.16 2-:j SITUATED AT: MATTITUCK -4;— TOWN ;—TOWN OF: SOUTHOLD ; KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK ' 1 _Professional Land Surveying and_ Design P.O. Box 153 Aquebogue, New York 11931 PHONE (631)298-1588 FAX (631) 298-1388 FILE # 16- 172 SCALE: 1 "=20' 'DATE: 25 25, 2016 ��..,,.... N.Yl"-- N0. 050882 maintaining the records of Robert J. Hennessy Heth N. Moychuk A S.C.T•M. NO. DISTRICT: 1000 SECTION: 106 BLOCK: I LOT(S): 15 ELM 54.9 OL DR BROWN 1.0' #PRE-16-2035 LOAM — CENTRAL DRIVE SM ��D 1.7' BROWN — SC LAYEY SANC 3.0' DWELLINGS CONCRETE WASH OUT AREA O LOT 120 W/PUBLIC WATER IN BED OF PROPOSED DRIVEWAY. tri SP ~ I 150 DRY WELL N z EL 67.0 N77026'00"E 120.00' EL 64.1 8 °�i7 ELP61 .4 w WPALF > EL!57.0 BROWN MEDIUM SILT FENCE O '-�` C Li I Q SAND o GRAVEL PROPOSED LIMIT d: EL(60.0) ��_______; _ 0 I NO WATER OF DISTURBANCE t _—_ —_—_ t _—_ __— o I — 17' EL(61.0) ^ �" Iii O 55.5' OCT. 25. 2016 W I`• GARAGE' n 'I` w _Z aj K. WOYCHUK LS S.F. �' PROPOSED DRIVEWAY 5' K �I 3 I ' GF(60.5): wi ' DWELLINGS 1. Z V PROPOSED SOIL ;,.,.,: ',lvs_ .� •�s: F ¢� J J STOCK PILE AREA ���'� � �'�• "• 1 3 W/PUBLIC WATER W m I ;.. PROPOSED WATER ----••- - -- - - - - I 3 I ;,. ,: ::.r .i.,' 'N.• L------;------- �'`•''•`PROPOSED :,•: �1 LOT 121 �:, , 1 STY FRM. , ,,, — -- ¢ >- DWELLING PROPOSED I �Q y1 545 S.F., .';:;1 5�. 10'MIN Z STAGING AREA I �� Z X AND CONSTRUCTI N o _ FFL(62.5); S T' �, ENTRANCE Z 2 ' �'? 3-4 BEDROOM 2 W I rn i EL 54.6 O .. N 1SAoNo10T GALS A Z M :D ¢.. 8'DIAx 12'OEEP POO r 35.0' cc ' tf' DRY WELL EL(61.0) w O U.P. co 8'DIAx4'DEEP EL(60.0) p --- �► W O .. 29.5,,„ v I S, __ i CAPTAIN KIDD •�-I �P i O F EXISTING I ~ GARDEN �� cn n EL 54.9 W.V. DR. EL 64.1 EL 61.5 EL 57.1 1'7� _ •• W.V.- - - - - - - - - S77"26'00"j'V 120.00' pSPH L? DRIVEWAY LOT 122 DWELLINGS ' DI 51.7 W/PUBLIC WATER A 0 DWELLINGS so' MIN. 150' 0 BUT SUFFICIENTK + a W/PUBLIC WATER SEDIMENT ON SITE 150' HAY BAIL AND/OR /SILT FENCING DRAINAGE CALCULA IOt vaffo � ip������a _ Q q� 'n A) DWELLING FOOTPRINT=1,800 SOFT. —� For ®�e51 � �, Required �i Z 1,800 x 0.16'DEE 80 < 299cf REO IRO y e ® *S-tem Q y Any , � (2) 8'DIA x 4' DEEP ORYWELL=338c PROVIDED �1 ��� � p� 3 Q — B) DRNEWAY=600 SO.F7. �9 U� 0 0 O 500 x 0.166m 99.6cf /Q�A, /\'�4� N (1) 8'DIA x 3' DEEP DRYWELL= 126cf PROVIDED 0CES p' CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED SUFFOLK C®9JNTY ®tni��.fZ�@AEP11i OF HEA w 3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. PERMIT FOR APPROVAL OF COTISTRUCTION FOR A FILL TO 18" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. SINGL1: F0,1 1-y RESIDENCE ONLY TYPICAL DRYINELL CROSS SECTION JAN 0 6 2017 A &- (CONC. PRECAST COMPONENTS) DATE ®- °' REF° NO' -- 6'SLAB TOR YON-TRUM BEA"a APPROVED B'SLAB FOR TRAFFIC WRING W.AYY Om APPROVED INLET PIPE CAST IRON FRAYE AND APPROUEO OURET WE BEDROOMS MIN.4'DLA LwER TO GRADE To fs Y� � FOR MAXI LUlr1 F PUcHEG I/ayr• ATCWO,HVL' LA ❑ SHEN SI EXPIRES Ttii�ra YEARS FROM DA`i° ©F At'�'R011 ED 0GEoTExRE FABRIC REVISED 11-28-16 suPPORr POSTS11000 OR YETAL ROB ONECIIONDWAVATED AM MOILIEO TRENCYZONED R-40 EKISM GROUND NON CONFORMING LOT FRONT YARD: 35' MIN _ _ REAR YARD: 35' MIN SIDE YARD: 10'MIN, 25' TOTAL BE .• THE WA7ER SUPPLY, WELLS, DRYWELLS AND CESSPOOL L LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA: 10,800.00 sq.ft. or 0.25 Acres ELEVATION DATUM: ------------------------- 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 SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDSFe d1-7J�IR£EORD£�ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOT 121 � CERTIFIED TO: SLIGO CONSTRUCTION; MAP OF: CAPTAIN KIDD ESTATESrR FILED: JAN. 19, 1949 NO.16IX , ,� SITUATED AT: MATTITUCK I"e? —� TOWN OF: SOUTHOLD '�' �� z�c„ �� �;..� KENNETH 1Nf WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 PHONE (831)298-1588 FAX (631) 298-1588 FILE # 16-172 SCALE: 1 "=20' DATE: QCw 2J, 2016 N.YS, LISC. NO. 050882 maintaining the records of Robert J. Hennessy k Kenneth M. Woychuk I S.C.T.M. NO. DISTRICT: 1000 SECTION: 106 BLOCK: I LOT(S): 15 ELEV. 54.9 #PRE-16-2035 OL DR BROWN 1 p• LOAM CENTRAL DRIVE SM o,�SAND 1.7' BROWN ISC LAYEY SAN 3.0' DWELLINGS CONCRETE WASH OUT AREA O LOT 120 W/PUBLIC WATER IN BED OF PROPOSED DRIVEWAY. 1.6SP 150 DRY WELL N EL 67.0 N77026'00"E 120.00' EL 64.1 8'DIAx7'ELP11.3 61.4 CAD W ! PALE �P a EL!57.0 BROWN MEDIUM SAND SILT FENCE o �� O 0 PROPOSED LIMIT ___1 1 ! GRAVEL I C —OF DISTURBANCE t EL(61.0) EL(60.0) %'�_—_ _—_�.� =_ _— w i O NO WATER • — 17' Of o ' 55.5 29.5' :I' Zi OCT. 2s, 20,6 w C '�; `~ .'`,. '...:: ,';>?..:,:;','�, w Z>' K. WOYCHUK LS O I N ` `PRO�QSED�DRIVEWAY,:' w K u I PROPOSED SOIL J J W/ai PUBLLIC WATER I STOCK PILE AREA ' "'; �; w m PROPOSED WATER LINE _ _ 150' � I o ^ o FOUNDATION N L"—'—" _—"--- ! M� LOT 121 LOCATION i w Q 06-08-17 z PROPOSED I \Q K, I TF=64.8 1.5 10'MIN STAGING AREA j H z Q S T AND CONSTRUCTI N 1�1 p = I ENTRANCE Z 2 M 3-4 BEDROOM ! g 1=w I o) SANITARY S M 2 j EL 54.6 o z N 1,010 GAL raN p<� 8'DIAx12'DEEP POO I' ! O I Z O3 0' cfl '• w i !h DRY WELL EL(61.0) � w O U.P. co 8'DIAx4'DEEP 29.5' EL(60.0) 4 O s, - ,, ______-____ �, W c CAPTAIN KIDD .moi lr\ i o E EXISTING ~ i I GARDEN ,� �_cn CA EL 54.9 W.V. DR. EL 64.1 EL 61.5 EL 57.1 1'7 S77026'00'-W 120.00 r ASPH LT,DRNEwPY`'', I LOT 122 DWELLINGS �, '<. I DI 51.7 W/PUBLIC WATER i _:'..�;•:.: 50' MIN. 150' DWELLINGS BUT SUFFICIENT TO KEEP + I W/PUBLIC WATER SEDIMENT ON SITE 150' .- HAY SBFENCING:,-'SILT FENC A z DRAINAGE CALCULATIONS: w r A) DWELLING FOOTPRINT=1,800 SQ.Fr. 1,800 x 0.166=298.80 < 299cf REQUIRED - Q 8'DIA x 4' DEEP DRYWELL=338cf PROVIDED o Q B) DRIVEWAY=600 SQ.Fr. b 500 x 0.166= 99.6cf �' N (1) B'DIA x 3' DEEP DRYWELL= 126cf PROVIDED LL0 Ld 0 CONSTRUCTION ENTRANCE — FOUNDATION OF COMPACTED w :3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. FILL TO 18" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. ` D JUN - 9 2017 TYPICAL DRYWELL CROSS SECTION (CONC. PRECAST COMPONENTS) L-J3 S'Sue FOR NON-TRAFFIC eEARwD BUMDWG DEPT. SLAD FOR 7RAFFlD eFAraNc HEAVY DUTY T® 6'11'OF SOUTgIOLD APPROVED DBET PME CAST IRON FRAME AND APPROVED GUREr PIPE MIN.,•Da. owER ro GRADE TD EMX M RINGS PrrDHEn,ia yT. m Tia yT, ® 0 0❑❑ SCREEN SECTION p p p GEOTEXDLE FABRIC p FOUNDATION LOC. 06-08-17 SUPPORT POSTS REVISED 11-28-16 FLOW DIRECTION W000 OR METAL EXCAVATED AND BACKFILLED TRENCH ZONED R— EXISTING GROUND NON CONFORMING LOT FRONT YARD: 35' MIN 5 - REAR YARD: 35' MIN 3CAR' I�N. 8' SIDE YARD: 10'MIN, 25' TOTAL BACK Fl MATERIAL TO GRAVEL BE CLEAN SAND AND GRAV + THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL a•NrN<Klw LOCA77ONS SHOWN ARE FROM RELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS AREA: 10,800.00 sq.ft. Or 0.25 Acres ELEVA77ON DATUM: UNAUTHORIZED AL 7ERA 77ON OR ADD177ON TO 7HIS SURVEY IS A VIOLA 77ON OF SECT70N 7209 OF THE NEW YORK STATE EDUCA 77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TV77ON LISTED HEREON, AND TO 7HE ASSIGNEES OF 7HE LENDING INS77TU77ON, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES TO THE STRUC7URES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 7HE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOT 121 CERTIFIED TO: SLIGO CONSTRUCTION; MAP OF: CAPTAIN KIDD ESTATES FLED: JAN. 19, 1949 NO.1672 SITUATED AT: MATTITUCK TOWN OF. SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Bos 153 Aquebogue, New York 11931 „ PHONE (631)298-1588 FAX (631) 298-1588 FILE # 16-172 SCALE: 1 =2O DATE: OCT 25, 2016 N.YS. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk S.C.T.M. N0. DISTRICT. 1000 SECTION: 106 BLOCK: 1 LOT(S): 15 #R 10-16-2035 aU3 �P y ,� Wit• N Ay nnC== co y f: U �+ 1, LU << 1 • nnn w 1 �, U N CENTRAL DRIVE I o LOT 120 Cn DRY WELL N lV z EL 67.0 N77026'00"E 120.00' EL 64.1 8'DIAx7' ELP61.4 to > EL 57.0 O a i A o o i Y EL O 63.5 7'.--------�\ � _ CD. i EL 63 w� .. i 0 55.5 Ld O GARAGE:.,". ::N ASPHALT DRIVEWAY w zI O WOOD "'.GF 63.8:...',: . .1.5' wi Z STOOP ai J 3.1'x8.2' w 3, wm F o _.. `ti _ WATER LINE .._ M _.._.._.._. _.._..i J r , : o: 1 STY FRM.:.' `�' z 40' i LOT 121 N:•'. A �o... DWELLING'.. '.• Q 54 i �,.,¢� •'. '•.FFL �'.•.•'�.�. i S{T, i oma= i z °' 33' r i EL 54.6 O VL60.0 7 a w 35.0 d+ DRY WELL EL 61.0 : :'•': O U.P. co 8'DIAx4'DEEP 29.5':: SANITARY SYS EM1,00o GAL TANK O i CAPTAIN KIDD - - - — --- - - -- I - I 8'DIAx12'DEEP POOL W.V. -DR. EL 64.1 EL 61.5 EL 57.1 W.V. S77026'00"W 120.00' LOT 122 ASPHAL DRIVEWAY I 0 A DI 51.7 Q!' d' A z 1_� - a SUFFCLK C(>u d TY G-EPA i IME`'T OF I+EALTI4 StaFtV9CES APPROVAL 0='CONSTR=70 kAlORKS FOR .. A viiVla?I_FAM!LY RESIDENCE Date DEC 4-4 ZOIT H.S. Ray. No. A 1,0 —/ 0 Q w.'1�1{, +:1einn !1.'a Pan•t IJ w,Vn tai%a:i^`!lcl��,'(13:a:C3;i'a::'iCl 9b,�v,'-i i.,., '�{,{.;,sa i,•it t:.••.l...rel(a�Z 7VC U♦•V inure we�: ;v-c:;%4 i4� :{;u;��I ..�7 ,iii. <•rn:;lEf�;r,.c+ ic:;arrlfouridto ZONED R-40 NON CONFORMING LOT C1¢a;Ce V%S p_3!C,<d`ef`'R`'=na@,:3me €$ FRONT YARD: 35' MIN REAR YARD: 35' MIN FINAL SURVEY 11-18-17 SIDE YARD: 10'MIN, 25' TOTAL THE WATER SUPPLY! WELLS, DRYWELLS AND CESSPOOL FOUNDATION LOC. 06-08-17 LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA: 10,800.00 sq.ft. or 0.25 Acres ELEVA71ON DATUM. - UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS7777J77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENT'S EASEMENTS AND/OR SUBSURFACE STRUE-FURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOT 121 CERTIFIED TO: SLIGO CONSTRUCTION; MAP OF: CAPTAIN KIDD ESTATES FILED: ,IAN. 19, 1949 NO.1672 SITUATED AT. MATTITUCK TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design 1 410,90a P.O. Bos 153 Aquebogue, New York 11931 » PHONE (631)298-1588 FAX (631) 298-1588 FILE # 16—� 72 SCALE: 1 =2O DATE: OCT 25, 2016 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy do Kenneth M. Aoychuk ACo® CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) "1%.� 1 01/0912017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER IINSURER Lisamarie Labozetta Aspen Agency Inc. , 631-471-7575 AIC No):631-389-2439 IL 191 Ronkonkoma Avenue as. lisa@aspen-ny.com Ronkonkoma, NY 11779 INSURERS AFFORDING COVERAGE NAIC# A: Southwest Marine$General Insurance Co INSURED INSURERB: Sligo Construction Corp INSURER C: 1145 Bay Haven Lane INSURER D: Southold,NY 11971 INSURER E: INSURER F. COVERAGES CERTIFICATE NUMBER: 00000000-0 REVISION NUMBER: 33 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANYCONTRACT OR'OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDLSUBR POLICYEFF POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER MMIDD D LIMITS A X COMMERCIAL GENERAL LIABILITY GL2015RLH00304 07/17/2016 07/17/2017 EACH OCCURRENCE $ 1'0 0 000 OCCUR DAMAGE TO RENTED y r� PREMI CLAIMS-MADEpkl SES Eaocwrrence $ IdO�OV X Contractual Liab MED EXP Any one person $ 5,000 X Nrirn/Non Goiifrib PERSONAL&ADV INJURY $ 1 ObD nO0 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 POLICY PECO- F LOC PRODUCTS-COMNOP AGG $ 2,000,000 OTHER. $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident) ANY AUTO BODILY INJURY(Per person) $ AUTOS ONLY AUTOWNED S BODILY ( ) BODILY INJURY Per acrJderd $ HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY Per accident $ A UMBRELLA LIAB X OCCUR EX2016RLH00059 07/21/2016 07/17/2017 EACH OCCURRENCE $ 2,000,000 �( EXCESS LIAB CLAIMS-MADE AGGREGATE $ 2,000 000 DED I X I RETENTION$ 10,000 $ WORKERS COMPENSATIONPER OTH- AND EMPLOYERS'LTABILITY YIN __. STATUTE- ---- ER---- ANY PROPRIETOR/PARTNER/EXECUTNE OFFICERIMEMBER EXCLUDED? NIA E L.EACH ACCIDENT $ (Mandatory in NH) If yes,desm''be under E L.DISEASE-EA EMPLOYE $ DESCRIPTION OF OPERATIONS below E L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,maybe attached if more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TOWN OF SOUTHOLD THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 54375 ROUTE 25 ACCORDANCE WITN THE POLICYPR'OVISTONs. PO BOX 1179 AUTHORIZ EPRESENTATIVE Southold,NY 11971 LIS ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Printed by LIS on January 09,2017 at 09.38AM SLIGO-1 OP ID:AF AIG�ORO® CERTIFICATE OF LIABILITY INSURANCEFDATE(MM/DDIYYYY) 01/0912017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: if the certificate holder is an ADDITIONAL INSURED,the policy(les) must be endorsed. If SUBROGATION IS WANED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT TimothyB.Derham Inter Insurance Agency E FAX PHON 380 North Broadway,Suite 400 C No g4.516-352-7500 AIC No:516-437.0435 Jericho,NY 11753 E-MAIL Timothy B.Derham s:tderham@interinsurance.com INSURER(S)AFFORDING COVERAGE NAIC 0 INSURER A:The State Insurance Fund 36102 INSURED Sligo Construction,Corp. INSURER B:Progressive Insurance Company 24260 Paul Davey 145 Bay Haven Lane INSURER C: Southold,NY 11971 INSURER D: INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 1LTR TYPE OF INSURANCE ADDL SUB POLICY NUMBER MMIDDPOLICY EFF (MMIDDNYYYI LIMITS GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE RENTED COMMERCIAL GENERAL LIABILITY PREMISES I O Ea occurrence) $ CLAIMS-MADE D OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERALAGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY PRO- LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident 1,000,00 B X ANY AUTO X 02527453-0 06/1612016 06/16/2017 BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS PER RPA $ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION X TORY LAM UI- OTH1- T ER AND EMPLOYERS'LIABILITY A ANY PROPRIETORIPARTNERIEXECUTIVE YIN L13537337 04/1512016 04/15/2017 E.L.EACH ACCIDENT $ 1,000,00 OFFICERIMEMBEREXCLUDED? NIA (Mandatory in NH) E L DISEASE-EA EMPLOYEEI$ 1,000,00 If yes,describe under DESCRIPTION OF OPERATIONS below E L.DISEASE-POLICY LIMIT 1$ 1,000,00 DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION TOWNSOH SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TOWN OF SOUTHOLD THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN P O BOX SO ACCORDANCE WITH THE POLICY PROVISIONS. 179 54375 ROUTE 25 AUTHORIZED REPRESENTATIVE SOUTHOLD,NY 11971 � c7 ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD 3 N Suffolk County Executive's Office of Consumer Affairs VETERANS MEMORIAL HIGHWAY HAUPPAUGE,, NEW YORK 11788 DATE ISSUED: 8/22/2001 No. . 293737H .- SUFFOLK COUNTY Home Improvement Contractor License This is to certify that PAUL J DAVEY doing business as SLIGO "ONSTRUCTITON CORP having furnished the requirenients set forth in accordance with and subject to the provisions of applicable laws, rules and regulations of the County of Suffolk, Statof Nk ew York ; hereby licensed to conduct business as a HOME IMPROVEMENT CONTRACTOR, in the County of Suffolk. Additional Businesses NOT VALID WITHOUT DEPARTMENTAL SEAL 0 AND A CURRENT CONSUMER AFFAIRS ID CARD Director e SUFFOLK COUNT;DEPT OF LABOR, »i LICENSING&CONSUMER AFFAIRS', ce r „ HOMEIMPROVEMENT CONTRACTOR ' LICENSE `~ s NICE PAUL J DAVEY This certifies that the SUS. NME - bearer is duly SLIGO CONSTRUCTION CORP licensed by the County of Suffolk `"`�'�N'"""t/yy// +e 29373-H 08/22/2001 EPRA'°M°""S 08/01/2017 REScheck Software Version 4.6®3 �c. Compliance Certificate Project NEW ONE STORY DWELLING Energy Code: 2015 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 90 deg. from North Conditioned Floor Area: 0 ft2 Glazing Area 7% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 230 LINDA RD PAUL DAVEY EMMANUELTEHN-ADDY MATTITUCK, NY 11952 SLIGO CONSTRUCTION TEHN DESIGN GROUP LLC 1145 BAY HAVEN LANE 125 E.SUNRISE HWY SOUTHOLD,NY 11971 LINDENHURST,`NY 11797 ow0hpagg �n o• a Compliance: 12.4%Better Than Code Maximum UA: 242 Your UA: 212 Maximum SHGC: 0.40 Your SHGC: 0.29 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. Assembly or R-Value R-Value LI-Factor UA Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 1,321 30.0 0.0 0.035 46 Ceiling 2:Cathedral Ceiling 138 38.0 0.0 0.027 4 Wall 1:Wood Frame, 16"o.c. ° 266 13.0 5.0 0.057 6 Orientation: Left side Window 1:Wood Frame:Double Pane with Low-E 82 0.340 28 SHGC: 0.29 Orientation: Left side Door 1:Solid 48 0.300 14 Orientation: Left side Door 2: Glass 24 0.340 8 SHGC: 0.29 Orientation: Left side Wall 2:Wood Frame, 16"o.c. 558 13.0 5.0 0.057 32 Orientation: Back Wall 3:Wood Frame, 16"o.c. 251 13.0 5.0 0.057 14 Orientation: Right side Wall 4:Wood Frame, 16"o.c. 460 13.0 5.0 0.057 26 Orientation: Front Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,426 30.0 10.0 0.024 34 Project Title: NEW ONE STORY DWELLING Report date: 01/06/17 Data filename: \\192.168.1.102\main drawings\00-ALL JOBS\2016 JOBS\DAVEY-LINDA RD-16- Page 1 of 2 132\DAVEY.rck Compliance Statement: The proposed budding design described here is consistent with the budding plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title ignatur Date IrPG,fi CO cu M O ob Project Title: NEW ONE STORY DWELLING Report date: 01/06/17 Data filename: \\192.168.1.102\main drawl ngs\00-ALL JOBS\2016 JOBS\DAVEY-LINDA RD-16- Page 2 of 2 132\DAVEY.rck REScheck Software Version 4.6. i Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? :Comments/Assumptions & Req.ID 103.1, ;Construction drawings and , i❑Complies ; 103.2 documentation demonstrate s d❑Does Not [PRI]i ;energy code compliance for the (� ;building envelope.Thermal ❑Not Observable envelope represented on s ❑Not Applicable :construction documents. ; 103.1, ;Construction drawings and ❑Complies I 103.2, documentation demonstrate ;'' ° ❑Does Not 403.7 :energy code compliance for [PR3]1 :lighting and mechanical systems. 1E]Not Observable I :Systems serving multiple ❑Not Applicable ;dwelling units must demonstrate compliance with the IECC Commercial Provisions. i 302.1, j Heating and cooling equipment is: Heating: Heating: ;❑Complies ; 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [PR2]2 - +on loads calculated per ACCA Cooling: Cooling: ;❑Not Observable Manual J or other methods Btu/hr Btu/hr approved by the code official. ;❑Not Applicable ; i 1 Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: NEW ONE STORY DWELLING Report date: 01/06/17 Data filename: \\192.168.1.102\main drawings\00-ALL JOBS\2016 JOBS\DAVEY-LINDA RD-16- Page 1 of 8 132\DAVEY.rck section # Foundation Inspection Complies?, Comments/Assumptions &Req.ID' 303.2.1 IA protective covering is installed to ;❑Complies [F011]z yprotect exposed exterior insulation :❑Does Not s and extends a minimum of 6 in.below ❑Not Observable grade. ❑Not Applicable ; 403.9 iSnow-and ice-melting system controls;❑Complies [FO12]2 installed. ;❑Does Not lel I ;❑Not Observable; 1 ;❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: NEW ONE STORY DWELLING Report date: 01/06/17 Data filename:\\192.168.1.102\main drawings\00-ALL JOBS\2016 JOBS\DAVEY-LINDA RD-16- Page 2 of 8 132\DAVEY.rck section plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions Req,ID 402.1.1, ;Door U-factor. ; U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 ;❑Does Not ;table for values. [FR1]1 ❑Not Observable ; 0 ❑Not Applicable ; 402.1.1, ;Glazing U-factor(area-weighted ', U- U- ;❑Complies ;See the EnvelopeAssemblyes 402.3.1, average). ;❑Does Not table for values. 402.3.3, ; 402.3.6, ;❑Not Observable ; 402.5 ;❑Not Applicable [FR2]1 303.1.3 ;U-factors of fenestration products ;❑Complies [FR4]1 are determined in accordance ❑Does Not vwith the NFRC test procedure or ;taken from the default table. 1❑Not Observable 1 j❑Not Applicable ; 402.4.1.1 ;Air barrier and thermal barrier ❑Complies ; [FR23]1 installed per manufacturer's iE]Does Not 00 :instructions. []Not Observable , ❑Not Applicable 402.4.3 ;Fenestration that is not site built ;❑Complies [FR20]1 !is listed and labeled as meeting 1❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 i or has infiltration rates per NFRC ❑Not Observable ; 400 that do not exceed code r y❑Not Applicable limits. j 402.4.5 11C-rated recessed lighting fixtures ;❑Complies [FR16]2 sealed at housing/interior finish ;❑Does Not and labeled to indicate<_2.0 cfm leakage at 75 Pa. i[]Not Observable y❑Not Applicable 403.2.1 ;Supply and return ducts in attics ;❑Complies [FR12]1 :insulated >= R-8 where duct is ❑Does Not >=3 inches in diameter and >= 00 R-6 where<3 inches.Supply and ❑Not Observable return ducts in other portions of ❑Not Applicable ;the building insulated >= R-6 for diameter>=3 inches and R-4.2 ; for<3 inches in diameter. i 403.3.3.5 ;Building cavities are not used as ]Ehomplies [FR15]3 !ducts or plenums. ❑Does Not ). I I❑Not Observable ' i❑Not Applicable 403.4 HVAC piping conveying fluids R- R- ;❑Complies ; [FR17]2 above 105°F or chilled fluids ;❑Does Not V = ;below 55°F are insulated to>_R- ; 3 ;❑Not Observable ❑Not Applicable 403.4.1 :Protection of insulation on HVAC ;❑Complies ; [FR24]1 :piping. ;❑Does Not lD jI❑Not Observable ❑Not Applicable 403.5.3 1 Hot water pipes are insulated to R- R- ;[]Complies [FR18]2 >_R-3. T❑Does Not ❑Not Observable ❑Not Applicable 403.61 Automatic or gravity dampers are I J❑Complies [FR19]21 installed on all outdoor air )❑Does Not !�intakes and exhausts. ❑Not Observable S ]❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: NEW ONE STORY DWELLING Report date: 01/06/17 Data filename: \\192.168.1.102\main drawings\00-ALL JOBS\2016 JOBS\DAVEY-LINDA RD-16- Page 3 of 8 132\DAVEY.rck Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: NEW ONE STORY DWELLING Report date: 01/06/17 Data filename: \\192.168.1.102\main drawl ngs\00-ALL JOBS\2016 JOBS\DAVEY-LINDA RD-16- Page 4 of 8 132\DAVEY.rck Section Plans Verified Field Verified # Insulation Inspection Value Value Complies?. Comments/Assumptions &Req.ID 303.1Z 11iAII installed insulation is labeled ( r ElComplies ; [IN13] or the installed R-values i ❑Does Not ` I provided. UNat Observable ; ( ,❑Not Applicable 402.1.1, Floor insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ❑ Wood ;❑ Wood ;❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel J ;❑Not Observable ; ❑Not Applicable 303.2, ,Floor insulation installed per �❑Complies ; 402.2.7 :manufacturer's instructions and ❑Does Not [IN2]1 :in substantial contact with the underside of the subfloor,or floor ❑Not Observable :framing cavity insulation is in ❑Not Applicable ; ;contact with the top side of sheathing,or continuous ,insulation is installed on the : ;underside of floor framing and extends from the bottom to the ; top of all perimeter floor framing : members. 402.1.1, ;Wall insulation R-value. If this is a; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.5, ;mass wall with at least lh of the ❑ Wood ;❑ Wood ❑Does Not !table for values. 402.2.6 :wall insulation on the wall [IN3]1 ;exterior,the exterior insulation ;E] mass i E] Mass UNot Observable ,J :requirement applies(FR10). ;❑ Steel i❑ Steel ;❑Not Applicable ; 303.2 ;Wall insulation is installed per ]EINot ❑Complies [IN4]1 {manufacturer's instructions. ❑Does Not Observable 1 [❑Not Applicable , Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: NEW ONE STORY DWELLING Report date: 01/06/17 Data filename: \\192.168.1.102\main drawings\00-ALL JOBS\2016 JOBS\DAVEY-LINDA RD-16- Page 5 of 8 132\DAV EY.rck Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 402.1.1, :Ceiling insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ❑ Wood ODoes Not table for values. 402.2.2, ❑ Steel ❑ Steel ;❑Not Observable Fill' 6 [ ; ;❑Not Applicable [FII] ; 303.1.1.1,;,Ceiling insulation installed per ❑Complies 303.2 :manufacturer's instructions. ❑Does Not [FI2]1 :Blown insulation marked every i :300 ft2. ❑Not Observable ❑Not Applicable 402.2.3 (Vented attics with air permeable ❑Complies [FI22]2insulation include baffle adjacent f❑Does Not Uo soffit and eave vents that ,extends over insulation. i s❑Not Observable ; ;❑Not Applicable ; 402.2.4 ;Attic access hatch and door ; R- R- ;OComplies ; [FI3]1 ;insulation >_R-value of the :❑Does Not adjacent assembly. ,❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50= ; ACH 50= ;❑Complies ; [FI17]1 ;ach in Climate Zones 1-2, and :❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.2.3 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [F14]1 cfm/100 ft2 across the system or I ftz ft� ;❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable ; tests;verification may need to ; ;❑Not Applicable ;occur during Framing Inspection. 403.3.2 ;Ducts are pressure tested to cfm/100 ; cfm/100 ;❑Complies (FI27]1 determine air leakage with ftz ftz ;❑Does Not either: Rough-in test:Total ; leakage measured with a ❑Not Observable pressure differential of 0.1 inch ; ;❑Not Applicable ; ;w.g. across the system including ;the manufacturer's air handler enclosure if installed at time of ; test. Postconstruction test:Total ; leakage measured with a pressure differential of 0.1 inch ; w.g. across the entire system ; ;including the manufacturer's air handler enclosure. 403.3.2.1 ;Air handier leakage designated ❑Complies [F]24]1 ;by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable JONot Applicable 403.1.1 ;Programmable thermostats ❑Com lies [FI9]2 !ins alled for control of primary Does Not Iheating and cooling systems and initially set by manufacturer to i ;❑Not Observable 1 code specifications. j❑Not Applicable ; 403.1.2 Heat pump thermostat installed J❑Complies [FI10]2on heat pumps. �❑Does Not J❑Not Observable ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies [Flll]z systems have automatic or a❑Does Not accessible manual controls. ; []Not Observable . a iElNot Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 13'1 Low Impact(Tier 3) Project Title: NEW ONE STORY DWELLING Report date: 01/06/17 Data filename:\\192.168.1.102\main drawings\00-ALL JOBS\2016 JOBS\DAVEY-LINDA RD-16- Page 6 of 8 132\DAVEY.rck section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 403.6.1 ;All mechanical ventilation system 3❑Complies [F[25]2 a fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy ;and airflow limits. ❑Not Observable f J❑Not Applicable ; 403.2 Hot water boilers supplying heat j❑Complies ; [FI26]2 (through one-or two-pipe heating ❑Does Not 3 systems have outdoor setback control to lower boiler water , f❑Not Observable ; temperature based on outdoor ( �❑Not Applicable temperature. } 403.5.1.1 Heated water circulation systems } ;❑Complies ; [FI28]2 have a circulation pump.The ;❑Does Not system return pipe is a dedicated return pipe or a cold water supply J❑Not Observable ; pipe.Gravity and thermos- j❑Not Applicable (syphon circulation systems are not present.Controls for j circulating hot water system ; pumps start the pump with signal )for hot water demand within the occupancy. Controls i automatically turn off the pump ; when water is in circulation loop 1 is at set-point temperature and ' t no demand for hot water exists. 403.5.1.2 3 Electric heat trace systems ❑Complies [FI29]2 i comply with IEEE 515.1 or UL ❑Does Not ;515. Controls automatically ; j adjust the energy input to the ❑Not Observable ; `heat tracing to maintain the bNot Applicable desired water temperature in the I piping. I 403.5.2 Mater distribution systems that € ❑Complies [F130]2 I have recirculation pumps that ❑Does Not pump water from a heated water I supply pipe back to the heated ❑Not Observable water source through a cold ❑Not Applicable water supply pipe have a ,demand recirculation water }system. Pumps have controls ; ;that manage operation of the pump and limit the temperature of the water entering the cold } water piping to 104°F. 403.5.4 ;Drain water heat recovery units i ❑Complies [FI31]2 ytested in accordance with CSA a❑Does Not ;B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable ; recovery units<3 psi for i ❑Not Applicable }individual units connected to one or two showers. Potable water- i 'side pressure loss of drain water 1 heat recovery units<2 psi for individual units connected to !three or more showers. 404.1 ,75%of lamps in permanent ❑Complies [FI611 :fixtures or 75%of permanent ❑Does Not ;fixtures have high efficacy lamps. Does not apply to low-voltage ❑Not Observable ; lighting. ❑Not Applicable 404.1.1 (Fuel gas lighting systems have ;❑Complies ; [FI23]3 1 no continuous pilot light. ❑Does Not �❑Not Observable , i ;❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: NEW ONE STORY DWELLING Report date: 01/06/17 Data filename: \\192.168.1.102\main drawings\00-ALL JOBS\2016 JOBS\DAVEY-LINDA RD-16- Page 7 of 8 132\DAVEY.rck 0 section Plans Verified Field Verified # Final Inspection Provisions Complies? Comments/Assumptions & Req.ID Value Value 401.3 Compliance certificate posted. J❑Complies [FI 7]z i -�❑Does Not (❑Not Observable 1 ;[]Not Applicable 303.3 C Manufacturer manuals for ❑Complies ; [FI18]3 mechanical and water heating �❑Does Not systems have been provided. i ❑Not Observable iE]Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: NEW ONE STORY DWELLING Report date: 01/06/17 Data filename:\\192.168.1.102\main drawings\00-ALL JOBS\2016 JOBS\DAVEY-LINDA RD-16- Page 8 of 8 132\DAVEY.rck oil, q JE- FEE NO]li--Y NIEINIT AT j ION 765-1602 6P -10 4 !"MFOR THE FOLI_O'I,1,1ING iNSF1ECTIONS: 1. FOUNDAT RON - PA,'O REQUIRED 13 C pNGy FOR' POURED CCt�41CRETE 0 C 0 Gup •2. ROUGH - FRAMING & PLUWDING ICATE 0' TeR 3 IINSULATIO.N T r-CR US`=[) IN 0 4. FINAL - CON"TRUCTION MUST em CANN' sys� ol Lr--AD BE CO%!FLF'.TE" FOR C.0 21j OF ALL CONSTRUCTION SHALL MEET THE E GEED REQUIREMENTS OF THE CODES OF NEW NOTE: YORK STATE. NOT RESPOIN'SMI-E FOR THIS PpoJEGT COMPLIES WITH THE NEW YORK STATE UNIFORM FIRE DESIGN OR CONSTRUCTION ERRORS. PREVENTION AND BUILDING CODE, AND 2016 UNIFORM CODE SUPPLEMENT 2015 I.R.G AND ALL OTHER PUBLICATIONS INCORPORATED BY REFERENCE 0 IN Iq NYGRR PART 121q THROU614 1221. I N is T C 11!7 j-iA I z ON- 't,k',6 I F T I a N > I.J,�En z kn-�1 :-e I TITLE 5HEE —T SEAL 00 NOT PROCEED WITH FRAMING UNTIL SURVEY ELE\/AT I CN5 ON LOCATION OF FOUNDATION HAS BEEN APPROVED. "N S.C.TM. NO. DISTRICT; 1000 SECTION. 10,1 BLOCK: I LOTS) 15 I ® � ELFV 54.9 DP E?Fl WN #PRE-16-2035 OL 0' o` FLAN I$ Z"��;) ETAIL5 S, BRnwo CENTRAL DRIVE LOAMY SAND 1 7' 8RDvIN SO -LArEr SANG !.o DWELLINGS CONCRETE WAEH CUT AREA W PUBLIC WATER IN BED OF PROPOSED 14 LCCR FLAN I$ 5 I C;� N A 1$ 5 LOT 120 1 Flo' DRIVEWAY. j Sp T DRY WELL N EL 67,0 N77'26'00"E 120.00' EL 'D64, 8'DIAx7EEP 'l EL 0614 cz PALE >� EL1 57.0 FRT`wN SAND SILT FENCE 0 1 1 & MEDIUM `F(PSED 111-11T 4 EL(45 0.0)------ GRAVEL RR 0 0 F FLAN I$ R 15 E R,. "E--�;;? I A O R A OF DSTURBANCE - D VATER 17' 55.5' .129.5'. Z: �j CARAG aj K. WOYCHUK LS C� 254 SEF.: PRO t-- ..POSEO. .1 DWELLINGS GF(60.5)., j Z PP()PCSED sot :L 6. �2 STC�K FILE AREA 7. WJLJULIC,WATLR j PROPOSED WAV, - - - - - - 150 RAL NOTE5 I$ P4:: ETA I L5 �w Q PR40SFD N L------------ ---- ----- LOT 121 1 STY FIRM. PROPOSED I a DWELLING S.F` STAGING AREA 7 AND CCNSTRUCTI El It FFL(62.5) S.T, ENTRANCE 7 .3-4 BEDROOM < CP SANITAFI 111 m EL 54.6 CDC GAL TN B'DIA02 DEEP Poo'AN'TA""'I M I"" 'Al TA ' L)"p I"', Ax12 0 0 C:) U.P. �L 60 DRY WELL EL(IS1.0) 29�5' EL(60.0) ------------- CAPTAIN KIDD EXISTING X GARDEN DR. E L 549 EL 64.1 A A V. EL 61.5 :D/ W.V. ENTRANCE A C' NC 14�1 TRUCTI 11 .E 4 7 EL IC 0) ';j �ROIP.S 05 ""y S77°26'00"Ti' 120.00' 4;PH LT VRN LOT 122 DWELLINC Su 511-7 DI Tj).7 W/PUBLIC,WATER 9:� "I V 150 so'MIN DWELLINGS GS , S Dit IhW/FUBLIC T ON SITE 150 WATER Lu l HAY BAIL AND/OR SIT FENC[tlf DRAINAGE CALCULAPONS: A) DWELUNC FC0TPRJNT=1,800 SOFT. 80.)x 0 766=208 AD < 2901(REQUIRED 2)8.E)4 4'DEEP DRYWELL-3350 PPCIILcD mm 13) DRIVEWAY-600 SOFT. 00)0�DIAOT36=DEEP 6c C) DRyWf:LL= 126cf CON STRuC7TCpt ENTRANCE FOUNDATION OF COMPACTED 314" 5TCITIE BLEND GR N Y. STATE D.Q.T. APPROVED R.C.A. FILL TO IE*' (M-) A2nVF FXISTNO GRADE FOP CRAWAOF 7YPICAL DR1NLLL MIS'.SECTION (CONC. PFEGAST COMPONENTS) 12 rNc+Mln AFF —A-Ta ux TRR�­W5.7 12 0 PEVI-ED 11-28-15 DIFfeWl ZOh,JEID R-40 T- NON C0IIF(:RMI1NG LOT z FRONT YARD: 35' MIN Q T REAR YARD 35' miH, Ca SIDE YARD! 10'MIN, 25' TOTAL WK nLL MATT�A TO U THE 14'47-EF SfJPPIY, WELLS, DRYWELLS AND CESSPOOL CAR)AR IHPRI�0016 Cff4l SAND LOCA 77ONS SHOWN ARE FROY FIELD 08SERVA TONS FTIII14 HI I T-1-1 I F1 I I I AND OR DATA OBTAINED FROM OTHERS EEIAUETI] 7 AREA: 10,800.00 sq.tt. or 0.25 Acres FLEVA770M DATUA� NOTE STATE EDUCATION LAW. COPIES Of7 T�Ir,' SURVEY UNAUTHORIZED ALTERATtON OR ADD(770N TO 774;S SURVEY IS A VIOLATION OF SFC77011 7209 OF MF,',I7A, YOj7K, CEDAR 11FIRE59016? LF1 III MAP NOT REARING THE LAND SURi,1EYOq'S E61505SE-0 SEAL SHALL NOT HE CONSIDERED TO IFE A V419 TRUE COPY, GHARANTEFS INDICATED HEREON SHALL RUN ONLY TO LHE P SON FOR 4HOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE GOOERNAIENTAL AGENCY AND LENDING INSTITUTION GUARANTEES ARE NOT TRAM4`F,,-ABLE THE HEATING, DFN AND AIR rONDITONINC, LISTED HEREON, AND TO THE AS5.1CNEFS (�F THE LENDING INSTITUTION, SYSTEMS MUST MEET OR EXCEED THE THE OFFSETS OR DIVEVSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES 4RF;01� A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE z NOT INTENDED TO AfONOAIENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, AEDITI-li STRUCTURES OR AND OTHER 1A4PRGi,EAIENTS. EASEMENTS AND/OR SUBSURFACE -CORDED ARE NOT GUARANTEED UNLESS FHYI'-,-'EIIIDFNT ON THE PREMISES AT THE TIME OF Sul�VEY L 5PEGIFIGATIONSGALLED OUT ON THE ENER6Y CE STRUffUFES RECORDED OR UNRECORDED nr rag= STAR GOMPLIAWE CERTIFICATE. SURVEY DF- LOT 121 CERTIFIED T& SLIGO CONSTRUCTION: MAP OF. CAPTAIN KIDD ESTATES FILED. JAN. 19, 1949 NO.1672 A SITUATED AT:AT! MATTITUCK —1 0 TOWN OF: SOUTHOLD T%T.NNPTH hf WOYCITUK ]AND SURVF.YTNG, PLLC NOTE: SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design * � P.D. Do. 153 Aquboguo, New York 11911 F UJ 16-x 5-7,�FFOBTI% - - - - - - TH15 PROJECT SHALL COMPLY WITH THE 4-x --I -- — — — — — — — — — — — PHONE FAX (631) 2pa-1508 z MECHANICAL CODE OF NY. STATE, FILE # 16-172 --CAME' 1"=20' DATE: OCT 25, 2016 N YS OSC. NO 0508?2 -il,t.illi.g the--lrd. of Robert I. Kenneth M. W.y,,huk < CHAPTERS 12 THROUGH 24. THE PLUMBIN6 GODS OF NY. 5TATE, CHAPTERS 25 THROL&H 52. ILI THE ELECTRICAL CODE OF NY. STATE, FLOT FLAN 80 .001 CHAPTERS 33 THROU51-1 42. z SCALE: 1" 20'-0" Lu 7 z lu v Ir- NOTE < NOTE 0 ks) <1 11— NOTE: TO THE BEST OF W KNOWLEDCE,BELIEF AND SURVEY DATA HAS BEEN TAKEN FROM A SURVEY DN C-7 NO PROFE55I0NAL JUDGEMENT,THE5E PLANS AND PREPARED BY: KENNETH M. HOYGHUK PI('' MID LAN OR 5PEGIFIGATION5 ARE IN rOHPLIANrE WITH LAND 5URVEYOR THE 2010 ENERGY CONSERVATION GON5TRUGTION GORE. P.O BOX 153 AOUEBOISUE, NEW YORK I Iq3I DATED: OCTOBER 25, 2016 9L.T.MA 1000-106-1-15 __j GRIGKET ' NOTE CEDAR IMPR:E5510N5 EXTEND CHIMNEY o HEIGHT AS NOTED ON PLANS cv _ RIDGE HEIGHT CONTINUOUS RIDGE VENT ROOF OVER ROOF 2"x 6" RIDGE- GONTINUOUS RIDGE VENT - 2"x b" R.R. ® 160" O.G. I/2 PLYWOOD SHEATHING I� CONTINUOUS RIDGE VENT #15 FELT _ SPHALT ASPHALT SHINGLES A5 SELEGTEO BY OWNER - PROVIDE VENTING IN ROOF OVER ROOF SPHALT GRIGKET SHINGLES I SHINGLE 12 ASPHALT _ _ I2 ____bSHIN5LE5 g ICE SHIELD ICE SHIELD �� ICE SHIELD ICE SHIELD — — — — — — — — — — — — — — — — — — — — — 12 12 8 � GLC. HT GLC. HT JuLdILL — — O WIN. HT '-0" LLLLU —Lu — '-0Li - _1_L_� tLLt ' I I II I I I IIII IIII CEDAR IMPRESSIONS Ll o GEDAR IMPRE5510N5 6 1zVINYL 51DIN5 Q 36" RAILING F- Li Li = IN.. FL @ Mil FIN_FL 62.5 — — to -- z O T N INOTE I I I I I t o I I I �- =1=�� I I ��=`—JAILu - - - - - - - - - - - - � m j j ALL LUMBER THAT COMES IN CONTACT WITH I I 16" x 8" GONG FOOTING— I I I SEAL GONGRETE SHALL BE A.G.Q. LUMBER. 77,7777,777-77— 4" x 4" P05T ANCHORED ON 10"(P SONO TUBE BELOW GRADEFIN FL AND 4"-b" ABOVE SRADE fffi— ff - - - - - � 16" x8" GONGFOOTINC� - - - - - - - - - - - - - - - - - - - - _ ,. r • 16 x8 GONG FOOTING LJ - - - - - - - - - - - - - - - - - - - - - - - - - - - - � ; �N P OPOSEC) FERONT ELE\/AT I ON PROPOSED LEFT S 11;)E ELL=\ ATI Oil 1/411= I'- O" 1/411= I'- O" m I NOTE N ICE SHIELL• TO EXTEND FROM ROOF EDGE TO A MIN. OF 24" N INSIDE OF EXTERIOR WALL LINE m RIGKET CONTINUOUS RIDGE VENT — RIDGE HEIGHT — — — — v ~ CONTINUOUS RIDGE VENT Lu 11.1 SPHALT 12 5HINSLES 12 -� ASPHALT Qg m 5HINSL ICE SHIELD —ICE SHIELD r GLC. HT N WIN_HT _ N -0 -O° o Z tuJ�/J\ 1 F- \ Y IXC Q ? :z � VINYL 51DING \ \ _ t" VINYL SIDING O I- I\ \ VINYL 51DIN5 36" RAILINS to Q FIN. FL ® 62.5 � Cm z � O � GRADE @ 60 AVG. GRADE 60.5 VG. .5 Z 0 _ • GRADE I- I =J::_�_j I6" x 8" GONG FOOTING II I I - - - - - - - - - - - - - - - - - - - - - - I II z'nd 4" x 4" P05T ANCHORED ON I I I I I Z V 0 10"0 50NO TUBE BELOW(&RADE AND 4"-b" ABOVE SRADE - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - -- -- _- - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — - - - - - - - - - - - - - - -1 � - - - - - - - I- L- - - - - - - - - - - - - - - - - I6" x8" GONG FOOTING - - - - - — — — — — — — — — — — O 11-1 z z T w I W -1 11..1 QI fn F OPOSEO REAR �1..EVAT I Oil PROPOSE=) 1 C HT S I OE ELEVATION ° Q t- ° - 1/411= I'- O" 1/411= 11- o" PHO NO a S.G.T.M 1000-106-1-15 51'MBOL LEGE �D NOTEi I. DOUBLE ALL FLOOR J015T5 UNDER PARTITION5 AND NEW GONSTRUGTION POSTS ABOVE. DOUBLE ALL FLOOR J015T5 AND TRIMMER5 AROUND TO BE REMOVED STAIR WELL OPENING. 62-0 2. ALL STRUCTURAL GOL'5 THAT 5UPPORT ANY HEADER5 EXIST'G STRUCTURE L.V.L., 61RDER5, ETG. SHALL BE 5UPPORTED DOWN TO FOUNDATION, FT6'S, AND OTHER 5TRUGTURAL 10'-3" 23'-10" a'-o" 14'-1" NEW CONCRETE GIRDERS OR HEADER5 A5 NEGE55ARY. 4" x 4" P05T ANCHORED ON SEGMENTED SHEAR WALL 3. ALL PLYWOOD 5HEATHIN6 5HALL BE GONTINUOU5 10"� 50NO TUBE BELOW GRADE :.: _ ,� FROM SILL PLATE TO TOP OF TOP PLATE BEHIND ANY AND 4"45" ABOVE GRADE SECONDARY ROOF 5Y5TEM5, 6ARA6E5, bR COVERED NOTE: — — — — — — — DESIGNATES DETAIL VIEW PORGH'5. (ETG) SMOKE DETEGTOR d CLOTHES DRYER VENTING NOTE — �� CARBON MANOXIDE DETECTOR DRYER TO BE VENTED TO THE EXTERIOR — — — — — — — / �---- DESIGNATES SHEET NUMBER TO BE HARDWIRED WALL OF DWELLING AND SHALL COMPLY A _ _ _ X- # INTERCONNECTED WITH RMI502. — — — — ® 4 (2) 2"x 8" HDR DESIGNATES SECTION VIEW r(2 © 91X HO D DN. 51LVER LIN SLIDE SILVER LIN 2030 SLIDE 2"x 8" NAILER HO D DN. DESIGNATES SHEET NUMBER i — — — — — — — — — — — - - — — — — — — — — — — — — — — — — — — — — — — — — — — 8" G NG.FOUNDATION WALL _ 3'-6" 16" x 8" GONG.FT I I I &n I II II 11 NOTE: NOTE T- �, 121-111I-4 I I-5611-411DOUBLE ALL FLOOR JOISTS ALL LUMBER THAT GOME5 IN GONTAGT WITH DI UNDER PARTITIONS ABOVE. I z `? DOUBLE ALL FLOOR JOISTS GONGRETE 5HALL BE A.G.Q. LUMBER. ►- N o AND TRIMMERS AROUND HANDRAIL -' �I I R-30 IN5ULATI N IN FL. JT5 1Z STAIR WELL OPENING. o � ® UP ® 01 CELLAR g d -~i D N. 12' O" HOLD DN _1 cn N i 6-O" GLC.HT. u m '� J — — — _ — - - 'u- ® �p � — OELEG. ® _ x O S.D. ILL o DET. it Lu C) n n u n n n I n n F 7 Q I I I 4C- O I 13- 2 x 12 GIRDER I— — — 3- 2 x 12 1IRDER6 3 2 x 12 IRDER 3- 2 x 12 61RDE_R —I — _ I I -�— 3- 2" x 12" GIRDER I LL I — I L — J — J L — J L — J I I N SEAL _ GONG ETG (TYP) W/ 5" STE L COLUMN UNEXCAVATED p vo 4" GONG. SLAB OVER BACKFILL 21R-30 INSULATION IN FL.JTS GOMPAGTION.MATERIAL ® 45 qQ r�z `cv <vc) w � ® tox I x x I w Lu - u w - u 28 I ODD 20'-8" 5- 5 I �t 0 1 — - - - - - - - - - - - - - -- - - - - � I I I d1 = - - - - - - - - - - - - -_ 1 = � L - - - - - - - - - I m 71, I N O D DN. - - - - - - - - - - - - - - - - - - - - - - - - - - - HO D DN. o O D N. . NOTE: I „ I © I I It �OLD DN. p A5 PER N.Y.5 RE51DENTIAL BUILDING CODE CHAPTER 14: 5-1, „ — SECTION M1401.3 SIZING: CLOTHES DRYER VENTING NOTE ((� HEATING AND GOOLING EQUIPMENT SHALL BE 51ZED DRYER TO BE VENTED TO THE EXTERIOR BASED N BUILDING WITH AGGA LOADS,CALCULATED IN AL J. I WALL OF DWELLING AND 5HALL COMPLY WITH RMI502. I I I L_ J LJ 2T-4" 20'-0" 2-4" 8'-0" 2'-4" (� 49'-4" 12'-8" m p r 62'—O" v W� ISOT ��®® IZROF05E0 FOUNDATION FLAN A � � v ATTACH1�ENT OPT ON5 1/4" 4/' ` m "51MP50N" H005 OR "SIMPSON" PHD5 2-I6d COMMON "51MP50N" _ NAILS® b O.G. 2-Ibd COMMON STHDI4RJ 8" FOR STUD LENGTH FOR FULL LENGTH 12" BEARING ON P05T CI �I �1O �T 1®I �l � T A I L 5 311 O.G. I Od COMMON r CONCRETE:WALL OF STUD WALL STUD ly r BLOCKING® NOTE 2 xb DECKING DECORATIVE MOLDING _ } ENDWALL FILLER STRIP 6-8d COMMION Q lU BLOCKING® °° } Z '- 5/8" A.B.® 45"O.G.WITH ENDWALL ° � 3"X3"X 1/4" PLATE WASHER i ALL LUMBER THAT GOME5 IN GONTAGT WITH HEADER A5 tD 2-2"x10" HEADER z ~ CONCRETE SHALL BE A.G.Q. LUMBER. 14-Ibd COMMON NAILS NOTED ON PLANS Dv Z 0) (BEAM) 6-8d COMMION DECORATIVE MOLDING Q V y- 2"xb" SILL'PLATE °° a ° OR d \\\ I ' ° ONE#4 _l t Z \\ REBAR • 3-I0d COMMON to CONCRETE WALL \ FILLER STRIP PORCH COL. TO HDR. @ 0 I- 111 0 da & ROOF CONNECTION a d ' 4 G-TIE Q 14-16d COMMON NAILS AGm N z m 5/8",P THREADED ROD EMBEDDED d'. a ANCHOR (POST) 3 I/2" FOR HOLD-DOWN ANCHOR 12 1/2" INTO CONCRETE ° . POSTING AS NOTED i 2" x 6" FLOOR JT5® I6" O.G. 1Oo� BOLT SPEC I F I GATT ON ON PLAN PORCH COLS TO HDR. MIN. 12"EP�9BEDME O 2-2" x 8" HEADER 5/8"X2"ATR ANCHOR a�n\� CONNECTOR 4" x 4" POST ANCHORED ON N SET IN ACRYLIC TIE \ (��„�\� 12” MAX 12" MAX 10"(P x 36" FTG. BELOW GRADE z m ADHESIVE (AT) �;y� 3D 14-I6d COMMON NAILS AND 4"-6" ABOVE GRADE —1CD N b MIN b MIN (BEAM) Z -A • O 4" x 4" P05T ANCHORED INx .4 (9-5d GOMMION Z IE IHDIRJ z ' �' 8" x 36" FTG.BELOW GRADE a AB P05T BASE BY 51MP50N34 O _ 2-I6ST d COMMON AND 4"-6" ABOVE GRADE - cv N NAILS® b"O.G. FOR FULL LENGTH N N • —j ~ O RIMI J015T OF STUD — — (�/ O m 1" 12"BEARING ON . '. 6-Sd GOMMION -_ WALL STUD A 51MP50N 5TRONG-TIE a AB P05T BASE BY 51MP5ON -II 14-I6d COMMON NAILS AGER 3'-91" "SIMPSON"H008> OR J" ANCHOR BOLT® 36"O.G.FOR 2 STORY (POST) Q PORCH DETAIL TO HDR. Q z Q I'-O" "SIMPSON"PH06 " ANCHOR BOLT® 12" O.G.FOR I STORY POST N% FTG. CONNECTION z I� a 2-1(od COMMON " ANCHOR BOLT® 51" O.G.FOR SLAB ON&RADE — NJ NAILS @ 61 O.G. In FOR FULL LENGTH " ANCHOR BOLT® 23"O.G.FOR 2 STORY O to FOUNDATION ANGNORAOE DETAIL A �,� ° ONE#4 OF STUD " ANCHOR BOLT® 4b"O.G.FOR I STORY 2"xb" DECKING DECORATIVE MOLDING q) U Q PLAN VIEW ° ° \\\ e° a. ° REBAR OR " ANGHOR BOLT® 36"O.G.FOR SLAB ON GRADE Sim son Stron -Tie 21x6" DECKING w , 0 t Z 1- (AS PER WFGM TABLE 3.26) ° ° ° ° AB 9 2 x b FLOOR JTS® I6 O.G. -7 to z z T W " ANCHOR BOLT® 36"O.G.FO1R 1-3 5TORIE5 ° I.MIN.1"EMBEDMENT INTO CONCRETE ° w/3"SQUARE WASHERS AND END NUT SETUP 6-Sd GOMMION �O Z � � � Q m I.MIN.l" EMBEDMENT INTO GONGRETI= ° ° ° ° 0- O � � � ~ c!1I w/3" 5QUARE WASHERS AND END NUT SETUP ° °d ° 2.ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR 1/2° LAG.BOLT FILLER STRIP 3-IOd COMMON ONO NO 2. ANCHOR NOTED HEREIN ARE NOT TO BE USED FOROR REPLACED BY HOLD DOWNS FOR 5HEARWALL5 Jl ® 24 O.G. OR REPLACED BY HOLD 00445 FOR 5HEARWALL5 ,L�\�� � � a° TEGO'S a 3. 1 - ANGHOR BOLT 15 To BE LO)GATED BETWEEN 6"MIN. 3oN \� a 3. I -ANCHOR BOLT 15 TO BE LOCATED BETWEEN b" MIN. a, eo TO 12 " MAX.FROM ENDS OR GORNER5 ° To 12 " MAX.FROM ENDS OR CORNERS 22 MMI�NNII ��M�' 4.GONG.BLOCK TO BE FILLED SOLID® ANCHOR BOLTS. • ' 1/8"(pTHREADED ROD EMBEDDED SIDEGOVER 5/8°ANCHOR BOLT i ' S.G• I 1000-106-1-15 12 1/2" INTO CONCRETE 4.GONG.BLOCK TO BE FILLED SOLID® ANCHOR BOLTS. FL,.� TO DWELLING @ 4 O.G.(TWO STORY HOUSE) PORCH COLS TO HDR. ANY ROOF PITCH 1:12 OR GREATER CONSTITUTES AN ADDITIONAL STORY CONNECTOR NOTE! b'-5" 3'-4" 12'-I" ID'-2" I I'-3" 18'-q" ALL EXTERIOR WALLS BEHIND TUBS NOTE! 81.011 4 SHOWERS SHALL BE INSULATED 7 NOTE: $ FINISHED WITH GYP BD. BEFORE SMOKE DETECTOR d I. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND INSTALLATION OF FIXTURES. CARBON MANOXIDE DETECTOR P05T5 ABOVE. TO BE HARDWIRED DOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND 4 INTERCONNECTED STAIR WELL OPENING. 4 2. ALL 5TRUGTURAL GOL'5 THAT SUPPORT ANY HEADERS 4 NOTE! L.V.L., GIRDERS, ETG. SHALL BE SUPPORTED DOWN TO FOUNDATION, FT65, AND OTHER 5TRUGTURAL 2" x bill PECKING ATTIC ACCESS MUST BE BACKED 61RDER5 OR HEADERS A5 NEGE55ARY. 12" OVERHANG — — — — — — — — — — — — — — — — — — — — — — — — — — _ — — — — — — — — WITH R-10 RI61D INSULATION. 3. ALL PLYWOOD SHEATHING SHALL BE GONTINUOU5 — — — — — — — — — — — — — — — — — — — — *® ® ® © 5 FROM SILL PLATE TO TOP OF TOP PLATE, BEHIND ANY (2) 2" x 10" HDR 2 2" x D 3'-O" 2 2 x 8 HDR (2) 2" x lo" HDR _ PORCH 5.(� ROOF SYSTEMS, GARAGES, OR COVERED o SEAT — J � I � 15'-b" 10'-4" r — — ON cv tJl 1 D 1 �F � o / SYMBOL\\ SHOWER HEAD 10'-O" 12'-4" / z N� o az OEL ANDRAIL \ MA5TER 5 1�i�00M STH I x QI 1 \ q'-O" GL6. HT 1 — — — `� cN — VAULT LINE — — — — >A�x&" N Uo \ �J u 125 CFM O — 3' — — — 7u� I 1 _ lO 1 NEW GONSTRUGTION I/ — — � Z \ U— 51-oll 5- Ijo OI D m I I ROOM TO BE REMOVED o �C) x - I I � o DINING R w N KITGH�N < II'-o" GL6 .HT I EXIST"O STRUGTURE 5'-0" I I N TRUE VALLEY/VAULTED GLC m 11'-0" GLG .HT I I tv ® 1 <:a _ 2"x e"® Ib"O.G. \ � ELEG 25 GFM 1 ? _ NEW GONGRETE /� l . . SEOMENTED SHEAR WALL ROOF RAFTERS \�f' 5D A GL BATH 1 4'_0" 1 V r/ � 12'-0° 1 o FULL " 1 DESIGNATES DETAIL VIEW 1 ® Q4 \ 5-O GAB r �` � 2 x 8 ® I b O.G. � 1 ®yl LIN CEILING JOISTS 10 / DESIGNATES SHEET NUMBER / z _ X_ # \ 3 A ® = 2- 13/4" X q 1/2" LVL _ — — — - - - - - - - Q - - - - - - - - - - - - - - - - - - 2 xb"@ Ib O.G. _ N I GL GL N o Q X ROOF RAFTERS ° \ o DESIGNATES SEGTION VIEW _ r HALL OSDG X I > \ I �n 4 I z // I A GESS �� q'-0" GLC,. HT o r'.m. m I Q ( # O 6ARA6 GL o GL o w r — — Iq-2 I�u — — 4" GONG SLAB DESIONATES SHEET NUMBER `� 20-GFM. DOOR p 0 _ _ SEE ROOF PLAN ON SHEET 4 0�5 _ 5 ON WALLS AND GE LIN65 ® r DOUBLE GEILIN6 �z a! \ Q \ JOISTS AROUND ELEG. LIVINCS ROOM r ¢\ \ SEAL v r ATTIC AGGE55 S.D. G II'-0" GLG .HT r 1 a \ I I�O �� �J u I "n o Q-/ TRUE VALLEY/VAULTED GLG/ I O O= ELEG v Q / Q°' \ I / i \�+ cv r S.D. o ��DOOM 1 w \9 J r \ 1 q'-O" GLG.HT �i ® 2'- LL Lu N \��r � ��OOM p VAULT LINE / I „ r T q'-O" GLG. HT " T v N 0" r Iq'-O" \ V ULT LINE \ o P2'XI IO' (2) 2" x 12" HDR I - r/ � r I \�� �r I \P I / T Q ® ® ® ® \ L13- l2 2" X18" HDR (2 2" x 18" HDR 1 , \ El x 2 xb 2 xb �o O Q I Q (2)2" x 12" GDNT HDR 1- - - - - _ _ _ _ _ IOVER> G - - - - - - - - - - - -mI xl ' - — L — � ROOFO HANG - - - - - 6- - - - - - - - - N CANG�TOOP TURNED DOW POST NOTE! Q SHEAR WALL ATTIC ACCESS MUST BE BACKED SEE DETAILS ON SHEET 6 OF -1 WR WITH R-10 RI61D INSULATION. 2-2" x 8" HDG-3 7777777777.1 Ig m 214" 1'-3" l'-11" 2'-4" 8'-O" 2'-4" N 2q'-4" 20'-O" 12'-8, N 62'-0" m A 4 FRoposep f=LOOR FLAN " 2- 1 3/4" X q 1/2" LVL RIDGE INSTALL 6A5 FIREPLACE AS PER CONTINUOUS RIDGE VENT m 1/4"= I'- O" MANUFACTURERS SPECIFICATIONS. 1- c� Lu MANUAL ON SITE FOR BUILDING �� I 3 INSPECTOR TO REVIEW 2 x 4 COLLAR TIES ® I6 O.G. to 2- 1 3/4" X q 1/2" LVL RIDGEv 2" x 8" R.R @ 16" O.G. CONTINUOUS RIDGE VENT 1/2" PLYWOOD SHEATHING #15 FELT M1 2"x 4" COLLAR TIES @ 16' O.G. ASPHALT 5HINOLE5 (AS 5ELEGTED BY OWNER) 2" x 8" R.R ® I6" O.G. 1/2" PLYWOOD SHEATHING 2- 13/4" x q I/2" HIP RAFTER #15 FELT ASPHALT SHINGLES (AS SELEGTED BY OWNER) 12 12 2"x 8" CEILING JOISTS @ 16" O.G T_ 2"x 8" GEILIN6 JOISTS @ 16' O.G b 8[�7 Wi r 12" O.H. W } _ 11 II I II II II II II II I II II II II3" CONTINUOUS SOFFIT VENT o } w Z 2- 2"x 4" TOP PLATE - 11 I I I I I I I I I I I I I I I I I I I I I I I I 1► z uuuuu u uuu � �' DOUBLE LAYER OFv R-Iq INSULATION RAFTER TIES Z Z 2"x 4" STUDS @ 16" O.G. RUN PERPENDICULAR RAFTER TIES - 2- 2" " x 4TOP PLATE -1 IW/ 1/2" GYP BD DOUBLE LAYER OF—/ 0 2"x 4" STUDS © 16" O.G. Q F~-- Q I/2" PLYWOOD SHEATHING R-Iq INSULATION O R-13 INSULATION W/ M d U) Z VAPOR BARRIER RUN PERPENDICULAR 1/2" GYP5UM BOARD. I/2" PLYWOOD SHEATHING n N A 3/8" SHELTER WRAP E.P.5. BOARD W/ 1/2" GYP BD - VAPOR BARRIER VINYL 5101116 (A5 5ELE6TED BY OWNER) R-13 INSULATION W/ LIVING ROOM ° DINING ROOM 3/8" SHELTER WRAP E.P.S. BOARD I/2" GYPSUM BOARD. II'-0" GLG .HT - LIVING ROOM VINYL 5101116 (A5 SELECTED BY OWNER) 1 3/4 x q 1/2 TJI FLOOR J015T5 © I6 O.G. CL II-o GLG .HT 13/4" x q I/2" TJI FLOOR JOISTS @ I6' O.G. p 3/4" SUB FLOOR GLUED AND NAILED 3/4" 5UB FLOOR GLUED AND NAILED v z m -A p] I 6ARA6E FLOOR FIRE5TOP5 2" x 10" RIM JOIST Z -A O GARAGE FLOOR - v JBRIDGING RADE tu � 3-2" x 12" GIRDER SILL SEALER TERMITE SHIELD w II SILL SEALER Q ANCHOR BOLTS 1/2" DIA x 8" LONG ® 8' oc MAX Q TERMITE SHIELD R-30 IN50LATION R-30 INSULATION cn 2- 2"x 6" AGO SILL ANCHOR BOLTS 1/2" DIA x 8" LONG @ Vo, MAX ° Z \ 2"x 6" AGO SILL GLI-A'S 8-O" GL6.HT. DAMP PROOFIN6 O O to 2 x 4 SILL PLATE 8'-O" GLG.HT. \_3" COL.FILLED SOLID W/ 8" GONG FOUNDATION {- I- DAMP PROOFING a� 24" x 24" x 12" GONG FTG. I6"x 8".CONCRETE FOOTING q) 0 Q 8" GONG FOUNDATION (NP) w z z r I6"x 8" GONCRETE FOOTING p Z z — v r fY -i 1 1 d f(1 !L v d 1- Lll EL2 7" NOTE: O — DOUBLE ALL FLOOR JOISTS DHO NO UNDER PARTITIONS ABOVE. DOUBLE ALL FLOOR JOISTS / SECT I O I� VIEE 1 AND TRIMMERS AROUND V I EN 5 A STAIR WELL OPENING. SECTION a 9.07R 1000-106-11-15 1/4"- I'- 1/411= I'- o" r-LOOR J01575 AM S r:)r=7A1L5 LEAVE 1/16" - 3/16" CAP, 5" THRU ROOF DRAIN, WASTE VENT NOTE: 114" ABOVE ROOF WOOD I-JO15T NAIL TO 5 RECOMMENDATIONS DOUBLE HEADER J015T WEB BACKER BLOCK FROM EACH 211± MATERIALS FOR DRAIN,WASTE 4 VENT SHALL METAL JOISTINSTALLED TIGHT SIDE GOMPLY WITH TABLE P3002.1 DRAIN,WASTE d 4" HANGER TO BOTTOM OF TABLE P3111.3 SIZE OF COMBINATION WASTE 8 EXISTING EQ TOP FLANGE VENT PIPE. STACK FILLER BLOCK EQ. WOOD I-JOIST e 2"± X00 IGHT FIT--,,____ e e 2 I 2' _ _ _ o FILLER PANEL, NUMBER DOOR SIZE ZE DOOR T1'PE AMT. IF NEGE55ARY WEB STIFFENER e ��� ��� — — — — � — I— — — — — � � 1 3068 SWING EXTERIOR 2 LEAVE: I/I6" 3/16 CAP 1 1/4 1 1/2 3' 1 1/4" 3 1 1/4' WEB STIFFENER EACH - I I/2 I I I/2"I 2 3068 SWING 3/4 HR. S.G.F.P. 1 SIDE; MAY BE REQUIRED WOOD I-JOIST SEE MANUFAGTURER'S FOR J015T STABILITY, RECOMMENDATIONS 3 2668 SWING (INTERIOR) 4 HANGER COMPATIBILITY, OR JOIST REACTION) BEARING WALL ABOVE 4 2065 SWING (INTERIOR) I6 BEARING WALL BELOW FIRST FLOOR PETAIL E5 6068 SLIDER (EXTERIOR) I �� jj.�O. � 2" 2�� 3" 2�� I 3" 2„ G.O. 6 8070 O.H. GARAGE DOOR I WOOD I-JOIST GONt=TION N.T.S. VETA I L TO WOOD 1-JOIST HM DeTAIL NlEM STI MAILS N.T.S. WOOD I-JOIST 2 I SYMBOL R. O. D I M. W 1 NDON MODEL STYLE AMT. 2" x 6" SQUASH BLOGK5 DOUBLE-HEADER � A� 3'-2 I/8" x 4'-8 7/8" * ANDERSEN 3046 D.H. 4 SOLID WOOD III/2" I O BLOCK FILLER B 2-5 1/5" x 4'-& 7/8" ANDERSEN 2646 D.H. 3 BACKER BLOCK INSTALLED ' © 3'-0 1/0" x 3'-0 7/8" ANDERSEN 210210 D.H. I TIGHT TO BOTTOM OF TOP FLANGE. F A G.O. WASH I NCS © 2'-4 7/8" x 2'-0 5/8" ANDERSEN A251 AWNING I I I BASEMENT MACHINE: X © 7'-II 1/8" x 1'-6 5/8" ANDERSEN AFFW 8006 ARCH I 1 1/211' 3'-0" x 2'-0" SILVER LINE 3020 SLIDER 4 G.O. I — 4" G.I. HOUSE TRAP IN * WINDOWS MEET EGRESS REQUIRMENTS (SEE CARPENTRY NOTES) IT w/ STL COVERo THIS WINDOW MUST BE TEMPERED SAFETY GLASS WOOD STAIR z CARRIAGE O I. PROVIDE ATLEA5T (1) WINDOW (OR DOOR) IN EACH HABITABLE SPACE FOR EMERGENGY 0 4" G.I. METAL FRAMING ANCHOR ESCAPE. IN CONFORMANCE WITH N.Y.5. CODE SEG. R310 MIN OPENING OF 5.7 50. FEET AT EACH SIDE. Lu ( 5.0 5Q. FEET ® GRADE LEVEL WHEN GRADE TO SILL I5 LE55 THAN 44" OR LE55) W/ MINIMUM NET HEIGHT 24" AND MINIMUM NET WIDTH OF 20" ( OPERATION W/O NEED DEr A I L o.,I SER V I A6RAM FOR TOOLS) BOTTOM OF OPENING @ 44" MAXIMUM A.F.F. 3/4" RIM JOIST SEAL GDT PLYWOOD EXT. GRADE STAIR CAMI� CMTAIL N.T.S. 2. ALL WINDOWS MUST BE ANDERSEN - 400 SERIES INSTALL W/ FAGS GRAIN HORIZONTAL N.T.5 3. ALL WINDOW5 MUST HAVE A U-VALUE OF .35 OR LESS. WATER SUPPLY D15TRIBUTION NOTE: I.SERVICE FOR NEW BATHROOM WILL BE TAKE FROM THE EXISTING WATER SERVICE. WOOD I-JOIST AS RIM JOIST, NAILED TO TOP PLATE a, 2. WATER DISTRIBUTION PIPING 4 FITTING SHALL BELOW W/ 8d NAILS 6 O.G. GOMPLY WITH R.G.O.N.Y.5. TABLE P2g04.5 WATER DISTRIBUTION,FOR MATERIALS TABLE P2g04.(g PIPE FITTINGS,FOR MATERIALS. . WEB STIFFENER EACH SIDE IF NECESSARY. e / 0 TIMBER5TRAND LSL OR TJ-STRAND RIM BOARD ,0 WOOD I-JOIST 1:)r=TA I L BEARING WALL BELOW CANT. =TAIL N.T.5. i7ETA I L ;i cid RIM JOIST DSTAIL N.T.S. m I PLACE JOISTS TOGETHER (y AND NAIL FROM EACH 51DE HGP HIP FILLER BLOCKING /�_ -_ STAGGER ROWS FROM OPPOSITE OC, -� HGP HIP CLINCHED WHEN POSSIBLE. CORNER PLATE FULL LENGTH OF JOIST — — — — CORNER PLATE `� ��.\ e SIDES BY 6". I I � . e PETAIL ° I ROLA" JOIST GONSTRUGTION N.T.S. 0 ~ U 111 xo / HOLI)OAN GONEGTION a \\ RIDGE SUPPORT / I 5EGONP f-:L00R ATTACHMENT r 2 x 8 ® Ib O.G. — — — — 2- 13/4" X g 1/2" LVL RIDGE GONTINUOU5 RIDGE VENT 2 x 8 ® Ib O.G. I = } ROOF RAFTERS HRG GONNEGTOR — — — — — — — — — — — — — — — — — — — — — — — — — — — — &—HRG GONNEGTOR ROOF RAFTERS 1 "51MP50N" H009) OR o } w Z / \ "SIMPSON"GM5TGIb "5IMP50N"PH06 / \ 2-I6d COMMON NAILS O M O.G. Y I 12"BEARING ON 2-Ibd COMMON � / I 51MP50N L-60(2) EA. SIDE I NAILS® b"O.G. WALL STUD FOR FULL LENGTH 0 / u \ OF STUD - Z � � wtu o \ I BLOCKING® (I 1(1 Z /� o I _ _ _ (3) 1 3/4" x q 1/4" LVL _ _ I \ I ENDWALL � \ / OR BG® n � 9 � ra\� r/ I \\ uo I � + + I vz / +a o \ � I 2-I6d COMMON "51MP50N" H008 OR V � O / /1\ /i\ m N / I o \ 9� I m NAILS® b"O.G. "51MPSON" PHD6 z b\/ I a \ � N — \��� I FOR OF STUDL LENGTH -A I 10 I w O // fir I \ / I \ �o // 1 \\ I \ I KW — / % \ % \ I / 2"x 8"® I b"O.G. 1 2"x Vo 1 b"O.G. _ \ \ I Q F Z Q -I ROOF RAFTERS ROOF RAFTERS \ I Z v — 1- - - - - -i - - - - - � — � — - - - - - - - - - -1- - J - - - - - - - - O — GORHGPPHIP� - - -I- - - - - \- - - - - - - - - - - - HGP HIP O ~ Q — — — — CORNER PLATE Lu ROOF OVER ROOF b c I JU w 0 2"x 6 RIDGE- GONTINUOU5 RIDGE VENT f 0P0�7EP R00f PLAID (Y Wd 2"x 6" R.R @ 16" O.G. v Q ~ — I/2 PLYWOOD SHEATHING I/4 = I'- O' #15 FELT DWC NO ASPHALT SHINGLES A5 5ELEGTED BY OWNER PROVIDE VENTING IN ROOF OVER ROOF a S.G.T.M# 1000-106-1-15 2" X 6" RIDGE I E `4 "r0 K 57A7 L C7 CA 2" X 6" R.R. ® I6 O,G" 2" X 411 ELEGTRIGAL WORK WILL GoMFLY WITH THE RESIPENTIAL COPE 07 NCA YORK 57A7r: 2010 2 - 2" X S" HDR. 2" x 411 @ 16" O.G. GHPTi� 33 THi�OUGH 4:2 2 - 211 ,/ (oil TURNED DOHN P05T ENEROsr 57AR LAE L :� H®M iB DEGO GOL. 15U DEL I N 5 aDBEAD BOARD OR EQUAL COOLING EQUIPMENT A/G 14 5EER/12 EER a (MINIMUM) HEAT PUMP 14 5EER/12 EER&.5 H5PF COOLING EQUIPMENT ENERGY STAR QUALIFIED GA5 FURNACE 10 AFUE;OR (MINIMUM) ENERGY 5TAR QUALIFIED GAS OR OIL BOILER 55 AFUE;OR ENERGY STAR QUALIFIED 85 H5PF HEAT PUMP;OR OIL FURNACE 85 AFUE R-Iq INSULATION THERM05TAT ENERGY 5TAR LABELED PROGRAMMABLE RUN PERPENDICULAR OVER G.J. DUGTHORK LEAKAGE MAXIMUM: 6 GFM25/100 50.FT. OF CONDITIONED FLOOR AREA, GEILING J015T5 INSULATION MINIMUM: R-8 IN UNCONDITIONED 5PAGE5 ENVELOPE LEAKAGE 5 AGH50 MAXIMUM;COMPLETED THERMAL BYPA55 GHEGKLI5T FLAT CEILINC75 (MINIMUM) R-38 (R-30 HITH RA15ED HEEL TRU55 OR EQUIVALENT) R-ICI IN5ULATION N I BETWEEN GEILING J015T5 VAULTED CEILIN65(MINIMUM) R-30 (LIMITED TO 500 sglt.OF GEILING AREA) 2-2" x 4" TOP PLATE I � � �•T•S WALLS(MINIMUM) R-13 I/2" GYP BD. 7AFLOOR(MINIMUM) R-Iq STUDS PORTICO DETAIL TYP. BASEMENT OR GRAHL5PAGE HALLS (MINIMUM) R-10 GONTINUOU5 OR R-13 CAVITY z SLAB EDGE (MINIMUM) R-10 FOR 2 FEET MINIMUM 0 HINDOH5(MAXIMUM) U-FAGTOR HINDON5 <35 AND ANY 51-165;SKYLIGHTS<.60 AND < ANY } 5HGG WATER HEATER EF(MINIMUM) 6A5 OR OIL: 40 6AL=0.61/50 6AL=59/75 GAL=0.54 ( ) ATM, INSULATION MAIL—OR: IN5TANTANEOU5 WATER HEATER OR INDIRECT-FIRED STORAGE TANK HITH Rts SEAL BOILER LIGHTING AND APPLIANGE5 500 kWh OR 650 kl^6T 5AVING6 REQUIRED FOR ALL NYE5LH '`' • 'S / ELECTRICAL kWh 5AVIN65 USE A MINIMUM OF MECHANICAL VENTILATION AUTOMATICALLY CONTROLLED MECHANICAL VENTILATION SHALL BE INSTALLED TWO Sd NAIL5 THIS J u 1 - 51DE OF TRU55. ACCORDING TO NYE5LH TECHNICAL 5PEGIFIGATION5 /'J TOTAL 4 -Sd NAILS INTO TRU55, 6OMBU5TION 5AFETY TESTING REQUIRED FOR ALL NYE5LH(5EE NYE5LH TECHNICAL 5PEGIFIGATION5) • 2 - Ed NAIL5' INTO PLATES 14 S - Sd NAIL5 INTO STUD 5imp5on Strong-Tie m Z '4"'-1 2%A F I'm O"T E*R*' TIE m S11Sarong-llo H1 Z NTS. N Strong-W,nl1� ', a INSTALLATION �. .T Drill ng or cutgng hcics in Wood Strong-WrJ,r'is Rot oic,ved e'+sept a., - ����-- Strany-Nal!° shovm en pagrs 74.75 and hila A lona ale Hole Chart atached to tach,vau. --- • =�a�- • • Ts'Pirsl shim ihick�irss heh4een the SI'onD-14'at!tnd bop plates Or hca9er fT'D'3.3 -,Nr �;r,l'7' -- ---- --- '. F.avnr7Pl_(asISI K fi'or kss using S',mpson 5;runq-Tlsx'Strong UnvN,'+'/a''xG"scrE,vs :k'x3;ti.5{r �, l! �,I I �' + ;"„�_„•,,,g (SDS{.For adc t o u.shim thickncas,sea d=tail?+SWI un pa Te G£. (prrdrro • For holdu+ons,ner ASTM standards,aaclix bol'nuts should be j.,!, = w 1 ngFr-ti0h±plus to,,turn wCh a hand wmx)with considpraticn ! `;`'t Rasctl floor(-I F}walls are dssigred and tzs:ed for insttllati0n On[rp of raised tvOrd t nor civen to possi'ale'cturc v ood shr!•Ikage Care shmild Ce to,en to avoid rt It, sysLmS.All c and story applicat ons most use t e ra!setl=loci nodc!s.fta Seth near v,a!I; f•' W-�_-.t 1 m over-torcuing Thr.nu',an impact v,ran:h should riot he"sed. !i! +'`i+ ale com:utials'with beth sclid-sa',vn!un'ber and I-juial Ilaor systems S'mpson Strong-Tea •All raiser-floor walls mrnlre i th'or 3'end dist. cc flow corner for 1F'-,`' / f,i ;”} 't: Strong Crivee suev s{S^5)prs-ins-a".ed',n beth the top and bottmn u!the v,ali aurw for =� ; "` r LU era pest bearing plate. \. 1i fast inctalla-ion to t'nc:cp plate and 5or.rf.ming s!emsnts. V_ • SubflcOr oris[be cut out 10r end past hearing plalas in rairsd-floor � J�— � — 'r I 1 ,r'�r I ({� r 1 \ Raised-�Innr Walls are code listed for use on the secnrd hnor n'word liaht-franc ! " v and 2nd-s'er)+insist linos.Addi onal hea'iag p1 hs ava'able tiny • eonstruouon.SiutusOn StrOr. iB recommends the Simpsoa Slru"; lie ;akar Cavite, W ''1 1'','Sublor,r. IF b7 ° _ t,' i„+ ; i'J'; 7 4 P ` f •IVRIls ma,also be used in 2x6 wall framing Install(he sh-alh!ng side (SW-TUDiKT),Ga used at the Gid I'uUr to rr.n p,=nsate`Or Modshrinkag^and Se tl:ment die to read load. at tho exterior wall lint anU add furdnc t0 the interior formic s',de. •The SW-TUD11(1 t9'te-up devica Is rarommcnded for 2nd-storyI !! _ 1 if h RAISED Ji FLst-story vr.11s of a hvu-str,r app'ir,--tion may be eithcr standard of wised-year w,alis. i.•. ,,,)• i FLOOR WALL: iRs alla'Inns n order in comoen;ate for wood shr nkag,dud settlement F First-Story RAISED-FLOOR r► _ y CODES:ICG E5 ESR-12E/,f,,ly nI i A.1`11 2 427 Applicatio STRONG-WALLO: �� SVJ•TUDTKt1St-Story Installation I ” 68,,I J y ,I,�° NAMING SCHEME 1 I Tx rt A•tachlol,jpa'e noised Flon ' 4��4•��� r-�rI Sns'a,c scre,',s Rood Strong-Wall T r u _ lA'idih t ! --__� ;)+, ;P 1 =�-r f• � (in.J L Nominal Heigh{It.) •- ' :�(•'- ~ 5t:d `l it;;„3 ai, •+ � — Pr '�,'; der,+” r.;' i CAUTION: RAISED-FLOORz ` _ STRONG WALL PRODUCT DATA � • '+{` i %6'!'• �e� unlling or Getting a,2` v a� holes In Wood - - - -Ho!dawn ^AOlduwu lzz {2)R?35 _�iy I _ stronc-AtJl is not Number of 4 Q/ In Cear'�:>nPlabs _-�?r` �-,' Numbe AnrhorRclts Anchcritods a110dedPimEptas Madel W II T Fasteners '!4'x3'/'x Gia" '�3rz� __ shuv;n on .a,nc 747. Nu. rn I fasteners in 0%t Slory)' (2nd Slo,j)' Z t�- (prnvidec) - r n f )I{in) (In} Tip at Wan rn6ottam RA15E0• z 4 3 and the A le+vatic I a,Wali Cly. Model Qty,j DIa. ! FLOOR WALL: '( +', v �. s a, Hole hart attnchctl r t J t0 e2sh',va'I. SWtdxB RF j 78 tu 9,4£' 3.§ 9$US Y;'xW 13-SDS;.' 7 2 SW;,E!-e E Tel)Wall Of w TOP-OF-WALL CONNECTION ---T- - Two-Story 'iO Q SW24x3 RF ( 24 !9?,, 3;: 12-SUS".•;'x6" 16-SDS�a'x6" 2 SWA6'�e' r r _ �.-- 2 Stacked n :'r.'•..+ �.` I, , SWS2x8-Rr 32 !I!, V. 111 Z 93°. 3 h�16 SUS:a ff 1 2C-SDS;a XG' 2 SWhH%'s Z %e' I II1sfallation \ ly' (N(� ry SYMIt S-RF 1 4S 9a9i 3,h 24-SUS 1,4'x6 28-SnSY�G' 2 SWAb:re 2 1 ':' `J r`y'• ,r l •\ — „rFt- j� � .� ,v'� +,3 r 1 SW73x9-Rr i 1P '1D51•a 3',4 95'L53�'x6' 13-Sns,/a'x5 4 2---SWAb% y " �''I, r iii �0 SW24x9-Rr 2.1 u2, �. `�' I +'SII' 1 , I' i� i 1DGY. 3h 12 SDS x6' 1C-SD v.'x b`i 2 _ LL _.� 1\ I''." +'.. I•. — ... ------- S 5' 2 sWA I *:S. , - ! for nrtt lie SWa2r7-Rr 3£ iD;!: 3'.b 1G_SD£;Yr.6" 2C-SDS Y'x G" 2 5414\b?e 'L Te' - 1 SN4Rx9-RF 4E 1D54.� 3'.<r 21•AnSW"x6" 28-D°- std jI —hcddown to the 5 v li X5' 2 SV�P,PSb 2 m i;( 13',a•wrench! ancne•bolt _r Bearing Scckzt required Jsin by SYd24x10-R 24 11,711, 3: 112-£D^:•Yxt' 1b-SUS'4'x� 2 SWAP?M Pla ri for ia"nil pnvidec -- - - -.' ' �- Acd,onal2xx `^ p =� SVJ':2xin-R° a2 ,rr^ 3'.s I 15-SES 2f,-snS x6"i z SN,rADro 2 STANDARD U m7.'k ngrtuUi 7\i '1. T, SW43xlcRF aL t,r,� 3's 14 505' r.6' 2£-SDS.xy'! 2 S\R.t'.re 2 zc� WALL: m Bottom n inr compress10n �- ``�� ' ! - '�'\ R I.II h-strmc k•dianek:l anchors a ma,he re uired ic::,ve-sls a rrca•innsv,hnn ; OL lun:=tram Woo[ �':. ;, $ r.:• - 4�.w P!. ds 1i,uUJ 17s. D GP I t " ' �`:��'"' archo•e;eu "t fors a'.ra; g / d Wall of S:ronq-14aIP�aScv '+ ," :`�s;`-�•g, 2.ATI-threat uid net simriVpd idth visor 1 oor wa!ls.Minimum A.STGr A76 req wwc, TUJO•StOFY ! +,, ,}; Sea dPlall SrSW2 t `� ,; Desb�ne'mc:.t Laecdy d high-sirenalh all-U•cad rnr is••r un,d dcpendiny an It2d Stacked , •,d 2' O --�., on pag=.69. .,��. !,. :,��.. Installation RAISED-FLOOR STRONG-WALL": ': Q w 2nd-Story Installation BOTTOM-OF-WALL INSTALLATION 4 \tet UJ LJ o u--I z Q) $ T LU 5 NAL C�E7AILS o !9 � Q o m NTS. DHO No a S.G.T.M.# 1000-106-1-15 � N �� N®� � B1.OGIGII�S ® �w�LL CLIMATIC AND GEOGRAPHIC, DESIGN CRITERIA GENERAL FA5TENING SCHEDULE RIDGE-PLATFORM FRAMING ONLY ���1-� --- SPLICING OF TOP PLATE I. NO WORK 15 TO START UNTIL A PERMIT 15 OBTAINED FROM THE BUILDING [REFER TO TABLE R301.2(I)OF THE RESIDENTIAL CODE OF NEW YORK 5TATE RE51 DENT)AL CODE OF NEW YORK STATE WIND SUBJECT TO DAMAGE FROM ICE 5HIELD AIR DEPARTMENT. GROUND SEISMIC DESIGN 2. ALL WORK SHALL CONFORM WITH N.Y.S. UNIFORM FIRE PREVENTION AND BUILDING 5NOW LOAD CATEGORY FR05T LINE DE516N TEMP DER)AYMENT HAZARD FREEZING HIND 1.1 ED5 F CRITERIA. 6301.2 ()GTI U L REGIONS WHERE THE BASIC TOP PLATE SPLICE LENGTH OP PLATE 5PLIGE REQUIERMENT OP PLATE 5PLIGE REQUIERMENT SPEED (MPH) WEATHERING DEQ„ TERMITE DECAY REQUIRED INDEX WIND SPEEDS FROM FIGURE 83012 (4)EQUAL OR EXCEED 130 MILES PER HOUR FOR WIND-EXPO%RE5 646- FOR WIND -EXPOSURES BbG - GODE, 2015 IRG, 2016 UNIFORM CODE SUPPLEMENT AS WELL AS ALL OTHER CODES MODERATE SLIGHT TO (1-n.1 kmN SHALL BE DESIGNED IN ACCORDANCE WITH ONE OF THE FOLLOWING, ALL OTHER GASE5 ONE STORY SLAB ON GRADE TO HEAVY MODERATE REFERENCED THEREIN, AND LOCAL BUILDING CODES. 20 P5F 130 mph G SEVERE 3 FEET 15° YE5 oV1q 1500 ATTIC 3. ALL UNNOTED OR NONVISIBLE EASEMENTS OR CONDITIONS WHIGH SHALL AR15E 1.PLANS HAVE BEEN DE5I6NED IN ACCORDANCE WITH AMERICAN FORRE5T BUILDING MINIMUM 5PLIGE BUILDING MINIMUM 5PLIGE DURING THE COURSE OF CONSTRUCTION THAT DISAGREES WITH THAT INDICATED AND PAPER A550CIATION(AF7PA)-WOOD FRAME CONSTRUCTION ON THESE PLANS SHALL CAUSE THE CONTRACTOR TO STOP WORK AND NOTIFY TABLE R3ol.� DIMENSION ft LENGTH ft DIMENSION(ft) LENGTH(ft) THE HESEARCHPEGT 5 ENGINEER. SHOULD T FAIL TO FOLLOW THIS PROCEDURE AND ALLOWABLE DEFLECTION OF 5TRUCTURAL MEMBER5 MANUAL FOR ONE AND n-V FAMILY DWELLINGS(WFGM); BLOCKING 2 BAYS 12'-0" 21-011 121-011 31-011 CONTINUE TO WORK HE WILL THEN A55UME ALL RESPONSIBILITY AND LIABILITY MINIMUM UNIFORM D15TRIBUTED DESIGN LOADS ALLOWABLE BACK® 4'-0"O.G. - " I-ON ARISING THEREFROM. STRUCTURAL MEMBER Ib o 3=o Ib-0 4 0 [REFER TO TABLE 83015 OF THE RESIDENTIAL GODS OF NEW YORK STATE) DEFLECTION /� /� /� 4. NO DEVIATIONS OR CHANGES TO ANY PART OF THESE PLANS SHALL BE MADE UNLESS USE LIVE LOAD DEAD LOAD RAFTERS HAVING 5LOPE5 GREATER THAN 1.100 201-011 41-011 201-0" 51-011 FIR5T APPROVED BY THE ARCHITECT, ENGINEER AND BUILDING DEPARTMENT. WITH No FINISHED CEILING ATTACHED TO 5. DRY WELLS A5 REQUIRED BY STATE AND LOCAL CODES. EXTERIOR BALCONIES bo psf to psf RAFTERS INTERIOR WALLS AND PARITIONS H/180 SECOND FLOOR W-1 241-011 4'-0" 24'-01' b'-O" DECKS 40 psf 10 psf � �� � �� � �� � �� 5. ALL DIMENSIONS HEREIN ARE APPROXIMATE. NOT TO BE SCALED AND ARE SUBJECT FLOORS AND PLASTERED CEILINGS L/360 28-0 5-O 28-0 -O TO REVISION A5 PER ACTUAL FIELD CONDITIONS. THE DISCRETION OF THE OWNER, PASSENGER VEHICLE GARAGES 50 psf A5 PER PLAN AND A5 DIRECTED AND/OR APPROVED BY THE ARCHITECT OR ENGINEER. ATTICS WITHOUT STORAGE(ROOF BELOW 3 PITCH) to psf to psf ALL OTHER 5TRUGTURAL MEMBER5 U240 BLOCKING 2 BAYS 32'-O" b'-O" 32'-0" 8'-O" ATTIG5 WITH 5TORAGE(ROOF BELOW 3 PITCH) 20 psf 10 psf EXTERIOR WALL5 WITH PLASTER OR HOW �8� BACK® 4'-o" F1 O.G. 3b'-O" T'-0" 3b'-011 q1-0" 1. OWNER/ CONTRACTOR ARE RESPONSIBLE TO OBTAIN INSPECTIONS, APPROVALS, STUGC.O FINISH I TABULATED 5PLIGE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE CERTIFICATES, CERTIFICATE OF OGGUPANGY/COMPLETION AND U.L. APPROVAL. ROOMS OTHER THAN SLEEPING RooMis 40 psf 10 psf EXTERIOR WALL5--WIND LOAD5 a WITH U240 GONNEGTIOHE NAIL PAG) NAILS PER FOOT FOR SHORTER 5PLIGE _0 8-O .401-01, III-Olt SLEEPING ROOM5 30 sf 10 sf BRITTLE FINISHES S. THIS SET OF PLANS IS THE PROPERTY OF TERN DESIGN GROUP LLC. AND IS ©INTERIOR ZONE LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO p p �8 �� PROVIDE AN EQUIVALENT NUMBER OF NAILS FOR THE ONE PROJECT NOTED HEREIN ONLY (EVEN IF THI5 PROJEGT 15 NOT 5TAIR5 40 psf 10 psf EXTERIOR WALL5--WIND LOADS a WITH U120 50'-O" 10'-O" 50' 0" 13'-O" GON5TRUGTED).THE PLANS SHALL NOT BE ALTERED, REPRODUCED OR USED IN ANY WAY GUARDRAILS AND HANDRAILS 200 psf IO psf FLEXIBLE FINISHES ®PERIMETER ZONE FIRST FLOOR 2 TABULATED 5PLIGE LENGTHS A55UME A BUILDING LOCATED IN EXPOSUER B 60-0" 12'-0" 601-0" WITHOUT WRITTEN PERM155ION OR COMPENSATION OF TEHN DE51ON GROUP LLG. 12 ps O NOTE: L = 5PAN LENGTH,H = 5PAN HEIGHT. NOTE: ROOF LOADING(LIVE = GROUND SNOW LOAD - GABLE WALL 3 TABULATED 5PLIGE LENGTHS ARE BASED ON 8 FOOT WALL 70-0 14-0 l0-0Iql-011 g. THE ARCHITECT OR ENGINEER 15 NOT RETAINED FOR SUPERVISION OF WORK AND ADJUSTMENTS A5 PER TABLE R3015 OF THE 45psf ATTIC I.FOR GABLE ROOF5 100 TO 45° PITGHE5 (EDGE ZONE) BLOCKING 2 BAYS4 HEIGHT5 FOR OTHER WALL HEI6HT5,H THE TABULATED UNIT " RESIDENTIAL CODE OF NEW YORK STATE) 15 psf FOR a.THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN A5 0.1 BACK 0 4'-0" O.G. a LATERAL LOAD5 SHALL BE MULTIPLIED BY H/8 801-011 I6'-011 80'-O" 22'-01' 15 RESPONSIBLE FOR DESIGN INTENT ONLY. TIMES THE COMPONENT AND CLADDING LOADS FOR THE RRP05E 2.5EE FA5TENIN6 5GHEDULE A FOR NAILING 10. ANY MATERIALS OR WORKMANSHIP FOUND AT ANY TO BE DEFECTIVE SHALL BE OF THE DETERMINING DEFLECTION LIMITS HEREIN. IN EA.ZONE 4 TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL BE REMEDIED AT ONCE REGARDLESS OF ANY PREVIOUS IN5PEGTION5. 11. CONTRACTOR SHALL BE FAMILIAR WITH THE CURRENT GENERAL REQUIREMENTS OF STRAPPING SCHEDULE A ALL STANDARD AND SPECIALTY SYSTEMS / MATERIALS USED WITHIN THI5 NOTE: THI5 5GHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING 5TRA% THI5 PROJECT WITH THE M05T STRINGENT RECOMMENDATIONS / REQUIREMENTS (5EE SECTION FOR 5TRAPPIN6 AND REQUIREMENT5. NAILING AND STRAPPING ALL 5TRAPPIN6 TO BE 114 x I6 GAUGE 5TL TO BE FOLLOWED. SECTION FOR ROUGH OPENING FRAMING REQUIREMENTS) n n 12. IT 15 THE INTENT OF THESE PLANS TO EXPLAIN THE REQUIREMENTS OF THE PROPOSED ALL NAILING 15 A GENERAL SPEGIFIGATION IT APPLIES UNLESS NOTED OTHERWISE 51MP50N EQUIVALENT - G516Z (GOILED STRAP) L z CONSTRUCTION. HOWEVER FIELD CONDITIONS MAY ARISE DURING CONSTRUCTION 12" MIN. BEARING L/3 L/31111. 0 THAT MAY NOT HAVE BEEN EXHAUSTIVELY DETAILED. ROOF 4 GE I L I NG FRAMING 13. ANY AND ALL DI5GREPANGIE5 TO BE REPORTED TO ENGINEER. RAFTER TO TGP PLATE(TOE-NAIL) 5EE DETAIL PER RAFTER 14. WALL AND CEILING FINISHES SHALL BE IN AGGORDANGE WITH SECTION 8101 AND INSULATION CEILING J015T TO TOP PLATE(TOE-NAIL) 5EE DETAIL PER J015T SHALL BE IN A(GGORDANGE WITH SECTION 8316. AT MAX.. AT RAFTER To RIDGE CONNECTION ® EACH 15. INTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH 5EGTION 8102 AND CEILING J015T TO PARALLEL RAFTER(FACE-NAIL) 5EE DETAIL EACH LAP -PE NO NOTCHES_ - p FOR STRAP- 3 8d COMMON NAILS® EA.END OF STRAP RMITTED EXTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R103 CEILING J015T LAP5 OVER PARTITIONS(FACE-NAIL 2-I6d COMMON EACH LAP FOR NOTED GOLLAR/GLG TIE - 3 10d COMMON NAIL5® EA. I SEp L 16. THI5 PROJECT COMPLIES W/THE 2015 INTERNATIONAL RESIDENTIAL CODE AND COLLAR TIE TO RAFTER(FADE-NAIL 5EE DETAIL PER TIE D/6 MAX. P,%= MECHANICAL 5Y5TEM COMPLIES CHAPTER 12 THROUGH 23, BLOCKING TO RAFTER(TOE-NAIL) 2-Sd COMMON EACH END F PLUMBING SYSTEM COMPLIES CHAPTER 24 THROUGH CHAPTER 32, 12 ELECTRICAL SYSTEM COMPLIES CHAPTER 33 THROUGH CHAPTER 42 RIM BOARD TO RAFTER(END-NAIL 2-Ibd COMMON EACH END 51MP5ON 5TRONGTIE FLOOR JOI5T-CENTER GUT WALL FRAMING ALTERNATE HIZ AT RAFTER TO TOP PLATE TO STUD CONNECTION. ® Ib"O.G. 0/4 MAX. CARPENTRY: COLLAR TIE TOP PLATE TO TOP PLAT(FACE-NAIL) 2-Ibd COMMON PER FOOT I. ALL LUMBER SHALL BE D.F. #2 OR BETTER )UNLESS OTHERWISE NOTED (U.O.N.) FOR STRAP- � 8 d COMMON NAILS® EA. 00 TOP PLATES AT INTER5EGTION5(FACE-NAIL) 4-Ibd COMMON J015T-EA.51DE FOR TOENAILING- 5 8 d COMMON NAIL5 2. ALL LUMBER TO BE A MINIMUM OF W ABOVE FINISHED GRADE. (U.O.N) FOR G.J.TO R.R.- II 16 COMMON NAIL5(FDR 5 PITCH) 5TUD TO 5TUD(FAGS-NAIL) 2-Ibd COMMON 24"O.G. ALTERNATE 4 I6 d COMMON NAIL5(FOR S PITCH) 3. SILLS TO BE FLASHED (TERMITE SHIELD) W/ SILL SEAL. SILL TO BE A.G.Q. WOOD HEADER TO HEADER(FACE-NAIL) Ibd COMMON Ib" 0.6 ALONG EDGES CEILING TIE FOR CL OF EA.PLATE TO PLATFORM ABOVE - 1 16 d COMMON NAI1_5® Ib O.G. " D/3 MAX. 2- 2" x 6" U.O.N. TOP OF BOTTOM PLATE To STUD(END-NAIL) 2-I6d COMMON PER STUD 4. ALL JOISTS HANGERS TO BE "TECO" OR EQUAL, FULL SIZE. BOTTOM PLATE TO FLOOR J015T,BAND J015T, 5. DOUBLE HEADERS AND TRIMMERS ABOUT ALL OPENINGS. (U.O.N.) END J015T,OR BLOCKING(FACE-NAIL) 2-Ibd COMMON PER FOOT AT 5TUD To FLOOR A55EM13LY TO 511JD CONNECTION ® Vol'O.G. 6. DOUBLE JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS. N.O.N) FLOOR FRAMING (ONLY APPLIGIABLE FOR TWO STORY CONFIGURATIONS): „ J015T TO 51LL TOP PLATE OR GIRDER(TOE-NAIL 4-8d COMMON PER J015T MAX.D FROM 1. ALL BEAMS, GIRDERS, HEADERS, ETC. TO HAVE A MINIMUM OF 4 BEARING. FOR STRAP- 3 8 d COMMON NAIL5® EA.END OF STRAP SUPPORT FLOOR JOIST-END GUTS S. ALL WINDOWS TO BE IN CONFORMANCE W/ ATTACHED ENERGY STATEMENT W/ BRIDGING TO J015T(TOE-NAIL) 2-8d COMMON EACH END FOR CL OF EA.PLATE TO PLATFORM ABOVE 4 ® CL OF EA.PLATE TO MODELS NUMBERS ON PLANS. BLOCKING To J015T(TOE-NAIL) 2-8d COMMON EACH END ALTERNATE PLATFORM BELOW- 1 16 d COMMON NAILS® Ib" O.G. (t g. PROVIDE ATLEA5T (1) WINDOW (OR DOOR) IN EACH HABITABLE SPACE FOR EMERGENCY BLOCKING TO 51LL OR TOP PLATE(TOE-NAIL 3-I6d COMMON EACH BLOCK CONFIGURATION D ESCAPE. IN CONFORMANCE WITH 2015 I.R.G CODE SEG. R310 MIN OPENING OF 5.1 50. FEET LEADGER STRIP TO BEAM(FACE-NAIL 3-I6d COMMON EACH J015T ( 5.0 50. FEET @ GRADE LEVEL WHEN GRADE TO 51 LL 15 LE55 THAN 44" OR LE55) W/ J015T TO LEADGER TO BEAM(TOE-NAIL) 3-Sd COMMON PER J015T MINIMUM NET HEIGHT 24" AND MINIMUM NET WIDTH OF 20" (OPERATION W/O NEED BAND J015T To J015T(END-NAIL) 3-I6d COMMON PER J015T AT STUD TO FLOOR ASSEMBLY TO SILL PLATE(5)CONNECTION ® Ib"O.G. D/3 MAX. FOR TOOLS) BOTTOM OF OPENING @ 44 MAXIMUM A.F.F. FOR STRAP- 3 8 d COMMON NAILS® EA.END OF STRAP GNED 10. EXTERIOR WINDOWS ARE TO BE DESIIN ACCORDANCE WITH SECTION R60g. BAND J015T To 5ILLL OR TOP PLATE(TOE-NAIL) 2-I6d COMMON PER FOOT FOR OF EA.PLATE TO PLATFORM ROOF SHEATHING 1 ALL GLAZING SHALL COMPLY WITH SECTION 8308. BELOW- g 1F�d COMMON NAIL5® Ib O.G. N RAFTER CEILING JOISTS 11. 5TAIRWAY5 SHALL BE DESIGNED IN ACCORDANCE WITH SECTIONS 8311.5 TO 8311.5.1 5TRUGTURAL PANELS: (5EE GRAPHIGABOVE) ° 12. M015TURE VAPOR BARRIER 15 TO BE INSTALLED ON THE WARM-IN-WINTER 51DE OF THE INTERIOR ZONE 8d COMMON 12" O.G. PERIMETER ZONE 8d COMMON b"O.G. a "51MP5ON" LTP4 INSULATION IN ALL FRAMED WALLS, FLOORS, ROOF AND CEILINGS COMPRISING GABLE WALL EDGE ZONE bd COMMON " a (OR EQUAL) ELEMENTS OF THE BUILDING THERMAL ENVELOPE IN ACCORDANCE WITH SECTION N1102. CEILING 5HEATHING 13. ASPHALT SHINGLES ARE TO BE INSTALLED 9N ACCORDANCE WITH SECTION Rg05.2. D MAX. GYPSUM WALLBOARD 5d COOLERS V'EDGE/ 10"FIELD a a WALL SHEATHING ELECTRICAL: AT STUD To FLOOR ASSEMBLY TO SILL PLATES)CONNECTION - I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM TO THE 2015 STRUCTURAL PANELS Sd GOMMON b"EDGE/12" FIELD a SLAB ON GRADE APPLICATION: ® 32 O.G. 2 IN.MIN.FROM TOP m p INTERNATIONAL RE51DENTIAL CODE SECTIONS FOR ELECTRICAL CODE OF NEW YORK STATE. GYPSUM WALLBOARD 5d COOLERS �"EDGE/ lo"FIELD a a a AND BOTTOM OF JOIST r 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON COMPLETION a FOR STRAP- T d COMMON NAIL5 LON END OF STRAP PIPE OR CONDUIT I 0 FLOOR SHEATHING (SUBFLOOR) a FOR CL OF EA.PLATE TO PLATFORM BELOW- I L d COMMON NAILS Uj OF WORK. a 0 32"O.G. D(ACTUAL DEPTH) 0 TJU 3. ELECTRICAL WIRING AND EQUIPMENT TO COMPLY W/ CHAPTERS 34-43 5TRGTURAL PANELS IN OR LE55 8d COMMON b"EDGE/12" FIELD v GREATER THAN I" lod COMMON b"EDGE/6"FIELD TYPICAL $ ft "TAILS �ILS GUTTING DRILLING AND NOTCHING DETAIL AND LOCAL BUILDING DEPARTMENT. 4. SMOKE DETECTION AS PER N.Y.S. CODE SECTION 8314. OF JOISTS f(1 ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND HARD WIRED. 5. EXHAUST FOR THE CLOTHES DRYER SHALL. BE IN ACCORDANCE WITH SECTION MI502. 6. THE EXISTING ELECTRICAL SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF PROPOSED ADDITION. IF NOT, SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. FOUNDATIONS, GONGRETE AND MA50NARY: TABLE 8301.2.1.2 NAILING 4 STRAPPING @ EXTERIOR WINDOW/DOOR HEADER I. ALL FOOTINGS TO BEAR UPON FIRM, VIRGIN, UNDISTURBED 5o1L. WIND-BORNE DEBR15 PROTEGTION FASTENING 5GHEDULE NOS r 2. 501L A55UMED TO HAVE A MINIMUM BEARING CAPACITY OF (UTON /50. FOOT. FOR HOOD 5TRUGTURAL PANELS abed ALL STAIRS, HANDRAILS $ - RAILINGS SHALL COMPLY 3. FOOTINGS TO REST A MIN 3'-0" BELOW GRADE. U.O.N. STEP FOOTINC75 @ 1:2 RATIO W/ RGNY5 SEG. R-311 } W Z (I' RISE MAX) FASTENING 5GHEDULE B 4. WALLS TO BE POURED CONCRETE OF 51ZE AND REINFORCEMENT SHOWN ON z i � aL iv PLANS. (U.O.N) FASTENER 5PAGIN6 (INGHE5gb TOP PLATES Lav :S ROUGH OPENING FRAMING REQUIEREMENT5 FOR WINDOW OPENINGS 5. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL FIRST TIER OF FASTENER 4 FEET< b FEET< [IN ACCORDANCE WITH WOOD FRAME z ~ N z PANEL SPAN PANEL 5PAN PANEL 5PAN A W FRAMING OR PROPER BRACING IS IN PLACE. TYPE C,oNSTRUGTION MANUAL 2001 EDITION) < 4 FEET <6 FEET <S FEET 6. FOOTIN65 TO BE OF POURED CONCRETE OF 51ZE 5HOWN ON PLANS. NOTATION UJ BORED HOLE MAX. 41< DROUGH A B G D E F v DIA.40 PERCENT 1. ALL OPENINGS FOR C,5 FLUES, UTILITIES, ETC. TO BE FILLED 50LID WITH GONGRETE. No. b WOOD 5GREW BASED OPN5 Z OF STUD DEPTH ALL GIRDERS WITH BEAM POCKETS ARE TO BE STEEL SHIMMED W/ 1/2" SPACE @ ANCHOR WITH 2-INCH 16 10 8 SIDES AND ENDS. U.O.N. EMBEDMENT LENGTH B E 2'-0" 2 1-2"X 4' 1 I 1 1 < LU b. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH © 2b DAYS OF G No. 10 WOOD SGREW BASE „ z v /HARDHOOD OR STEEL HANDRAIL N 3,000 P.S.I. ALL EXTERIOR MATERIALS TO BE AIR-ENTRAINED. 4-0 4 I-2 x 4 2 2 2 2 , - „ 3,500 P.5.1. GARAGE SLAB / EXPOSED SLAB ON GRADE / POURED STEPS. ANCHOR WITH 2-INCH I6 12 CI ��1 . f=1NGER GLR. AND NOT 5/8 MIN.r0 EDGE � � m EMBEDMENT LENGTHO2-2 X 4 TO PROJEGT MORE THAN 4.5" -� M g. CONCRETE 5LAB5 TO REST UPON MINIMUM 6" OF FINE GRAVEL OR SAND WITH F b ' b 1-2;X b" 3 3 3 3 � FROM THE WALL. ° 5/8" MIN.TO EDGE V MINIMUM EMIL. POLY. V.B. (@ OCCUPIED SPACE) AND WITH REQUIRED INSULATION. Y4 -INCH LAG 5GEW BASED 2-2 X p IY O 10. ALL SLABS ABUTTING FRAMING FLASHED A5 DETAILED IN PLANS. ANCHOR WITH 2-IN6H 16 16 16 a'-o° LU S 1-2"x b„ 3 3 3 3 w NOTCH MUST NOT _ - EMBEDMENT LENGTH 101-011 10 2-2"X b" 4 4 4 4 EXCEED 25%OF O II. BRICK VENEER TO BE ANCHORED W/ (1) WALL TIE EVERY 32 O.G. VERTICALLY AND 5TUD DEPTH EVERY IS" O.G. HORIZONTALLY W/ FLASHED JOINT ® BRICK LEDGE OR RELIEVING ANGLE -� W/ WEEP HOLES @ 4'-0" O.G. MAX TO DIRECT ANY CONDENSATION TO THE EXTERIOR. I2'O" I2 2-2'x b" 5 4 5 4 BORED HOLES SHALL NOT BE IF HOLE IS BETWEEN 5T AND 60B - a OF STUD DEPTH,THEN STUD MUST BE � -11 a� l0" WOOD STRINGER, LOCATED IN THE SAME GR055 DOUBLED AND NO MORE THAN TWO Q I- � 12. APPLY (1) GOAT OF ASPHALTIC BASED DAMPROOFING TO EXTERIOR OF FOUNDATION a.This table Is based on 180 mph wind speeds and a 33 foot mean roof height. M TREADS, 8 RISERS, 5EGTION OF GUT OR NOTCH IN DOUBLE 1VE STUDS ARE DOUBLED Z -1 FROM FOOTING TO 2" ABOVE FINISHED GRADE,UNLESS WET SITE CONDITIONS EXCEED b.Fasteners shall be Installed at opposite ends of the wood structural panel. a STUD AND 50 BORED Z N c.Nails shall be Iod common or 12d box nalls. a . JACKS 3 KINGS CODE LIMITS. WRAPPED UNDER d. 13. THE MA50NARY CHIMNEY SHALL BE GON5TRUGTED IN ACCORDANCE WITH SECTION RI001. Where screws are attached to masonry oSILL PLATE masonry/stucco,they shall be � In attached utilizing vibration-resistant anchors having a minimum ultimate a 0 v 111 withdrawal capacity of 4q0 pounds. 1 I/4" NOSING NOTE: CONDITION FOR EXTERIOR AND BEARING WALLS. v Q PLUMBING, MEGHANIGAL, FUEL 665 G: p p NOTATION: w z r 1. PLUMBING TO COMPLY WITH 2015 I.P.G, 20115 I.M.G AND 2015 I.F.G.G. AND THE BUILDING DEPARTMENT. CHAPTER 3 BUILDING PLANNING MINIMUM WIDTH OF STAIRS TO BE 3-0DRILLING AND NOTCHING DETAIL 7 111Z T i 2. 51TE SANITARY SYSTEMS ARE TO GOMPLr WITH 5.G.D.H.5. REQUIREMENTS. 5EGTION R50I DESIGN GRITERIA A-NUMBER OF Bd NAIL5®EA.END OF STRAPPINGS(TABLE 3.?,P. 157)t (TABLE bA PAGE 316) 1 Q B-NUMBER OF 51H 5TU05-0N FLAT(DOES NOT APPLY TO DOORS)(TABLE5 3.23B,P. 1"13) OF STUDS -' W 11.1 < �I 3. PLUMBING, MEGHANIGAL, FUEL GAS SY5Ta15 SHALL COMPLY WITH THE RE51DENTIAL WOOD STRUCTURAL PANELS WITH A MINIMUM THIGKNE55 OF 3(e"AND A MAXIMUM 5PAN G-NUMBER OF FULL HEIGHT KING 5TUD5® EA.SIDE OF HEADER(TABLES 3.23G,P. Iq3) 5TH) DETAIL `' `� 8 1- SECTIONS FOR PLUMBING CODE (CHAPTER 25-32), MECHANICAL CODE (CHAPTER 12-23), OF FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO STORY BUILDING5. D-NUMBER OF Ibd NAIL5.END-NAILED THROUGH ADJACENT KING 5TUD TO END OF HEADER AND FUEL GAS CODE (CHAPTER 24) OF 2015 I.R.G PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE 4. ALL WASTE AND VENTS ABOVE FLOOR 5HIALL BE SCHEDULE 40 THICKNE55 PROVIDED.ATTAGHMENT5 SHALL BE PROVIDE IN AGGORDANGE WITH TABLE R30I.2.1.2 OR 5HALL ®EA.510E(TABLE 3.7,P.15?) d (TABLE bA PAGE 316) N.T.S. DWG NO SV CAST IRON BELL (HUB) AND SPIGOT BIELOW AND THROUGH CONCRETE. BE DE5I6NED TO RE515T THE COMPONENT5 AND CLADDING LOADS DETERMINED IN ACCORDANCE E-NUMBER OF JACK 5TUD5® EA.END OF HEADERS(TABLES 3.22F,P.141)A55UME DBL.HDR. 5. THE EX. HEATING/ A.G. SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF WITH THE PROVISIONS OF THE 2015 I.R.G. F-NUMBER OF Ibd NAIL5 END-NAILED THROUGH ADJACENT JACK STUDS TO ENE) D OF 51LL(5) ® EA.SIDE(DOES NOT APPLY r0 DOORS)(TABLES 3. ,P. 157)E (TABLE bA PAGE 316) PROPOSED ADDITION. IF NOT, SYSTEM SMALL BE UPGRADED TO MEET CODE COMPLIANCE. a S.G.T.M1000-106-1-15 CRIPPLE SHEAR WALL, 4x SHIM BLOCK S 1 BLOCKING AND STRAP _..___. •.,.� R 1,�.' - _ 4�ry - F 2015 WFCM BY OTHERS . . . . . . . . . . TABLES & PRESCRIPTIVE DESIGN LTP4 SPACING BY OTHERS easl`v to top ATTACH SDS SCREWS ATTACH SDS SCREWS - pl1CoS or t*,'.dcr t'1ilh Ta kll a .171 Segmented Shear Wall Sheathing Requirements for ' * '� TO BLOCKING � ,�� �,t prrr,)nt toii'v_j�ir11,'�$J^ TO SHIM BLOCK l l ��f ,� trC�rlCl-Ti0", Stro Ig [1-• ver Wind SOS ADJACENT FRAMING ADJACENT \ \ Connecto- 700-yr.Wind Speed BY OTHERS FRAMING 110 115 120' 130 140 150 160 1.70 180 195 BY OTHERS ' l 3-second gust (mpl1) v A J %kk/ Building Minimum Length of Full'HeightSheathing on Exterior Shear Walls CRIPPLE WALL RAKE WALL 4xSHIM BLOCK 5hear%Vail Line Beneath Dimension, i1,1AS L or W ft Perpendicular to Building Dimension,Lor W(ft) ��' 3.r-1 1, � Raaf & Ceiling12 1.S 2-02.2. 2.5 2.9 3..4 3.8 4.3 4,9 5.7 ALL NECESSARY FOR PANEL INSTALLATI If 3.4 3,5 4,S 5.1 5.8 6.5 7,6 PRE-ATrAGFEV OR PRO'VI 16 2.4 2.6 2.9 EXCEPT FOR TEMPLATE Ad V 201 3.0 3.3 3,6 4.2 4.9 5,.6 6.4 7.2 8.1 9.5 AWSHOR BOLTS. 24 7..9 _' 7 .11.4 29 4.2 4.6 5.0 5.9 6.9 .: , .,.: :�•....,.• ..---- )( 1� ��.� ti� 15 . .6.8, 9.0 .,. 10.1 11 � 7 $ 7 .4 13.3 �... _... 3z 4.S 5.3 5-$ 6." 7.$ 9.0 10.3 11.6 13.0 15.2 FACE 5 31/2' ,AL PA TRO 35 5.5 6.0 5.5 7.6 8.8 1Co.1 . 11.5 13.0 14.6 17,1 �SHEET SEE WALL PANEL # 40 6.1 6.6 7.2 8.5 9.8 11.3 12.8 14.S 16.2 19;0 ALLOWABLE ALLSHO FOR / �•�` ! u 50 7.6 8_3 9.0 10.6 12.3 14.1 16-0 18.1 20.3 X3..8 OPENIN65 OPENINGS 60 9.1 9.9 10.B 12.7 14.7 15.9 10.2 2.1.7 24.3 28.6 PRE-INSTALLED 5051/4'x10' SCREWS IIv( 70 10.6 11.6 12.6 14.9 17.2 19.7 22.4 25.3 28.4 33.3 l 13.2 14.4 1.6.0 39.6 22..5 25.6 28.n 32,4 38,1 FLOOR JOIST •1� f 1 - $0 12.1 (DE516N BY OTHERS) Roof,Ceiling,&.1 Floor 20 5.9 6.4 7.0 .2 9.5 10x.9 12..4 14.0 15.7 18.4 _ 24 7.0 7.7 S•4 9.$ 11.4 13..1 14.9 16.8 18.9 :22.1 I I/4"�I I/2" RIM JO *3I;10Ci3 1 Otlt l :r �M Ei�3'.r�0'�',rr1S�3rL* `1 weds. Ia tt 11 l 2� 8.2 9.0 5.8 1 5 lis 1�.3 17.4 19.6 22.0 25.8 }, .•..•. .. ..•. ....' �f an�h��bo!isr�� STANDARD STRONG-WALL RAISED FLOOR STRONG-WALL ,/ - ,.. _, T.-.., .. 511�1PSON LTP )cfca e.ire pour. � / ��r / ,+ nxte,t:,ion roll nd 4 4 101.3 11.2 13.1 15-2 17.5 19.9 22 . . .,.... .. 3z v. .4 25.1 29.5 '' � �� ,,, , w STANDARD STRONS-WALL MOD6.5 FRAMING y {�i;Mplr , 11tilis nIr, 35 10.6 11.5 1Z.6 14.5 1.7.1 19.6 Z2.4 25.2 28.3 33.2 (bC-516N BYO 'ti ' (� a 40 11.7 12.8 14.0 16.4 19.0 21..8 24.8 28.0 31.4 :36.9 - W H !IW T(IW MUDSILL NUMBER Of HOU70" �"L , 111 SET IF ON) WEIGHT a BLOCKING, 5 SIZE 4 MATERIAL J , SEAL 50 14.7 16.0 17.5 20.5 23.9 21.3 31.0 35.0 39.3 46.1 � �-TS 0103) AS RIM JOIST, STITCH NAILED TO '+ RIM JOIST W/3 ROWS OF 60 17.6 191.2 21.0 24.1. 28.5 32.7 37.'3 42.1 47.2 :56,3 SWIbxB 18 q3 1/4 3 I/2 2-5/600 21/6'0 65 SILL PLATE AND d' IOd X 2 I/2 LONG AT 3" O.G. 2�510'0 2110'0 (DES16N BY OTHERS) 5W24x& 24 831/4 31/2 / / ql 70 20.5 22,5 24.4 26.7 33.3 38.2 435• 49.1 55.0 ►64.6 �' •;'•'�. HORIZONTAL 80 23.5 23.7 27.9 32.5 38.0 43.7 49.7 5£.1 62.9 73.8 `.�2xb 32 431/4 3I/2 2,5/8'0 21/6"0 116 _ SW4&xb 46 q3 1/4 51/2 3,5/6'0 2=1/8'0 144 CONCRETE STEM WALL Roof, Ccilina, z floors 28 12.2 13.3 14.5 17.0 19.8 22.7 25.8 29.1 32.7 38.3 SW18xq 18 105 1/4 3 1/2 2-5/b'0 21/6.0 q4 (DES16N BY OTHERS) _. }y 32 13.9 15.2 116,6 19.5 22.61 25.9 29.5 33.3 37.3 43.8 SW24x4 24 105 1/4 3 1/2 2-5/b"O 2 1/800 101 Q -'• oa' o ° `c oft SW32xq 32 1051/4 31/2 2-5/&'O 2=1/8"O 128 36 15.7 17.1 1S.7 21.9 25.4 29.2 33.2. 37.4 42,0 49.3 -,: •� -' SW'4,8xq 4B 1051/4 31/2 3�/8'� 2?/8"4� 165 , 40 17.4 19.0 20.7 24.3 28-2 32,4 36.9' 41.6 46.6 .54,7 SW24x10 24 1171/4 31/2 2-5/&00 21/8'0 111 __ r•.,�_..� 50 21.8 23.8 25.9 30.4 35.3 44.5 46.1. 52.0 58.3 x68.4 5062x10 32 117 1/4 51/2 2-518'0 2-11b'0 134 SW4&x10 46 Irl 1/4 51/2 33/10"0 2�/bN0 I'll 60 26.1 23.6 31,1 36.5 42.3 48.6 55.3 62.4 '70,0 32,1 SW24x12x6 24 1411/4 5 1/2 2-5/b'4> 2-1/&040 187 70 30.5 33.3 36.3 42.6 49.4 56.7 64.5' 72A 81.6 95.8 SW32xl2xb 32 1411/4 51/2 2-5/b"0 2-1/800 201 So 34.8 38.1 41,5 4.8.7 56.4 64.3 73.7 83.2 93.3 109.5 SW46xl 48 1411/4 51/2 33/8'0 21/6"0 256 RAISED FLOOR STRONG-KALL MODELS Footnotes to Table 3.17A MODEL W NUMBER OF t of SETUP H OW T OW FASTENERS I FASTENERS I WE16W �W 3arrOM OF OP OF BOLTS Obs) 1 -C3rbulated sheothinp lengths assume studs are spaced o maximum of 16 inches o.•c. or exteriorwood structural panels are SWI 18 q3 1/4 51/2 15-WS 1/4x10 -W 1/4xb 2=1/8"m 85 ap;1lied ?,%.ith the long dimension across the studs,wa[Is are sheathed with 3,/8 inch wood structural panels on the exterior SW24x 24 q3 1/4 51/2 16-WS1/4x61 �.,D�' 1/4xb 2-1/8"40 ql m attached with 8d common ,nails at 6 inches o.c. at panel edges and 12 inches•o.+�.in the field,and 1 f 2?inch gypsum wallboard � 32 q3 1/4 3 I/2 20-WS I/4x61 1/4x6 2-1/8'0 IIb I 46 q3 I/4 3 I/2 26f.,DS I/4 I/4x10 21/10 0 144 N an tl7c int^ric,r attached with Sd claalfirr,ai'Is at 7 inches o.c.at panel.cd cs arrd ICJ inches o_c. as sGccificd insection 3.4.4..2. SW18xc1-RF 18 1051/4 31/2 13-50. 1/4x10 -�.,DS 1/4xb 2 1/8.0 q4 For ct f'er sheathing m�ateriars or sheathing confit a rations the tabulated Ienr th5 shall be multiplied bythe appropriate SW24x424 1051/4 31/2 16-W 1/4x10 I � 1/4x10 2-1/600 101 � sh eathin,; type ad ustment facto r in Table 3.17 D_ SI�B2xq 32 1051/4 51/2 20-505 1/4x61 1/4x10 21/8'0 128 - SW46xq 48 105 I/4 3 I/2 28-�.�' I/4 I/4x10 2 7/8'0 165 (� 2 P•.li�rilr.ur7J Icltig.th Of full htif;ht sheathinf; shall not be legis than tF,c rninimurr� r•c,aired to satisf',,thc'r.�a+cimulr: sl-,ear wall 4x1 24 Irl 1/4 51/2 I6-.�D�' 1/4xb I �.�' 1/4xb 21/W0 III :.i;f lr_rtt a:pcct ratio limitation in`i•abl�c 3.17D. 2x1 32 I17 1/4 51/2 20�5V5 I/4x61 I/4x6 21/8'0 134 3 'Total roof Span shall not exceed 35 feet based on 3.1.3.4.3. 6uildprig dimensions tip to 80 feet are shown in the second column xl 4b 117 1/4 5112 2,&- 1/4 1/4xb 21/b'0 I'll for u{.e%vith the iir,.ribed building provisions of 3.1.3.3c. 4 -T,�bL:3tcd s�-�r_•.at,1ing,IenFths, arc balcd on 10 foot v,,3lls and 10 foot trap plate-to-ridge heipht. For other configurations,theLU .,. .. m ti'aluc mov b multiplied by the adl°ustment factor bcl'o.�r, Roof Only Roof + 1 Floor Roof + 2 Flo ors .. LU x111 Wall Height $' 10' $' 1�Q' $' 10' , � :sW , s.,7:a,.. v TnpPlateto �'.. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Roof Pitch Ridge Height Adjustment Factor \ S,W,32x8 ry I In SA 32x8 t V- V 0. (flat) 0.35 0.43 0.58 0.72 0.66 0.91 i ` , \ I - - - - - - - - �'i .� ; z f 4� �J 6:12 5' 0.50 0.59 0.615 0.79 0.71 0.86 ° � 101 0.65 0.74 01.74 0.87 0.76 0.91 ? • \ o 5' 0.63 0.71 0.72 0,86 0.75 0.00 s` ;�� i € r N ►n 1D' 0.'32 1.00 4.87 1.60 0.85 1.00 : >6:12 i - 15' 1.21 1.29 1.01 1.14 0.95 1.111 I: `'; l I 1 , - - - - - - - - - - - - - � tu 2G, 1.40 1.58 1.15 1,29 1.04 MVP r . I rc: permittcd 5 10d box naris Gr equivalentt pneumatic nails'r;ith a nail diameter of at Ceast 0.131 in can besubs>tituted for 8d common nails. tu Table 3.2 Sill or. gotiorn Plate to Foundation Connectionrzxposur Requirements for Wind k i Assuan tions:Roof/Coiling Assernbl DL-15 sf, '�".'all DL - 121. plf m Ui..�1��Lo�ici � , y p ' ,....,_..�..-,.w.....-...,..-...�.-._..,.�..aM..., r'... .•r .-: 'r°4 is ,' „ � / I \ / I \ I S.W.32x8 + 124 130 143 -I-1 __\- - - - - - - ry v 0 m 760-yr. W;ncl Spced 3-second gust(mph) 11�} 115 Roof Required Capacity of Connection (p1f)"'-3" ,,..,-,r t.°,xxa +°i , :a, -1 - . .>���: " .'t,,r• w ` SITAR PSL LOCATION Foundation COL111cctions Span .4tar! 4-„w ` si i. `"'� Z Supporting U L 5 U L 5 U L 5 U L 5 U L 5 J .r r.:.r. _ 9 dry= ve 1.0. 0 _ pp $ (ft) .F3Nk r `:s. ; t.� • :i"rl 1 E I I ''" s�', r'e 4`;f• O O _1 12 - 13df. - * 1478 - * 16i}R 23 * 1881 49 * 21.8R LD _I 16 - - lt3 40 73 t't'.sl:-t xro9� r; 4 _, UJ zo - 6 23 58 6 .�, E t SYMBOL i• 61�� Q = '4 Bey ,s-- F � x, µ..awl.. Roof&1 =i•,t, i., c jst z4 - 16 35 76 1217 '� ,. _ _ Z N Floor - 28 6 27 48 94 .144 �"._ moi_ '11 .. ,....Y / �cwa�, fir;P uq; O V tH 32 14 37 61 112 .168 l - --_•_ �.+'l r. •r. NEW GONSTRUGTION t_ sill plate to 36 22 A:7 74 13.1 192 -'`` ---._,_ •1 � Foundation - _ .. .,, �t'�y"��rC9 - - - - TO BE REMOVED (Cra�ul Space�r 20 - 202R - 221R - 240R - 2828 24 3278 �. r'�'- b~_ -�w,,�_ ;'` - - - -n p w 0 - � 24 - - - 4 47 `'t"'"�`' EXIST'O STRUCTURE Z -t W 11.1 QI m fiasclnent} RQa#&;2 _ _ [L 0 v l� Q 1- � - !Floors 28 - 22 71 TOTAL BRACED LENGTH REQUIRED AS PER 2015 WFCI`K = 13 . 01 NEW GONGRETE 32 - - - 40 95 TOTAL EQUIVALENT BRACED LENGTH SSW15X8) = 2 .. 0 ' 01^10 NO 36 - - 1 58 119 TOTAL EQUIVALENT BRACED LENGTH SW32X8) = 7. (0 ' SHEAR PANEL - SIMPSON STRONG TIE (SW32x8) Z8 - Z70R 2a5FS - 3218 376x{ 4378 TOTAL BRACED LENGTH PROVIDEDP= 217 . 0 + �1�2 ,- 0 = 15 . 0 ' Roof&:3 3:2 - _ - _ 23 REFER TO SIMPSON STRONGTIE SPEC F CSTION OR INSTALLATION `Floor's 36 - - 4ir NOTE : SHEATHING METHOD - CS-WSP