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Home My WebLink About42559-Z Town of Southold 5/26/2020 P.O.Box 1179 a - �' 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41153 Date: 5/26/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 6125 CR 48,Mattituck SCTM#: 473889 Sec/Block/Lot: 139.-3-49 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/21/2016 pursuant to which Building Permit No. 42559 dated 4/11/2018 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 PORCH,REAR ENTRY LANDING, ATTACHED GARAGE AND UNFINISHED BASEMENT,PER ZBA DECISION#7034,DATED 03 -16-2017 AND DECISION#7145,DATED 04-05-2018,AS APPLIED FOR The certificate is issued to Lejon Enterprises Inc of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0027 04-15-2018 ELECTRICAL CERTIFICATE NO. 42559 03-12-2020 PLUMBERS CERTIFICATION DATED 03-11-2020 1&hn Rydej \4.1'r A&qt� ho '4q_ Signature SaFFot� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42559 Date: 4/11/2018 Permission is hereby granted to: Minhas, Riffat &Absar 140 Pinewood Cres PO BOX 7 Coram, NY 11727 To: to construct a new single family dwelling as applied for per SCHD and ZBA approvals. At premises located at: 6125 CR 48, Mattituck SCTM # 473889 Sec/Block/Lot# 139.-3-49 Pursuant to application dated 11/21/2016 and approved by the Building Inspector. To expire on 10/11/2019. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,443.60 CO -NEW DWELLING $50.00 otal: $1,493.60 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 Date. �� ,�. – - — New Construction: X Old or Pre-existing Building: (check one) Location of Property: ► D 1 M House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section l Block 0 --2.1 Lot Subdivision Filed Map. Lot: Permit No. z�5_7 - Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: // (check one) Fee Submitted: $ ( )� AppliAnf ignatu OF SOUr�,®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 � sean.devlin(D-town.southold.ny.us l�C®UN N BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Lejon Enterprises Inc Address: 6125 CR 48 City Mattituck st. NY zip: 11952 Budding Permit#. 42559 Section. 139 Block 3 Lot: 49 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: License No. SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 43 Ceiling Fixtures 17 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 7 Wall Fixtures 8 Smoke Detectors 4 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 22 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt 50A Ceding Fan Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect 2 Switches 37 4'LED Exit Fixtures Pump Other Equipment WAD, Fridge, Oven, DW, Micro Notes, Inspector Signature: ( Date: March 12, 2020 N � S.Devlin-Cert Electrical Compliance Form As Town(-fall Annex a�sa��yo� 54375 Main Road l Telephone(631)765-)8532 Box 1179 c Pax(63 i)765-9502 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD —C TIF1 CA-T1ON Date: Building Permit No. Z 6-.6-q , Owner: L 'O T-Ir'Iz-0 S-4-L 5 e� ��G (Please print) Plumber: -- (Please Tint) i I I � I I certify that the solder used in the water supply system contains less than 2/10 of I% f lead. � I i (Pluinl . 'igilature) Sword to before me avis (Jayd Of ! �lCl rC' 1 yi 20 Public,State of NewYork ' No.09 RY6258036 I Qualified in Suffolk County _�-r:rriissionExpiresMarchi9,20�,� t i I I SOF SO(/ly hod o� # # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPECTION [ FOUNDATION 1ST Alb [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: A I r A oll Ir.) DATE INSPECTOR *OF SO(/1,�, �o� o� # * TOWN OF SOUTHOLD BUILDING DEPT. `�courm, ' 765-1802 INSPECTION [ ] UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE /04A/1,61 c5 INSPECTOR LSA _ OP 50UlyO f TOWN- OF SOUTHOLD-BUILDING DEPT. - °`ycoutim,��'' 765-1802 IONFO7ROUIGH UNDATION1ST PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE-'& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: l � R S , DATE INSPECTOR # Z TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 [/N'SPEC ON FOUATION 1 ST GH PL13G. N 2ND- [ INSULATIOWCAULKING TRAPPING [ ] FINAL [ ] FIREPLACE& CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: - WAym& JAI�h dl Cil - DATE INSPECTOR �o,\XpF SOGTyo� L( [,Sr>701 G� I `� •� L �j # TOWN.-OF SOUTHOLD BUILDING DEPT. �`y�ourm 765-1802 :a INSPECTION [ ] FOUNDATION 1ST [ ] -ROUGH PLBG. [ ] FOUNDATION 2ND [" : ]- INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] -FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [[ ] PRE C/O REMARKS: / roj- / DATE_ INSPECTOR how o� # *q so TOWN OF SOUTHOLD BUILDING DEPT. courm, 765.1802 " INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL A(D [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] 'FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ` [ ] CODE VIOLATION [ ] PRE C/O REMARKS: s (� 3 � no� — P24 1 JA4wjjz , z t--� VIA w eA p n 4 _�W fkbvi C04 q(MAA(',1 M1PL,) e SIVVW,14 RV � - CIZ q&k4 _g,�p�(, r Moen,- Affl�m,- 5 WqAw W4 XPi Ins i�bl DATE 311-44701D INSPECTOR LEJON ENTERPRISES INC P.O. Box 277 East Setauket, N.Y. 11733 May 14,2020 To Whom It May Concern: Please be advised that the appliances for 6125 Middle Road CR 48, Mattituck,will be installed at the owners request either before or after closing. Respectfully, Lee Hoeffner, President John Bilello,Vice President COUNTY OF SUFFOLK STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF PUBLIC WORKS JOSEPH T.BROWN,P.E. COMMISSIONER TER DARNELL TYSON,P.E. PHILIP A.BERDOLT ERIC M HOFMEIS DEPUTY COMMISSIONER R CHIEF DEPUTY COMMISSIONER DEPUTY COMMISSIONER ' May 4,2020 LeJon Enterprise Inc. PO Box 277 East Setauket NY 11733 RE: Permit#48-2012—Garden Heights CR 48,Middle Road—SCTM#1000-139.00-03.00-049.000 County Treasurer has been authorized to refund your security in the amount of$2,000.00 To Whom It May Concern: This is to advise you that work under the above-referenced permit has been inspected and found to be completed in a satisfactory manner to this Department. Very truly yours, Ad.E:Jcdfi f'(.!&r Pre f v- Alexander J.Prego,P.E.,P.T.O.E. Director of Traffic Engineering AJP:RFH:KD:shd Cc: Town of Southold,Building Department SUFFOLK COUNTY IS AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER (631)8524081 335 YAPHANK AVENUE YAPBANK N.Y. 11980 FAx(631)8524079 2015 IECC Energy Efficiency Certificate Above-Grade Wail 16.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling/Roof 49.00 Ductwork(unconditioned 9pacaai: R n0 Window ,0.33 0.26 f Doo, 0.23 1 Nesting system:Aa enbca P_—AO+ln 95% Cooling system; Rn aCallan maw C-ft lac_ Wate,".at— 6lelee:�d Dat.:4-30-2_M cai6e»ille -- -�� r. ,� ;,� �,. ,; _ i �� J � - .� 1 .�.�.� s � � � � � �� nRdiGtvi.t lwsulAtioh.Sc�steaus NCR5 MTY3G5-WA4)A1 1 FACR"-^PARrr rEsrING 390 Mrddk/sped NY 11953 Axnrv�il��riNw[smEMS.mM R~INSUUT30NSKTFMS.COM CIU 6314191851-OEFIQ63]-9NQSDd-__ April 9,2020 Test Out Notice TAyr orn abn.irN- .l cam IO)1 J l" 4Ye+.o �~ r.4.is OrY44 � aaor 19'�^' -333/,W4 }O[S MCL[p1 YA.a�ppa Y,v aNYw i.y- .4Jin^ 1.SY J,' ire 433wrr.� .... M135 NLCYpell�:trylee� > ` MtliYfarrte.�:-{lr YiYrrN,H{MYau;Na w�.r-[trnhia la.r3rr t0[3 NCC YUI Y.12.3n[N � wMtHMYlmaa,4riNHl NEMS Maty B]&18012.TrsteJ anO Veri/ieA Ue:bovr t u ar.0 4 M~� •a ffiS�K r:B:ptM W t[Me AwtMonmy ft NE85 corer oWVmsip.rJ Gros WrM s96S. �• a _ Y J l xq-_ 1+ M i w.: (� j � i 'e ; � �� .< `. ��T i F' �. j I s _3 1 ,x: M� Manual S Compliance Report Job: BEL-01-2020 + wrightsoft® Date: Apr 25,2019 First Floor By: Anthony Jones Radiant Insulation Systems Plan: 16.62 390 Middle Country Rd,Middle Island,NY 11953 Phone 631-879-2851 Email AnthonyJ@Radiant[nsulSystems com Web WWW Radiant[nsulSystems Com Project • • For: Bilello 6125 County Road, Mattituck, NY 11952 Cooling Equipment Design Conditions Outdoor design DB- 84.3°F Sensible gain- 9763 Btuh Entering coil DB: 75.5°F Outdoor design WB: 71.7°F Latent gain: 905 Btuh Entering coil WB: 62.7°F Indoor design DB: 75.0°F Total gain 10668 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1324AJ1NA+RH1T2417STANJA Actual airflow: 800 cfm Sensible capacity: 16800 Btuh 172% of load Latent capacity. 7200 Btuh 795% of load Total capacity: 24000 Btuh 225% of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 16.0°F Heat loss. 19193 Btuh Entering coil DB. 69.6°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Oil boiler SS Manufacturer: Advantage ! Model: AO-4-125 Actual airflow: 800 cfm Output capacity: 149900 Btuh 781% of load Meets all requirements ofACCA Manual S. 1 -Fk Wrightsoft' 2020-Apr-30 12 46 42 �v► 4MBeNfBv Lue1W F wuyComp ny Right-Suite®Universal 2019 19 0.01 RSU25329 Page 1 PCGK cuments\Wnghtsoft HVAC\Bilello-Mattituck rup Calc=MJ8 Front Door faces S Manual S Compliance Report Job: BEL-01-2020 wrightsoft" Date: Apr 25,2019 Second Floor By: Anthony Jones Radiant Insulation Systems Plan: 16.62 390 Middle Country Rd,Middle Island,NY 11953 Phone 631-879-2851 Email AnthonyJ@Radiant Ins ulSystems.com Web WWW Radiant Ins ulSystems Com Project • • For: Bllello 6125 County Road, Mattituck, NY 11952 Cooling Equipment Design Conditions Outdoor design DB: 84.3°F Sensible gain: 8801 Btuh Entering coil DB: 78.1°F Outdoor design WB* 71.7'F Latent gain* 2594 Btuh Entering coil WB: 64.1°F Indoor design DB: 75.0°F Total gain: 11395 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1324AJ1NA+RH1T2417STANJA Actual airflow: 800 cfm Sensible capacity: 16800 Btuh 191% of load Latent capacity: 7200 Btuh 278% of load Total capacity: 24000 Btuh 211% of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 16.0°F Heat loss: 20259 Btuh Entering coil DB 0°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Manufacturer: Model- Actual airflow: 800 cfm Output capacity: 0 Btuh 0% of load Meets all requirements of ACCA Manual S. wrightsoft® 2020-Apr-30 12 46 42 pMllhVBabhmLLM1ha.YC^4n^Y Right-Suite®Universal 2019 19.0.01 RSU25329 Page 2 ACCA cumentslWrightsoft HVAC\Bllello-Mattituck rup Calc=MJ8 Front Door faces S Load Short Form Job: BEL-01-2020 wrightsoft® Date: Apr 25,2019 Entire House By: Anthony Jones Radiant Insulation Systems Plan: 16.62 390 Middle Country Rd,Middle Island,NY 11953 Phone 631-879-2851 Email AnthonyJ@RadiantlnsulSystems.com Web WWW Radiant InsulSystems Com Project • • For: Bilello 6125 County Road, Mattituck, NY 11952 Design Informat • Htg Clg Infiltration Outside db(°F) 16 84 Method Blower door Inside db(°F) 70 75 Shielding/stories 3 (partial) / 1 Design TD (°F) 54 9 Pressure/AVF 50 Pa/810 cfm Daily range - L Inside humidity (%) 50 50 Moisture difference(gr/lb) 45 32 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref. n/a Coil n/a AHRI ref. n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Low output baseboard 500 Btuh/ft Total cooling 0 Btuh Total low baseboard 0 ft Actual air flow 0 cfm High output baseboard 700 Btuh/ft Air flow factor 0 cfm/Btuh Total high baseboard 0 ft Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Baseboard (ft) CIgAVF W) (Btuh) (Btuh) Low High (cfm) First Floor d 1018 15649 9763 31 22 800 Second Floor d 782 11022 6549 22 16 800 Entire House d 1800 26671 16093 53 38 1600 Other equip loads 10142 545 Equip. @ 0.89 RSM 14858 Latent cooling 2335 TOTALS 1800 36813 17193 53 38 1600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2020-Apr-30 12 46 42 WrigFltsOft® Right-Suite®Universal 2019 19 0 01 RSU25329 Pa/,e 1 ` R.4•/Berlulwe NulMrry Coniperry cuments\Wnghtsoft HVAC\Bdello-Mattduck.rup Calc=MJ8 Front Door faces S J + 9 ® Load Short Form Job: BEL-01-2020 wri htsoft Date: Apr 25,2019 First Floor By: Anthony Jones Radiant Insulation Systems Plan: 16.62 390 Middle Country Rd,Middle Island,NY 11953 Phone 631-879-2851 Email AnthonyJ@RadiantInsulSystems corn Web WWW RadiantlnsulSystems Cam Project • • For: Bilello 6125 County Road, Mattituck, NY 11952 Design Information Htg Clg Infiltration Outside db(°F) 16 84 Method Blower door Inside db(°F) 70 75 Shielding/stories 3(partial) / 1 Design TD (°F) 54, 9 Pressure/AVF 50 Pa/810 cfm Daily range - L Inside humidity (%) 50 50 Moisture difference(gr/Ib) 45 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Advantage Make Rheem Trade Purepro Trade RHEEM Model AO-4-125 Cond RA1324AJlNA AHRI ref Coil RH1T2417STANJA AHRI ref 7507836 Efficiency 85.1 AFLIE Efficiency 12.0 EER, 14.5 SEER Heating input 175000 Btuh Sensible cooling 16800 Btuh Heating output 149900 Btuh 'Latent cooling 7200 Btuh Low output baseboard 500 Btuh/ft Total cooling 24000 Btuh Total low baseboard 31 ft Actual air flow 800 cfm High output baseboard 700 Btuh/ft Air flow factor 0.082 cfm/Btuh Total high baseboard 22 ft Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.92 ROOM NAME Area Htg load Clg load Baseboard (ft) CIgAVF (ft2) (Btuh) (Btuh) Low High (cfm) Great Room 290 4603 2719 9 7 223 Breakfast Room 72 1360 492 3 2 40 Foyer- Stairs 100 947 273 2 1 22 Dining Room 149 2295 972 5 3 80 Kitchen 148 1245 1841 2 2 151 Bathroom 1 34 931 426 2 1 35 Hall - Laundry 63 838 856 2 1 70 Bedroom 4 162 3430 2183 7 5 179 Calculations approved by ACCA to meet'all requirements of Manual J 8th Ed. , ® * wrightsoftm 2020-Apr-30 12 46 42 ��,,,■.,,n��,,K „ yam,,, Right-Suite®Universal 2019 19 0 01 RSU25329 Page 2 Armcuments\Wrights oft HVAC\Bilello-Mattituck rup Calc=MJ8 Front Door faces S First Floor d 1018 15649 9763 31 22 800 Other equip loads 3544 0 Equip. @ 0.89 RSM 8718 Latent cooling 905 TOTALS 1018 19193 9624 31 22 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Fk wrightsoft" 2020-Apr-30 12 46 42 Right-Sude®Universal 2019 19 0 01 RSU25329 page 3 cuments\Wnghtsoft HVAC\Bdello-Mattituck rup Calc=MJ6 Front Door faces S Wrl �7tS0ft®9 Load Short Form Job: BEL-01-2020 Date: Apr 25,2019 Second Floor By: Anthony Jones Radiant Insulation Systems Plan: 16.62 390 Middle Country Rd,Middle Island,NY 11953 Phone 631-879-2851 Email AnthonyJ@RadiantInsulSystems com Web WWW Radiant Ins ulSystems.Corn Project • • For Bilello 6125 County Road, Mattituck, NY 11952 Design e • Htg Clg Infiltration Outside db (°F) 16 84 Method Blower door Inside db (°F) 70 75 Shielding/stories 3(partial) / 1 Design TD (°F) 54 9 Pressure/AVF 50 Pa/810 cfm Daily range - L Inside humidity (%) 50 50 Moisture difference(gr/lb) 45 32 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make Rheem Trade n/a Trade RHEEM Model n/a Cond RA1324AJ1NA AHRI ref n/a Coil RH1T2417STANJA AHRI ref 7507836 Efficiency n/a Efficiency 12.0 EER, 14.5 SEER Heating input 0 Btuh Sensible cooling 16800 Btuh Heating output 0 Btuh Latent cooling 7200 Btuh Low output baseboard 500 Btuh/ft Total cooling 24000 Btuh Total low baseboard 22 ft Actual air flow 800 cfm High output baseboard 700 Btuh/ft Air flow factor 0.122 cfm/Btuh Total high baseboard 16 ft Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.77 ROOM NAME Area Htg load Clg load Baseboard (ft) CIgAVF (ftz) (Btuh) (Btuh) Low High (cfm) Bedroom 2 126 2665 1377 5 4 168 Bedroom 3 145 2861 1979 6 4 242 Common Bath 48 855 306 2 1 37 W.I.C. 1 45 0 0 0 0 0 Hall- Stairs 115 0 0 0 0 0 Master Bedroom 248 3386 2520 7 5 308 Master Bathroom 55 1257 366 3 2 45 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2020-Apr-30 12 46 42 wrightsoft� Right-Suite® Page Universal 2019 19 0 01 RSU25329 e 4 ` iTe4a lBeebhiv NalhaweY�m{amY ACCK , cuments\Wrightsoft HVAC\Bilello-Mattituck rup Calc=MJ8 Front Door faces S Second Floor d 782 11022 6549 22 16 800 Other equip loads 9236 2252 Equip. @ 0.89 RSM 7859 Latent cooling 2594 TOTALS 782 20259 10453 22 16 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. WI'IghtsOft- 2020-Apr-30 12 46 42 Right-Suite®Universal 2019 19 0 01 RSU25329 Page 5 cuments\Wnghtsoft HVAC1Bilello-Mattituck rup Calc=MJ8 Front Door faces S Component Constructions Job: BEL-01-2020 wrightsof ® Date: Apr 25,2019 Entire House By: Anthony Jones ,Radiant Insulation Systems Plan: 16.62 390 Middle Country Rd,Middle Island,NY 11953 Phone 631-879-2851 Email AnthonyJ@RadiantInsulSystems corn Web WWW Radiant InsulSystems Com Project • • For- Bllello 6125 County Road, Mattituck, NY 11952 Design Conditions Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 70 75 Elevation: 82 ft Design TD (°F) 54 9 Latitude- 41 ON Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 45.0 32.1 Dry bulb (°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Method Blower door Wet bulb( F) - 72 Shielding/stories 3(partial) / 1 Wind speed (mph) 15.0 75 Pressure/AVF 50 Pa/810 cfm Construction descriptions Or Area U-value Insul R Htg HTM Loss Cig HTM Gain ft' BtuhlR?°F ft?°F/Btuh Btuh/ft' Btuh Btuh/ft' Btuh Walls 12C-5sw-Frm wall,vnl ext, 1/2"wood shth,r-13 cav ins, 1/2"gypsum n 673 0 064 180 346 2324 077 516 board Int fnsh,r-5 ext bd Ins,2"x4"wood frm, 16"o c stud a 321 0.064 180 346 1109 077 247 s 456 0 064 180 346 1576 077 350 w 408 0 064 180 3.46 1410 0.77 313 all 1858 0 064 180 346 6420 077 1427 Partitions 12C-Osw Frm wall, 1/2"wood shth,r-13 cav Ins, 1/2"gypsum board 324 0 091 130 491 1592 076 245 int fnsh,2"x4"wood frm, 16"o c stud Windows 2 glazing,clr outr,argon gas,wd frm mat,clr low-e Innr,1/2"gap, 1/4" n 123 0 330 0 178 2183 807 989 thk 2 glazing,clr outr,argon gas,wd frm mat,clr low-e Innr, 1/2"gap, a 36 0 330 0 178 642 276 992 1/4"thk,NFRC rated(SHGC=0.26),6.67 ft head ht s 135 0.330 0 178 2406 140 1889 all 294 0 330 0 178 5230 132 3869 Doors 11 P0.Door,mtl pur core type s 21 0 290 105 157 329 673 141 Ceilings 16B-50ad Attic ceiling,asphalt shingles roof mat,r-50 cell ins, 1/2" 1041 0 020 500 108 1124 093 972 gypsum board Int fnsh Floors 19A-30bswp Fir floor,frm flr,10"thkns,hrd wd fir fnsh,r-30 cav Ins, 1018 0.034 300 154 1568 027 270 tight bsmt ovr 23 0 034 300 1.54 35 0.27 6 all 1041 0.034 300 154 1603 0.27 276 wrightsoft® 2020-Apr-30 12 46 42 ,v� „„ m„� Right-Suite@ Universal 2019 19 0 01 RSU25329 Page 1 PI�iC'I� cuments\Wrightsoft HVAC\Bilello-Mattituck.rup Calc=MJ8 Front Door faces S Component Constructions Job: BEL-01-2020 wrightsoft® Date: Apr 25,2019 Second Floor By: Anthony Jones Radiant Insulation Systems Plan: 16.62 390 Middle Country Rd,Middle Island,NY 11953 Phone 631-879-2851 Email AnthonyJ@RadiantInsulSystems com Web WWW Radiant InsulSystems Com Project • • For: Bilello 6125 County Road, Mattituck, NY 11952 Design, • • • Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 70 75 Elevation. 82 ft Design TD (°F) 54 9 Latitude: 41 ON Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 45.0 32.1 Dry bulb (°F) 16 84 Infiltration: Dally range(°F) - 15 ( L ) Method Blower door Wet bulb (°F) - 72 Shielding/stories 3 (partial) / 1 Wind speed (mph) 15.0 7.5 Pressure/AVF 50 Pa/810 cfm Construction descriptions Or Area U-value Insul R Htg HTM Loss Cig HTM Gain ft' Btuh/fl'--°F ft?°FBtuh Btuh/M Btuh Btuh/112 Btuh Walls 12C-5sw•Frm wall,vnl ext, 1/2"wood shth,r-13 cav ins,1/2"gypsum In 263 0.064 180 346 907 077 202 board Int fnsh,r-5 ext bd Ins,2"x4"wood frm, 16"o c stud a 207 0 064 180 3.46 715 0.77 159 s 231 0 064 180 3.46 798 077 177 w 207 0.064 180 346 715 077 159 all 908 0 064 180 346 3136 077 697 Partitions (none) Windows 2 glazing,clr outr,argon gas,wd frm mat,clr low-e innr,1/2"gap, 1/4" n 44 0 330 0 178 775 807 351 thk:2 glazing,clr outr,argon gas,wd frm mat,clr low-e innr, 1/2"gap, 1/4"thk,NFRC rated(SHGC=O 26);6 67 ft head ht s 75 0 330 0 178 1337 140 1049 all 119 0 330 0 17.8 2112 118 1400 Doors (none) Ceilings 16B-50ad.Attic ceiling,asphalt shingles roof mat,r-50 cell Ins,1/2" 782 0.020 500 108 845 093 730 gypsum board int fnsh Floors 19A-30bswp Fir floor,frm fir, 10"thkns,hrd wd fir fnsh,r-30 cav Ins, 23 0 034 300 154 35 027 6 tight bsrrit ovr 1 wrightsoft. 2020-Apr-30 12 46 42 Right-Suite®Universal 2019 19 0 01 RSU25329 Page 2 RCCA ...cuments\Wrightsoft HVAC\Bilello-Mattituck rup Calc=MJ8 Front Door faces S Component Constructions Job: BEL-01-2020 wrightsoft® Date:- Apr 25,2019 First Floor By: Anthony Jones Radiant Insulation Systems Plan: 16.62 390 Middle Country Rd,Middle Island,NY 11953 Phone*631-879-2851 Email AnthonyJ@Radiant]nsulSystems com Web WWW Radiant InsulSystems Com Project • • For: Bilello 6125 County Road, Mattituck, NY 11952 Design Conditions Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 70 75 Elevation: 82 ft Design TD (°F) 54 9 Latitude: 41 ON Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 45.0 32.1 Dry bulb (°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Method Blower door Wet bulb (°F) - 72 Shielding/stories 3 (partial) / 1 Wind speed (mph) 15.0 7.5 Pressure/AVF 50 Pa/810 cfm Construction descriptions Or Area 1.1-value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/ft?°F ft?°F/Btuh Btuh/W Muh BtuhIfF Btuh Walls 12C-5sw Frm wall,vnl ext, 1/2"wood shth,r-13 cav ins,1/2"gypsum n 410 0.064 180 346 1417 077 315 board int fnsh,r-5 ext bd ins,2"x4"wood frm, 16"o.c.stud a 114 0 064 180 3.46 394 077 88 s 225 0 064 18.0 3.46 778 077 173 w 201 0 064 18.0 3.46 695 077 154 all 950 0.064 18.0 346 3283 077 730 Partitions 12C-Osw.Frm wall, 1/2"wood shth,r-13 cav ins,1/2"gypsum board 324 0 091 130 4.91 1592 0.76 245 int fnsh,2"x4"wood frm, 16"ox stud Windows 2 glazing,clr outr,argon gas,wd frm mat,clr low-e innr,1/2"gap,1/4" In 79 0.330 0 178 1408 8.07 638 thk 2 glazing,clr outr,argon gas,wd frm mat,clr low-e innr,1/2"gap, a 36 0 330 0 178 642 27.6 992 1/4"thk,NFRC rated(SHGC=0.26),6.67 ft head ht s 60 0 330 0 178 1069 14.0 839 all 175 0.330 0 178 3119 14.1 2469 Doors 11 P0:Door,mtl pur core type s 21 0 290 105 15.7 329 6.73 141 Ceilings 16B-50ad Attic ceiling,asphalt shingles roof mat,r-50 cell ins, 1/2" 259 0 020 50.0 1.08 279 093 241 gypsum board int fnsh Floors 19A-30bswp.Flr floor,frm flr,10"thkns,hrd wd flr fnsh,r-30 cav ins, 1018 0 034 300 1 54 1568 027 270 tight bsmt ovr -Fkwrightsoft® 2020-Apr-30 12 46 42 „,w_'Z' Right-Suite®Universal 2019 19 0 01 RSU25329 Page 3 ACC-T\ cuments\Wrightsoft HVAC\Bilello-Mattituck rup Calc=MJ8 Front Door faces S ® Component Constructions Job: BEL-01-2020 wrightsoft Component Date: Apr 25,2019 Great Room By: Anthony Jones Radiant Insulation Systems Plan: 16.62 390 Middle Country Rd,Middle Island,NY 11953 Phone 631-879-2851 Email AnthonyJ@Radiant[nsulSystems com Web WWW Radiant InsulSystems Com Project • • For: Bilello 6125 County Road, Mattituck, NY 11952 Design C• • • Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature (°F) 70 75 Elevation: 82 ft Design TD (°F) 54 9 Latitude: 41 ON Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 45.0 32.1 Dry bulb (°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Method Blower door Wet bulb (°F), - 72 Shielding/stories 3 (partial) / 1 Wind speed (mph) 15.0 7.5 Pressure/AVF 50 Pa/810 cfm Construction descriptions Or Area 1.1-value Insul R Htg HTM Loss Clg HTM Gain T Btuh/ft'°F ft?°F/Btuh Btuh/1`12 Btu BtuhV Btu Walls 12C-5sw•Frm wall,vnl ext, 1/2"wood shth,r-13 cav Ins, 1/2"gypsum n 87 0 064 18.0 3.46 301 0.77 67 board Int fnsh,r-5 ext bd Ins,2"x4"wood frm, 16"o c stud s 87 0 064 180 346 301 0.77 67 w 201 0.064 180 346 695 077 154 all 375 0 064 180 346 1296 077 288 Partitions (none) Windows 2 glazing,clr outr,argon gas,wd frm mat,clr low-e Innr, 1/2"gap, 1/4" n 30 0 330 0 178 535 8.07 242 thk 2 glazing,clr outr,argon gas,wd frm mat,clr low-e innr, 1/2"gap, 1/4"thk,NFRC rated(SHGC=0.26),6.67 ft head ht s 30 0.330 0 178 535 140 420 all 60 0 330 0 178 1069 11 0 662 Doors (none) Ceilings (none) Floors 19A-30bswp,Fir floor,frm flr, 10"thkns,hrd wd flr fnsh,r-30 cav ins, 290 0 034 300 154 447 027 77 tight bsmt ovr wrights®ft`° 2020-Apr-30 12 46 42 w,�.mw� Right-Suite®Universal 2019 19 0 01 RSU25329 Page 4 /SCA cuments\Wrightsoft HVAC\Bllello-Mattituck.rup Calc=MJ8 Front Door faces S Component Constructions Job: BEL-01-2020 wrightsoft® Component Date: Apr 25,2019 Breakfast Room By: Anthony Jones Radiant Insulation Systems Plan: 16.62 390 Middle Country Rd,Middle Island,NY 11953 Phone 631-879-2851 Email AnthonyJ@RadiantlnsulSystems com Web WWW Radiant InsulSystems Com Project Information For: Bilello 6125 County Road, Mattltuck, NY 11952 Design Conditions Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 70 75 Elevation: 82 ft Design TD (°F) 54 9 Latitude: 41 ON Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 45.0 32.1 Dry bulb (°F) 16 84 Infiltration: Dally range(°F) - 15 ( L ) Method Blower door Wet bulb (°F) - 72 Shielding/stories 3 (partial) / 1 Wind speed (mph) 15.0 7.5 Pressure/AVF 50 Pa/810 cfm Construction descriptions Or Area 1.11-value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/ft?"F M-Tffltuh Btuh/fF Btu BtuhO Btuh Walls 12C-5sw.Frm wall,vnl ext, 1/2"wood shth,r-13 cav Ins,1/2"gypsum n 32 0 064 180 3.46 111 077 25 board Int fnsh,r-5 ext bd ins,2"x4"wood frm,16"o c stud Partitions (none) Windows 2 glazing,clr outr,argon gas,wd frm mat,clr low-e Innr,1/2"gap, 1/4" n 40 0 330 0 17.8 713 8.07 323 thk:2 glazing,cir outr,argon gas,wd frm mat,clr low-e Innr, 1/2"gap, 1/4"thk,NFRC rated(SHGC=O 26);6 67 ft head ht Doors (none) Ceilings (none) Floors 19A-30bswp Fir floor,frm fir, 10"Mrs,hrd wd fir fnsh,r-30 cav Ins, 72 0 034 30.0 1.54 111 027 19 tight bsmt ovr At- * wrightSoft, 2020-Apr-30 12 46 42 Right-Suite®Universal 2019 19 0 01 RSU25329 Page 5 /Q�iCA .cuments\Wrightsoft HVAC\Bilello-Mattltuck rup Calc=MJ8 Front Door faces S 0 Component Constructions Job: BEL-01-2020 Wlrlghtsoft® Date: Apr 25,2019 Foyer- Stairs By: Anthony Jones Radiant Insulation Systems Plan: 16.62 390 Middle Country Rd,Middle Island,NY 11953 Phone 631-879-2851 Email AnthonyJ@RadiantInsulSystems com Web WWW Radiant InsulSystems Com Project • • For: Bllello 6125 County Road, Mattituck, NY 11952 Design Conditions Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 70 75 Elevation. 82 ft Design TD (°F) 54 9 Latitude: 41 ON Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 45.0 32.1 Dry bulb (°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Method Blower door Wet bulb (°F) - 72 Shielding/stories 3(partial) / 1 Wind speed (mph) 15.0 7.5 Pressure/AVF 50 Pa/810 cfm Construction descriptions Or Area 1.11-value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/R?°F ft?°F/Btuh BtuhM2 Btuh Btuh/ft' Btuh Walls 12C-5sw Frm wall,vnl ext, 1/2"wood shth,r-13 cav ins, 1/2"gypsum s 42 0 064 180 346 145 077 32 board int fnsh,r-5 ext bd Ins,2"x4"wood frm, 16"o.c stud Partitions (none) Windows (none) Doors 11 P0-Door,mtl pur core type s 21 0 290 105 157 329 673 141 Ceilings (none) Floors 19A-30bswp Flr floor,frm fir, 10"thkns,hrd wd flr fnsh,r-30 cav Ins, 100 0 034 300 154 153 0.27 26 tight bsmt ovr i+= wrightsoft- Ri ht-Suite®Universal 2019 19 0 01 RSU25329 2020-Apr-30 12 Page 42 ..�,,h••".w.•,�•-w•. 9 Page 6 .4CCA cuments\Wrightsoft HVAC\Bllello-Mattituck.rup Calc=MJ8 Front Door faces S Component Constructions Job: BEL-01-2020 wrightsoft° Date: Apr 25,2019 Dining Room By: Anthony Jones Radiant Insulation Systems Plan: 16.62 390 Middle Country Rd,Middle Island,NY 11953 Phone 631-879-2851 Email AnthonyJ@RadiantlnsulSystems com Web WWW Radiant InsulSystems Com Project • • For: Bllello 6125 County Road, Mattituck, NY 11952 Design Conditions Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 70 75 Elevation- 82 ft Design TD (°F) 54 9 Latitude. 41'N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 45.0 32.1 Dry bulb (°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Method Blower door Wet bulb (°F) - 72 Shielding/stories 3(partial) / 1 Wind speed (mph) 15.0 7.5 Pressure/AVF 50 Pa/810 cfm Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/ft'--°F ft'-'FBtuh Btuh/ft' Btuh Btuh/ft' Btuh Walls 12C-5sw Frm wall,vnl ext, 1/2"wood shth,r-13 cav ins, 1/2"gypsum s 96 0.064 180 3.46 332 0.77 74 board int fnsh,r-5 ext bd Ins,2'x4"wood frm, 16"o.c stud Partitions 12C-Osw.Frm wall,1/2"wood shth,r-13 cav Ins, 1/2"gypsum board 96 0.091 130 491 472 076 73 Int fnsh,2'x4"wood frm, 16"o c stud Windows 2 glazing,clr outr,argon gas,wd frm mat,clr low-e innr, 1/2"gap, 1/4" s 30 0 330 0 178 535 140 420 thk•2 glazing,clr outr,argon gas,wd frm mat,clr low-e innr, 1/2"gap, 1/4"thk,NFRC rated(SHGC=0.26),6.67 ft head ht Doors (none) Ceilings (none) Floors 19A-30bswp Fir floor,frm flr,10"thkns,hrd wd fir fnsh,r-30 cav ins, 149 0.034 30.0 1 54 230 027 40 tight bsmt ovr wrightsoft® 2020-Apr-30 12 46 42 Right-Suite®Universal 2019 19 0 01 RSU25329 Page 7 htsoft HVAC1Bilello-Mattituck rup Calc=MJ8 Front Door faces S /4CCA currents\Wrig Component Constructions Job: BEL-01-2020 wrightsoft° Date: Apr 25,2019 Kitchen By: Anthony Jones Radiant Insulation Systems Plan: 16.62 390 Middle Country Rd,Middle Island, NY 11953 Phone 631-879-2851 Email AnthonyJ@RadiantInsulSystems com Web WWW Radiant Ins ulSystems Com Project • • For: Bilello 6125 County Road, Mattituck, NY 11952 -Design Conditions Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 70 75 Elevation 82 ft Design TD (°F) 54 9 Latitude: 41 ON Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 45.0 32.1 Dry bulb (°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Method Blower door Wet bulb(°F) - 72 Shielding/stories 3 (partial) / 1 Wind speed (mph) 15.0 7.5 Pressure/AVF 50 Pa/810 cfm Construction descriptions Or Area 1.11-value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/ft'°F ft'-°FBtuh Btuh/ft2 Btu Btu h/T Btu Walls 12C-5sw•Firm wall,vnl ext, 1/2"wood shth,r-13 cav Ins, 1/2"gypsum n 108 0 064 180 346 373 0.77 83 board Int fnsh,r-5 ext bd Ins,2"x4"wood frm, 16"o c stud Partitions (none) Windows 2 glazing,clr outr,argon gas,wd frm mat,cir low-e tnnr, 1/2"gap,1/4" n 9 0.330 0 178 160 807 73 thk 2 glazing,clr outr,argon gas,wd frm mat,clr low-e Innr,1/2"gap, 1/4"thk,NFRC rated(SHGC=O 26),6.67 ft head ht Doors (none) Ceilings (none) Floors 19A-30bswp Fir floor,frm fir, 10"thkns,hrd wd flr fnsh,r-30 cav Ins, 148 0 034 300 154 228 0.27 39 tight bsmt ovr ' Wrightsof[® 2020-Apr-30 12 46 42 Right-Suite®Universal 2019 19 0 01 RSU25329 Page 8 ACCK cuments\Wrightsoft HVAC\Bilello-Mattituck rup Calc=MJ8 Front Door faces S Component Constructions Job: BEL-01-2020 wrightsof ® Date: Apr 25,2019 Bathroom 1 By: Anthony Jones Radiant Insulation Systems Plan: 16.62 390 Middle Country Rd,Middle Island,NY 11953 Phone 631-879-2851 Email AnthonyJ@RadiantlnsulSystems com Web WWW RadiantlnsulSystems.Com Project • • For Bilello 6125 County Road, Mattituck, NY 11952 Design Conditions Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 70 75 Elevation: 82 ft Design TD (°F) 54 9 Latitude: 41 ON Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 45.0 32.1 Dry bulb (°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Method Blower door Wet bulb (°F) - 72 Shielding/stories 3 (partial) / 1 Wind speed (mph) 15.0 7.5 Pressure/AVF 50 Pa/810 cfm Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain it, Btuh/ft'--°F ft'-°F/Btuh Btuh/1t2 Btuh MOM Btu Walls 12C-5sw Frm wall,vnl ext, 1/2"wood shth,r-13 cav ins, 1/2"gypsum n 48 0 064 18.0 346 166 077 37 board int fnsh,r-5 ext bd Ins,2"x4"wood frm,16"o c stud a 51 0 064 180 346 176 077 39 all 99 0 064 180 346 342 0.77 76 Partitions (none) Windows 2 glazing,cir outr,argon gas,wd frm mat,cir low-e innr,1/2"gap, 1/4" e 6 0.330 0 178 107 276 165 thk.2 glazing,cir outr,argon gas,wd frm mat,cir low-e innr,1/2"gap, 1/4"thk,NFRC rated(SHGC=O 26),6 67 ft head ht Doors (none) Ceilings 16B-50ad.Attic ceiling,asphalt shingles roof mat,r-50 cell Ins, 1/2" 34 0 020 500 108 36 093 32 gypsum board int fnsh Floors 19A-30bswp Fir floor,frm fir, 10"thkns,hrd wd fir fnsh,r-30 cav Ins, 34 0 034 30.0 154 52 027 9 tight bsmt ovr .`, * WrightSOft- 2020-Apr-30 12 46 42 AQrt.ww, VA Right-Suite(g)Universal 2019 19.0 01 RSU25329 Page 9 14CCA .,cuments\Wrights-.t;, C\Bilello-Mattituck rup Calc=MJ8 Front Door faces. S Component Constructions Job: BEL-01-2020 wrightsoft® Date: Apr 25,2019 Hall- Laundry By: Anthony Jones Radiant Insulation Systems Plan: 16.62 390 Middle Country Rd,Middle Island,NY 11953 Phone 631-879-2851 Email.Anthony)@RadiantlnsulSystems corn Web WWW Radiant InsulSystems.Com Project Information For: Bilello 6125 County Road, Mattituck, NY 11952 Design Conditions Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 70 75 Elevation: 82 ft Design TD (°F) 54 9 Latitude: 41 ON Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 45.0 32.1 Dry bulb (°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Method Blower door Wet bulb (°F) - 72 Shielding/stories 3 (partial) / 1 Wind speed (mph) 15.0 7.5 Pressure/AVF 50 Pa/810 cfm Construction descriptions Or Area U-value Insul R Htg HTM Loss Cig HTM Gain ft' Btuhtft?°F ft?°F/Btuh BtuhAt' Btuh Bluhff Btuh Walls 12C-5sw Frm wall,vnl ext, 1/2"wood shth,r-13 cav Ins,1/2"gypsum n 54 0.064 180 346 187 077 41 board Int fnsh,r-5 ext bd ins,2"x4"wood frm, 16"o.c.stud Partitions 12C-Osw.Frm wall, 1/2"wood shth,r-13 cav Ins, 1/2"gypsum board 42 0 091 130 4.91 206 0.76 32 int fnsh,2"x4"wood frm,16"o c stud Windows (none) Doors (none) Ceilings 16B-50ad:Attic ceiling,asphalt shingles roof mat,r-50 cell Ins, 1/2" 63 0.020 500 108 68 0.93 59 gypsum board int fnsh Floors 19A-30bswp Fir floor,frm fir,10"thkns,hrd wd fir fnsh,r-30 cav Ins, 63 0 034 300 1.54 97 027 17 tight bsmt ovr wrightsoft- 2020-Apr-30 12 46 42 ti aM„...,<.�..".«....mRight-Suite®Universal 2019 19 0.01 RSU25329 Page 10 ACCP. cuments\Wrnghtsoft HVAC1Bilello-Mattituck rup Calc=MJ8 Front Door faces S Component Constructions Job: BEL-01-2020 - wrightsoft® Date: Apr 25,2019 Bedroom 4 By: Anthony Jones Radiant Insulation Systems Plan: 16.62 390 Middle Country Rd,Middle Island,NY 11953 Phone 631-879-2851 Email AnthonyJ@RadiantlnsulSystems corn Web WWW Radiant[nsulSystems.Com d- Project Inf6rmation For: Bilello 6125 County Road, Mattituck, NY 11952 Design Conditio'ns Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 70 75 Elevation. 82 ft Design TD (°F) 54 9 Latitude: 41 ON Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 45.0 32.1 Dry bulb (°F) 16 84 Infiltration: Dally range(°F) - 15 ( L ) Method Blower door Wet bulb (°F) - 72 Shielding/stories 3(partial) / 1 Wind speed (mph) 15.0 7.5 Pressure/AVF 50 Pa/810 cfm Construction descriptions Or Area 1.11-value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/ft'"F 1F°FBtuh Btuh/ft' Btu Btuh/ft' Btuh Walls 12C-5sw:Frm wall,vnl ext,1/2"wood shth,r-13 cav Ins, 1/2"gypsum n 81 0.064 180 346 280 0.77 62 board Int fnsh,r-5 ext bd Ins,2"x4"wood frm,16"o c stud a 63 0 064 180 346 218 077 48 all 144 0 064 180 3.46 498 077 111 Partitions 12C-Osw-Frm wall,1/2"wood shth,r-13 cav Ins,1/2"gypsum board 186 0 091 13.0 4.91 914 0.76 140 Int fnsh,2"x4"wood frm,16"o.c.stud Windows 2 glazing,clr outr,argon gas,wd frm mat,cir low-e Innr,1/2"gap,1/4" a 30 0.330 0 17.8 535 276 827 thk 2 glazing,clr outr,argon gas,wd frm mat,clr low-e Innr,1/2"gap, 1/4"thk;NFRC rated(SHGC=O 26),6.67 ft head ht Doors (none) Ceilings 16B-50ad:Attic ceiling,asphalt shingles roof mat,r-50 cell Ins, 1/2" 162 0 020 500 1 08 175 093 151 gypsum board int fnsh Floors 19A-30bswp.Fir floor,frm flr,10"thkns,hrd wd flr fnsh,r-30 cav ins,, 162 0 034 300 1.54 249 027 43 tight bsmt ovr Wrightsoft® 2020-Apr-30 12 46 42 �, Right-Suite®Universal 2019 19 0 01 RSU25329 Page 11 .4CCA cum ents\Wrightsoft HVAC1Btlello-Mattituck.rup Calc=MJ8 Front Door faces S Component Constructions Job: BEL-01-2020 wrightsof ® Date: Apr 25,2019 Bedroom 2 By: Anthony Jones Radiant Insulation Systems Plan: 16.62 390 Middle Country Rd,Middle Island,NY 11953 Phone 631-879-2851 Email AnthonyJ@Radiant]nsulSystems com Web WWW Radiant InsulSystems Cam Project • • For: Bilello 6125 County Road, Mattituck, NY 11952 Design Conditions Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 70 75 Elevation: 82 ft Design TD (°F) 54 9 Latitude 41 ON Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 45.0 32.1 Dry bulb (°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Method Blower door Wet bulb (°F) - 72 Shielding/stories 3 (partial) / 1 Wind speed (mph) 15.0 7.5 Pressure/AVF 50 Pa/810 cfm Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/ft'°F ft?"F/Btuh Btuh/ft' Btuh Btuh/112 Btu Walls 12C-5sw.Frm wall,vnl ext,1/2"wood shth,r-13 cav Ins, 1/2"gypsum n 102 0 064 180 3.46 353 0.77 78 board Int fnsh,r-5 ext bd Ins,2"x4"wood frm, 16"o c stud w 93 0 064 18.0 346 321 077 71 all 195 0 064 18.0 346 674 0 77 150 Partitions (none) Windows 2 glazing,clr outr,argon gas,wd frm mat,clr low-e Innr,1/2"gap,1/4" n 30 0.330 0 178 535 8.07 242 thk.2 glazing,clr outr,argon gas,wd frm mat,clr low-e Innr,1/2"gap, 1/4"thk,NFRC rated(SHGC=O 26),6.67 ft head ht Doors (none) Ceilings 1613-50ad Attic ceiling,asphalt shingles roof mat,r-50 cell Ins, 1/2" 126 0.020 50.0 108 136 093 118 gypsum board int fnsh Floors (none) wrightsoft® 2020-Apr-30 12 46 42 Right-Suite®Universal 2019 19 0 01 RSU25329 Page 12 /ICCI� cuments\Wrightsoft HVAC1Bilello-Mattituck rup Calc=MJ8 Front Door faces S Component Constructions Job: BEL-01-2020 wrightsoft° Component Date: Apr 25,2019 Bedroom 3 By: Anthony Jones Radiant Insulation Systems Plan: 16.62 390 Middle Country Rd,Middle Island,NY 11953 Phone 631-879-2851 Email AnthonyJ@Radiant]nsulSystems com Web WWW RadiantlnsulSystems Com Project, • • For: Bilello 6125 County Road, Mattituck, NY 11952 Design Conditions Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 70 75 Elevation. 82 ft Design TD (°F) 54 9 Latitude: 41 ON Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 45.0 32.1 Dry bulb (°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Method Blower door Wet bulb (°F) - 72 Shielding/stories 3 (partial) / 1 Wind speed (mph) 15.0 7.5 Pressure/AVF 50 Pa/810 cfm Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/ft2-°F ft'-°F/Btuh Btuh/ft' Btu Btuh/ft' Btuh Walls 12C-5sw Frm wall,vnl ext,1/2"wood shth,r-13 cav fns, 1/2"gypsum s 81 0 064 180 346 280 077 62 board Int fnsh,r-5 ext bd Ins,2"x4"wood frm,16"o c stud w 114 0 064 180 346 394 077 88 all 195 0 064 180 346 674 077 150 Partitions (none) Windows 2 glazing,clr outr,argon gas,wd frm mat,cir low-e Innr, 1/2"gap, 1/4" s 30 0 330 0 178 535 140 420 thk 2 glazing,clr outr,argon gas,wd frm mat,clr low-e innr, 1/2"gap, 1/4"thk,NFRC rated(SHGC=O 26),6 67 ft head ht Doors (none) Ceilings 16B-50ad Attic ceiling,asphalt shingles roof mat,r-50 ceil ins,1/2" 145 0 020 500 1.08 156 093 135 gypsum board fntfns h Floors 19A-30bswp F I r floor,frm fir, 10"thk ns,hrd wd fill fnsh,r-30 cav ins, 8 0 034 300 154 13 027 2 tight bsmt ovr wright30ft, 2020-Apr-30 12 46 42 Right-Suite®Universal 2019 19 0 01 RSU25329 Page 13 /�C� ,cuments\Wrightsoft HVAC\Bilello-Mattituck rup Calc=MJ8 Front Door faces S Component Constructions Job: BEL-01-2020 wrightsof ® Date: Apr 25,2019 Common Bath By: Anthony Jones Radiant Insulation Systems Plan: 16.62 390 Middle Country Rd, Middle Island,NY 11953 Phone 631-879-2851 Email AnthonyJ@RadiantlnsulSystems com Web WWW Radiant InsulSystems Com 'Project Information For: Bllello 6125 County Road, Mattituck, NY 11952 Design Conditions Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 70 75 Elevation: 82 ft Design TD (°F) 54 9 Latitude: 41°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 45.0 32.1 Dry bulb (°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Method Blower door Wet bulb (°F) - 72 Shielding/stories 3(partial) / 1 Wind speed (mph) 15.0 7.5 Pressure/AVF 50 Pa/810 cfm Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/ft'°F ft?°FBtuh Btu h/ff Btu Btuhtft2 Btuh Walls 12C-5sw.Frm wall,vnl ext,1/2"wood shth,r-13 cav Ins,1/2"gypsum n 75 0.064 180 346 259 077 58 board Int fnsh,r-5 ext bd Ins,2"x4"wood frm, 16"o c stud Partitions (none) Windows 2 glazing,clr outr,argon gas,wd frm mat,clr low-e mnr, 1/2"gap, 1/4" n 6 0 330 0 178 107 807 48 thk.2 glazing,clr outr,argon gas,wd frm mat,clr low-e Innr, 1/2"gap, 1/4"thk,NFRC rated(SHGC=O 26),6 67 ft head ht Doors (none) Ceilings 16B-50ad.Attic ceiling,asphalt shingles roof mat,r-50 cell Ins,1/2" 48 0 020 500 108 52 093 45 gypsum board int fnsh Floors (none) ® � wrightsoft® 2020-Apr-30 12 46 42 r� ,„„k.,„rk,„.„„ „,y.m„, Right-Suite®Universal 2019 19 0 01 RSU25329 Page 14 ACCk ...cuments\Wrightsoft HVAC1Bilello-Mattituck rup Calc=MJ8 Front Door faces S Component Constructions Job: BEL-01-2020 wrightsoft® Date: Apr 25,2019 W L . 7 By: Anthony Jones Radiant Insulation Systems Plan: 16.62 390 Middle Country Rd,Middle Island, NY 11953 Phone 631-879-2851 Email AnthonyJ@Radiant]nsulSystems com Web WWW Radiant InsulSystems Com 'Project • • For: Bilello 6125 County Road, Mattltuck, NY 11952 Design Conditions Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 70 75 Elevation: 82 ft Design TD (°F) 54 9 Latitude: 41 ON Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 45.0 32.1 Dry bulb (°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Method Blower door Wet bulb (°F) - 72 Shielding/stories 3(partial) / 1 Wind speed (mph) 15.0 7.5 Pressure/AVF 50 Pa/810 cfm Construction descriptions Or Area 1.1-value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/ft=°F ft'-°FBtuh Btuh/ft' Btu Btuh/ft' Btu Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings 16B-50ad Attic ceiling,asphalt shingles roof mat,r-50 cell ins,1/2" 45 0 020 500 1 08 49 093 42 gypsum board Int fns Floors (none) ® WrightsOftm 2020-Apr-30 12 46 42 �e Right-Suite®Universal 2019 19 0 01 RSU25329 Page 15 ACCT\ ..cuments\Wnghtsoft HVAC\Bilello-Mattituck rup Calc=MJ8 Front Door faces S ® Component Constructions Job: BEL-01-2020 wrightsoft �" Date: Apr 25,2019 Hall- Stairs By: Anthony Jones Radiant Insulation Systems Plan: 16.62 390 Middle Country Rd,Middle Island,NY 11953 Phone 631-879-2851 Email AnthonyJ@RadiantInsulSystems com Web WWW Radiant InsulSystems Com Project • • For: Bllello 6125 County Road, Mattituck, NY 11952 Design C• • • Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 70 75 Elevation: 82 ft Design TD (°F) 54 9 Latitude: 41 ON Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 45.0 32.1 Dry bulb (°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Method Blower door Wet bulb(°F) - 72 Shielding/stories 3 (partial) / 1 Wind speed (mph) 15.0 7.5 Pressure/AVF 50 Pa/810 cfm Construction descriptions Or Area 1.1-value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/ft'-°F ft?°FBtuh Btuh/R' Btuh Btuh/ft' Btuh Walls 12C-5sw Frm wall,vnl ext, 1/2"wood shth,r-13 cav ins, 1/2"gypsum s 48 0 064 180 346 166 077 37 board Int fnsh,r-5 ext bd ins,Tx4"wood frm, 16"o c stud Partitions (none) Windows 2 glazing,clr outr,argon gas,wd frm mat,cir low-e Innr, 1/2"gap, 1/4" s 15 0 330 0 178 267 140 210 thk.2 glazing,cir outr,argon gas,wd frm mat,clr low-e Innr, 1/2"gap, 1/4"thk,NFRC rated(SHGC=O 26),6.67 ft head ht Doors (none) Ceilings 16B-50ad Attic ceiling,asphalt shingles roof mat,r-50 cell Ins, 1/2" 115 0.020 50.0 108 124 0.93 107 gypsum board int fnsh Floors 19A-30bswp Fir floor,frm fir, 10"thkns,hrd wd flr fnsh,r-30 cav Ins, 5 0 034 300 154 7 027 1 tight bsmt ovr + wrightsoft- 2020-Apr-30 12 46 42 ✓ ,,^� a„„,.,o, „a„ mw� Right-Suite(E)Universal 2019 19 0 01 RSU25329 Page 16 .SCCA cuments\WrightsoftYHVAC\Bllello-Mattituck rup Calc=MJ8 Front Door faces S Component Constructions Job: BEL-01-2020 wrightsof ® Date: Apr 25,2019 Master Bedroom By: Anthony Jones Radiant Insulation Systems Plan: 16.62 390 Middle Country Rd,Middle Island,NY 11953 Phone 631-879-2851 Email AnthonyJ@Radiant]nsulSystems com Web WWWRadiantlnsulSystems Com Project • • For: Bilello 6125 County Road, Mattituck, NY 11952 Design Conditions Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 70 75 Elevation: 82 ft Design TD (°F) 54 9 Latitude: 41 ON Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 45.0 32.1 Dry bulb (°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Method Blower door Wet bulb (°F) - 72 Shielding/stories 3 (partial) / 1 Wind speed (mph) 15.0 7.5 Pressure/AVF 50 Pa/810 cfm Construction descriptions Or Area 1.1-value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/ft'--°F ft?°F/Btuh Btuh/ft' Ruh Btuh/ft' Btuh Walls 12C-5sw:Frm wall,vnl ext, 1/2"wood shth,r-13 cav Ins,1/2"gypsum a 159 0.064 180 346 550 077 122 board int fnsh,r-5 ext bd Ins,2"x4"wood frm, 16"o c stud s 102 0.064 180 346 353 077 78 all 261 0 064 18.0 3.46 902 077 200 Partitions (none) Windows 2 glazing,clr outr,argon gas,wd frm mat,clr low-e innr, 1/2"gap, 1/4" s 30 0 330 0 178 535 140 420 thk*2 glazing,cir outr,argon gas,wd frm mat,cir low-e innr, 1/2"gap, 1/4"thk,NFRC rated(SHGC=O 26);6.67 ft head ht Doors (none) Ceilings 16B-50ad Attic ceiling,asphalt shingles roof mat,r-50 cell ins, 1/2" 248 0.020 50.0 1.08 268 0.93 232 gypsum board int fnsh Floors 19A-30bswp Fir floor,frm fir, 10"thkns,hrd wd fir fnsh,r-30 cav Ins, 10 0 034 30.0 1 54 15 0.27 3 tight bsmt ovr Wrlght5oft, 2020-Apr-30 12 46 42 Right-Suite®Universal 2019 19 0 01 RSU25329 - Page 17 ACCP ..cuments\Wrightsoft HVAC\Bilello-Mattduck rup Calc=MJ8 Front Door faces S Component Constructions Job: BEL-01-2020 wrightsof ® Date: Apr 25,2019 Master Bathroom By: Anthony Jones Radiant Insulation Systems Plan: 16.62 390 Middle Country Rd,Middle Island,NY 11953 Phone 631-879-2851 Email AnthonyJ@RadiantlnsulSystems com Web WWW Radiant InsulSystems Com Project • • For: Bilello 6125 County Road, Mattituck, NY 11952 Design Conditions Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 70 75 Elevation: 82 ft Design TD (°F) 54 9 Latitude: 41°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 45.0 32.1 Dry bulb (°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Method Blower door Wet bulb (°F) - 72 Shielding/stories 3(partial) / 1 Wind speed (mph) 15.0 7.5 Pressure/AVF 50 Pa/810 cfm Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/ft'--°F ft?°FBtuh Ruh& Muh Bluh/fl= Btuh Walls 12C-5sw Frm wall,vnl ext, 1/2"wood shth,r-13 cav ins, 1/2"gypsum n 86 0 064 180 3.46 295 077 66 board Int fnsh,r-5 ext bd Ins,2"x4"wood frm, 16"o.c.stud a 48 0.064 180 346 166 077 37 all 134 0 064 180 3.46 461 0.77 103 Partitions (none) Windows 2 glazing,clr outr,argon gas,wd frm mat,clr low-e Innr, 1/2"gap, 1/4" n 8 0 330 0 17.8 134 807 61 thk 2 glazing,clr outr,argon gas,wd frm mat,clr low-e Innr, 1/2"gap, 1/4"thk,NFRC rated(SHGC=0.26),6.67 ft head ht Doors (none) Ceilings 16B-50ad Attic ceiling,asphalt shingles roof mat,r-50 cell ins, 1/2" 55 0 020 500 1.08 60 093 51 gypsum board Int fnsh Floors (none) ' wrightsoft, Right-Suite(g)Universal 2019 19 0 01 RSU25329 2020-Apr-30 12 46 42 e„• .w�,>mw 9 Page 18 RCCA cuments\Wrightsoft HVAC1Bdello-Mattituck rup Calc=MJ8 Front Door faces S N Level 1 �MwtiMlti� i "cfm 11 I .✓-""^..Q7 18 cfm rr" Wvw Great Room I l l � ^, tile,,,^ !' A ....^^^, \48 "" 0 cfm Foyer-Stairs !� Br akfast Room 00,cf I ! i' a j 151 cfm Dining Room p{ I ihen v i , I '--A13— J7 ` 0 cfm 48 cfm Garage j Bathroom 1 Bedroom 4 18 , f t? Job#: BEL-01-2020 Radiant Insulation Systems Scale: 1 : 80 Performed by Anthony Jones for: Page 1 Bdello 390 Middle Country Rd Right-Suite®Universal 2019 6125 County Road Middle Island, NY 11953 19001 -32429 2020-Apr-300 112 47 01 Mattituck, NY 11952 Phone: 631-879-2851 oftHVAGIBilello-Mattituckrup WWW.Radiant Ins ulSystems.Corn AnthonyJ@Ra... N Level 2 1 3 cfm Bedroom 2 0" DAO Hall-Mairs 34'-0" VVIR i ommon Bat Master B-7roomy —:, " .91 y Master Bathro d1 1' "fm� V�`8 �� 154 fm Job#: BEL-01-2020 Radiant:Insulation Systems Scale:'1 : 80 Performed by Anthony Jones for: f Page Bilello 390';Middle Country Rd Right-SuiteD Universal 2019 6125 County RoadMiddle Island, NY 11953 19001 RSU25329 2020-Apr-3012.47.01 Mattituck, NY 11952 Phone: 631-879-2851 ..oftHVAC\Bilello-Mattituckrup WWW.Radiant Ins ulSystems.Corn AnthonyJ@Ra... 2015 IECC Energy Efficiency i i Insulation Rating R-Value Above-Grade Wall 18.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): s.nn Door Rating U-Factor SHOC Window 0.33 0.26 Door 0.23 CoolingHeating & Heating System:Advantage Purepro AO-4-125 85% Cooling System: Rheem&Comfort Maker Combo 14.5 Water Heater: Terhtamum TT-55 .7225 Name: Date:4-30-2020 Comments 0 r stews I^ -- RS RATINGS^_MAN -AL J P - _GE R- �RTY TESTING , 390 IVliddle Island NY 53 ANTHONYJ@RADIANTINSULSYSTEMS. - --- RADIANTI NSULATIONSYSTEMS.COM -- CELL 631-879-2851 —OFFICE 631-924-0500, April 9, 2020 7-est Oat Notice John Bilello 6125 County Rd.48 Mattituck NY 11952 Description Target Unit Test Result Compliances i� _ Pass/Fail Duct Blaster Test— < 41 cfm25 1031 sf 2"d 34 cfm25=3.32/100 sf 2015 IECC 403.3.4<4 cfm/100 sf Pass Leakage To Outside floor Duct Blaster Test—� < 64 cfm25 ^� 1,588 sf 15L, 45 cfm25-= 2.81/100 sf^� _ 2015 IECC 403.3.4<4 cfm/100 sf Pass Leakage To Outside basement Blower Door < 1,167 cfm50 23,355 v 1,097 cfm" = 2.82 ACH 2015 IECC 402.4.1.2<3 ACH Pass Test Out Conditions—63 F indoors,59 F Outdoors, No Wind—Standard Level of Accuracy—RESNET Multi Point Test Performed [3-27-2020] I, Anthony Jones, Certified HERS Rater#3808022,Tested and Verified the above structure and certify compliance with 2015 IECC as adopted by NYS Avitth ovuuJ oAles HERS Rater, BPI BA, E, HP, P Digitally Signed 04/09/2 20 6:20 PM FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) -------------------------------- FOUNDATION(2ND) ROUGH FRAMING& v 1 PLUMBING y INSULATION PER N.Y. y STATE ENERGY CODE FINAL ADDITIONAL COMMENTS t 0 X y O z r y - b i J TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT / l Do you have or need the following,before applying? TOWN HALL l (o3V L5a S?66 - Board of Health SOUTHOLD, NY 11971 — 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Fonn N.Y.S.D.E.C. *-Trm-tees ~ C.O.Application Flood Permit Examined L ,20 Single&Separate Storm-Water Assessment Form l / I Contact: Approved 11 '20 Disapproved Jc L Phone: Expiration ,20� �S D Building Inspector D NOV 2 1 2016 PLICATION FOR BUILDING PE . Date 2,1 , 20 14. BUILDING DEPT. INSTRUCTIONS TOWN OF SOUTHOLD a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to co m ly with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized insp i i for necessary inspections. I RAY 2 4 2011 (egnyure of a icant or name,if a corporation) R c. C�QX Z77 1�0!.Atr -r.4-u ,�1�s. 112 BUMDING DE". (Mailing address of applicant) TOWN OF SOUTHOLD State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises lit3b .5►a-f- (As on-the tax roll or latest deed) If ap licant 'sa=rpora n, signature of duly authorized officer A- '� 1 e and Me of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: let 2� VDviL. it-fl T%J House Number Street Hamlet County Tax Map No. 1000 Section 1 ` Block 0 Lot Qom] i 1 1 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy VfV4Aa o b. Intended use and occupancy 4,1 3. Nature of work(check which applicable): New Building % Addition Alteration Repair Removal Demolition —� Other Work (Description) 4. Estimated Cost Zo 0 0 v o Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units ?) Number of dwelling units on each floor If garage, number'of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front ¢' Rear,-- ' Depth Height Number otf;Storr se ' V '' ' .-1 `�j 8. Dimensions of entire new construction: Front 4- Rear 4 Via" ._'s Depth-o lo,2 Height . 2L / Number of Stories 2- 9. 9. Size of lot: Front /00 Rear /to d Depth 7 -re 10. Date of Purchase N A Name of Former Owner 11. Zone or use district in which premises are situated IZ- +0 12. Does proposed construction violate any zoning law, ordinance or regulation? YES—X—NO Mimjcir"tti, 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NOS 14. Names of Owner of premises 9-,,*re4T 1M,oi Address Z.0 A". , Phone No. Name of Architect Grta,gi- �#-L,4 ik Address P,r�i � r� , �, �', Phone NoA-3,) 6-c-3- 510 v Name of Contractor Address hone No.kit) V 46- 0 6 C 4- 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 5 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 to o rap"hical*data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES YJ '' M NO'' * IF YES, PROVIDE A COPY. ° STATE OF NEW YORK) II// SS: COUNTY OFSu Ilk being duly sworn, deposes and says that(s)he is the applicant (Name i Olviaual s' ng contract) above named, (S)Heisthe &4c-E;p ` 1)-e -- T Lf'-rota �V..'3& (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 thererYA�Es 9 IiAYTeg-'- Sworn to before me this NOTARY PUBLIC-SME OF NEW YOOK No. 0MA4712749 p -day of Ka�lev� f/ 20 Qucf;Ifjp In Suf o11< county my Commission Expires F ruary 28, 2019 i Notary Public S' ature of XWIeant FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: June 2, 2017 TO: Hoeffner PO Box 277 East Setauket,NY 11733 Please take notice that your application dated May 24,2017 For a permit for a waiver of merger at Location of property 6125 CR 48, Mattituck, NY County Tax Map No. 1000 - Section 139 Block 3 Lot 49 Is returned herewith and disapproved on the following grounds: The subject lot (SCTM# 1000-139-3-49) has merged with the adjacent lot (SCTM# 1000-139-3-50) pursuant to Article II Section 280-10 A., which states; Merger. A nonconforming lot shall merge with an adjacent conforming or nonconforming lot which has been held in common ownership with-the first lot at any time after July 1, 1983. An adjacent lot is one which abuts with the parcel for a common course of fifty(50) feet or more in distance. Nonconforming lots shall merge until the total lot size conforms to the current bulk schedule re uirements. am s, Planj Examine Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: June 2, 2017 RENEW:November 28, 2017 TO: Hoeffner PO Box 277 East Setauket,NY 11733 Please take notice that your application dated May 24,2017 For a permit for a waiver of merger at Location of property 6125 CR 48, Mattituck,NY County Tax Map No. 1000 - Section 139 Block 3 Lot 49 Is returned herewith and disapproved on the following grounds: The subject lot (SCTM# 1000-139-3-49) has merged with the adjacent lot (SCTM# 1000-139-3-501 pursuant to Article II Section 280-10 A., which states; Merger. A nonconforming lot shall merge with an adjacent conforming or nonconforming lot which has been held in common ownership with the first lot at any time after July 1, 1983. An adjacent lot is one which abuts with the parcel for a common course of fifty(50) feet or more in distance. Nonconforming lots shall merge until the total lot size conforms to the current bulk schedule re un s. ZnapLsi Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. BOARD MEMBERSQF SOSouthold Town Hall �O�� (/j�,o Leslie Kanes Weisman,Chairperson ol53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Eric Dantesc Office Location: Gerard P.Goehringer G Town Annex/First Floor,Capital One Bank George Horning �p �� 54375 Main Road(at Youngs Avenue) Kenneth Schneider 100u ,N Southold,NY 11971 ® ��1 J http://southoldtown.northfork.net NING BOARD OF APPEALS MAR 2 2 2017 TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 RE El VED BUILDING DEPT. TOWN OF SOUT MMMNGS,DELIBERATIONS AND DETERMINATION AR 2 1 2 17 MEETING OF MARCH 16,2017 cQiX� ZBA FILE#7034 �. M I n V)0,5 outhoId Town Clerk NAME OF APPLICANT: Lejon Enterprises,Inc./Leroy J. Hoeffner PROPERTY LOCATION: 6125 County Road 48, (North Road),Mattituck SCTM# 1000-139-3-49 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and'the Suffolk County Department of Planning issued its reply dated January 11, 2017 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The property is a vacant non-conforming 8,982 square foot parcel located in an R-40 Zoning District. . The parcel measures 100.23 feet fronting Middle Road (CR 48) along the southerly property line, measures 76.83 feet along the easterly property line, measures 106.73 feet along the northerly property line and measures 100.97 feet along the westerly property line, all is shown on a survey prepared by John T.Metzger,L.S., dated October 14,2016 and last revised March 3,2017. BASIS OF APPLICATION: Request for Variance(s) from Sections 280-124 and the Building Inspector's November 28, 2016 Notice of Disapproval based on an application for a permit to construct a new single family dwelling at: 1) proposed dwelling less than the code required minimum rear yard setback of 3 5 feet, located at 6125 CR 48, Mattituck,NY. RELIEF REQUESTED: The applicant requests a variance-to construct a new dwelling where part of the dwelling has a rear yard setback of+/-25 feet where code requires 35 feet. ADDITIONAL INFORMATION: Pursuant to the Board's request, the applicant submitted a revised survey dated March 3, 2017, depicting a conforming distance of 36.5 feet from the northwest corner of the proposed dwelling to the northerly (rear) property line. The revised survey showing all distances supports applicant's attempt to conform to all code provisions. f :age 2,March 16,2017 #7034,LeJon SCTM No. 1000-39-3-49 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on March 2, 2017 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood consists of single family homes.. The applicant's lot is a small non-conforming lot. The neighboring houses all have a substantial setback from the applicant's property lines and will not be affected by granting this variance. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant can build a smaller house and conform to the required rear yard setback. However, the lot is not symmetrically shaped and the applicant would either have to build a non-symmetrical house or a house that is no larger than 17 feet wide in order to conform to the setbacks. The proposed well and proposed septic system also limits the placement of the house. With limited lot depth, the applicant indicated his intent to limit non-conformity by meeting the front yard setback requirement, thereby reducing rear yard setback,which he believed would have the least impact. 3. Town Law &267-b(3)(b)(3). The variance(s) granted herein is mathematically substantial, representing 28% relief from the code. However, the applicant's lot is a smaller lot and the proposed house is in character with the size of other houses in the neighborhood. Additionally, as depicted in the most recent survey revised March 3, 20173 the location of the proposed dwelling will meet all other setback requirements, and the rear yard setback is conforming at the northwest corner of the proposed dwelling because the rear property line is not parallel to the front property line. 4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. A conforming front yard setback is most visible. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the area variance is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new home while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Dantes, seconded by Member Weisman (Chairperson), and duly carried,to GRANT the variance as applied for, and shown on the architectural plans by Gary D. Cannella dated September 19, 2016 and survey by John T. Metzger dated October 14, 2016, and last revised March 3,2017. } . Page 3,March 16,2017 #7034,LeJon SCTM No. 1000-39-3-49 Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings,_site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes: Members Weisman (Chairperson), Schneider, Horning, Dante and Goehringer. This Resolution was duly adopted(5-0). QLluek- Leslie Kanes Weisman, Chairperson Approved for filing -3 /-�D /2017 t fr E BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman Chairperson ��F so Southold 53095 Main Road-P.O.Box 1179 • �, h0� �l0 Southold,NY 11971-0959 , > Patricia Acampora Eric Dantes To Gerard P.Goehringer COQ 5 Main Road(at Youngs Av Nicholas Planamento �IiYCOU So Wd,�NIY P AF http://southoldtownny.gov BIDING DEPT. ZONING BOARD OF APPEALS TOWN OF SOUTHOLD TOWN OF SOUTHOLD Tel.(631)765-1809-Fax(631)765-9064r I E D FINDINGS, DELIBERATIONS AND DETERMINATION `y 10j p-4L MEETING OF APRIL 5,2018 P 1 0 2018 o. � ZBA FILE# 7145 e��utho'ld Town Clerk NAME OF APPLICANT: LeJon Enterprises, Inc.,L. Hoeffner, Contract Vendee PROPERTY LOCATION: 6125 CR Route 48,Mattituck,NY SCTM# 1000-139-3-50 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions,without further requirements under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was not referred as required to the Suffolk County Planning Department under Administrative Code Sections A 14-14 to 23. LWRP DETERMINATION: The relief,permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. BASIS OF APPLICATION: Request for a code interpretation pursuant to Article H, Section 280-10A and the Building inspector's June 2, 2017 Notice of Disapproval determination that the subject vacant lot had merged with an adjoining improved lot. The applicant requests; 1)that Board make an interpretation that the subject lot is exempt from merger pursuant to section 280-10(C) of the Town; or, in the alternative 2) that the Board grant a waiver of merger pursuant to Section 280-11 of the Town Code. BACKGROUND INFORMATION: In a Notice of Disapproval dated June 2, 2017, the Building Department determined that the subject lot (SCTM# 1000-139-3-49) has merged with the adjacent lot (SCTM# 100-139-3-50) pursuant to Article 11 Section 280-10A which states that a nonconforming lot shall merge with an adjacent conforming or nonconforming lot which has been held in common ownership with the first lot at any time after July 1, 1983. An adjacent lot is one which abuts with the parcel for a common course of fifty(50)feet or more in distance. Nonconforming lots shall merge until the total lot size conforms to the current bulk schedule requirements. ADDITIONAL INFORMATION: A chain of title search was submitted to the Board, in relevant part, shows that on June 27, 1977 the subject lot and the adjacent lot were both transferred to Adelphi Land Corp. The search further shows that subject lots were held in the common ownership until October 28, 1983 when the adjacent lot was transferred from Adlephi Land Corp. to Peter Gourlides and Andrea Gourlides,his wife. Thereafter, on February 8, 1984, the subject lot was transferred from Adlephi Land Corp. to John Coles and Elizabeth Coles, his wife. 1 Page 2,April 5,2018 #7145,LeJc,.n Enterprises SCTM No. 1000-139-3-50 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on March 1, 2018 at which time written and oral evidence were presented. (1) If the lots have indeed merged, the merger happened on July 1, 1983 pursuant to section 280-10 which states, in part, that nonconforming lots shall merge with an adjacent conforming or non- conforming lot which has been in common ownership with the first lot at any time after July 1, 1983. (2) Pursuant to §280-11, lots are only eligible for a waiver of merger when the lot to be recognized has not been transferred to an unrelated person or entity since the time the merger was effected. (3) No evidence has been submitted that the lot to be recognized has not been transferred to an unrelated person. (4) The lots would be eligible for a waiver of merger because the Board may only grant a waiver of merger where the lot to be recognized has not been transferred to an unrelated person or entity since the time the merger was effected. (5) On May 30, 1984 the adjacent lot was issued building permit number 12959. (6) Thereafter, in 2005,the subject lot was issued building permit number 31229. (7) Despite the Building Department's Notice of Disapproval, it appears the subject lot has been recognized by the Town in that both lots received building permits after the lots are purported to have merged, and a variance was granted for a rear yard setback by the Zoning Board of Appeals, Appeal No. 7034, dated March 16,2017. RESOLUTION OF THE BOARD: The Building Department, in an Notice of Disapproval correctly determined that the subject lots have merged pursuant to Sections 280-9 & 280-10 of the Town Code, motion was offered by Member Weisman (Chairperson), seconded by Member Planamento, and duly carried to INTERPRETATION DETERMINATION: Based upon the findings of facts cited above,the Zoning Board of Appeals hereby makes a determination that based upon prior recognition by the Town the lots are not merged: GRANT the request to overturn the Building Department notice of disapproval; and DENY the applicant's for waiver of merger as moot. Vote of the Board: Ayes: Members Weisman(Chairperson), Goehringer,Dantes,Acampora, and Planamento. This Resolution was duly adopted (5-0). Leslie Kanes Weisman, Chairperson Approved for filing '/ /1 /2018 ST(0)1KAWWA\TJEK Scott A. Russell qti-'`%171_1 %".. .A SUPERVISOR IWA1�A�(G)ENUENT � � � �� i SOUTHOLD TOWN HALL-P_0-Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold --T CHAIPTER 236 - STORMWA.TER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) MAY 2 5 2.017 . DOES THISPR®JIECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) Yes No �❑ A_ Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ®❑ B_ Excavation or f illing involving more than 200 cubic yards of material z within any parcel or any contiguous area. . E]® ,C. Site preparation on slopes which exceed 10 feet vertical rise to x 100 feet of horizontal distance. F1® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal ; erosion hazard area. El n E. Site preparation within the one-hundred-year floodplain as depicted ---- -! en==E1RM--�:p=-of-ai3y- vat-mac-apt-r-sE: F1F. Installation of new or resurfaced imperyious surfaces of 1,000 square i feet or more, unless prior approval of a Storm Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project_ If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. S.C.T-M. 1000 Date APPLICANT: (Property Owner,Design Professional.Agent,Contractor,Other) District ho NAME t-f•R-d�( T C CD F�' �tL' ectton Block Lot �nnJ Y. rCR BCi1LD1NG DEP ARTMci`lT USE GNL Contact Information: Lv l 1 Z Reviewed By: - - — — — — — — — — — — — — — — — — Date Property Address / Location of Construction Work: — Approved for processing Building Permit. Stormwater Management Control Plan Not Required. j'U;*'v Stormwater Management Control Plan is Required. L� I (Forward to Engineering Department for Review) FORM ` SMCP -TOS MA.Y 2014 APPLICANT: S,C,T.M. *: 1000 Ste,: CHAPTER 236 iProperry Owner,Design Professional,Agent,Contractor,Other) —tr,,,,i a0 5tormlwater Management Control Plan CHECK LIST L4,a,„i T. � *Fw&e, 1��3_ NAME: baT 9t Sf�i Section Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application Yhvry Y,nd Date; �� ; The applicant must provide a Complete Explanation and/or Reason for not providing 260—Z °1 all Information that has been Required by the following Checklist! Nlnrc ekpl—N-IMIn 1 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 Item, Please Provide Justification Herel show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a, Location & Description of Property Boundaries 15i:11 I b, Total Site Acreage. r&- . Zi e- +-4 c. Existing - Natural & Man Made Features within 500 L.F. of the Site Boundary as required by §236-17(CX2)• d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land Disturbance. r—a 9=110 4,tw S y f. Exist ing & Proposed Contours of the Site (Minimum Z intervals) g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements & utilities. li. Spot Grades & Finish Floor Elevations for all existing & proposed structures. I, Location of proposed Swimming Pool and discharge ring, ;l _ Before Bae de ers et icatton j. Location of proposed Soil Stockpile Area(s). itthic-It the _ k. Location of proposed Constructloij Entrance/Staging Area(s), �! e has Been installedto Code. I. Location of proposed concrete washout area(s). ? CONTROLS Ill. Location of all proposed erosion&sediment control measures. ! cball anclildp hA not be limited to: 2, Stormwater Management Control Plait must Include Calculations showing moall mnintaoned rnnstruction Errtrance that the stormwater Improvements are sized to capture,store,and Infiltrate ' on-site the run-off from all impervious surfaces generated by a two(21 Inch i rainfall/storm event. Seeding of exposed aAd/or-linacthte 50111r- 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to; a. Erosion & Sedirrient Controls, 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.) 'I _ t� J N 3 2017 FORt�Nc�)N[_;b;Rlt a l)I.Pr',[� USE ONLY Additional Information is Required. Reviewed & El 'stormwater Management Control Plan i� t , Approved By: i — — — — — — — — - - — — — — — — — Storater Management Control PlaTQs�rt0PFl �THOLD Date: /2 /7 i l ® mw SMCP has been approved by the Engineering Department ., I FORM " SWCP Check List -TOS MAY 2014 O(xC�G Town Nall Annex Telephone(631-1802 54375 Main Road < fi Fax(631) 734-9502 P- O- Box 1179 CD Z,? Southold, NY 11971-0959 y t IN- BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: �J® v 2- 1- 1 20 16 of�iLRtZ \��:�,— L,�.:�fJ o�:� iii t•� T��2 p�'�\��-� �o�� Location of Property: IN1 , j>pj,.t .(LoA Z, jC r-,L 4-,b� Please take notice that the (check applicable line): New residential structure Addition to existing residential structure Rehabilitation to an existing residential structure to be constructed or{performed at the subject property reference above will atilize - (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) L-VL l•� ��.tzs Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Z w Name,(person submitting this form): L ale v.e-r=15 Capacity(check applicable line): ?4-4•-V i Df0-0 Owner Owner representative zo u TW&e;:-r- q41"T>k'le- TrussResRegl5.docx Effective 111!2015 6" DIAMETER REFLECTIVE RED ROMAN ALPHANUMERIC -PANTONE-- - - - - - - - -----DESIGN-ATION-OF CONSTRUCTION (PMS-) 9987 TYPE. BASED ON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE T- 2" MIN- REFLECTIVE WHITE 4 112" STROKE - aRsr�Rtic iiiiat ` f - --- -= - ____ - -------4--='--=- -- COMPONENTS THAT-ARE OF TRUSS CONSTRUCTION - "F" FLOOR FRAMING,ANCLUDING _ GIRDERSkAND BEAMS•„ "R" ROOF FRAMING d "FR" FLOOR AND ROOF FRAMI(IG t z _ TRUSS IDEM IRG8T1ON SIGN f CCMP[JANCE WITH 19 WCRR PART'[2�5� - wrmscx� CODES DIVISION DAA E TRUSS IDENT(F GAMON SIGN DATE-03108/2005 NEW YORK STATE DEPA[�Tltf�'ENT OF STATE DIVISION OF CODE ENFORCEMENT . r.. AND ADMINISTRATION ;a�p;Rrlce Nr•.a�;C�f�: -At . �o�g�FFOiq�� BUILDING DEPARTMENT �y TOWN OF SOUTHOLD A Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802-FAX (631) 765-9502 Date /0 SUFFOLK COUNTY DEPARTMENT OF PUBLIC WORKS COMMISSIONER 335 YAPHANK AVENUE YAPHANK, NY 11980 ® � Dear Sir. In accordance with Section 239f of the General Municipal Law of the consolidated Laws of the State of Name &Address of Applicant L ' J 01J /v�p�Z PPS I Ste' G /.0k 2-7 l P-4si ArT/4U!�-K. NV 3� has applied to the Town Of Southold for issuance of a permit in reference to property located on the: N�S E W side of C' 4S C.R. Distance N S E W Village M A T T ; T U G Town 'C; c> As shown on the attached survey or site plan (3 copies needed), dated We shall withhold further action on this application for ten (10) business days for the aforementioned Section 239f Very Truly Yours, Building Permits Only Building Inspector Date: I 19 =,A-PrPROVED / DISAPPROVED / APPROVAL WITHHELD to the Town/Village pursuant to the General Municipal La subject to the stated conditions: SUFFOLK COUNTY DEPT. OF PUBLIC WORKS _ By: No ? - 201 CHIEF ENGINEER COUNTY OF SUFFOLK STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF PUBLIC WORKS DARNELL TYSON,P.E. ERIC M.HOFMEISTER ACTING COMMISSIONER DEPUTY COMMISSIONER Suffolk County DPW#48-2012 CR#48,Middle Road Project Name: Garden.Heights Applicant Name: LeJon Enterprise,Inc. Project Location: Mattituck,Town of Southold SCTM#1000-139.00-03.00-049.000 Date:November 18, 2019 ® APPROVED ❑ DISAPPROVED ❑ APPROVAL WITHHELD Pursuant to Section 239f of the New York State General Municipal Law and subject to the stated conditions: A permit from this.Department will be required pursuant to Section 136 of the Highway Law for the proposed access and any improvements this Department deems necessary along the Country right-of- way. Alexander J. Prego,P.E.,P.T.O.E. Director of Traffic Engineering NOV 2 5 2019 SUFFOLK COUNTY IS AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER (631)852-4100 335 YA K AVENUE ■ YAPHANK,N.Y.11980 ■ FAX(631)852-4079 CR#48 • Project Name Garden Heights Applicant Name Absar Minhas SCTM# 1000-139-03-049 Date January 16.2004 ® APPROVED ❑ DISAPPROVED ❑ APPROVAL WITHHELD Pursuant to Section 239f of the New York State General Municipal Law and subject to the stated conditions: A permit from this Department will be required pursuant to Section 136 of the Highway Law for any improvements this Department deems necessary along the County right-of-way. A site plan showing existing roadway features fronting this site and all proposed development and highway improvements should be submitted to this office for review. By: William S.Shannon,P.E. Chief Engineer u. 6iRDV1LLAGE OF �cSo, ADDRESS_5S0q A5 (n, BUILDING DEPARTMENT DATE: S— SUFFOLK COUNTY DEPT.OF PUBLIC WORKS COMMISSIONER 335-YAPHANK AVENUE YAPHANK,NY 11980 Dear Sir.- In ir:In accordance with Section 239f of the General Municipal Law of the consolidated Laws of the State of New York,this is to notify the Commissioner of Public Works of the County of Suffolk that Name&Address of Applicant A t7 S A(Z A S G I o2 5 cc, 4$ 48 P6. 6a)< o2q M Sok TNeX-13 MATTiTt has applied to th Tow Nillage of_1 1 IIN-T—[l�u.e� for the issuance of a permit in reference to property located on the: /N S E W side C.R. ' Distance I R 6 •s N S Q W_WiC l":(=1 CHINA Village MAc M TVQIL Town (-,.Ik f'11-(01.7 As shown on the attached survey or site plan(3 copies needed),dated 3 We shall withhold further action on this appltcation for ten (10)business days for the aforementioned Section 239f. Very Truly Yours, Building Inspector Building Permits Only Date. Al-6 9. APPROVED/DISAPPROVED/APPROVAL WITHHELD to the Town/Village pursuant to the General Municipal Law subject to the stated conditions: SUFFOLK COUNTY DEPT OF PUBLIC WORKS CHARLES J.BARTHA,P E.,COMMISSIONER By: WILLIAMS SHANNON,P.E. CHIEF ENGINEER h SUFFOLK COUNTY DEPARTMENT OF PUBLIC WORKS NON-UTILITY HIGHWAY WORK PERMIT COUNTY ROAD:CR 48-Middle Rd PERMIT NUMBER:48-2012 Location:CR 48 at 197 feet East of WICKHAM AV Date Issued:11/15/2019 Town:Southold Hamlet:Mattituck Expiration Date: Tax Map No(s):1000-139.00-03.00-049.000; Project Name:Garden Heights Pursuant to the provisions of Article 6,§136,of the New York State Highway Law,permission is granted to: Lelon Enterprise Inc PO Box 277 East Setauket,NY 11733 And,if applicable,the following Contractor of record: AUTHORIZING THE FOLLOWING WORK ACTIVITIES: Construct/Buiid/Install:Asphalt Driveway Restore:County ROW GENERAL NOTES OR CONDITIONS: All work shall be performed in accordance with the stamped permit pians and In accordance with this Departments most recent general,traffic and material specifications and as directed by the County Engineer. The zoning and subsequent use of this property is under the authority of the town/village in which this development is located. Thereby,the Issuance of this°Highway Work Permit"should not be construed as an approval by this Department for this development and/or associated land use. Prior to the start of any work,the stamped permit plan and attached construction detail and notes must be provided to the applicants contractor and said contractor must arrange a pre-construction meeting by calling 852-4100 a minimum of 48 hrs. prior to start of work. The contractor is cautioned to the possible presence of underground utilities in the project area. Under Rules set forth in APR Regulations Cade 753,the oontractor must obtain a full mark-out of'underground utility lines by calling 811 at least 2 business days In advance but no more than 10 business days prior to the start of any work.Failure to do so may void this permit. The Contractor/Permittee shall provide safe and continuous passage for pedestrian,bicycle and vehicular traffic at all times.WORK LONE TRAFFIC CONTROL shall be in accordance with the latest National Manual of Uniform Traffic Control Devices(MUTCD),New York State Supplement and NYS Standard Sheets as approved by the Engineer-The Engineer may order additional work zone traffic control devices such as signs,cones,drums,Naggers shadow vehicles,warning lights etc.if he deems it necessary.NO Roadway Closures will be permitted without prior approval. APPLICABLE SPECIAL NOTES OR CONDITIONS; Engineering:Prior to the start of any work,the stamped permit plan and attached construction detail and notes must be provided to the applicants contractor and said contractor must arrange a pre-construction meeting with Ken Dantzig at 631-852-4788 a minimum r,f 48 hrs.odor to start of work.;Conaete can only be poured when the temperature will be above 32 degrees for more than 7 days after pour.;Resbore the County right-of-way In accordance with this Departments most recent general,traffic and material specifications and as ordered by engineer. FEES:Review: $200 Permit$200 Impact$0 Security:$2000 PLEASE AFFD(SIGNATURES BELOW-PERMIT IS NOT VALID WITHOUT SIGNATURE OF COMMISSIONER Darnell Tyson,P.E.,Acting Commissioner --< William Hillman,P.E.,Chief Engineer _.', _ NOV 2 5 2019 (Permittee S re) By: (Date Signed P rmittae) C�r� Alexander J.Prego. P.E.,PTOE, Director of Traffic Engineering DO NOT WRITE BELOW THIS LINE ALL WORK AUTHORIZED BY THIS PERMIT IS COMPLETED,REFUND DEPOSIT/BOND DATE: PERMITS INSPECTOR: 335 Yaphank Avenue Yaphank,W 11980 (631)852-4100 Fax:(631)852-4079 { -October 14, 2019 Southold Building Department P.O. Box 1179 Southold, N.Y. 11971 Dear Sir, i I, I like to request a six month extension of LEJON Enterprises' building permit # 42559 for construction of a new dwelling at 6125 Middle Road CR48, Mattituck. Please notify us if any fees are associated with the extension. Respectfully, Lee Hoeffner (631) 260-2333 President of LEJON Enterprises Inc, P.O. Box 277, East Setauket, NY 11733 OCT 1 7 2019 � Jb �. � �� L �L r � ��n�i� y� �s� � __ - �, �� a �AR — 3 20Z0 � �% 6125 CR 48 MATTITUCK PERMIT#42559 5.26.20 CLOSE OUT PARERWORK FOR C/O 1-COPY OF FINAL BUILDING INSPECTION REPORT 2-COPY OF FINAL ELECTRICAL INSPECTION REPORT 3- PICTURE OF HARD PIPED RELIEF VALVE PER INSPECTOR 4-PICTURE OF EFF ENERGY CERTIFICATE MOUNTED TO ELEC. PANEL 5-PICTURES OF PLYWOOD FOR BOARDING UP WINDOWS 6-PICTURES OF GRASS GROWING 7-BLOWER DOOR/ DUCT BLASTER TEST RESULTS 8-MANUALS J, S & D FOR HERS RATING 9- APPROVAL LETTER FROM SCDPW FOR ROAD REPAIR 10-AFFIDAVIT LETTER AS TO APPLIANCES 11-PLUMBERS SOLDER CERTIFICATE 12-SC HEALTH DEPT APPROVAL (GREEN STAMP FINAL SURVEY ) A-ELECTRICAL INSPECTOR SEAN DEVLI,N HAD A QUESTION AFTER HIS FINAL INSPECTION ON 3/13/20, WHICH MY ELECTRICIAN ANSWERED TO HIS SATASFACTION BUT I HAVE NOT RECEIVED U.C. B-INSPECTOR JOHN J. JARSKI COMPLETED HIS FINAL INSPECTION ON 3/17/20 ALL THE ITEMS ON HIS REPOERT HAVE BEEN COMPLETED WITH PHOTOS HEREIN C- WE ARE HOPEFUL THAT A C.0'CAN BE ISSUED ASAP THANK YOU JOHN BILELLO /-LEJON ENT. 516 848 5864 i FIDELITY NATIONAL TITLE INSURANCE COMPANY 330 OLD COUNTRY ROAD, SUITE 301 MINEOLA, NEW YORK 11501 (516) 296-4600 Title No.2017SO35 Dated as of May 22, 2017 FIDELITY NATIONAL TITLE INSURANCE COMPANY does hereby certify to the Town of Brookhaven that it has caused this Special Search to be made in the Office of the Clerk of the County of Suffolk, State of New York against the properties set forth hereinafter said premises described, from 7/1/1983 to date, to ascertain the Fee Chain respecting said premises herein; and said premises abutting since 7/1/1983, and has found only the returns set forth on the following pages. Said search includes Lots 049.000, 048.000, 047.000, 043.000, 042.000 and 050.000. This search is made for information only and liability hereunder is limited to $1,000.00 under any circumstances or cause of action. No policy of insurance is to be issued hereunder. FIDELITY ATIONAL TIT E INSURANCE COMPANY B Theodore Werner, Senior Vice President Theodore G. Werner Sworn to before me this 241h day of May 2017 I Nancy J Prokop Notary Public.State of New Yo* Page 1 of 13 No 01PR6270714 Qualified in Suffolk county Commission Expires IW22120Lo FIDELITY NATIONAL TITLE INSURANCE COMPANY 330 OLD COUNTRY ROAD, SUITE 301 MINEOLA, NEW YORK 11501 (516) 296-4600 Title No.20175035 JOANNA KUKIS Dated: 3/17/1988 CANDACE GRAY Recorded: 5/9/1988 PAUL PYLKO Liber 10598 page 72 TO HALSEY D.GOLDSMITH RUTH D.GOLDSMITH HALSEY D.GOLDSMITH Dated: 4/19/1988 RUTH D.GOLDSMITH Recorded: 5/16/1988 Liber 10603 page 08 TO JOANNA KUKIS CANDACE GRAY PAUL PYLKO JOANNA KUKIS Dated: 6/29/2007 CANDACE GRAY Recorded: 7/25/2007 PAUL PYLKO Liber 12515 page 143 TO JENNIFER BARDSLEY 9--W�A Theodore G.Wer te r Sworn to before me this 2411 day of May 2017 Nancy J Prokop Notary Public,State of New York No OIPR6270714 Page 8 of 13 Qualified in Suffolk County Commission Expires 10/22/2010- FIDELITY NATIONAL TITLE INSURANCE COMPANY 330 OLD COUNTRY ROAD, SUITE 301 MINEOLA, NEW YORK 11501 (516) 296-4600 Title No.2017SO35 JENNIFER BARDSLEY Dated: 5/12/2010 Recorded: S/18/2010 Liber 12625 page 213 TO KAREN C.MCSHANE LAST DEED OF RECORD Theodore G. We ner Sworn to before me this 241h day of May 2017 "Clq C/� t V C(/1 Nancy J Prokop Notary Public.State of New York Page 9 of 13 No OIPR6270714 Qualified in Suffolk County Commission Expires 1o72212o- v FIDELITY NATIONAL TITLE INSURANCE COMPANY 330 OLD COUNTRY ROAD, SUITE 301 MINEOLA, NEW YORK 11501 (516) 296-4600 Title No.2017SO35 PREMISES ADJOINING TO THE NORTH DISTRICT: 1000 SECTION: 139.00 BLOCK: 03.00 LOT: 042.000 M.S.T CONSTRUCTION CORP. Dated: 1/31/1974 Recorded: 2/1S/1974 TO Liber 7583 page 595 CHARLES L.MELOT BARBARA J.MELOT,HIS WIFE CHARLES L.MELOT Dated: 5/15/1984 BARBARA J.MELOT,HIS WIFE Recorded: 8/20/1984 Liber 9624 page 79 TO RICHARD F.GREGORY PATRICK GREGORY RICHARD F.GREGORY Dated: 1/11/1988 PATRICK H. GREGORY,JOINT TENANTS Recorded: 2/15/1988 Liber 9736 page 165 TO RICHARD F.GREGOR Theodore G. W rner Sworn to before me this 24th day of May 2017 Nancy J Prokop Notary Public State of New York No OIPR6270714 Page 10 of 13 Qualified in Suffolk County. Commission Expires 110/22/22-0 FIDELITY NATIONAL TITLE INSURANCE COMPANY 330 OLD COUNTRY ROAD, SUITE 301 MINEOLA, NEW YORK 11501 (516) 296-4600 Title No.20175035 RICHARD F.GREGORY Dated: 9/13/1988 Recorded: 9/16/1988 TO Liber 10692 page 275 TIMOTHY L.NEWALIS MARY ANNE NEWALIS,HIS WIFE LAST DEED OF RECORD Z�4/ "Theodore G. Werker Sworn to before me this 241h day of May 2017 <t3 Nancy J Prokop Notary Public.State of New York No OIPR6270714 Page 11 of 13 OuahS,?d m Suffolk county Commission Expires 10/22120 FIDELITY NATIONAL TITLE INSURANCE COMPANY 330 OLD COUNTRY ROAD, SUITE 301 MINEOLA, NEW YORK 11501 (516) 296-4600 Title No.2017SO35 SUBJECT PREMISES DISTRICT: 1000 SECTION: 139.00 BLOCK: 03.00 LOT: 049.000 ARGENTINA TSONTOS Dated: 6/27/1977 Recorded: 11/23/1977 To Liber 8349 page 124 ADELPHI LAND CORP. ADELPHI LAND CORP Dated: 2/8/1984 Recorded: 2/16/1984 To Liber 9513 page 546 JOHN COLES ELISABETH COLES, HIS WIFE JOHN COLES Dated:4/25/1999 ELISABETH COLES, HIS WIFE Recorded: 11/22/1999 Liber 12002 page 386 To JOHN COLES Theodore G. W ner Sworn to before me this 241h day of May 2017 Nancy J Prokop Notary Public,State of New York Page 2 of 13 No 01PR6270714 Ouali ied:n Suffolk County Commission Expires 10122/20p FIDELITY NATIONAL TITLE INSURANCE COMPANY 330 OLD COUNTRY ROAD, SUITE 301 MINEOLA, NEW YORK 11501 (516) 296-4600 Title No.2017SO35 JOHN COLES Dated: 2/20/2003 Recorded: 3/4/2003 To Liber 12238 page 572 RIFFAT MINHAS ABSAR A.MINHAS,JOINT TENANTS LAST DEED OF RECORD AThdore G. Werne Sworn to before me this 24th day of May 2017 Nancy J Prokop Notary Public,State of New York No 01PR6270114 Page 3 of 13 Qualified in Suffolk County Commission Fxpues 40122/20 FIDELITY NATIONAL TITLE INSURANCE COMPANY 330 OLD COUNTRY ROAD, SUITE 301 MINEOLA, NEW YORK 11501 (516) 296-4600 Title No.2017SO35 PREMISES ADJOINING TO THE WEST DISTRICT: 1000 SECTION: 139.00 BLOCK: 03.00 LOT: 048.000 CLIFFORD E.HALLOCK Dated: 3/7/1961 BERTHA TUTHILL Recorded: 3/2/1961 VIOLA KRAMER Liber 4963 page 186 ANNIE BOND ROSE DODGE AND CORA H.FANNING AS SOLE HEIRS AT LAW OF JOHN T.HALLOCK To JOHN BIELEWICZ AND FANNIE BIELEWICZ,HIS WIFE LAST DEED OF RECORD Theodore G. Werner Sworn to before me this 241h day of May 2017 - I(2wauv Nancy J Prokop Notary Public,State of New York Page 4 of 13 No OIPR6270714 Qualified in Suffolk County Commission Expires 10122/26,v FIDELITY NATIONAL TITLE INSURANCE COMPANY 330 OLD COUNTRY ROAD, SUITE 301 MINEOLA, NEW YORK 11501 (516) 296-4600 Title No.2017SO35 PREMISES ADJOINING TO THE WEST DISTRICT: 1000 SECTION: 139.00 BLOCK: 03.00 LOT: 047.000 CATHERINE R.STRESING Dated: 6/11/1980 JO LYNN STRESING Recorded: 7/17/1980 EARL J.STRESING Liber 8851 page 281 To JAMES M.GERAGHTY DONNA J.GERAGHTY,HIS WIFE JAMES M.GERAGHTY Dated: 12/10/2984 DONNA J.GERAGHTY,HIS WIFE Recorded: 12/17/1984 Liber 9696 page 507 To PETER B.WADELTON CYNTHIA L.WADELTON,HIS WIFE Theodore G. W ner Sworn to before me this 24'h day of May 2017 Nancy 3Prokop Page 5 of 13 Notary Public,State of New York No 01PR6270714 Qualified in Suffolk County Commission Expires 10122/20 FIDELITY NATIONAL TITLE INSURANCE COMPANY 330 OLD COUNTRY ROAD, SUITE 301 MINEOLA, NEW YORK 11501 (516) 296-4600 Title No.2017SO35 PETER B.WADELTON Dated: 1/8/1991 CYNTHIA L.WADELTON,HIS WIFE Recorded: 1/22/1991 Liber 11207 page 355 To FRANCIS J.MEYER,JR. MARIE MEYER AS ADMINISTRATOR Dated: 9/20/2002 OF THE ESTATE OF Recorded: 10/23/2002 FRANCIS J.MEYER, Liber 12216 page 304 AKA FRANK J.MEYER,JR. WHO DIED INTESTATE ON 2/26/2002 To VALERIE MEYER VALERIE A.DE FIO,FKA Dated: 09/23/2011 VALERIE MEYER Recorded: 9/30/2011 Liber 12672 page 872 TO VALERIE A.DE FIO BRUCE W.DE FIO,WIFE AND HUSBAND LAST DEED OF RECORD Theodore G. Wern r Sworn to before me this 241h day of May 2017 (2t Nancy J Prokop Notary Public.State of New York No 01PR6270714 Page 6 of 13 Ouali"ied in Suffolk County Commission Expires torM2Q? FIDELITY NATIONAL TITLE INSURANCE COMPANY 330 OLD COUNTRY ROAD, SUITE 301 MINEOLA, NEW YORK 11501 (516) 296-4600 Title No.2017SO35 PREMISES ADJOINING TO THE NORTH DISTRICT: 1000 SECTION: 139.00 BLOCK: 03.00 LOT: 043.000 HALSEY D.GOLDSMITH Dated: 2/3/1973 Recorded: 2/7/1973 Liber 7339 page 396 TO HALSEY D.GOLDSMITH RUTH D.GOLDSMITH,HIS WIFE HALSEY D.GOLDSMITH Dated: 11/20/1986 RUTH D.GOLDSMITH,HIS WIFE Recorded: 12/8/1986 Liber 10185 page 309 TO JOANNA KUKIS CANDACE GRAY PAUL PYLKO Theodore 4Wern Sworn to before me this 241h day of May 2017 Nancy J Prokop Page 7 of 13 Notary Public,State of New York g No 01PR6270714 Qualified in Suffolk County Commission Expires 10/22/20 FIDELITY NATIONAL TITLE INSURANCE COMPANY 330 OLD COUNTRY ROAD, SUITE 301 MINEOLA, NEW YORK 11501 (516) 296-4600 Title No.2017SO35 PREMISES ADJOINING TO THE EAST DISTRICT: 1000 SECTION: 139.00 BLOCK: 03.00 LOT: 050.000 M.S.T.CONSTRUCTION CORP. Dated: 6/27/1977 Recorded: 11/23/1977 Liber 8349 page 128 TO ADELPHI LAND CORP. ADELPHI LAND CORP. Dated: 10/28/1983 Recorded 11/9/1983 Liber 9456 page 162 TO PETER GOURLIDES ANDREA GOURLIDES, HIS WIFE LAST DEED OF RECORD *Theodore G. Werne Sworn to before me this 2411 day of May 2017 Nancy J Prokop {Votary Public.State of New York No OIPR6270714 Page 12 of 13 Qualified in Suffolk county mi Comssion Expires 1022/2U-_b FIDELITY NATIONAL TITLE INSURANCE COMPANY 330 OLD COUNTRY ROAD, SUITE 301 MINEOLA, NEW YORK 11501 (516) 296-4600 Title No.2017SO35 PREMISES ADJOINING PREMISES TO THE SOUTH MIDDLE ROAD Theodore G. Verner Sworn to before me this 241h day of May 2017 Nancy J Prokop Notary Public State of New York Page 13 of 13 No 01PR6270714 Quahf ed in Suffolk County Commission Expires 10/22120 N7po3 4'4p„E �06.73, -F N 10'-0" 4 N �0��' T c PROP05ED 2 STORY ON v`� l O CATV �A FRAME RE51DENCE 4V GARAGE DRIVEWAY * �� PORCH L o Op NN- W � O O O 2'-2"+/- o NOTE: o "' m SURVEY DATA TAKEN FROM N N U7 SURVEY BY STANLEY J. z 15AK5EN, JR , DATED I 1/14/02 REFER TO ACTUAL SURVEY FOR ADDITIONAL INFORMATION 55G° 18'30"W 10023' MIDDLE ROAD (COUNTY ROAD 48) FROP05ED PLOT PLAN gary d. cannella associates SCALE: 1 " = 20' NEW RESIDENCE - architects - planners 55 knickerbocker avenue bohemia,n y 11716 MIDDLE ROAD, MATTITUCK NY Iphone.(631)563-5100 fax (631)563-5102 1 1 91 1 PROJ. # 16.62 9. 1 G. I G cFy Ox 1 IL- 1 ,. \�01 O � N MSE M 3.1 N 0 N PGPN� \ GMF o �- / �0"® N70 34 N �( TEST HOLE DATA ' VcSMcDONALD GEOSCIENCE s GNF � NOL �'( © .111/2%2 L c' $, / �' EL. 15' DARK BROWN LOAb OO PALE BROWN nNE V. VO , �'� 3z� 0, O -Vt SAND W17H 2OX GA -'06191 lip, rA!y/o// � � /R BROW FNE TO COA�Q0. TO MEDIUM SAND SP'f A a �Jo \0 ��• ` J� Qk ° 10.6' WATER Te, � \ tgo- o \�G ° ry� WA7ER IN PALE BRO FINE\\ �\�\ // /— ®1 e �° �3 ° ��G�� L\L q �� e�°e /} �\ \� \Q� / `N_ v� T O MEDIUM SAA Oj �y�y� �.o \` �Y "I_ ' .. !'1� PROPOSED SEPTIC SYSi' s0. �e ; %'' ` G� �� 4 BEDROOM HOUSE \\\ / �.''? � ��\�\ 1—PRECAST 1000 GALLON SEPTIC TANK VE Z d� °� �J (�@ Co z_ � V\VG 0\C� �� \I ► O 80 LEACHING POOLS 6 DEEP I cP NN \�G\' \•_i •�� a WITH 3 SAND COLLAR 3 MIN. ABOVE \ �i J� V �\N� 1 �' t� �`�`' fQ0jjZWGROUND WATER levy ° e`��• � DRAINAGE INSPECTIONS ARE REQUIREI TOS � 0\- Backfill, OR Provide Engineer's i Certi al ,x G \q°\' \ ► that the drainage has been installed toii.Avzi ARE RL t / � Y -A EROSION&SEDIMENT CONTROLStact TOS Engineering at 765-1. . Shall include but not be limited to: Backfill, OR Provide Engineer's Certificatio, k v► S �� A well maintained Construction EntrancR, OW ilsiwe drainage has been installed to Coo �N 26d c �P�ER Wire Backed Silt Fencing, stabilization & U8�'1 SEPTIC SYSTEM DETAIL Seeding of exposed and/or inactive sollS, APPROVAL OF STORMWATER MANAGEME P j HOUSE / PROPOSE F.F. EL. 18.5' G.I., COVER AdOT TO SGA[ECOW1OE T n ode C 236 \ 8W*-._C ION OF TO GRADE FINISHED GRADE ApPmed by I �i �OC'P EL.16.8' Oy1MA�� 16S' "12 6'MIN li I i i��l-iii II i ITILwi - I ii I MA50NAKYI CHIMNEY PPPR I.E. I' MIN. ; • r =_ _._� - I 16.1 1p' 2' MAX r \ i 1/4" PER FOOT � MINIMUM PITCH I.E. ® ® ® 1/8PER FOOT I.E. ® I 15 7' " ® ® ® ®� MINA" DIA. PIPE ! i ! MINIMUM PITCH 15.5' 777e., location .of ublic water, ( ,MINA" DIA,,'P.IPE_• ® ®=®� . P -wells •and.-cessvoo/s "shown hAiAnn nro SCDHS REF# R10-02-0233 ! SURVEY OF PROPERTY AT MATTITUCK TOWN OF SOUTHOLD VOS SUFFOLK COUNTY, N.Y. r.-` \ I � 1 VA0 oV� 1000-139-03-49 ,1 vol 0 vT�UNK� /-' SCALE.- P--20' \ 1 Q��.W) �i OCTOBER 14„ 2016 pVIQ'''5G+) 1 VIEU' ycasr"� @ � l J \\ got �a 9 yp�5E ,�+� ` r`9.0 . NIG�F has \ l Qto tQ PVSVP pt \ i N --------- ,3h AGE / 10 ' n dd - / TEST HOLE DATA Mc00N1CZClENCEQoS0 % 1120� EL. 15' DARK BROWN LOAM OL SADIRN NE WH 20X GRAVEL SW DVIE WpSERI /t, \ b Yoe BROWN ANE TO COARSE `p�OVC 1r, ud bra, , \ ,Gp:4 TO MEDIUM SAND SP r� JIN EL 00' []4.4' WATER WATER IN PALE BROWN �$$ I r 'o'� �� _.p• y� �+ y(,, ANE TO MEDIUM SAND SP 1019 17' � Fes` �-' � pV1�U��SERI \ � •(1 y �� 1p�$VG Wp c� ti \Y1 =PIPE m MONUMENT PROPOSED SEP77C SYSTEM 0 o PROPOSED ELEVABON 4 BEDROOM HOUSE I-PRECAST 1000 GALLON SEPTIC TANK 2-8'LEACHING POOLS 6'DEEP LOT NUMBERS ARE REFERENCED TO WITH J'SAND COLLAR J'MIN.ABOVE MAP OF CARDEN HEIGHTS' GROUND WATER IN THE OFFICE OF THE SUFFOLK COUNTY CLERK ALE NO. 577 The location of public water, wells and cesspools shown hereon are ELEVATIONS REFERENCED TO NAW 88 !AM FAMILIAR NTH THE STANDARDS FOR APPROVAL from Reld observations and or from data oblatned from others. ' ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL ADDITIONALLY TO COMPLY WITH SAID LAW THE TERM ALTERED BY" OF SECTION 7209OF THE NEW YORK STATE EDUCA77ON LAW. N.Y.S. LC.NO. 49618 EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CER77RCA17ONS SYSTEMS FOR SINGLE FAMILY RESIDENCES AND WILL ABIDE MUST BE USED BY ANY AND ALL SURVEYORS U77LIZING A COPY PECONIC SURVEYORS, P.C. HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF BY THE CONDITIONS SET FORTH THEREIN AND ON THE OF ANOTHERS SURVEYORS MAP,IERMS SUCH AS'INSPECTED"AND 631) 765-5020 FAX(631) 765-1797 ,,SAID MAP 0"COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR AREA= B,9B2 SQ. FT. IWHOSE SIGNATURE APPEARS HEREON. PERMIT TO CONSTRUCT. BROUGHT- TO-DATE'ARE NOT IN COMPLIANCE WITH THE LA IS P.O. BOX 909 1230 TRAVELER STREET 16-094#2 SOU7HOL0 N.Y. 11971 1 N& t0A �, 1 SCDHS REF# R10-02-0233 �, NOES SURVEY OF PROPERTY 100+1 AT MA T TI T UCK TOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y. �= 1 1000-139-03-49 1 @r �' SCALE. 1'20' y �'� �' OCTOBER 14, 2016 11-16-2016A A \N� yoo , A ,. NOV. 3, 2016 (REVISIONS) ��;� o SP S, 1 /' ,- NOV. 17, 2016 (REVISIONS) \.O,� O 0 m ,t MARCH 3, 2017 (REVISIONS) rt L , MARCH 23, 2017 (REVISIONS) OF 0fo C', s0. 2\� s X01 o:) / RAIN RUNOFF CALCULA TIONS 3� o HOUSE & GARAGE = 1411 SQ.FT. 1411 xl xO.17 = 240 CU.FT. DRIVEWAY (PERVIOUS) = 1150 SQ.FT. \ TEST HOLE DATA 1150xO.8x0.17 = 156 CU.FT. 3� �( MCDONALD GEOSCIENCE 397 CU.FT. \ N1 \�. VO saw• \'01 © 11/2%2 397/42.2 = 9VF EL. 15' PROVIDE (2) DRYWELLS 80x5' DEEP /' °� \b5 a� o" \moo �� --- 2' DARK BROWN LOAM OL OR EQUAL /-/ 3 2 F PALE BROWN FINE SAND WITH 20% GRAVEL SW VO6 ' l e�`? ,PSP -off �� O a0. •� // co�9 Y3,G1ay Obi 0,0 BROWN FINE TO COARSE oo QO, 13� ��,/ a �� F� O� �`� TO MEDIUM SAND SP N'GO �\0 jprWA TER \O � . . WATER IN PALE BROWN FINE TO MEDIUM SAND SP SNE cof �13 - \ I �Q. I � Dr PROPOSED SEPTIC SYSTEM V 4 BEDROOM HOUSE E "'F% �.s. ��``� �N, 1-PRECAST 1000 GALLON SEPTIC TANK \ N�O 0\62 .9 2� \\ , ' Pp �o��' 2-80 LEACHING POOLS 6' DEEP \e\' \LZ �� \I O��° WITH 3' SAND COLLAR 3' MIN. ABOVE ' N \.�� c \��-�� •\�� > \�' GROUND WATER 1-0 �F �\E N � � �� \� � ��• 7 P �, Z `OO- ° SUFFOLK COUNTY DEPA[tTl:"6tdT OF HEALTH Sr-PVICES O.� P�' 1 0 P'Rt',T r^cm APPrOVAL OF CONSTRUCTIOIN rOR A � FF MIN;:LC rf~ACrlLY RCS!DEEPtCE ONLY o\oq: � � l JUN 2 1 201 LIV-L7 - -o YY ® = PIPE r n ( Afa / �, i�l��l`JC'O ® MONUMENT p ro (�P BEDROOMS Z W ( 1 �'"�fi lZ IY�PLi�l iil Z' ...�� EL. = PROPOSED ELEVA TION �O / ER .ti�lRr..,S THVE ,1"i~!\ S F'FtGPrI GATE OF APPROVAL2 �' P� SEPTIC SYSTEM DETAIL LOT NUMBERS ARE REFERENCED TO `J'A\ P [IC'U5E Nor To 5 AL..E "MAP OF GARDEN HEIGHTS" ��\� �P05E� F.F. EL. 18.5' G.I. COVER IN THE OFFICE OF THE SUFFOLK COUNTY CLERK / OF P To GRADE FINISHED GRADE FILE NO. 577 -� \ /`� P \QN —11 --- --- EL.16.8' pG - _ -� "'ISI" IIII-1111=11111 I III IIII IIII Ilil�lllllll III�IIII�iul= =nilIlll= . - ELEVATIONS REFERENCED TO NA VD 88 / 1MP�E 16.5' �2,j 6' ... ` ' 6'MIN. IIIIiiI�IIJ=ii11�'Illlllliflll''' `—MA50NARY CHIMNEY 6N: ROX I.E. 1' MIN. . 2' MAX n T p,PP , lo, �`��••,.-T* ;. r-,: �, .,r;,;_ » » I/4" PER FOOT LE. ADDITIONALLY TO COMPLY WITH SAID LAW THE TERM ALTERED BY" ® ® ® ® ®� MINIMUM PITCH 15.7' 1/8" PER FOOT I•E• ® ® M:0 ®(€ I f E ', F• ; s" s MUST BE USED BY ANY AND ALL SURVEYORS UTILIZING A COPY MIN.4" DIA. PIPE MINIMUM PITCH 15.5' OF ANOTHERS SURVEYORS MAP.TERMS SUCH AS "INSPECTED" AND MIN4" DIA. PIPE ® ® ®� F •` d ;,;` ;* I�j `' ® ® IN (r,. "BROUGHT- TO- DATE" ARE NOT IN COMPLIANCE WITH THE LAW. The location of public water, wells and cesspools shown hereon are $4" 6 ® � MIN. from field observations and or from data obtained from others. 2' ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION x�oo GAL. _ _ — — _ MIN. ;: '' �c ,�/ '�, IC. NO. 49618 SEPTIC TANK I.E. OF SECTION 72090F THE NEW YORK STATE EDUCATION LAW. I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL 5• 12) LEACHING Pools NIC,ISURV YqR,<� P.C. EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL e'm x 6' DEEP 3' MIN, HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SYSTFMS FOR SINGLE FAMILY RESIDENCES AND WILL ABIDE GROUND 631 765-5020 FAX (631) 765-1797 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF 7HE SURVEYOR BY THE CONDITIONS SET FORTH THEREIN AND ON THE AR %A= 8,982 SO. FT. WATER EL•4.4"-� ,- _ - P.O. BOX 909 -(MITI=IIIII�IIIIIIIIIIII�IIIIIIII�IIIIT 1230 TRAVELER STREET 16-094 WHOSE SIGNATURE APPEARS HEREON. PERMIT TO CONSTRUCT. II� IIIiF iilll' -'Iiia' SOUTHOLD, N. Y. 11971 SCDHS REF# R10-02-0233 SURVEY OF PROPERTY AT MATTITUCK \ �\N0 �O�'� \ , pWEL�'1N� 9N8 ER No0yE \, _ T 0 WN OF SO UTHOLD �wE ��N� \ SUFFOLK COUNTY, pW }� N. Y. \` _ � 1000-139-03-49 '\ SCALE.- 1'X20' 1,50A ,- ,/' OCTOBER 14, 2016 lwex',- \ O� ® ; /,� NOV. 3, 2016 (REVISIONS) MARCH 7, 2016 3, 20 7< REVISIOONS) YAGGARINO \� `01 hh 11-16-2016 \2� � �\ �/ ( \' 0 RAIN RUNOFF CAL CULA TIONS NI f��5 . ,�N N` \ v►,F 0 \ moi, o= / ' t,0 HOUSE & GARAGE = 1411 SQ.FT. 1411xlxO.17 = 240 CU.FT. N ,_ TEST HOLE DA TA DRIVEWAY (PERVIOUS) = 1150 SQ.FT. \ qA ---------- �.t ,�'��_.I / y min ,, McDONALD GEOSCIENCE 1150xO.8xO.17 = 156 CU.FT. N1Cs3 `, ' __ _ 8' ----� may. s ' 397 CU.FT. i^ _ ___ min. \ /� 11/20/02 397/42.2 = 9 VF ' DARK BROWN LOAM OL 00' PROVIDE (2) DRYWELLS 80x5' DEEPPALE BROWN oy/ / ' �o� �� / 2' OR EQUAL /' Q 10 3�� F a0 , �- F �0 SAND WITH 0%N GRAVEL SW O"O \\ BROWN FlNE TO COARSE OF 1�� I�.l F` p TO MEDIUM SAND SP \O 06s po e.GL� ��c% / ap EL. 4.4' --- 10.6' WA7FR �' WATER IN PALE BROWN v P�� \N� ��1 �� //\\ \ ' �®\, ,P• � v\� .FlNE TO MEDIUM SAND SP 17 C/ �(J P� �; c. o o/ f PROPOSED SEPTIC SYSTEM 4BEDROOM HOUSE '601—PRECAST 1000 GALLON SEPTIC TANK �f L2 o' / 3-8' LEACHING POOLS 4' DEEP \�)O �vJ\ Z '9 I / ..�J �o� WITH 3' SAND COLLAR 3' MIN. ABOVE G / f,\.; / R a // 9 • �� ry ��A GROUND WATER �.� o- Ilk- O0. . Pp MAR U 1 2017 x \ JBldg Dept copy from ZBA Final reviewed doc ments ® = PIPE :9A ZBA File# -703 13 = MONUMENT Date: (3 / EL. = PROPOSED ELEVATION d4� LOT NUMBERS ARE REFERENCED TON "MAP OF GARDEN HEIGHTS" IN THE OFFICE OF THE SUFFOLK COUNTY CLERK FILE N0. 577 �. The location of public water, wells and cesspools shown hereon are € '' from Feld cbservations and or from data obtained from others. ELEVA TIONS REFERENCED TO NA VD 88 c- } ANY ALTERA77ON OR ADD/TION TO THIS SURVEY IS A VIOLATION �•~ I AM FAM/LIAR W/1H THE STANDARDS FOR APPROVAL . '`� "'� N. S. LIC. NO. 49618 OF SEC71ON 72090F THE NEW YORK STATE EDUCA 77ON LAW. ` EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER77FICA77ONS AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL ADDIT70NALLY TO COMPLY W/7N SAND LAW THE TERM "ALTERED BY" PECON/C SURVEYORS, P.C. HEREON ARE VALID FOR THIS MAP AND COP/ES THEREOF ONLY IF SYSTEMS FOR SINGLE FAMILY RESIDENCES AND WILL ABIDE MUST BE USED BY ANY AND ALL SURVEYORS UTILIZING A COPY (631) 765-5020 FAX (631) 765-1797 OR COP/ES BEAR THE IMPRESSED SEAL OF THE SURVEYOR BY THE CONDITIONS SET FORTH THEREIN AND ON THE OF ANOTHERS SURVEYORS MAP-TERMS SUCH AS "INSPECTED" AND P.O. BOX 909 SAID MAP WHOSE SIGNATURE COP APPEARS HEREON. PERMIT TO CONSTRUCT. "BROUGHT— TO— DATE" ARE NOT IN COMPLIANCE WI7H THE LAW. AREA= 8,982 SQ. FT. 1230 TRAVELER STREET 1 SOUTHOLD, N.Y. 11971 1 6-094 SCDHS !REF'# R10-02-0233 SURVEY OF PROPERTY c.; ; j!3A T MA TTITUCK T. TOWN OF SO UTHOLD ® SUFFOLK COUNTY, MY �O.� �O \ p �U Noll ANG - 1000-139-03-49 ID �NKN° SCALE: 1'-20' t OCTOBER 14, 2016 NG November 16, 2018 (foundation loc.) 0 l ` 1k �_,�r "0� p � pOs� Q 0 { rn o. �p , RVQ gNwo� � , �p"E _---- - - v , °' L0 a"o' o TEST HOLE DATA 10 McDONALD GEOSCIENCE O,�O ` to 0 / 11/2%2 EL 15' 2 k rap ` c?l \,01 DARK BROWN LOAM OL 2' PALE BROWN nNE PP SAND WfTH 20Z GRAVEL SW ` 0. ��` ---- 6' COA r0 MEDIUM SBROwnNE AND SP SE 0 ,. ---- � EL. 0.0' 4.4' WATER op WATER IN PALE BROWN y FINE TO MEDIUM SAND SP 17' 0 N �d6l A �99� i Y 7� 0 = PIPE ' V ® = MONUMENT PROPOSED SEPTIC SYSTEM F-1-7-1 = PROPOSED ELEVA77ON 4 BEDROOM HOUSE 1-PRECAST 1000 GALLON SEP71C TANK LOT NUMBERS ARE REFERENCED TO 2-8' LEACHING POOLS 6' DEEP ' WITH 3' SAND COLLAR 3' MIN. ABOVE 'L t ""MAP OF GARDEN HEIGHTS" GROUND WATER ' t .��aF rv'�;y IN THE OFFICE OF THE SUFFOLK COUNTY CLERK 1 C.) FILE NO. 577 The /ocaboR of public water, wells and cesspools shown hereon are •�. x, �� ELEVATIONS REFERENCED 70 NA VD 88 from field observations and or from data obtained from others. l AM FAMIUAR WITH THE STANDARDS FOR APPROVAL ; V . ANY AL7ERA77ON OR ADDITION TO THIS SURVEY IS A VIOLATION ` ` " OF SECTION 72090F 7HE NEW YORK STATE EDUCATION LAW. AND CONSTRUC710N OF SUBSURFACE SEWAGE DISPOSAL ADDl7IONAtLY TO COMPLY W1TH SAND LAW THE TERM ALTERED BY" % ' 3 n 1 UC. NO. 49618 EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER77RCA77ONS SYSTEMS FOR SINGLE FAMILY RESIDENCES AND WILL ABIDE MUST BE USED BY ANY AND ALL SURVEYORS U77UZING A COPY PECOhl1 ►RVEY IRS, P.C. HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF BY THE COND177ONS SET FOR7H 7HEREIN AND ON THE OF ANOTHERS SURVEYORS MAP.TERMS SUCH AS "INSPECTED" AND AREA= 8,982 ,sQ. FT. (631) 765-502 FAX (631) 765-1797 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR %"BROUGHT- TO- DATE" ARE NOT IN COMPLIANCE Nfi1H THE LAW. P.O: BOX 909 ---- WHOSE SIGNA7URE APPEARS HEREON. PERMIT TO CONSTRUCT. 1230 TRAVELER STREET .16-094 SOUMOLD, N.Y. 11971 ' r SCDHS REF# R10-17-0027 f r SURVEY OF PROPERTY AT MATTITUCK y .F` T 0 WN OF SO UTHOLD l V.01 \2 '1 \,o1 SUFFOLK COUNTY N. Y. ` \.�N o " 1000-139-03-49 SCALE: V=20" OCTOBER 14, 2016 oke November 16, 2018 (foundation loc.) 1 MARCH 5, 2020 (FINAL) 01 1 1 1 �� \k ``N° 50x) 7.0 \ � vNOER H ' 106�3 3cv+ sJ w o. ..--'" ,✓ \. N � l Z IC O GMF rnr o 0`�lE� -ANG '` ® . ---------- - -SEPTIC LOCATION N�0'�� s `� 1 0 wAw wBw �6 �` moo. o TEST HOLE DATA ST 23.8 20.8 /' 4 w• Q�O O 1 9; �\ F F�oM �'� / MCDONALD GEOSC/ENCE �6\ WOODp� \ - 11/2%2 LPA 19 31.8 /' \/ PORCH �i. g19 �`� �� 5 EL. 15' X01 O ' DARK BROWN LOAM OL LP2 31. 11 31.3 2 F ti < ti°� •�'� PALE BROWN FINE NI°lF SAND KITH 209 GRA VEL SW �, �� DW �� R Ft\E N�Rl WINDOWwAw P \� v� BROWN FINE TO COARSE VBAC WP n��_ 09 \ o ��° \� TO MEDIUM SAND SP PC 0 J R/0 WOOD 0 4 CIO PORCH ST --- P 1 o 4 00.`L EL. 0.0' — 4.4' WATER METER WATER IN PALE BROWN LP2 c �,�a� FINE TO MEDIUM SAND SP o. N j°1F octi to '"y� o� 17' SUFFOLK COJN Y DEFARTMENT OF HEALTH SERVICES APV �• Q��. �•y � � �. APPR,:?J.AL Or-CONSTRUCTED WORKS FOR A S;NGLE FAMLY RESIDENCE APRLLL2XH.S.Ref.No The sewage disposal and vaster supDty at dais Lyon have been KEY 'S 1g9 inspected and/or certified by this Department or other agencies and found to o be satisfactory FOR A VAXIraUM F,-�f— BEDROOMS. Q REBAR1-0 ® = WELL - � � Craig Kncypper, P.t---., Chief ® = STAKE E' Office of.Wa.sicv�ater Mann omen <: = TEST HOLE ® = PIPE ® = MONUMENT = WETLAND FLAG c-Q-, = UTILITY POLE ELEVA TIONS REFERENCED TO NA VD 88 I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL AND CONSTRUCTION GF SUBSURFACE tiC)�A LOT NUMBERS ARE REFERENCED TO "MAP OF GARDEN HEIGHTS" SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES AND WILL AB/DE BY THE IN THE OFFICE OF THE SUFFOLK COUNTY CLERK FILE NO. 577 COND177ONS SET FORTH THEREIN AND ON THE PERMIT TO CONSTRUCT. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A WOLA77ON W. THE LOCATION OF PUBLIC WATER, WELLS AND CESSPOOLS SHOWN HEREON ARE OF SECTION 72090E THE NEW YORK STATE EDUCATION LA FROM FIELD OBSERVATIONS AND OR FROM DATA OBTAINED FROM OTHERS. `.A'., LIC. NO. 49618 EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CER70CATIONS PECON/C)§Us�VE.YORS, P.C. HEREON ARE VALID FOR THIS MAP AND COP/ES THEREOF ONLY IF ADD177ONALL Y TO COMPL Y WITH SAID LA W THE TERM "AL 7ERED BY" MUST BE USED BY ANY AND AREA= 8,982 SQ. F7: (631) X65-5020 -FAX (631) 765-1797 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF 7HE SURVEYOR ALL SURVEYORS UTILIZING A COPY OF ANOTHERS SURVEYORS MAP. TERMS SUCH AS P.O. BOX 909 WHOSE SIGNATURE APPEARS HEREON. " 16-094 INSPECTED" AND "BROUGHT— TO— DATE ARE NOT IN COMPLIANCE W/7N THE LAW. 1230 TRAVELER STREET SOUTHOLD, N.Y. 11971 REScheck Software Version 4.6.4 Compliance Certificate Project NEW RESIDENCE, Proj. #16.62 Energy Code: 2015 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,041 ft2 Glazing Area 14% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Mattituck,NY Lejon Enterprises Gary D. Cannella Associates PO Box 277 55 Knickerbocker Ave. East Setauket, NY 11733 Bohemia, NY 11716 631-563-5100 Compliance: 0.7%Better Than Code Maximum UA: 274 Your UA: 272 Maximum SHGC: 0.40 Your SHGC: 0.31 ` The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Assembly or Cavity Cont. U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 842 30.0 0.0 0.035 29 Ceiling 2: Cathedral Ceiling(no attic) 24 19.0 0.0 0.052 1 Wall 1: Wood Frame, 16" o.c. 2,020 15.0 3.0 0.061 104 Window 1:Vinyl Frame:Double Pane with Low-E 237 0.340 81 SHGC: 0.31 Door 1:Solid 38 0.400 15 Door 2: Glass 40 0.340 14 SHGC: 0.31 Floor 1:All-Wood joist/Truss:Over Unconditioned Space 817 30.0 0.0 0.033 27 Floor 2:All-Wood joist/Truss:Over Outside Air 23 19.0 0.0 0.047 1 Aq Compliance Statement: The proposed building design describe n a building plans,specifications, and other calculations submitted with the permit application.The propos g has be d to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory re it ntOlin the Inspection Checklis . ame-Title to _ Dat O G 123 C+ O Project Title: NEW RESIDENCE, Proj. #16.62 Report date: 05/04/17 Data filename:\\FS1\Shared\GDC FOLDER\GDC 16 PROJECTS\16.62 HOEFFNER MATTITUCK\RES Page 1 of 1 CHECK\16.62 MATTITUCK LOT 5.4.17.rck c CREScheck Software Version 4.6.4 �(J Compliance Certificate Project NEW RESIDENCE, Proj. #16.62 Energy Code: 2015 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,041 ft2 Glazing Area 14% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Mattituck,NY Lejon Enterprises Gary D. Cannella Associates PO Box 277 55 Knickerbocker Ave. East Setauket, NY 11733 Bohemia, NY 11716 631-563-5100 . trade-off Compliance: 0.7%.Better Than Code Maximum UA: 274 Your UA: 272 Maximum SHGC: 0.40 Your SHGC: 0.31 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Assembly or Cavity Cont. U-Factor UA "Ceiling 1: Flat Ceiling or Scissor Truss 842 30.0 0.0 0.035 29 Ceiling 2: Cathedral Ceiling (no attic) 24 19.0 0.0 0.052 1 Wall 1:Wood Frame, 16"o.c. 2,020 15.0 3.0 0.061 104 Window 1:Vinyl Frame:Double Pane with Low-E 237 0.340 81 SHGC: 0.31 Door 1:Solid 38 0.400 15 Door 2: Glass 40 0.340 14 SHGC: 0.31 Floor 1:All-Wood Joistfrruss:Over Unconditioned Space 817 30.0 0.0 0.033 27 Floor 2:All-Wood Joistfrruss:Over Outside Air �R O .4 23 19.0 0.0 0.047 1 el C:A C Compliance Statement: The proposed building design described tdonnsistent uilding plans,specifications,and other calculations submitted with the permit application.The propose ha n de ' o meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory req e t R Inspection Checklist. Name-Title S Date .y t27� d F Ofi i Project Title: NEW RESIDENCE, Proj. #16.62 Report date: 05/04/17 Data filename: \\FS1\Shared\GDC FOLDER\GDC 16 PROJECTS\16.62 HOEFFNER MATTITUCK\RES Page 1 of 1 CHECK\16.62 MATTITUCK LOT 5.4.17.rck t REScheck Software Version 4.6.4 Compliance Certificate Project NEW RESIDENCE, Proj. #16.62 Energy Code: 2015 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,041 ft2 Glazing Area 14% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Mattituck,NY Lejon Enterprises Gary D.Cannella Associates PO Box 277 55 Knickerbocker Ave. East Setauket, NY 11733 Bohemia, NY 11716 631-563-5100 icompliance: Passe� using UA trade-off Compliance: 0.7%Better Than Code Maximum UA: 274 Your UA: 272 Maximum SHGC: 0.40 Your SHGC: 0.31 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Assembly or Cavity Cont. 1.1-Factor UIA Ceiling 1: Flat Ceiling or Scissor Truss 842 30.0 0.0 0.035 29 Ceiling 2: Cathedral Ceiling (no attic) 24 19.0 0.0 0.052 1 Wall 1:Wood Frame, 16" o.c. 2,020 15.0 3.0 0.061 104 Window 1:Vinyl Frame:Double Pane with Low-E 237 0.340 81 SHGC: 0.31 Door 1:Solid 38 0.400 15 Door 2: Glass 40 0.340 14 SHGC: 0.31 Floor 1:All-Wood joist/Truss:Over Unconditioned Space 817 30.0 0.0 0.033 27 Floor 2:All-Wood Joist/Truss:Over Outside Airq-D 4 19.0 0.0 0.047 1 g� o, cAtvcg. Compliance Statement: The proposed building design described her gs'}ste ith g plans,specifications, and other calculations submitted with the permit application.The proposed b s e sign et the 2015 IECC requirements in REES�cheeck Version 4.6.4 and to�comply with the mandatory require Ist c &c ection Checklist. (�'f'Y Name-Title igna Date '0 3� Cl 0E- ME Project Title: NEW RESIDENCE, Proj. #16.62 Report date: 05/04/17 Data filename: \\FS1\Shared\GDC FOLDER\GDC 16 PROJECTS\16.62 HOEFFNER MATTITUCK\RES Pagel of 1 CHECK\16.62 MATTITUCK LOT 5.4.17.rck ti C�J( REScheck Software Version 4.6.4 Compliance Certificate Project NEW RESIDENCE, Proj. #16.62 Energy Code: 2015 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,041 ft2 Glazing Area 14% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Mattltuck,NY Lejon Enterprises Gary D.Cannella Associates PO Box 277 55 Knickerbocker Ave. East Setauket, NY 11733 Bohemia, NY 11716 631-563-5100 Compliance: Pass�es using a Compliance: 0.7%Better Than Code Maximum UA. 274 Your UA: 272, Maximum SHGC: 0.40 Your SHGC: 0.31 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 842 30.0 0.0 0.035 29 Ceiling 2: Cathedral Ceiling(no attic) 24 19.0 0.0 0.052 1 Wall 1:Wood Frame, 16" o.c. 2,020 15.0 3.0 0.061 104 Window 1:Vinyl Frame:Double Pane with Low-E 237 0.340 81 SHGC:0.31 Door 1: Solid 38 0.400 15 Door 2:Glass 40 0.340 14 SHGC: 0.31 Floor 1:All-Wood joist/Truss:Over Unconditioned Space D 4 30.0 0.0 0.033 27 Floor 2:All-Wood joist/Truss:Over Outside Air e�j"� 0, CgIV,,� 19.0 0.0 0.047 1 F � Compliance Statement: The proposed building design described hei the plans,specifications, and other calculations submitted with the permit application.The proposed h e t the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requi li ck ction Checklist. a Name-Title at Date .y „o t � Or ly N Project Title: NEW RESIDENCE, Proj. #16.62 Report date: 05/04/17 Data filename: \\FS1\Shared\GDC FOLDER\GDC 16 PROJECTS\16.62 HOEFFNER MATTITUCK\RES Page 1 of 1 CHECK\16.62 MATTITUCK LOT 5.4.17.rck S APP/9O1 ED AS NOTED DATE: / B.P. COMPLY WITH ALL CODES OF FE _ BYO_ NEW YORK STATE &'TOWN CODES I`IO-IIUiLDiNG r- AS REQUIRED AND CONDITIONS OF DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE � SOMMI)TOWN ZBA FOLLOWING INSPECTIONS: 'I. FOUNDATION - TWO REQUIRED ' FOR POURED CONCRETE sea!-0MM Bl1STEES 2. ROUGH - FRAMING & PLUMBING 3. INSULATION - O-Bc - 4. FINAL - CONSTRUCTION MUST Blower door BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE and ductwork REQUIREMENTS OF THE CODES OF NEWOCCUPANCY testing required. YORK STATE. NOT RESPONSIBLE FOR g DESIGN OR CONSTRUCTION ERRORS. USE IS UNLAWFUL WITHOUT CE- T9FICATE OF O C C U Pig N CY Must provide Manuals I~LUMIBEr CERTIFICATION D, J and S as per ON LEAD CONTENT BEFORE NYS Energy Code CER IFICATE_OFOCCUPANCY PLUMPING SOLDER USED IN WATER ALL PLUMBING WASTE &WATER LINES NEED SUPPLY-SYSTEM CANNOT TESTING BEFORE COVERING RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 EXCEED 2/10 OF 1%LEAD. OF THE TOWN CODE. y a 0'00""-ndsaEcrroN RE4uracv A11 exterior lighting h installed,replaced or Ce ddr�lOna • 1 repaired shall conform TRUSS lfai' Nfica�ion to Chapter 172 S PLACARDING REQUIRED Rept!0 of the Town Code ed• w DO NOT PROCEED WITH FRAMING UNTIL SURVEY OF FOUNDATION LOCATION HAS BEEN APPROVED. I ,�l A 2-1 Gd COMMON NAILS @ G" O.C. RIDGE VENT U.L. APPRV'D HDU5 (TYPICAL) PRE FAB FLUE b z; PREDYLECTED HOLDDOV (TYPICAL) cv RIDGE VENT, TYP. (EITHER SIDE) NOTE: I r FIBERGLASS ROOF SHINGLES W.O.C.D.= WINDOW OPENING CONTROL DEVICE. VINYL 51DING-----'-' 12REFER TO WINDOW NOTE SKEET A-2 �— //--RIDGE VENT (TYPICAL) TOP Of PLATE :12 VINYL SCALLOP TYPICAL CORNER IF IDER.GLA55 ROOF SHINGLES V/ NOTE: SET WINE) HOEDOWN PLAN DETAIL- _ 7 SIDING WINDOWS rYPON @ 7-0" A.f.F. AT w u 013 SCALE:N.T.S. I X FASCIA SECOND FLOOR IF PONT YL SIDING FREIZE BID. VIN TOP Of SUB fL. TOP Of PLATE x" V_ TOP Of PL. _T1 V_ T, T PREDEfLECTED HOLDDOWN T-T tu (EITHER,SIDE) F71 RIDGE VENT, TYP. 5/8" 0 ANCHOR,EOLT TOP Of SUB IFIL. tn F 1�� NOTE: DECORATIVE SHUTTERS COUPLER, NUTS ------- I rn FRONT ELEVATION ONLY WOOD STEPS TO TOP Of CONC. I - C/) CNW GALV, MTL--�y"'�J1 WC Dj* �D WOOD 5/8" 0 ANCHOR,EOLT GRADE WITH HA AWAY AS AS REQUIRED REQUIRED x! L - 1 HANDRAILS RA I L5/ AREAWAY VINYL SIDING 013 OP Of SUB FL. BY GRADE 13L. FLASHING (TYPICAL) TOP Of fOOTIN_GA_ TOP Of PL. TYPICAL CORNER � � -- HOEDOWN SECTION DETAIL U.L. APPRV'D _ - 011 CD REAR ELEVATION 1 8 1 CD PRE FAB FLUE z CA SCALE:N.T.S. kn (TYPICAL) 12 ___1 F� fI13EP\GLA55 R.00f SHINGLES 7 10, 12 12 L 7 p -lik I I ct ct __]7 30 RAILING lk4 ci TOP Of PLATE L. FLASHING j OP Of SUB FL. -011 11011 (TYPICAL) kn O.H. 12 kn 5 TYP. TOP Of CONC. TYP. 12 1 2 0.H. 5 "VINYL SIDING 5 TOP Of SUB FL. 4"X 4" POST WD. STEPS W1 4" X 4" POST 5TEFfOOTING W1 I"X TRIM H AN D RAI L5 TO W1 I " X TRIM 2: 1 < MAX. TOP Of PL. OVER.(TYP.) GRADE AS REQ'D� OVER (TYP.) 00 _�Ll 2" DIA. P.C. PIER 30 FAILING -1 VINYL SIDING , 3'-0" BELOW GRADE '3 1 G'X 7*0.H.000R5 MIN. (TYPICAL) _ TOP Of SUB FL. TOP Of FOOTING F TOP Of CONC. I WOOD I 0 71 TO GRADE WITH D STEPS !L LLL HANDRAILS _F_I AS REQUIRED TOP Of FOOTING FRONT ELEVATION L V�t STEP FOOTING -------- B O-5CA @ : I < MAX. u SCALE: 1/4"=1'4' 3/OX5/0 DH (TYPICAL) LEFT IF T 51DE ELEVATION RIGHT SIDE ELEVATION 541-011 1/2"0 ANCHOR BOLT 4" VV R, 91-011 HDU5 PREDEfLECTED s, I- -I-- u HOLDDOWN i21-011 Gl-411 221-011 0-811 f7" F_ I I 12" 2" 12" 1 12" 12" 12" 12" TUB 1 1 1 q C) 1) wc. LAV LAV TUB 411 Gl-411 411 1/2"0 ANCHOR BtLT 0 0 1 wc. SHEATHING f2" 5h I'-G" SECOND FLOOR GALV. MTL. 2? 2"� J3"1 B AREAWAY ---------------t 12" DIA. P.C. PIER. PLAN VIEW C.0.1 AS KQUIKE13t�&T_ 3'-0" BELOW GRADE MIN. ------- 3" C-0. (TYPICAL) 311 co 00 SHEATHING TO 13E fA5TENE - - -I T_ _AZ I CID � _F --I u W/5d COMMON NAILS IN A 3" F_ 2" 12" c\j - - L28-1-71 - - - - -- - - - - - -281 - - - - - - - GRID PATTERN 5 SHOWN 1 2" 12" 12" 5 INC. I _7_ co _T F 2n'X5" REATED K._.. . GARAGE DOOR HEADER BMP )PKT' '/' REFER TO WALL (T)/P.) LEDGER BID. TECO D.J. .11. . . . . . .. 2" DW. REfER.TO DETAIL SHT 4 6 BRACING DETAIL FIRST R5T f LOOR q- 211 NOTE: FIRE PROTECT 0 THIS SHEET �Y FRAMING AT HTR. W1 6 'X ' BP\IDGIN I G x Ln PROVIDE (2) C520 STRAPS TO AN APPROVED C.O. 5/8" FIRE RATED GYP. AT MID5PAN (24" LONG) 0. 5D. AS PEP,CODE STEP FTG. DOWN SANITARY SEPTIC Q 3 1/2" DIAM, STEEL COLUMN < 'Ap � c\j 2- 1 MAX ON IN51DE Of WALL SYSTEM W1 30 X 3G"X 12" P.C. FTG. (TYPICAL UNLESS NOTED) Ln -..ii F- �_!A_b N 31-411 L I A- -i 1- -1 1' . Z_ Lu( Nr 0 STUDS @ CORNER , SCHEMATIC PLUMBING DIAGRAM (E x 1-K 2 FJ c\j 112"0 ANCHOR BOLT HDU-5 N.T.5. F__ wl 2"x2" 5Q. WASHER PLUMBING NOTES: _j TRTD SILL PLATES I. SANITARY DFAINAGE, WASTE, AND VENT SYSTEM TO BE IN N (3) /4 x 1.7Z/�" LVL GIRDERX WITH CHAPTERS 30 AND 31 OF THE c\j -4-PROVIDE BILCO'15CAPEML" 7 F_ - r �- - — — — - �_ ACCORDAN,. 0 I MODEL#4,5G2-54 WITH SIDE -1 fND. INTERNATIONAL RESIDENTIAL CODE, 2015. • I PANEL EXTENSION #3019-54 L _j L _J 5M. PKT-/ 2. VENT PIPES 5HALL TERMINATE MINIMUM G"ABOVE THE 0 (TYP.) P100f. WITH COVER. INSTALL UNIT k F� t 3. ANY TRAN51rjON5 IN VENT DIAMETER TO OCCUR NOT LESS AS PER.MANUF. 5PEC5. 0 • 1 THAN 12" 11�511)1 THE THERMAL ENVELOPE. kr; 2" X 8" f.J. (cD- I G 0.C. U- u CELLAR IN 0 4" P.C. SLAB ELEVATION VIEW u 0 0 I - 110 Ln PROVIDE 2r o' "x8"TREATED /1 - LL-- - OVER V.B. 2 > I UP I 3R, 0 5U13fRAME AROUND 1 2. 0_1* UNEXCAVATECI (2) 211 X 811 ccQ.o ) 4" P.C. 5LAD TYP-I-CAL. BRACED WALL PANEL REI'LICTIVE RED ROMAN ALPHANUMERIC 111-101, 1 31-4" L x 17�01 11 JOG �n PITCH TO 0.11. DROP TOP DF F-BIVI. P`KT1 DOOR. PND. WALL @ GARAGE DOOR DETAIL FANTONE DESIGNATION D SLAB OVER. SCALE: 1/2" V-0" RIF IF HAUNCH 0\1 9.19.16 (Typ-) — — — — — — -- - - - -- — - —* v date: (PM5)# 187 REFLECTIVE WHITE •— - — - — - proj. 16.62 L Z_ 6 REFER TO CORNER 2"X8"TREATED 0 TYPICAL FOUNDATION TYPICAL ANCHOR DOLTS, II HOLD DOWN DETAIL 2" X 8" D.J. 0 1 - -1 /2 LEDGER BD. TECO D.J. - • Lu THIS SHEET (TYPICAL) @ 100.G. -1 1 - . I V_ REI`ER TO DETAIL 5M EET 4 m (1) c\j 8" POURED CONCRETE WALL 6-0" 112" 0 x G'-O" O.C. W1 MINIMUM drwn. by: MS 2" GIRDER_ -Y -NI HIGH wl (1)#4 BAR @ 12" FROM TOP EMBEDMENT Of 7" WITH 2"X2" I'll - - - Of WALL AND (1)#4 BAR @ SQUARE WASHER. HOLD 12" Off TRUSS INDENTIFICATION SIGN DETAIL chkd. by: DK A�LINE OF 12" 0 P.C. PIER MIDPOINT AND #G VERTICAL BARS @ CORNERS AND G" TO 12" Off EACH SCALE: 1 1/2" F-0" DECK ABOVE " BELOW 35"o.c., ON I G" x 8" P.C. FOOTING END OF EACH SILL PLATE. PROVIDE GRADE MIN. (TYP W1 2" x4" CONT. KEYWAY,(2) 2" x G" UPLIFT STRAP CONNECTIONS, SEE TREATED SILL PLATES, SILL SEAL, DETAIL SHEET #3. TRUSS IDENTIFICATION SIGN SHALL BE DESIGNED IN ACCORDANCE -• .-4 r�c sheet no. 101 GP-411 G1,511 G'-G" 0-811 Gl-411 TERMITE SHIELD t DAMPPROOfING. WITH TITLE 19 NYCRR FART 12G5 AND SHALL 13E AFFIXED f IXED ON OR ADJACENT TO ANY ELECTRIC METER BOX ATTACHED TO THE < 331-4511 201-411 EXTERIOR OF THE STRUCTURE FOR FIELD INSPECTION. • 51MP50N OR EQUAL HOLDOWN5 541-011 TO BE PROVIDED AT CORNERS OF BUILDING AND AT OPENINGS A, 0 0 1?11 0 FIT] t I U11 F 0 U N D A T 1 0 N P L A N 114 1 - 011 GREATER THAN G'-O" WIDE SEE Or NS 44 DETAILS THIS SHEET. of 34'-0" 54'-0" ROOF FRAMING NOTE: 3'-0" 0-0" 10'-0" 8'-G" G'-0" AT "LAYOVER' FRAMING, PROVIDE GALVANIZED METAL 2'-0" G'-4" 10'-4" 1 1'-8" 13'-10" 2'-1 011 CONNECTORS (A35 BY SIMP50N OR EQUAL) TO BE USED WHERE RAFTERS BEAR ON FLAT NAILER5. WOOD STEPS TO TYPICAL CORNER TYPICAL. 2 DN. I GADS WITH AS A HOLD-DOWN 2 I I I I REQUIRED (BETWEEN FLOORS) 5/4" DECKING I 2 DETAIL ON SHEET#3 0 0 2xx1 G•0 gg2XX 550 20X 30 2 X 3 (2) 32X 50 DN. 6°5L. GL DR. 30X 30 3 XIt 3 W07�D w7'JVOGD G 0 ---- • ( ) n � II II n I u a � n -II_- • II II -----J � � 2 2 X G (2) 2 X G O2 X terr, (2) 2 G ° X 5 SHWR. _ (2) 2 X 10 (2) 2" X 1 2" 1 `,�- ; o II 2) 2" X I' i Wl TEMPGL. L- W D -- -------- k - _Q - J F I FLUE FROM - o PDR TYP. GARAGE NOTE: 12'-4" ATTIC ACCESS 2 i0" '-8 # 9'- 4' DOOR ENCL. "� BELOW O o - (� C) PROVIDE ONE LAYER OF 5/8"TYPE'X' DBL. FR. OPN'G - - - O I J11 I DW 5 p R/O >, , ` II 5,_0„ = FIRERATED G.W.B.TO CEILINGS �t 11 4" 6 6 /-� BATH in %I;'�1 M. BATH ` 4 1 2-0 4 2 I - -4'- % O `� AT GARAGE. �y BEDROOM 2 - INSULATE ALL WALLS(R13) CLG5.(R30) O �� Q S.D. Ali O.i ''\ l° � 4 O <� �9 \�_ _ / ;24 - @� D. C. S�0,�,�2Ge COMMON WITH HOUSE. _ - .1 - 11 Q II II II o 5.D. C.O. c) (2)2X8 2 X 8 F.J. @ 16 o.c. - u_ s 1. c� w _ 1 BRKFST. AREA ` KITCHEN _ _= a I O fl- •) i ) - v o SL. CLG. % x 26 DN rA - - N m I \ ',,2 - (2)2 X8 WD. STEPS N >< x � , DN. 13R C) GREAT RM. N (2)x8" ,_ II N A5 REQ'D Q� • -- 1 2 M N N a SL. o DN.13R 1 ; u, _ REF. 2 CAR GABA E Q.) 31_211 41 3 -Ou 411 S\'-j _ 4' 12'-Ou 411 _ 411 31_411 ,4,1 21 114' 7'-On _611 , I '� o LG. _ o -- N , 4" P.C. SLAB _ •---� `+- - - N (2) 13/4"X 7 I/4" LVL w/5/8"5TL PlN< 2 2"X8" r(2121 (2)1 3/4" x I/4" LVL FLUS SLOPE TO O d O CLO. ct _Lc_ - - _ - - - - - - - ------ ---- - -�---- __- - 1 I • 2"X 12" RIDGE -' N (BETTER HDR. #54) FLUSH ---- -- -------- O i I N N � ) 2" X 10" 12211X811 O.H. DOOR _ ; V O J TOP SET FLUSH w/F , TECO EA J �? W.I. � I I o v� 2 I ALL o o % CLO. f� -' Lu ROOF BELOW i HR.5 BIFLD. �= 5.D./ HR. , \0- MASTER oCU = G RM. oBEDROOM 2I2I� U � V X 10 � .r; N M BEDROOM 3 ° o I TRAY CLG. CO U N' N' I N O o kn in - � : _ 1 11 X X - �ji z = u CONT. (3) 1 3/4"X 14" LV .p _ - --------- - - ----- ------- _@ 9-I N - a� C G @� - p2J``f�r 8" , p- -� -m o V O p I Q _ N I - \O in 4 12-0 4 4' �- I- 12'-011 1 11 II 1 11 411 O 12'-0" oL -; 411 HT1 11 ' ' til 1 11 11 ' ' O o P 13 R G-8 1 oC U ti 4 � , � Q I--- ' � i in 14-0 _• z 4 X I FOYER 03 z� ip 211 X G" R.R.1@ 16"c. 2�, 1 U N i Q p[ @� I k O X X BUILD OVE 2a z �•' 1 _ X U 1 _ i 1 N Q' - - - - - SL. • � (2) 211X811 (2) 211X811 1 2 2 X� N (2) 2" X ,5" (2) 2"X8" U • 1 11 11 1 1, 11 1 CLG. 11 11 ( ) c (2) 2 X 6 (2) 2 X G (2) 2 X G (2) 2 X G 2) 2 X G _- -----32X_5-9----- - 32X --`t----- ------DN ------- ---------��X S-�-----------32X s�---- x x 32X 50* 32X 50 '� 32 5 32X 50* 32X 50 POR H 0 8 I 2"X.5" R.R. N N w/WOCD w/WOCD w/WOCD w/WOCD w/WOCD *NOTE: SET SECOND 5/41 DE KING 3 X G INS. I I G"o.c. WITH "ON ABOVE FLOOR FRONT WINDOWS W.S. DOOR 2"X GG,C.J.c - - REF. ELEVATION AT 7'-O" A.F.F. � I I @ (2) 2" X 8" (2) 2" X 8" � -f 3° RAILING (2)----_ 2" X 8" GIRDER fV DT . - - - _ - DN. --- - - 32X 50 32X 50 A PROVIDE GALVANIZED METAL LOOK AREA5: 4"X 4" POST 2 CONNECTORS AT LAYOVER ROOF W/ I"X TRIM OVER FIRST FLOOR: 844 S.F 211 GI-8 11 0-511 G1_G11 61.811 GI_811 14411 SECOND FLOOR: 733 S.F. I WD. STEPS W/ B HANDRAILS TO TOTAL: 1 ,577 5.F. , � i � GRADE AS REQ-D. , 1 r 1 II 1 11 GARAGE: 41 1 S.F. 11 1 11 1 11 I 11 � 1_ 11 1_ 11 1_8" G'-0 3-4 31-411 G-0 7-8 7-8 61_011 31_pll 1_ 11 1_ 11 3'-4111 G 0 l 7 8 � 7 �. 'I G 2 51-011 G 2 34'-0" NOTE: 33-8 20"-411 1 11 = I 1 _ O 11 LVL REFERS TO LAMINATED VENEERED S E C O N D F L O O R P L A N 114 LUMBER (1 .9E MICROLLAM) 541-011 M--� DEARING WALL MANUFACTURED BY 1LEVEL TRU5 JOIST FIRST FLOOR PLAN 1 / 4 �� = I 1 - O 11 � OR EQ.. BEARING WALL CONT. RIDGE VENT HOLD SHEATHING BACK FOR AIR Q� CIRCULATION,TYP. FIRE BLOCKING NOTES: CALCULATION FOR FLOOR JOIST OVER CONT. RIDGE VENT HOLD c 1 2 2"x 10" RIDGE,TYP. O FAMILY RM.(OFF5ET LOADING) SHEATHING BACK FOR AIR TYPICAL ROOFING CON5TRUCTION PROVIDE FIREBLOCKING AT THE FOLLOWING LOCATIONS: CIRCULATION,TYP. FIBERGLASS CLASS 'A' ASPHALTIC ROOF „�� 7 •IN CONCEALED SPACES OF STUD WALLS � PARTITIONS �2N 10"RIDGE,TYP. rT1 SHINGLES, ICE SHIELD UNDERLAYMENT, 0 �0• (VERTICALLY @ CEILING t FLOOR LEVELS; HORIZONTALLY MAXIMUM MOMENT ON JOIST. 15# BLDG. FELT, 1/2" EXTEK.GRgDE PLYWOOD 3�� / @ INTERVALS NOT EXCEEDING 10') 12 _ SHEATHING, ROOF RAFTERS AND CEILING �(,�G / •AT ALL INTERCONNECTIONS AT SOFFITS, DROP CLG'S t I . FROM CONCENTRATED LOAD OFFSET G'-0" FROM END BEARING: 5 ��%:- J015TS AS PER PLAN, / -- - COVE CLG5. 335plf ( CLG, WALL) X 1 .33 (1 G O.C. JOIST SPACING) 2"X G" C.T. - s I II '' I '-0" •AT CONCEALED SPACES BETWEEN STAIR STRINGERS @ 445.5# ON EACH JOIST. 1-011 R-30 INSUL. II Ii II Ii�� @ 32" O.C. 2 X G C.T. @ 32 o.c. TOP AND BOTTOM OF RUN. M=PI= 445.5# (1 2-) = 1336.5 ft.-Ib5. I/2 G.W.B. O.H. O.H. s •AT OPENINGS AROUND VENTS, PIPES AND DUCTS @ 4 4 i/ R-38 I NSUL. R-30 INSUL. I"X FASCIA BD. CEILING AND FLOOR LEVEL W/APPROVED MATERIAL TO 2. FROM SECOND FLOOR UNIFORM LOAD: TOP OF PLATE i- _ •,x, xx ,1 s ' ku'� xY �bx -`'� RESIST THE FREE PASSAGE OF IF AND PRODUCTS OF - --- r- � 40 plf X 1 .33= 53.2 # - - - FRIEZE BD. (2) 2" X 4"TOP PL. VENTED VINYL SOFFIT COMBUSTION. MAX. MOMENT AT POINT OF LOAD. FIREBLK'G, TYP. 1/2" GYPSUM WALL •OVER ALL GIRDERS AND BEARING WALLS. M= wx = 53.2 (G) =957.6 ft.-Ib5. BD. @ WALLS *CLG. 2 (►-X)- 2 (I 2 - G) TYP. GARAGE NOTE: BRG. WALL-1M= 133G.5+ 957.6 = 2294. 1 ft.-Ib5. PROVIDE ONE LAYER OF 5/8"TYPE'X' ' BEDROOM 3 CLO. BEDROOM 2 TYPICAL WALL CONSTRUCTION FIRERATED G.W.B.TO CEILINGS ' REQUIRED SECTION MODULUS= 5=M/fb. AT GARAGE. 00 BLIND FLASHING VINYL SIDING ' WINDOW DESIGNATIONS REFER TO PDR INFILTRATION BARRIER SILVERLINE WINDOWS AN ANDERSEN COMPANY JOISTS: doug-FIR NO. 2, REPETITIVE USE FOR 2 x 8 INSULATE ALL WALLS(R13)#CLGS.(R30) 2"X G" C.J. @ I G" O.C. 5/8 PLYWOOD 11 fb= 1 242 PSI COMMON WITH HOUSE. 12 SUBFLOORING (TtG) 112" RIGID INSULATION BD. SERIES# 2901 SINGLE HUNG. ALL UNITS TO BE FLOOR JOISTS AS PER 2"X 8" R. R. PLAN W/ CR05S BRIDGING�[� PACE MOUNT HANGER @ EA FJ 112" PLYWOOD SHEATHING OITS A5 PER MANOUFACTURES MIN DP 24 C F CAT ONI�G. INSTALL ALL t 5 REQUIRED =2294. 1 ft.-Ib5. X 12 22. 1 G in 3 2 CAR GARAGE 5F_ _ @ EA. SIDE OF BM 2 X 4 STUDS @ 16 O.C. R-30 INSUL. TOP OF SUB FL.@ I G o.c. -SPAN (IYP.) i ` ; i BATT T.G. = REFERS TO TEMPERED GLASS. 242 p . .,Y INSUL. (R- 15) WOCD = REFERS TO WINDOW OPENING CONTROL DEVICE. 5 2X8 - 1 3. 141 in 51 4 P.C. SLAB i AT MID 1i 11 _ 3 112" GYP. WALL BD. TOP OF PL. CANT. CRO-95 BRG'G' A5 PER SECTION R312 OF THE INTERNATIONAL RESIDENTIAL SLOPE TO O.H. DOOR GRA_ I '-0" FJ S" 1/2" GYPSUM WALL AT MIDSPAN CODE, 2015. PROVIDE (2)2" X8" F.J. @ I G" O.C. ; CR05S BRG'G' ; BD. @ WALLS tcLG. HEADER AS PER PLAN HEADER AS � � AT MIDSPAN NOTE: AT LEAST ONE WINDOW IN EVERY BEDROOM CONT. #4 BARS, O 1 m •� PER PLAN DROP TOP OF w GREAT ROOM TO BE EGRESSABLE A5 PER THE FOLLOWING: G(� 1 FND. WALL HAUNCH I O H MINIMUM 500 _j .7 SQUARE FEET CLEAR OPENING WITH SLAB OVER CELLAR R-13 INSUL. NO DIMENSION, HORIZONTAL LE55 THAN 20"CLEAR, 1 .o REF. DRAWING #3 OR VERTICAL LE55 THAN 24"CLEAR. THE HIGHEST #G VERT.BARS U .� 4 X 4 P05T I @ 35"o.c. W W/ I" X TRIM LEDGER FIREBLOCKING, TYP. FOR ADDITIONAL PART OF THE 51LL TO BE LESS THAN 44"ABOVE THE ` NOTE: REFER TO SECTION A-A 4" P.C. SLAB OVER INFORMATION FINISHED FLOOR. AND DRAWING #3 FOR 1 �/ 1 OVER V.B. TOP OF SUB FL. D. (BEYOND) R-30 INSUL. U ADDITIONAL INFORMATION TOP OF CONC. (@-I G" o.c. - NOTE: ANY WINDOW WITH A 51LL HEIGHT LE55 THAN 24 (/ (2)2"x6"TREATED SILL PLATES w/ I/2"0 GIRDER AS PER PLAN (BEYOND) GRADE ABOVE FINISHED FLOOR AND GREATER THAN 72"ABOVE 5 E C T 1 O N B - V 1 / 4 11 = 1 1 - O 11 date: 9.19.16 o I lc- I ANCHOR BOLTS 2 x 2 WASHERS @ FINISHED GRADE SHALL HAVE A WINDOW OPENING CONTROL 0 ' DEVICE WHICH LIMITS THE WINDOW OPENING TO 4" UNLE55 1 ro• #: 16.62 1 2 O P.C. PIER 72"O.C. HOLD 4"- 12"OFF EA. END P OF EA. SILL PLATE, MIN. OF 7" 4 I CONT. #4 BARS, RELEASE MECHANISM IS OPERATED. MECHANISM NOT TO TYP 3'-0" BELOW EMBEDMENT INTO CONC.TYP. CELLAR REDUCE REQUIRED CLEAR OPENING AREA REQUIRED FOR 0 GRADE MIN. - « EMERGENCY ESCAPE AND RESCUE. 3 1/2" DIA. 5TL. COLUMN ON 30"X #G VERT.BARS drwn• by: MS 30" X 12" P.C. FTG.(BEYOND) @ 35"o.c. TYPICAL POST NOTE: TYPICAL FOUND. / FTG. NOTE: chkd. b DK ' ) 4" P.C. SLAB PROVIDE SOLID POSTS UNDER ENDS OF ALL HEADERS. Y� OVER V.B. 8 P.C. FOUNDATION WALLw/(I)#4 BAR @ 12l' 22" x 30" MIN. ATTIC ACCE55. DOUBLE SECOND FLOOR POSTS TO BEAR ON FLUSH FRAMING OR BE TOP OF FOOTING DAMPPROOFING 1 FRAME OPENING. ACCESS TO BE BLOCKED SOLID TO FIRST FLOOR POSTS. FIRST FLOOR POSTS TO _ _ FROM TOP OF WALL AND (I)#4 BAR @ L----J MIDPOINT AND#G VERTICAL BARS @ 35"o.c. INSULATED TO R-30). ACCESS PANEL BEAR ON FLUSH FRAMING OR BE BLOCKED SOLID TO CELLAR ON I G"x 8"P.C. FOOTING w/CONT. 2"x 4" TO BE WEATIIERSTRIPPED, GIRDER OR FOUNDATION WALL. POST SIZES AS PER THE n I 11 KEYWAY, (2) 2"x G"TREATED WOOD 5ILL FOLLOWING: d' q :` '^ ""°y `` r - 1 - O ��. 1 -f�,^��,� y,, sheet no. 5 E C T 1 O N A A 114 PLATES w/ 1/20 ANCHOR @ G O NO (2) 2 X 4 MIN FOR DBL. 2 X HEADERS MORE THAN 12" FROM ANY CORNER, SILL " "" � SEALER, DAMPROOFING (3) 2 X 4 MIN FOR TRIPLE 2 X HEADERS �„ " fig, ��„ p (3) 2" X 4" MIN FOR DBL 2" X W/ FLITCH PLATES (4) 2" X 4" MIN FOR QUAD 2"X HEADERS44 NOTE: SOLID 4" X 4", 4" X G", AND 4"X 8" MAY BE SUBSTITUTED ��` ti 3° o K7 °• 01- FOR BUILT-UP POSTS. r\ Op 44 of I . ALL WORK TO CONFORM TO THE INTERNATIONAL RESIDENTIAL CODE, 2015, 112" CDX ROOF SHEATHING WITH NEW YORK STATE SUPPLEMENTS AND LOCAL BUILDING CODES. ASPHALT ROOF SHINGLE NOTE EGRESS WINDOW 5CH EDU LE HOLD PLYWOOD BACK FROM I 2. ALL PLUMBING 15 TO CONFORM TO LOCAL AND COUNTY HEALTH REQUIREMENTS. I . ASPHALT SHINGLES SHALL HAVE SELF- SEAL STRIPS OR BE (ALL SLEEPING ROOMS) CODE ANALYS I5 RIDGE FOR AIR CIRCULATION 3. ELECTRIC 15 TO CONFORM TO LOCAL, N.E.C., AND UNDERWRITERS REQUIREMENTS. INTERLOCKING, AND COMPLY WITH ASTM D 225 ORD 3462. AT RIDGE VENTS CAP SHINGLE OR 4. CONCRETE 15 TO BE 3000 P51 MIN. CONCRETE FOR PORCHES, GARAGE SLABS I CONTINUOUS RIDGE VENT ' F-XP05ED STEPS TO BE 3500 PSI. ALL CONCRETE EXCEPT BASEMENT SLABS TO 2. FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, SECOND FLOOR REQ'D CLEAR OPENING PROVIDED (S.F.) BUILDING FELT BE AIR ENTRAINED. STAINLESS, ALUMINUM, OR COPPER ROOFING NAILS. MINIMUM MASTER BEDROOM 5.7 5.9 OCCUPANCY: RE51DENTIAL ROOF SHINGLES (SEE PLAN) 5. DESIGN 15 BASED UPON A PRESUMPTIVE SOIL LOAD-BEARING VALUE OF 2000 PSF 12 GAGE 5HANKED WITH A MINIMUM 3/8 INCH DIAMETER HEAD, BEDROOM#2 5.7 5.9 A5 PER TABLE 401.4. 1 OF THE INTERNATIONAL RESIDENTIAL CODE. OF A LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS BEDROOM#3 5.7 5.9 REFERENCE 5TANDARD5: RIDGE BEAM AS PER PLAN 1 1/4" x 20v STEEL STRAP EVERY RAFTER G. DOUBLE FRAME AROUND ALL OPENINGS AND UNDER PARALLEL PARTITIONS AND AND SHEATHING. INTERNATIONAL RESIDENTIAL CODE, �� O.C. (4) 8d NAILS EACH END, C.T.S @ 32 BATHTUBS. 2015 EDITION, w/ NY5 5UPPLEIvIENT5 7. NOTIFY ARCHITECT OF ALL CHANGES. THE ARCHITECT SHALL NOT BE 3. ASPHALT SHINGLES SHALL BE SECURED TO THE ROOF WITH NOT OR RESPONSIBLE FOR ANY CHANGES WITHOUT NOTIFICATION. LESS THAN FOUR FASTENERS PER STRIP SHINGLE OR TWO FASTENERS COLLAR TIES @ I G" O.C. MAY BE 8. DO NOT SCALE THE DRAWINGS. PER INDIVIDUAL SHINGLE. CLIMATE ZONE: 4 ROOF RAFTERS AS PER PLAN SUBSTITUTED 9. ALL FRAMING LUMBER(JOISTS, RAFTER5, HEADERS, GIRDERS, AND STUDS)TO BE 4. ROOF COVERING MATERIALS ( SHINGLES) SHALL BE DELIVERED IN NOTE: AT LEAST ONE WINDOW IN EVERY BEDROOM DEGREE DAYS : 5750 FOR RIDGE CONNECTORS DOUG-FIR No. 2 OR BETTER. TO BE EGRE55ABLE A5 PER THE FOLLOWING: 10. HANGERS REQUIRED AT ALL FLUSH STRUCTURAL LOAD CARRYING PACKAGES BEARING THE MANUFACTURES IDENTIFYING MARKS. DE51GN LIVE LOAD5 WHERE RAFTERS AND STUDS CONDITIONS. SHINGLE CLA551FICATION TO BE 'G' OR'H' WHEN TESTED 1. MINIMUM NET CLEAR OPENING WIDTH 20". DECK5 40 PSF 1 1 . PREFABRICATED FIREPLACES AND FLUES TO BE U.L. APPROVED. IN ACCORDANCE WITH A5TM 715-5. 2. MINIMUM NET CLEAR OPENING HEIGHT 24". EXTERIOR BALCONIES 60 P5F / ARE ALIGNED PROVIDE: ONE `p 12. INSTALL SMOKE AND CARBON MONOXIDE DETECTORS IN ACCORDANCE 5. ANY ROOF WITH A SLOPE OF 4: 12 OR LE55 TO RECIEVE DOUBLE 3. SILL HEIGHT NOT MORE THAN 44"ABOVE THE FLOOR. HDU5 / 51MP50N "H2A" OR EQUAL WITH ALL MUNICIPAL AND STATE REQUIREMENT5. 4. MINIMUM CLEAR OPENING AREA 5.7 5Q. FT.. ATTICS 20 P5F(LIMITED STORAGE) (RAFTER TO STUD) CONNECTOR 13. EXHAUST FANS TO BE 50 cfm MIN., VENTED TO EXTERIOR. UNDERIAYMENT. (5.0 SQUARE FEET AT GRADE FLOOR OPENINGS) HOEDOWN i> i' i' @ I G" O.C. i 14. ALL RAILINGS, INTERIOR AND EXTERIOR TO HAVE BALUSTERS TO BE ROOMS OTHER THAN � (5) 8d x I 112@ RAFTER EA. CONNECTOR SLEEPING ROOMS 40 P5F SPACED 50 A5 NOT TO ALLOW PA55AGE OF A SPHERE 4 OR MORE NEW WINDOW AND GLA55 DOOR STORM PROTECTION: 5/8" 0 THREAD ROD (2) 8d x 1 112@ PLATE EA. CONNECTOR IN DIAMETER. (5) 8d x 1 1/2@ STUD EA. CONNECTOR 15. WALL AND CEILING FINISHES TO HAVE: SAFETY GLASS REQUIREMENTS (I 35 MPH BA51C WIND SPEED,WITHIN ONE MILE FROM SLEEPING ROOMS 30 PSF SHORELINE). FLAME SPREAD RATING < 200 SAFETY GLAZING REQUIRED AT THE FOLLOWING LOCATIONS: i r ALL NEW WINDOWS AND GLA55 DOORS TO BE INSTALLED PER STAIRS 40 P5F SMOKE DEVELOPED INDEX <4.�0 I. ANY GLAZING IN ANY TYPE OF DOOR. i /� � 16. EXPOSED INSULATION TO HAVE: 2. GLAZING IN ANY WALL ENCLOSING A TUB,SHOWER, MANUF. SPECS FOR IMPACT RESISTANT WINDOWS WITHIN -'� a) ,�•' FLAME SPREAD RATING <25 SAUNA, OR STEAM ROOM. " ONE MILE FROM SHORELINE AND SHALL MEET THE HANDRAILS 200# / I / / i WHERE RAFTERS AND STUDS r-I ,�.� C� o c� REQUIREMENTS OF THE LARGE M155LE TEST OF A5TM E 1996 j ARE OFFSET PROVIDE �--1 �--, `�'' SMOKE DEVELOPED INDEX <4.�0 3. ANY WINDOW WITHIN 2'OF A DOOR. " AND ASTM E 1886. ROOF 20 P5F(GROUND SNOW LOAD) II 4. ANY INDIVIDUAL PANE OF GLA55 > 9.0 5Q. FEET SIMPSON "H2.5A" OR EQUAL • r_-q WHERE THE BOTTOM 15 <18"ABOVE ANY FLOOR CONTRACTOR TO PROVIDE PRE-CUT I/2"STRUCTURAL BASIC WIND SPEED 130 MPH (RAFTER TO TOP PLATES) U 4) CONSTRUCTION NOTES WITHIN 3 OF THE WINDOW. PLYWOOD PANELS TO COVER THE GLAZED OPENINGS(MAX. CONNECTORS @ I G" O.C. c� O 5. GLAZING IN WALL5 OF INDOOR POOLS, HOT TUBS, `8' / (5) 8d @ RAFTER • d--� SPAS WITHIN 5'OF THE WATER. " SPAN FOR PANELS) PRE DRILL EDGES AT 9"O.C.TO ACCEPT DEAD LOADS I 0 P5F O / ��, O 2 1/2"#8 WOOD SCREWS TOP AND BOTTOM(INTO FRAMING). (5) 8d PLATE G. GLAZING IN STAIRWAYS AND LANDINGS WITHIN 3'-0" PLYWOOD PANELS TO BE MARKED FOR LOCATION AND DEFLECTION LIMITS: @ 1:4111101 m HORIZONTALLY OF A WALKING SURFACE.' (� RAFTERS WITH NO FINISHED 7. GLAZING WITHIN 60"OF THE BOTTOM TREAD OFA STORED ON SITE. � AND p en STAIRWAY IN ANY DIRECTION, WHEN THE GLA55 15 CEILING ATTACHED U 180 HDU5 HOLDOWN �+ LE55 THAN 60"ABOVE THE TREAD. z 51MP50N H8 U O " THE REQUIREMENT DOES NOT APPLY IF THE BOTTOM EDGE FLOOR5 U3GO (TOP PLATES TO STUD) OF THE GLA55 15 MORE THAN 60"ABOVE THE FLOOR. CONNECTOR @ I G" O.C. (� M (5) I Od x 1 1/2" NAILS IN PLATE (5) 1 Od x 1 1/2" NAILS IN STUD •� �' kn .�0., CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TYPICAL HOLDOWN AT SECOND FLOOR C520 5TRAPS,5TUD TO STUD ---- SCALE: N.T.S.- N z I G" O.C. (5) 1061 NAILS EACH END (3G" LONG M�.) ICE BARRIER FLOOD WIND DESIGN SUBJECT TO DAMAGE FROM �, . GROUND ___ _ SEISMIC WINTER AIR MEAN SNOW SPEED TOPOGRAPHIC SPECIAL WIND WIND-BOURNE DESIGN WEATHERING FROST LINE TERMITE DESIGN FREEZING ANNUAL LOAD (ULT. MPH) EFFECTS REGION DEBRIS ZONE _CATEGORY DEPTH TEMP UNDERLAYMENT HAZARDS INDEX TEMP. - P05T AS PER PLAN 20 PSF 135 NO NO NO B SEVERE 3'-0" MOD-HVY 150 YES NO < 1500 DECKING N z DECK JOISTS AS 2X2 WASHERS PER PLAN EVERY G'-0" O.C. FA5TE N I N G SCHEDULE CODE SECTION ENERGY NOTES - @ ANCHOR BOLT INTERNATIONAL RE51 DENTIAL CODE - 2015 ,; RUN0 STRAPS @ I G" O.C. UN UNDER SILL PLATES AND UP �L•� NUMBER AND TYPE 1 . ALL CONSTRUCTION TO BE IN COMPLIANCE WITH THE GALV. MTL. POST CAP STUD. MINIMUM (4) 1 Od NAILS DESCRIPTION OF BUILDING ELEMENTS OF FASTENER SPACING AND LOCATION MANDATORY PROVISIONS OF CHAPTER I I OF THE ANCHOR 51MP50N BC EACH END ROOF FRAMING INTERNATIONAL RESIDENTIAL CODE, 2015. �'� SERIES OR EQUAL 1/2" 0 ANCHOR BOLT @ Z BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d TOE NAIL N 1 102. 1 .2.2 2. A CERTIFICATE SHALL BE PROVIDED BY THE BUILDER \ GIRDER AS PER PLAN G-0" O.C. HOLD G" - 1211 CEILING JOISTS TO PLATE TOE NAILED 3-8d PER JOIST, TOE NAIL GALV. MTL. OFF EACH END OF EACH AND POSTED IN THE UTILITY ROOM WHICH LISTS ALL SILL PLATE. CEILING JOIST, LAPS OVER PARTITIONS 3-1 Gd FACE NAIL INSULATION R-VALUES AND FENESTRATION U-VALUES POST ANCHOR. MIN. EMBEDMENT 7" CEILING JOIST TO PARALLEL RAFTERS FACE NAIL AND SHGC. RESULTS OF AIR-LEAKAGE TE5T5 TO BE SIMPSON PB 5ERIE5 INTO CONCRETE COLLAR TIE TO RAFTER 3-I Od FACE NAIL INCLUDED. CERTIFICATE SHALL LIST THE TYPES AND OR EQUAL EFFICIENCIES OF HEATING, COOLING, AND RAFTER OR ROOF TRUSS TO TOP PLATE 3-I Od (2) TOE NAILS ONE SIDE, (I) OTHER SIDE WATER HEATING SYSTEMS. CONC. PIER H AS PER PLAN TIE DOWN / FOUNDATION DETAIL H WALL FRAMING N 1 102. I 3. REFER TO ATTACHED CERTIFICATE INDICATING -- STUD TO STUD, NOT AT BRACED WALL PANELS I Gd 24" o.c., FACE NAIL COMPLIANCE. TYPICAL PORCH DECK DETAIL SCALE: N.T.S. STUD TO STUD, AT BRACED WALL PANELS I Gd I G" o.c., FACE NAIL SCALE: N.T.S. BUILT-UP HEADER, TWO PIECES WITH 1/2" SPACER I Gd I G" c.c. ALONG EACH EDGE, FACE NAIL N 1 102.4 4. THE BUILDING THERMAL ENVELOPE SHALL BE BLIND FLASHIN CONTINUOS HEADER TO STUD, TOE MAILED 4-8d TOE NAIL CONSTRUCTED TO LIMIT AIR LEAKAGE. TOP PLATE TO TOP PLATE, FACE NAILED 16d I G" o.c., FACE NAIL TYPICAL ROOF CONSTRUCTION - (> 2"X LEDGER BD. DOUBLE TOP PLATES, MINIMUM 24-INCHES OFFSET OF -ND 8-I Gd (4) FACE NAILED EACH SIDE N 1102.4. 1 .2.5 5. DWELLING UNIT SHALL BE TESTED AND VERIFIED FIBERGLASS ROOF SHINGLES \ ) W/ (2) 1/4" 0 BOLTS AS HAVING AN AIR LEAKAGE NOT EXCEEDING (3) AIR �� %� TYPICAL ROOF JOINTS, FACE NAIL IN LAPPED AREA OF END JOINT 15# FELT EACH STUD 1� CHANGE5 PER HOUR. TEST AS PER CODE. �'" CONSTRUCTION I/2" CDX ROOF SHEATHING � � HU2G (OR EQUAL) BOTTOM PLATE TO FLOOR JOIST/ BAND JOIST OR BLOCKING 16d I G" o.c., FACE NAIL (DBL. NAIL @ BRACED WALL PANELS) N 1 102.4.3 G. MAXIMUM AIR LEAKAGE FOR WINDOWS AND SLIDING 51MP50N TIE H 2.5 ( � 4 I Gd @LEDGER DOORS = 0.30 CFM/SF WHEN TESTED IN OR EQUAL ( 2 1 Od X 1/2 @ TOP OR BOTTOM PLATE TO STUD 4 - 8d TOE NAIL (SEE DETAIL) , ' RAFTER ROOF RACERS---- y� ) ACCORDANCE WITH AAMA/WDMA/CSA 10 I . SWINGING � 2 -I6AS PER PLAN d END NAIL DOORS: MAX. AIR LEAKAGE = 0.50 CFM/5F. HEADER AS PER PIAN�� , TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS 2 -1 rd FACE NAIL FASCIA N 1 103. 1 . 1 7. ALL THERMOSTATS TO BE PROGRAMMABLE. -- --- - ROOF RAFTERS ---AS PER PLAN FLOOR FRAMING N I 103.3 8. DUCTS, AIR HANDLERS, AND FILTER BOXES TO BE � -- JOIST TO SILL, TOP PLATE, OR GIRDER 3-8d TOE NAILZCEILING JOISTS CLG. J015T5 SEALED. DUCTS SHALL BE PRESSURE-TESTED AS PER \ AS PER PLAN AS PER PLAN RIM JOIST, BAND JOIST, OR BLOCKING TO SILL OR TOP PLATE 8d G" o.c., TOE NAIL CODE; WRITTEN RESULTS OF TEST TO BE PROVIDED. _- - BAND OR RIM JOIST TO J015T 3-16d END NAIL VENTED SOFFIT -- '---GALV. MTL. POST CAP 2"XG" LEDGER BD. BUILT-UP GIRDERS AND BEAMS, 2" LUMBER 20d AND 32" o.c. TOP * BOT, STAGGER, EACH LAYER N 1 103.3.5 9. BUILDING FRAMING CAVITIES SHALL NOT BE USED AS - ANCHOR 51MP50N BC (2) 1 Gd @ EACH STUD 2-20d FACE NAIL @ENDS AND AT EACH SPLICE DUCTS OR PLENUMS. SERIES OR EQUAL LU52G (OR EQUAL)LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-I Gd PER JOIST OR RAFTER, FACE NAIL N 1 103.4 10. ALL HOT WATER PIPES TO B 4 I Od @LEDGERE INSULATED TO R3 MIN. TYPICAL PORCH ROOF DETAIL _ 4 1 Od @JOIST BRIDGING TO J015T 2-1 Od EACH END, TOE NAIL SCALE: N.T.S. I 1/4" x 20 a 5TEE NII 03.5 I I . HEATED WATER TO BE CIRCULATED VIA AUTOMATIC 9 PUMP. STRAP @ I G" O.C.(OR CEILING SHEATHING EQUAL) FASTENER SPACING N 1103.6 12. NATURAL AND/OR MECHANICAL VENTILATION TO BE L5TA 2 1 (SIMPSON or EQUAL) (5) 1 Od NAILS EA. END SHEATHING TYPE EDGES FIELD PROVIDED AS PER CODE. (8) 1 Od NAILS EACH END H�-•i G.W.B. 5d COOLERS 7" O.C. 10" O.C. SIMPSON H8 TYPICAL PORCH ROOF FRAMING DETAIL W N 1 103.7 13. HEATING AND COOLING EQUIPMENT SHALL BE 51ZED _ (TOP PLATES TO STUD) WALL SHEATHING IN ACCORDANCE WITH ACCA MANUAL 5 BASED ON TOP PLATES SCALE: N.T.S. .� CONNECTOR @ 16 O.C. � SPACING BUILDING LOADS CALCULATED IN ACCORDANCE WITH CRIPPLES (5) 1 Od x 1 112" NAILS IN PLATE 0 W '� SHEATHING TYPE FASTENER EDGES FIELD ACCA MANUAL J OR OTHER HEATING AND COOLING - SIDING A5 PER PLAN ^ METHODOLOGIES APPROVED BY AHJ. HDR (5) 1 Od x 1 1/2" NAILS IN STUD STUD WALL H STRUCTURAL PANELS 8d G" o.c. 12" o.c. AS PER PLAN ) ' 1 1/4" x 20cga STEEL STRAP @ G" O.C.( OR EQUAL) N 1104. I 14. ALL LAMPS IN PERMANENTLY INSTALLED LIGHTING R5P4 (SIMPSON or EQUAL) ' (5) I Od NAILS EA. END FLOOR SHEATHING FIXTURES SHALL BE HIGH-EFFICACY LAMPS. AT EACH CRIPPLE STUD. v EXTEND STRAP 8" -10" KING STUD TOP AND BOTTOM BOT. OF J015T date: 9.19.16 �� - SHEATHING TYPE SPACING proj. #: 16.62 FASTENER EDGES FIELD TO THE BEST OF THE ARCHITECT'S KNOWLEDGE, BELIEF, JACK 5TUD5 AND PROFESSIONAL JUDGEMENT, THESE PLANS ARE IN l STRUCTURAL PANELS 8d 6" o.c. 12" o.c. COMPLIANCE WITH THE ENERGY CODE. R - 19 IN5UL. @ CANTILEVER HDU5 HOLD-DOWN REQ'D ROOF SHEATHING AT ALL OPENINGS ) 1/2" CDX PLYWD. SHEATHING drWri, by: MS 5TUD5 GREATER THAN G'-0" SILL_ PLATEchkd. by: DK 5IMP50N H2.5 OR EQUAL SHEATHING TYPE LOCATION FASTENER SPACING _ v RIM JT (JOIST TO TOP PLATES) EDGES FIELD E CONNECTORS @ I G" O.C. STRUCTURAL PANELS INTERIOR ZONES 8d G" o.c. 12" o.c. SILL PLATE _- _ END. s _ (5) 8d @ PLATE = PERIMETER ZONES 8d •G" O.C. '12" o.c. • .r ,r - r� w sheet no. C520 STRAPS,STUD TO `~-.: SILL @ EA. JACK* KING STUDS, (4) I Od NAILS @ 4" FOR ATTACHMENT OF ROOF SHEATHING TO GABLE RAKES TYPICAL HEADER OPENING "" SIMPSON H 8 - - - -- EACH END. NOTES: (ALL WIDTHS) N.T.S. (TOP PLATES TO STUD) 1 . FASTENERS REFER TO COMMON NAILS, UNLESS NOTED OTHERWISE. CONNECTOR @ 16" O.C. y-#- (5) I Od x I 1/2" NAILS IN PLAT �` �-`'' / A� 3 2. REFER TO THE INTERNATIONAL RESIDENTIAL CODE, 2015, FOR OTHER FASTENER TYPES. (5) I Od x 1 1/2" NAIL5 IN 5T o A, TYPICAL CANTILEVER DETAIL �°�. �� - A 0 5.44 SCALE: N.T.S. of 2"X 2" BALUSTERS 50LAR PANEL I @ 5 O.0 �— INTERCONNECTION - 4"X411 PATHWAY INTERMEDIATE LCCC FLA3MING CONT. 2"X 10" POST, TYP. O BAND J015T ------------------------------------ ------------------------------------------I--,— — — — — — — — — — — — — — -I 2"X G" DECK J015T5 m @ I G"O.C. ONE EA. 51DE OF P05T J015T HAG0N LU 2G 4 JOIST HANGER* (2)1/2"GALV THROUGH BOLT5, p L' I PROVIDE WA5HER5 AND LOCK WASHERS. _ N U W O O I O cV - Q PROPOSED 220 SQ.FT. I I o 51MP50N H2.5T AREA OF FUTURE I kn HURRICANE TIE I — — — — — GIRDER AS NOTED 50LAR-READY ZONE1.0 51MP50N GALV.METAL POO ETOANCHOR(PB SERIES) 1/2" DIA GALV. THROUGH BOLT5 G" LONG W/GALV. WA5HER5 AND I 2"x 8" LEDGER BOARD LOCKWA5MER5. 5EE PATTERN BELOW. SOLAR PANEL I I INTERCONNECTION `I' I � `V C�j., � 51MP50N DTT I Z TEN51ON TIE (4) EACH DECK. ' PATHWAY PROVIDE A FULLY THREADED 3/8"0 LAG SCREW I I U U PREDRILLED W/ MIN. 3" PENETRATION TO CENTER OF TOP PLATE, STUDS, OR HEADER. i I • O O U � o ' PROVIDE AND INSTALL ALL FA5TENER5 i i I 03 AS PER MANUFACTURERS INSTRUCTIONS 7PROPOSED 95 SQ.FT, I I G� �'+ w AND INTERNATIONAL RESIDENTIAL CODE i i � TYPICAL DECK DETAIL AREA OF FUTURE I U o `r' I � NO To SCALE N 50LAR-READY ZONE I I � I V 2" 31-0" 31'0" i i I ., W I O __ i j 2112 12/ N I kkn r) �, N I ------------ ------------ - ------------ ------------ 2"x 8" LEDGER BOARD 1/2 DIA GALV THROUGH BOLT5, I L0 LINE OF WALL @ 30 o.c. STAGGERED AS SHOWN. I ALIGN FASCIAS No BELOW O-YP.) PROVIDE WASHERS AND LOCK WA5HER5. L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � TYPICAL DECK / PLATFORM LEDGER DETAIL SOLAR READY ROOF PLAN SCALE: 1/2" = V-0" SCALE:1/4" = 1'-0" F�1 V NOTE: ALL ROOF 085TRUCTION5 SUCH AS CHIMNEYS,HVAC EQUIPMENT,VENTS,FANS,ANr1 CL051 AS 1577 5clft x 3 Watts/5c[ft = 4731 Watt5 PRACTICAL TO THD RIDGE OR GUTTER,AND PIPES 5HALLBI PLACEDATTHE NORTHERN W 4731 watts / 15 watts/s ft of arra PORTION OF THE RESIDENCE 50 THAT 5HADOW5 FROM THE ." Y OB5TRUCTION5 WILL NOT BE CAST OVER THE FUTURE ILYi11 capacity = 31 G 5c ft of array area to be PHOTOVOLTAIC SYSTEM.NO OBSTRUCTIONS IN AREAS u r l DESIGNATED FOR FUTURE SOLAR INSTALLATION. �1 designated. `'J/11 � NOTE: THE MAIN ELECTRIC SERVICE PANEL SHALL HAVE A RESERVED 1--1 SPACE TO ALLOW INSTALLATION OF A DUAL POLE CICUIT BREAKER E--I FOR FUTURE SOLAR ELECTRIC INSTALLATION AND SHALL BE LABELED"FOR FUTURE SOLAR ELECTRIC". THE RESERVED SPACE SHALL BE POSITIONED AT THE OPPOSITE(LOAD)END FROM THE INPUT FEEDER LOCATION OR MAIN CIRCUIT LOCATION. NOTE: PROVIDE A G'-0"WIDE x 8'-0"HIGH CLEAR AREA OF r�, EXTERIOR 51DEWALL DESIGNATED FOR FUTURE W INSTALLATION OF SOLAR INVERTER EQUIPMENT.THE CLEAR AREA SHALL NOT BE LOCATED ON THE SOUTH FACING SIDE OF THE RESIDENCE. SOLAR-READY NOTE: A PERMANENT CERTIFICATE,INDICATING THE SOLAR-READY ZONE,SHALL BE POSTED NEAR THE ELECTRICAL DISTRIBUTION PANEL,WATER HEATER OR OTHER CONSPICUOUS LOCATION BY THE BUILDER. INSULATED EXTERIOR WALL SHEATHING TO RUN TO BOTTOM OF HEADER THIN PROFILE SHEATHING VENTILATION BAFFLE SEALANT I RIGID IN5UL. BD., FORM v ROUND BAFFLE AND SEAL CONT. BEAD OF SEALANT CONT. BEAD OF I� SEALANT INSULATION BOARD o 0 F-, 4 PLYWOOD SHEATHING 0 ^w •> W H � AIR SEALING DETAILS SCALE: 1/2"=1'-0" date: 5.4.17 proj. #: 16.62 drwn, by: MS chkd. by: DK y aq� sheet no. A■w4 h 4. 6 F` f� "a of 2-16d COMMON NAILS @ G" O.C. RIDGE VENT U.L. APPRV'D HDU5 (TYPICAL) - - 01Z PRE FAB FLUE O Z PREDEFLECTED HOLDDOU (TYPICAL) cv RIDGE VENT, TYP. (EITHER SIDE) --_- NOTE: - FIBERGLASS ROOF SHINGLES - VINYL SIDING 1 2 W.O.C.D.= WINDOW OPENING CONTROL DEVICE. - — TOP OF PLATE REFER TO WINDOW NOTE SHEET A-2 RIDGE VENT - 12— ,� 6.. � (TYPICAL) - -- _ - - -- _- - -FIBERGLASS ROOF SHINGLES— - VINYL SCALLOP TYPICAL CORNER _ ® - SIDING *NOTE: SET WINDOWS HOLDOWN PLAN DETAIL FYPON @ 7-0" A.F.F. AT SCALE*N.T.S. - _ I 'X FASCIA SECOND FLOOR FRONT VINYL SIDING - TOP of SUB FL. TOP OF PLATE - — — / FREIZE BD. — - i 4 Y HDU5 TOP OF PL N PREDEFLECTED HOLDDOWN O - - -- - --- (EITHER SIDE) - -- ^' RIDGE VENT, TYP. � ' 5/8" 0 ANCHOR BOLT - 60 _, ILT_�Dll L _ TOP OF 5U5 FL. CNW - - NOTE: DECORATIVE SHUTTER5 COUPLER NUTS - -- FRONT ELEVATION ONLY n WOOD STEPS TO GALV. ---� I = ^ l TOP OF CONC. V rn /^� l au W CD LWjC D==Lj LL-- W CD _ - — W CD 5/8 0 ANCHOR BOLT GRADE WITH HANDRAILS AREAWAY AS O — _ — — — — — — -- — — — -- ° AS REQUIRED REQUIRED ( - 3 O c M -- VINYL SIDING ° BY GRADE TOP OF FOOTING _ - 71- - - - - - - - - - - - - - - �� V U -- ------- -- BL FLASHING (TYPICAL) TOP OF PL. TYPICAL CORNER - - U.L. APPRV'D REAR E L E V A T 10 N 1 / 8 = - 011 o HOEDOWN SECTION DETAIL PRE FAB FLUE Z � _ SCALE:N.T.S. 12(TYPICAL) LLLI uFIBERGLASS ROOF SHINGLES (- j U o `r) R FMI I F / F111=' It I AU_tAi - 12 7 12 0 n 3° RAILING � — �7 '" V � TOP OF PLATE •. BL. FLASHING O TOP OF SUB FL. — 1 '-0" _ 1 (TYPICAL) I'-0" ,0 12— - n TOP OF CONC. _ �. 12 — 12 O.H. � � � 5 --VINYL SIDING TOP O SUB Ill � i O z 4"X 4" P05T 1 i i i WD. STEPS W/ 4" X 4" POST 1 STEP FOOTING W/ I"X TRIM VINYL SIDING 1 HANDRAILS TO W/ I " X TRIM 1 2: 1 < MAX. - - m �- - OVER OYP) TOP O PL. �2- - -- - - - - - - - - - - - � - O L-J L-J L J L-J GRADE AS R.EQ'D:-J OVER ('TYP.) �---1 � �- -. cq I 1 2" DIA. P.C. PIER 3° RAILING 8°X 7°O.H.DOORS I I 3'-0" BELOW GRADE Eg TOP O UB FL. I MIN. (TYPICAL) 1 _� TOP 0 CONIC. I TOP OF FOOTING — I I WOOD STEPS = 8" G" C N/ - —t— ui� -iii i I L J 0 r—i— — — -LOUVER VENT— C — — - - - - - - - - - - - - - - - — � lull iiiii TO GRADE WITH _� - - - - - - - - - HANDRAILS FRONT ELEVATION I I 2 2J A5 REQUIRED — — C —i — — — TOP OF FOOTING STEP FOOTING J U -BItEO-'SE�4PEV E -aC — 2: I < MAX. L � — — - - -- - 3/0x5/0 DH (TYPICAL) SCALE: 1/4"=1'-0" LEFT 51 DE ELEVATION RIGHT 51 DE ELEVATION 54'-O" 4"VTR, I/2 0 ANCHOR BOLT 45'-0" 9'-0" HDU5 PREDEFLECTED _ - T- HOLDDOWN T n n 12 12.. 12" i n i " i n i n ° N 12 12 2 I 12 I F•--I 2-0 6-4 22-0 16-8 --- - — TUB WC LAV I LAV TUB I 4" G'-4" 4" 1/2"0 ANCHOR B LT SHEATHING o - f2" 1 T i wc. I'-0 SECOND FLOOR I 5H 2" 3 � 2.. 2" 3"LD 1 c.o.l GALV. MTL. � I A I AREAWAY t 12" DIA. P.C. PIER I B PLAN VIEW 3" C.O. AS RQU_IRED _ _ - :2_2° X 8" - 3'-0" BELOW GRADE MIN. - -- (TYP ) _ " _ _ - c0 1 o p I SHEATHING TO BE FASTENS _ T_ - -i - �- - `\ i `, u -- w/8d COMMON NAILS IN A 3" - 2" 2, I „ 1 - -I- -N' _- - - - - - - - - - - - 28T��- - - - - - - - - - - - - - - - - - - - GRID PATTERN 55HOWN 12 LAv I I2 i2, i2, 11 ' �. . . . 1 wc. I s r - - - -_ -- - - - - -� - -2"5(SrTREATEI� - - - - - -� - - - - - -� - - - - - - - - -� - i•iii. GARAGE DOOR HEADER 2DW. BM. PKT LEDGER BD. TECO D.J. u U 1 I FIRST OOR 5H T2' REFER TO DETAIL 5HT 4 I O I 1 2" 3„LB 2„ 2 NOTE: FIRE PROTECT v HTR. FRAMING AT HTR. W/ I O 'X ' BRIDGING I I PROVIDE (2) C520 5TRAP5 i'i EDI I C.O. I - � — — — X — � � TO AN PROVED �c.o. 5/8" FIRE RATED GYP. I I AT MIDSPAN N (24 LONG) 5ANITA Y SEPTIC BD. AS PER CODE 3 1/2" DIAM. STEEL COLUMN O 11mh I I� W/30"X3G"X 12" P.C. FTG. - � ! - - - - - - _ - - - - L 2: I MAX - - - ON INSIDE OF WALL SYSTEM 4 Ln v�` I I N (TYPICAL UNLESS NOTED) SCHEMATIC PLUME31NG RISER DIAGRAM I I'-10" cV W 3'-4" = 8'-9" 8'-9" o - _ w 3) STUD5 @ CORNER - 1 2 FJ n► = 19'-4" 8' 1/2"0 ANCHOR BOLT HDU-5 N.T.S. v v w/ 2"x2" SQ. WASHER PLUMBING NOTES: Le ' r - � r 1 _ _ I ``' z : '/ TRTD SILL PLATES I. SANITARY DRAINAGE, WA5TE, AND VENT SYSTEM TO BE IN 1 r 7 F_ I (3) 1 1 3/4" X 117/ LVL GIRD 1 - - , m o lie ACCORDANCE WITH CHAPTERS 30 AND 31 OF THE O c�I PF;OVIDE BILCO"5CAPEWEL" - - I- - - o - - _`0 _ I I n u a I J p n° INTERNATIONAL RESIDENTIAL CODE, 2015. 4 . H MODEL#4862-54 WITH 51DE I r I r ' 1/2'0 STEEL ROD � CRAWL SPACE � p � P, �, END. 2. VENT PIPE5 SHALL TERMINATE MINIMUM G"ABOVE THE [-1 C� I I H 1 PANEL EXTEN510N#3019-54 I - - �- - J PKT I I 1 @ 12"O.C. 2" P.C. SLAB I I _ � I- e e ROOF. WITH COVER. INSTALL UNIT (TYP1 = I VERTICAL. ROUT IN z [--� - I I 1 SOLID,TYP. x OVER V.B. I - �" 3. ANY TRANSITIONS IN VENT DIAMETER TO OCCUR NOT LESS „ 1 A.i PER MANUF. SPECS. - I <.'. - THAN 12" INSIDE THE THERMAL ENVELOPE. SEP 1 7 2u I� Q I 2" X 8" F.J. C_ I G" o.c. �� I HR' ,� , I v N �, I _ x � oft. _ N CELLAR I —_ - - - - - - - - - - - - - -i I �, ELEVATION VIEW - .O XI " N X I I 4 P.C. SLAB N 1 — — — — —d —� W m � -- - PROVIDE 2x8 TREATED O = I �U_F' 13R ' �-� OVER V.B. 41-On - - - - - 15 4 - -1 ` `v 6"� r O .0 n n i n 1 SUBFRAME AROUND I m � �� 1 TYPICAL BRACED WALL PANEL — �'' w I (2) X 8 5.D.C.O. , NEW(2)8 BLOCK COURSES I I REFLECTIVE RED ROMAN ALPHANUMERIC U� I I '-l0" I 3'-4" x - 17'-G" " JOG (FILL SOLID) ON I G"x8" V m l BM. PKT N 1 I UNEXCAVATE I o @ GARAGE DOOR DETAIL PANTONE DESIGNATION P.C.FTG,. o date: 9.19.16 -- - - - — - ) —'- - - - ' — — — - - - - - - - - = - - - - PITCH TO O.H. SCALE: i/2" = i'-o" - - (PMS)# f 87 = F REFLECTIVE WHITE N proj. #: 16.62 - - - - - _ — -_ DOOR _REFER TO CORNER TYPICAL FOUNDATION TYPICAL ANCHOR DOLT5 HOLD DOWN DETAIL _ 2"xa"TREATED 2" X 8" D.J. O I 1 w -I �2" THIS SHEET (TYPICAL) I LEDGER BD. TECO D.J. @ I G"o.c. REFER TO DETAIL SHEET 4 I 8" POURED CONCRETE WALL 8'-0" 112" 0 x G'-O" O.C. W/ MINIMUM s drwn. by: MS _ .I I I - - - - - - - - TRUSS INDENTIFICATION SIGN DETAIL - -- - - - - - HIGH w/ (I)#4 BAR @ 1 2 FROM TOP EMBEDMENT OF 7 WITH 2 X2 �- - 2 �c 8 _ GIRDER_ _ n — " chkd. b DK — �J — - y: - - - - - - - - - - - - - -_ - - - OF WALL AND (I)#4 BAR @ SQUARE WASHER. HOLD 12 OFF REMOVE WALL A5 REO'D MIDPOINT AND #G VERTICAL BARS @ CORNERS AND G" TO 12" OFF EACH A LINE OF 12" 0 P.C. PIER SCALE: 1 1/2" = 1'-0" DECK ABOVE iL � 1 2" BELOW I FOR NEW OVERHEAD 35"o.c., ON I G" x 8" P.C. FOOTING END OF EACH SILL PLATE. PROVIDE REFER TO WALL DOOR LOCATION W/ 2" x4" CONT. KEYWAY,(2) 2" x G" UPLIFT STRAP CONNECTIONS, SEE TRUSS IDENTIFICATION SIGN SHALL BE DESIGNED IN ACCORDANCE GRADE MIN. SILL SEAL, DETAIL SHEET #3. `g.�y o` �� sheet no. TREATED SILL PLATES, THIS SHEET TERMITE SHIELD t- DAMPPROOFING. WITH TITLE 19 NYCRR PART 1265 AND SHALL BE AFFIXED ON OR G" G'-4" G'-8" G'-G" G'-8" G'-4" 8" ADJACENT TO ANY ELECTRIC METER BOX ATTACHED TO THE STRUCTURE FOR FIELD INSPECTION. " 33'-8" 20'-4" EXTERIOR OF THE • '-• k • 51MP50N OR EQUAL HOLDOWNS 54'-0" TO BE PROVI DED AT CORNERS OF �� _. L= 1 A� �. BUILDING AND AT OPENINGS F OU NDATION PLAN 114 = I ' - 0 " GREATER THAN G'-O" WIDE SEE � DETAILS THIS SHEET. of 1 34-011 54- " 0 ROOF FRAMING NOTE: 10'-011 8'-G" G'-0" AT "LAYOVER" FRAMING, PROVIDE GALVANIZED METAL 2'-0" 0-4" 10'-411 I I'-8" I 0-8" 9'-0" CONNECTORS (A35 BY 51MP50N OR EQUAL) TO BE USED WHERE RAFTERS BEAR ON FLAT NAILERS. WOOD 5TEP5 TO TYPICAL CORNER I TYPICAL. DN j GRADE WITH 1 HOLD-DOWN 2 HANDRAILS AS 2 I I I REQUIRED ' (BETWEEN FLOORS) DETAIL ON SHEET#3 5/4" DECKING �-�322 x1 O g 2 O O 0 24"VANITY WO C wl W'l 2 X 3 26X 30 7v \ (2) 3 2X 50 DN. 6°5L. GL. DR. 30X 30 ' (2) 2" X G" (2) 211 X 611 O ..X 1 (2) 2" G'• • ^ �C3 X 5 SH WR. _ I � __ \ 36"x36"NEO-ANGLE _ (2) 2" X 10" d (2) 2" X 1 2" 11 1 a E.F. �� W/ TE P GL. ,' - a , I_ it ' 11 1 B� 1_ II 1 Cn BELOW OM Z 3 . GLASS DOOR AND AFTEY o 12 4 ATTIC ACCESS 2 O_ 4 -8 g E'F' 4 DOOR SNCL. U _ DBL. FR. OPN'G _ P J DW 5 o w0 - BATH 11 V v lf') ,1 11 I II II 1 II 'D JI II 5-0 ENCLOSURE,TYP 1 4 BATH \ M. BATH 4 12-0 4 2 1 - -4 O BEDROOM 2 5.D. ;C O. 0 4 _ o cV • L- -J 24 aU S.D. C.O. 20� _ n u n Zo p _� S.D. C.o. - (2)2"X811 1 2 X 8 F.J. @ 16 o.c. KITCHEN Ln o 6 w in � I B RKFST. AREA - 0 1 \ -N o SL. CLG.! - - / X I ) r� >� oL U til s� �" Xsn � � ` ' O I 2 2"X8" L L� 11 1 x I �� (2)2X8 a) ?�� 2 S.D. N m I ��?. 26 _ \ GREAT RM. X }1 5,y DN. 13R I _ �\ ^l QJ cti M u N \(2)211X 1 11 N 26 �/ •^' 4 1 N �.� 31_211 Al I A11 �1_ �1 O O -DN I_R 18 I -2 REF. i 4'11 11-0" 4" �1 4�� I3'-0" `." Q,� ,.°��1 why _ `Y `'T "`777/ CLG. f^ A 11 1 2'-011 A 11 1 1111 X11_ii 11 4 1 21 14' � 7'-0" -G" s p Q, �� _� �V V _ "T `7 J "T ct 1 -.y - - _ T = - - „ - „ - - 1 N _ 13/4"X 7 I/4" LVL w/5/8"5TL Ply _ _(�Xg _ N (2)13/4" x 7 !/4" LVL FLUS c ti � O a� X X �10- BEDROOM 4 N II " / II II Cm 2 X 12 RIDGE V� N (BETTER HDR. #54) FLUSH ---_-_ --- I . ALL WORK TO CONFORM TO THE INTERNATIONAL RE51DENTIAL CODE, 2015, ASPHALT ROOF SHINGLE NOTE EGRE55 WINDOW 5CH EDU LE 112" CDX ROOF SHEATHING WITH NEW YORK STATE SUPPLEMENTS AND LOCAL BUILDING CODES. HOLD PLYWOOD BACK FROM 2. ALL PLUMBING 15 TO CONFORM TO LOCAL AND COUNTY HEALTi REQUIREMENTS. I . ASPHALT SHINGLES SHALL HAVE SELF- SEAL STRIPS OR BE (ALL 5LEEPING ROOMS) CODE ANALY515 RIDGE FOR AIR CIRCULATION CAP SHINGLE OR 3. ELECTRIC 15 TO CONFORM TO LOCAL, N.E.C., AND UNDERWRITERS REQUIREMENTS. 4. CONCRETE 15 TO BE 3000 P51 MIN. CONCRETE FOR PORCHES; GARAGE SLABS INTERLOCKING, AND COMPLY WITH ASTM D 225 ORD 3462. SECOND FLOOR REQ'D CLEAR OPENING PROVIDED (5.F.) AT RIDGE VENTS CONTINUOUS RIDGE VENT EXPOSED STEPS TO BE 3500 P5I. ALL CONCRETE EXCEPT BASEMENT SLABS TO 2. FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, BUILDING FELT (SEE PLAN) BE AIR ENTRAINED. STAINLESS, ALUMINUM, OR COPPER ROOFING NAILS. MINIMUM MASTER BEDROOM 5.7 5.9 OCCUPANCY: RE51DENTIAL ROOF SHINGLES 5. DESIGN 15 BASED UPON A PRESUMPTIVE SOIL LOAD-BEARING VALUE OF 2000 P5F 12 GAGE SHANKED WITH A MINIMUM 3/8 INCH DIAMETER HEAD BEDROOM#2 5.7 5.9 1 114" x 20 a STEEL STRAP EVERY RAFTER AS PER TABLE 401.4.1 OF THE INTERNATIONAL RESIDENTIAL CODE. OF A LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS BEDROOM #3 5.7 5.9 REFERENCE STANDARDS: RIDGE BEAM AS PER PLAN g G. DOUBLE FRAME AROUND ALL OPENINGS AND UNDER PARALLEL PARTITIONS AND INTERNATIONAL RE51DENTIAL CODE, (4) 8d NAILS EACH END, C.T.5 @ 32" O.C. BATHTUBS. AND SHEATHING. 2015 EDITION, w/NY5 SUPPLEMENTS OR 7. NOTIFY ARCHITECT OF ALL CHANGES. THE ARCHITECT SHALL NDT BE 3. ASPHALT SHINGLES SHALL BE SECURED TO THE ROOF WITH NOT COLLAR TIES @ I G" O.C. MAY BE RESPONSIBLE FOR ANY CHANGES WITHOUT NOTIFICATION. LE55 THAN FOUR FASTENERS PER STRIP SHINGLE OR TWO FASTENERS SUBSTITUTED 8. DO NOT SCALE THE DRAWINGS. PER INDIVIDUAL SHINGLE. CLIMATE ZONE: 4 ROOF RAFTERS AS PER PLAN 9. ALL FRAMING LUMBER(JOISTS, RAFTER5, HEADERS, GIRDERS,AND STUDS)TO BE4. ROOF COVERING MATERIALS ( SHINGLES) SHALL BE DELIVERED IN NOTE: AT LEAST ONE WINDOW IN EVERY BEDROOM DEGREE DAYS : 5750 FOR RIDGE CONNECTORS DOUG-PIR No. 2 OR BETTER. TO BE EGRE55ABLE AS PER THE FOLLOWING: 10. HANGERS REQUIRED AT ALL FLUSH STRUCTURAL LOAD CARRYING PACKAGES BEARING THE MANUFACTURES IDENTIFYING MARKS. DESIGN LIVE LOADS WHERE RAFTERS AND STUDS CONDITIONS. SHINGLE CLA551FICATION TO BE 'G' OR'H' WHEN TESTED 1. MINIMUM NET CLEAR OPENING WIDTH 20". DECKS 40 P5F /' ARE ALIGNED PROVIDE: ONE �O 1 1 . PREFABRICATED FIREPLACES AND FLUE5 TO BE U.L. APPROVED. IN ACCORDANCE WITH ASTM 7158. 2. MINIMUM NET CLEAR OPENING HEIGHT 24". EXTERIOR BALCONIES GO P5F �' SIMPSON "H2A" OR EQUAL 12. INSTALL SMOKE AND CARBON MONOXIDE:DETECTORS IN ACCORDANCE 5. ANY ROOF WITH A SLOPE OF 4: 12 OR LE55 TO RECIEVE DOUBLE 3. 51LL HEIGHT NOT MORE THAN 44"ABOVE THE FLOOR. HDU5 (RAFTER TO STUD) CONNECTOR WITH ALL MUNICIPAL AND STATE REQUIREMENTS. UNDERLAYMENT. 4. MINIMUM CLEAR OPENING AREA 5.7 SQ. FT.. ATTICS 20 P5F(LIMITED STORAGE) HOEDOWN @ I G" O.C. 13. EXHAUST FANS TO BE 50 cfm MIN., VENTED TO EXTERIOR. (5.0 SQUARE FEET AT GRADE FLOOR OPENINGS) 1%0 14. ALL RAILINGS, INTERIOR AND EXTERIOR TO HAVE BALUSTERS TO BE ROOMS OTHER THAN (5) 8d x 1 1/2@ RAFTER EA. CONNECTOR M SPACED 50 AS NOT TO ALLOW PASSAGE OF A SPHERE 4"OR MORE SLEEPING ROOMS 40 P5F (2) 8d x 1 112@ PLATE EA. CONNECTOR r---q V1 IN DIAMETER. NEW WINDOW AND GLA55 DOOR STORM PROTECTION: 5/8�� 0 THREAD ROD (5) 8d x 1 1/2@ STUD EA. CONNECTOR 15. WALL AND CEILING FINISHES TO HAVE: SAFETY GLA55 REQUIREMENTS (135 MPH BA51C WIND SPEED,WITHIN ONE MILE FROM SLEEPING ROOM5 30 P5F V/ r� ,� en SHORELINE). FLAME SPREAD RATING < 200 SAFETY GLAZING REQUIRED AT THE FOLLOWING LOCATIONS: SMOKE DEVELOPED INDEX <450I. ANY GLAZING IN ANY TYPE OF DOOR. ALL NEW WINDOWS AND GLA55 DOOR5 TO BE INSTALLED PER STAIRS 40 P5F I G. EXPOSED INSULATION TO HAVE: 2GLAZING IN ANY WALL ENCLOSING A TUBSHOWERMANUF. 5PEC5 FOR IMPACT RESISTANT WINDOWS WITHIN HANDRAILS 200# WHERE RAFTERS AND STUDS .� 0 �H . , , FLAME SPREAD RATING <25 SAUNA, OR STEAM ROOM. ' ONE MILE FROM SHORELINE AND SHALL MEET THE I ARE OFFSET PROVIDE ..O SMOKE DEVELOPED INDEX <450 3. ANY WINDOW WITHIN 2'OF A DOOR. ' REQUIREMENTS OF THE LARGE MISSES TEST OF ASTM E 1996 II AND ASTM E 1886. ROOF 20 P5F (GROUND SNOW LOAD) 5IMP50N "H2.5A" OR EQUAL • 1�1 4. ANY INDIVIDUAL PANE OF GLA55 > 9.0 50. FEET OR 0 WHERE THE BOTTOM IS <18"ABOVE ANY FLOOR (RAFTER TO TOP PLATES) V CONSTRUCTION NOTES WITHIN 3'OF THE WINDOW. PLYWOOD CONTRACTOR TO CIOVER THE GLAZED O ENINGPROVDE PRE-CUT 1/2" 9(MAX. BASIC WIND SPEED 130 MPH CONNECTORS @ I G" O.C. • R p 5. GLAZING IN WALLS OF INDOOR POOLS, HOT TUBS, (5) 8d @ RAFTER O o SPAS WITHIN 5'OF THE WATER. ' SPAN V FOR PANELS) PRE DRILL EDGES AT 9"O.C.TO ACCEPT DEAD LOADS 10 P5F .� 2 1/2"#8 WOOD 5CREW5 TOP AND BOTTOM(INTO FRAMING). (5) 8d @ PLATE � G. GLAZING IN 5TAIRWAY5 AND LANDINGS WITHIN 3'-0" HORIZONTALLY OF A WALKING SURFACE. ' PLYWOOD PANELS TO BE MARKED FOR 1 LOCATION AND DEFLECTION LIMITS: CIS ...., M 7. GLAZING WITHIN GO"OF THE BOTTOM TREAD OFA R STORED ON SITE. AFTER5 WITH NO FINISHED AND '-w "C STAIRWAY IN ANY DIRECTION, CEILING ATTACHED UI 80 HDU5 HOEDOWN N z 51MPSON H8 WHEN THE GLA55 15 V O LESS THAN GO"ABOVE THE TREAD. ' THE REQUIREMENT DOES NOT APPLY IF THE BOTTOM EDGE FLOORS U3G0 (TOP PLATES TO STm OF THE GLA55 15 MORE THAN GO"ABOVE THE FLOOR. CONNECTOR @ 16IUD) _12 O.C. N- fl, y �p (5) I Od x i 1/2" NAILS IN PLATE W" (5) 1 Od x 1 112" NAILS IN STUD v'1 � TYPICAL HOLDOWN AT SECOND FLOOR C520 STRAPS,STUD TO STUD CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA --- - -- - - N z I G" O.C. (5) 1 Od NAILS @ SCALE: N.T.S. EACH END (30 LONG MIN.) GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER AIR MEAN SNOW SPEED TOPOGRAPHIC SPECIAL WIND WIND-BOURNE DESIGN WEATHERING FROST LINE TERMITE DESIGN ICE BARRIER FLOOD FREEZING ANNUAL LOAD (ULT. MPH) EFFECTS REGION DEBRIS ZONE CATEGORY DEPTH TEMP UNDERIAYMENT HAZARDS INDEX TEMP. POST AS PER PLAN 20 P5F 135 NO NO NO B SEVERE 3'-0" MOD-HVY 150 YES NO < 1 500 DECKING N Z DECK JOISTS AS 2X2 WASHERS PER PLAN EVERY G'-0" O.C. FASTENING 5CH EDU LE ENERGY NOTES -_ -- -- - - -- --- @ ANCHOR BOLT INTERNATIONAL RE51DENTIAL CODE - 2015 CODE SECTION CS20 STRAPS @ I G" O.C. RUN UNDER SILL PLATES AND UP STUD. MINIMUM (4) 1 O NAILS 1 NUMBER AND TYPE 1 . ALL CONSTRUCTION TO BE IN COMPLIANCE WITH THE GALV. MTL. P05T CAP EACH END `•/ DESCRIPTION OF BUILDING ELEMENTSNUMBER FASTENER SPACING AND LOCATION MANDATORY PROVISIONS OF CHAPTER I I OF THE ANCHOR 51MP50N BC ROOF FRAMING INTERNATIONAL RESIDENTIAL CODE, 2015. SERIES OR EQUAL 1/2" 0 ANCHOR BOLT @ BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d TOE NAIL GIRDER AS PER PLAN G'-O" O.C. HOLD G" - 12" W N 1 102. 1 .2.2 2. A CERTIFICATE SHALL BE PROVIDED BY THE BUILDER OFF EACH END OF EACH CEILING JOISTS TO PLATE, TOE NAILED 3-8d PER JOIST, TOE NAIL AND POSTED IN THE UTILITY ROOM WHICH LISTS ALL GALV. MTL. SILL PLATE. CEILING JOIST, LAPS OVER PARTITIONS 3-1 Gd FACE NAIL INSULATION R-VALUES AND FENESTRATION U-VALUES POST ANCHOR. MIN. EMBEDMENT 7" SIMPSON PB SERIES CEILING JOIST TO PARALLEL RAFTERS FACE NAIL AND 5HGC. RESULTS OF AIR-LEAKAGE TESTS TO BE INTO CONCRETE u COLLAR TIE TO RAFTER 3-10d FACE NAIL INCLUDED. CERTIFICATE SHALL LIST THE TYPES AND OR EQUAL EFFICIENCIES OF HEATING, COOLING, AND CONC. PIER RAFTER OR ROOF TRU55 TO,TOP PLATE: 3-1 Od (2) TOE NAILS ONE SIDE=, (1) OTHER SIDE WATER HEATING SYSTEMS. AS PER PLAN TIE DOWN ,/ FOUNDATION DETAIL F-+ WALL FRAMING N 1 102. 1 3. REFER TO ATTACHED CERTIFICATE INDICATING TYPICAL PORCH DECK DETAIL SCALE: N.T.S. STUD TO STUD, NOT AT BRACED WALL PANELS I Gd 24" o.c., FACE NAIL COMPLIANCE. STUD TO STUD, AT BRACED WALL PANELS I Gd I G" o.c., FACE NAIL SCALE: N.T.S. BUILT-UP HEADER, TWO PIECES WITH 1/2" SPACER I Gd I G" o.c. ALONG EACH EDGE, FACE NAIL N 1 102.4 4. THE BUILDING THERMAL ENVELOPE SHALL BE BLIND FLASHING- CONTINUOS HEADER TO STUD, TOE NAILED 4-8d TOE NAIL CONSTRUCTED TO LIMIT AIR LEAKAGE. TOP PLATE TO TOP PLATE, FACE NAILED I Gd I G" o.c., FACE NAIL TYPICAL ROOF CON5TRUCnON 2"X LEDGER BD. DOUBLE TOP PLATES, MINIMUM 24-INCHE5 OFFSET OF END 8-I Gd (4) FACE NAILED EACH SIDE N 1 102.4. 1 .2.5 5. DWELLING UNIT SHALL BE TESTED AND VERIFIED FIBERGLASS ROOF SHINGLES TYPICAL ROOF W/ (2) 1/4" 0 BOLTS AS HAVING AN AIR LEAKAGE NOT EXCEEDING (3) AIR �_ / EACH STUD JOINTS, FACE NAIL IN LAPPED AREA OF END JOINT 15# FELT / CONSTRUCTION i ►��"�� CHANGES PER HOUR. TEST AS PER CODE. 1/2" CDX ROOF 5HEATHING %` / HU2G (OR EQUAL) BOTTOM PLATE TO FLOOR JOIST/ BAND JOIST OR BLOCKING I Gd I G" ox., FACE NAIL SIMPSON TIE H 2.5 �� 4 1 Gd @ LEDGER (DBL. NAIL @ BRACED WALL PANELS) N 1 102.4.3 G. MAXIMUM AIR LEAKAGE FOR WINDOWS AND SLIDING OR EQUAL // / 2 1 Od X 112" @ TOP OR BOTTOM PLATE TO STUD 4 - 8d TOE NAIL DOORS = 0.30 CFM/5F WHEN TESTED IN (SEE DETAIL) ROOF� / ROOF 2 -1 Gd END NAIL HEADER AS PER PLAN RAFTS I RAi, CER ACCORDANCE WITH AAMANVDMA/C5A I O I . SWINGING DOORS: MAX. AIR LEAKAGE = 0.50 CFM/SF. / , AS PER PLAN TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS 2 -1 Gd FACE NAIL FASCIA N 1103. I . I 7. ALL THERMOSTATS TO BE PROGRAMMABLE. ROOF RAFTERS FLOOR FRAMING _ AS PER PLAN JOIST TO SILL, TOP PLATE, OR GIRDER TOE NAIL N I 103.3 8. DUCTS, AIR HANDLERS, AND FILTER BOXES TO BE CEILING JOISTS CEG. JOISTS 3-8d SEALED. DUCTS SHALL BE PRESSURE-TESTED AS PER AS PER PLAN AS PER PLAN RIM JOIST, BAND JOIST, OR BLOCKING TO SILL OR TOP PLATE 8d G" o.c., TOE NAIL CODE; WRITTEN RESULTS OF TEST TO BE PROVIDED. _ BAND OR RIM J015T TO J015T 3-1 Gd END NAIL VENTED SOFFIT GALV. MTL. POST CAP 2"XG" LEDGER 13D-. BUILT-UP GIRDERS AND BEAMS, 2" LUMBER 20d AND 32" o.c. TOP � BOT, STAGGER, EACH LAYER N 1 103.3.5 9. BUILDING FRAMING CAVITIES SHALL NOT BE USED AS ANCHOR 51MP50N BC (2) 1 Gd @ EACH STUD 2-20d FACE NAIL @ ENDS AND AT EACH SPLICE DUCTS OR PLENUMS. SERIES OR EQUAL LU52G (OR EQUAL) TYPICAL PORCH ROOF DETAIL 4 1 Od @ LEDGER LEDGER STRIP SUPPORTING JOISTS OR RAFTER5 3-1 Gd PER J015T OR RAFTER, FACE NAIL N 1 103.4 10. ALL HOT WATER PIPES TO BE INSULATED TO R3 MIN. 4 1 Od @ JOIST BRIDGING TO J015T 2-1 Od EACH END, TOE NAIL SCALE: N.T.S. I 1/4" x 20ga STEEL N I 103.5 I I . HEATED WATER TO BE CIRCULATED VIA AUTOMATIC STRAP @ I G" O.C.(OR CEILING SHEATHING PUMP. EQUAL) SPACING N 1103.6 12. NATURAL AND/OR MECHANICAL VENTILATION TO BE LSTA 2 1 (SIMPSON or EQUAL) (5) I Od NAILS EA. END SHEATHING TYPE FASTENER PROVIDED AS PER CODE. I"� EDGES FIELD (8) I Od NAILS EACH END � kn G.W.B. 5d COOLER5 7" o.c. 10" O.C. 51MP50N H8 TYPICAL PORCH ROOF FRAMING DETAIL W Q N 1 103.7 13. HEATING AND COOLING EQUIPMENT SHALL BE 51ZED (TOP PLATES TO STUD) F-40 WALL SHEATHING IN ACCORDANCE WITH ACCA MANUAL 5 BASED ON TOP PLATES- - CONNECTOR @ IG O.C. SCALE: N.T.S. O W ._> SPACING BUILDING LOADS CALCULATED IN ACCORDANCE WITH CRIPPLES (5) 1 Od x 1 112" NAILS IN PLATE SIDING AS PER PLAN rr�� .. SHEATHING TYPE FASTENER EDGES FIELD ACCA MANUAL J OR OTHER HEATING AND COOLING HDR (5) 1 Od x 1 112" NAILS IN STUD STUD WALL - F� Q METHODOLOGIES APPROVED BY AHJ. A5 PER PLAN ) I 1/4" x 20ga STEEL STRAP @ STRUCTURAL PANELS 8d G" o.c. 12" o.c. I G" O.C.( OR EQUAL) N 1 104. 1 14. ALL LAMPS IN PERMANENTLY INSTALLED LIGHTING R5P4 (SIMPSON or EQUAL) (5) 1 Od NAILS EA. END FLOOR SHEATHING FIXTURES SHALL BE HIGH-EFFICACY LAMPS. AT EACH CRIPPLE STUD. EXTEND STRAP 8" -10" KING STUD TOP AND BOTTOM BOT. OF J015T date: 9.19.16 SHEATHING TYPE SPACING proj. #: 16.62 FASTENER EDGES FIELD TO THE BEST OF THE ARCHITECT'S KNOWLEDGE, BELIEF, JACK STUDS AND PROFESSIONAL JUDGEMENT, THESE PLANS ARE IN R - 19 IN5UL. @ CANTILEVER STRUCTURAL PANELS 8d G o.c. 12 o.c. COMPLIANCE WITH THE ENERGY CODE. HDU5 HOLD-DOWN REQ'D 1/2" CDX PLYWD. SHEATHING drWn. by: MS ROOF SHEATHING AT ALL OPENINGS STUDS GREATER THAN G'-O" Chkd. by: DK SILL PLATE 51MP50N "H2.5" OR EQUAL SHEATHING TYPE LOCATION FASTENER SPACING RIM JTS. (JOIST TO TOP PLATES) EDGES FIELD CONNECTORS @ I G" O.C. STRUCTURAL PANELS INTERIOR ZONES 8d G" ox. 12" o.c. SILL PLATE (5) 8d @JOIST PERIMETER ZONES 8d 'G" o.c. '12" o.c. FND. . •- .: .- • C520 STRAP5,5TUD TO (5) 8d @ PLATE p A ; sheet no. SILL @ EA. JACK* KING y A � 4" FOR ATTACHMENT OF ROOF 5HEATHING TO GABLE RAKE5 TYPICAL HEADER OPENING STUDS (4) 1 Od NAILS @ SIMPSON "H 8" v% F< EACH END. (TOP PLATES TO STUD) 4v 9 ` , NOTES_ (ALLw>nTxs) N.T.S. (TOP @ I G" O.C. 1 . FASTENERS REFERTO COMMON NAILS, UNLESS NOTED OTHERWISE. (5) 1 Od x 1 1/2" NAILS IN PLAT 2. REFER TO THE INTERNATIONAL RE51DENTIAL CODE, 2015, FOR OTHER FASTENER TYPE5. TYPICAL CANTILEVER DETAIL(5) 1 Od x 1 112" NAILS IN 5T SA ApO Q 4A �• of { SCALE: N.T.S. F OF' NS Of 2"X 2" BALUSTERS SOLAR PANEL @ s o.c _ INTERCONNECTION 411 X 4" PgHWAY INTERMEDIATECONT. 2"X 10" LCCCF RING T ------------------------------------ -------------------------------------------I POST, TYP. O BAND J0I5T 2"X G" DECK J0I5T5 @ I G" O.C. 51MP50N LU 2G I ONE EA. 51DE OF POST I J0I5T HA GER" o I I (2)1/2"GALV THROUGH BOLTS, o 'L' i PROVIDE WASHERS AND LOCK WASHERS. N �U-1 I N I � � W - Q ° PROPOSED 220 SQ.FT. I = o SIMPSON H2.5T 174 f" i HURRICANE TIE' I AREA OF FUTURE - - - - - - GIRDER - - - _GIRDER AS NOTED SOLAR-READY ZONE i Ln I �, SIMPSON GALV.METAL N i N I �� --i OR EPOSANCHOR(PB SERIES) 112" DIA GALV. THROUGH BOLTS �1.J •� " G" LONG w/GALV. WASHERS AND i i I lft–� LOCKWA5HER5. SEE PATTERN BELOW. 2"x 8" LEDGER BOARD SOLAR PANEL i o INTERCONNECTION 51MP50N DTT I Z TENSION TIE"(4) EACH DECK. N I m • PROVIDE A FULLY THREADED 3/8"0 LAG SCREW i i PATHWAY PREDRILLED w/MIN. 3" PENETRATION TO CENTER OF j i I Cn TOP PLATE, STUDS, OR HEADER. • Q �"� O I U ; O PROVIDE AND INSTALL ALL FA5TENER5 i i I cd tn AS PER MANUFACTURERS INSTRUCTIONS i I N ch AND INTERNATIONAL RESIDENTIAL CODE i PROPOSED 95 SQ.FT. tn TYPICAL DECK DETAILAREA Of fUTURl vo NOTO SCALE - 211 3-0 3-0 I A � ' ' I N ; J2/ 121211a I `^ , -tom` - - ----- ----------1-- - , _ N I -------------------------- ----------- ------------ ------------ ------------ I ---- - 2"x 8" LEDGER BOARD 1/2" DIA GALV THROUGH BOLTS, I ,n LINE OF WALL I @ 30 o.c. STAGGERED AS SHOWN. I ALIGN FASCIAScV o BELOW(IYP.) PROVIDE WASHERS AND LOCK WASHERS. I L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - � TYPICAL DECK / PLATFORM LEDGER DETAIL SOLAR READY ROOF PLAN SCALE: 1/2" = 1'-0" SCALE:1/4" = 1'-0" T u NOTE: ALL ROOF OBSTRUCTIONS SUCH A5 CHIMNEYS,HVAC EQUIPMENT, ,—1 1577 soft x 3 Watts/soft= 4731 Watts PRACTICAL 0 THE RIDGE OR GLUTTER,AND ATTHE NORTHERN W 4731 watts / 15Watt5/56jft of arra PORTION OF THE RESIDENCE 50 THAT SHADOWS FROM THE Y OBSTRUCTIONS WILL NOT BE CAST OVER THE FUTURE IFS-i/-11 capacity = 316 soft of array area to be PHOTOVOLTAIC 5Y5TEM.NO OBSTRUCTIONS IN AREAS rr ll DESIGNATED FOR FUTURE SOLAR INSTALLATION. M� V designated. � F-4NOTE: THE MAIN ELECTRIC 5ERVICE PANEL 5HALL HAVE A R15ERVED F--1 SPACE TO ALLOW IN5TALLATION OF A DUAL POLE CIGUIT BREAKER FOR FUTURE SOLAR ELECTRIC INSTALLATION AND SHALL BE LABELED"FOR FUTURE SOLAR ELECTRIC". THE RESERVED SPACE 5HALL BE POSITIONED AT THE OPP051TE(LOAD)END FROM THE INPUT FEEDER LOCATION OR MAIN CIRCUIT LOCATION. NOTE: PROVIDE A G'-0"WIDE x 8'-0"NIGH CLEAR AREA OF EXTERIOR 5IDEWALL DESIGNATED FOR FUTURE W IN5TALLATION OF 50LAR INVERTER EQUIPMENT.THE CLEAR AREA SHALL NOT BE LOCATED ON THE SOUTH FACING 51DE OF THE RESIDENCE. SOLAR-READY NOTE: A PERMANENT CERTIFICATE,INDICATING THE 50LAR-READY ZONE,5HALL BE P05TED NEAR THE ELECTRICAL DISTRIBUTION PANEL,WATER HEATER OR OTHER CON5PIG0005 LOCATION BY THE BUILDER. IN5ULATED EXTERIOR WALL 5HEATHING TO RUN TO BOTTOM OF HEADER THIN PROFILE 5HEATHING VENTILATION BAFFLE L—ij 5EALANT � I" RIGID INSUL. BD., FORM I CONT. BEAD -- - - --- - - ROUND BAFFLE AND 5EAL OF 5EALANT CONT. BEAD OF L SEALANT IN5ULATION BOARD O o . 4 PLYWOOD 5HEATHING 0 ^w •y W H � AIR SEALING DETAILS SCALE: 1/2"=1'-0" date: 5.4.17 proj. #: 16.62 drwn. by: MS chkd. by: DK sheet no. D y�y C P � As4 W. 0 - do 12 of or NSNO