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HomeMy WebLinkAbout43264-Z UFFoc,� �oGy„ Town of Southold 10/16/2020 . P.O.Box 1179 0 T. 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41537 Date: 10/16/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 35 Ruth Rd., Mattituck SCTM#: 473889 Sec/Block/Lot: 106.-7-24 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/9/2018 pursuant to which Building Permit No. 43264 dated 12/3/2018 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 unfinished basement, covered concrete porch, two unfinished attic spaces (11 x 28 and 12 x 28) and attached two car garage as applied for. The certificate is issued to Mooney Family Irry Trust of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-18-0071 10/5/2020 ELECTRICAL CERTIFICATE NO. 43264 9/4/2020 PLUMBERS CERTIFICATION DATED 9/9/2020eorge Ge es %a�A�\ bL A h d Signature ��o�gtlFfO(,�-c®Gy TOWN OF SOUTHOLD BUILDING DEPARTMENT y. TOWN CLERK'S OFFICE y. 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#: 43264 Date: 12/3/2018 Permission is hereby granted to: Mooney Family Irry Trust 66 Merrivale Dr Smithtown, NY 11787 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 35 Ruth Rd., Mattituck SCTM # 473889 Sec/Block/Lot# 106.-7-24 Pursuant to application dated 11/9/2018 and approved by the Building Inspector. To expire on 6/3/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,858.40 CO -NEW DWELLING $50.00 Total: $2,908.40 4k / Buildin nspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. -I d New Construction: Old or Pre-existing Building,:: "(check one) Location of Property: k U` -k I'�o Gq d / I f a 4-- 1 h House No. / Street Hamlet Owner or Owners of Property: AC)O OFA 77P U S"- Suffolk County Tax Map No 1000, Section Block / Lot Subdivision Filed Map. Lot: Permit No. (D Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: f/ (check one) Fee Submitted: $ I D QA kjolicant Sign e ®��pF SO(/��®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.devlin(a)-town.Southold.n us Southold,NY 11971-0959 ® �® y' couff BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Mooney Family Trust Address: 35 Ruth Rd city-Mattituck St: NY zip: 11952 Building Permit#: 43264 Section: 106 Block: 7 Lot: 24 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Morrison Electrical Consult. License No: 48402ME 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 73 Ceding Fixtures 19 Bath Exhaust Fan 4 Service 3 ph Hot Water 30A GFCI Recpt 17 Wall Fixtures 13 Smoke Detectors 6 Main Panel 150x2 A/C Condenser 1 Single Recpt Recessed Fixtures 77 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt 50A Ceiling Fan 1 Combo Smoke/CO 4 Transformer UC Lights Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 63 4'LED 4 Exit Fixtures Pump Other Equipment: Fridge, Mini Fridge, DW, Micro, Oven, Gas Cooktop, Hood, W/D, 300A Service Notes: New House w/ Garage Inspector Signature: Date: September 4, 2020 S.Devlin-Cert Electrical Compliance Form.xls os, 4f SO�j�o Town 1'Iall Anmex _j Telephone(631)765-1802 54375 Main RoadFax(631)765-9502 P.O.Borc i179 Southold,NY 11971-0959 [ EUIL.DING DEPARTMENT ` � ►���� "__TOOF SOUT)S[OLD SEP 1 1 2020 C D DE a ICATTON UUI! J Date; S Buildin PermitNo. Owner; J �>ras+ Plumber.- CaE�6tG�E;.=GLt�RGFS - (Please print) 1 certify that the solder-used in-the water supply system contains less than 2/10 of 1% - (Plumbers Signature) Sworn to before me this- day o£ PIA6 :20 _ L-2-b-, NoLary? Public, - Goun NATALIE A.TERILLI = NOTWy PMUq STATE OF NEWVORK- W tdoa W.OITE6141M Qw fWisSuffolkCmnty+ C0=MMHXP rceFebmW27,20 ' souyo # TOWN OF SOUTHOLD BUILDING DEPT. �ycourm,N 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 RENJARKS: l S1�cA&Aoas eve., OK o pA1'i� �nl gtoviv6k , ,ini -6 DATE / INSPECTOR del � 7 �6 . OF SOUIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm N 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION, [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOL TI N [ ] CAULKING REMARKS: _ �1J I f/ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECPON ' ROUGHPLI3G. F UNDATION 'IST C- OUNDATION 2ND INSULATIOWCAULKING I Y11FRAMING/STRAPPING FINAL FIREPLACE & CHIMNEY j FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION. FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH)-- ELECTRICAL (FINAL) CODE VIOLATION PRE C/O REMARKS: kMAAcj _&$,Al0() lvk Vj�- 7 % _ _ ( It Nvvk v o tm 0 v__t�s Aa 5p ............ DATE INSPECTOR ----------------- OP SOGIyo� L �v 6 q # # TOWN (OF SOUTHOLD BUILDING- DEPT. couMv N 765.1802 INSPECTION - I FOUNDATION 1ST [ ] ROUGH PLBG. ] 'FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL M [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION RESISTANT CONSTRUCTION ; [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) TCODE VIOLATION [ ] PRE C/O REMARKS: DATE , It I INSPECTOR of souyo # # TOWN OF SOUTHOLD BUILDING DEPT. �yco 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R20GH 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 [ ] RE C/OC4vkhcz REMARKS:�� l ✓ - � s , DATE INSPECTOR �o�aOF SOUTyo6 / '26 L '_�J A 1 * # TOWN- OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ LECTRICAL (FINAL) [ ] CODE VIOLATION [ —] PRE C/O REMARKS: ,�VQAJ Ole DATE INSPECTOR ' oF SOUlyolo # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm, '' 765-1802 INSPECTION [ ] FOUNDATION 1ST [° ] ROUGH PLBG. [ ]- FOUNDATION 2ND [ ] lNgULATIOWCAULKING [ ] FRAMING/STRAPPING jvj'*`FINAL A/6_ [ ] FIREPLACE-& CHIMNEY = [ ] FIRE--SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: - t' OR- Y fad P'�opt I� ol/ �vm Aco� Ca AS 1_45 i I A WAVI' i TIC/ &,64W> tin qvm' - i I -L om ­vv_ DATE 9 INSPECTOR - IE!{ ANN RCHITECTURE, P.C. 26 Churchill Lane,Smithtown,NY 11787 (631) 922-4041 email:natalie@niemanndesignbuild.com 9/13/2020 Michael Collins,P.E. Southhold Town Engineer Town of Southhold Engineering Department 53095 Main Road P.O. Box 1179 Southhold,NY 11971 Dear Mr. Collins, This letter is in reference to the site drainage work that has been performed at 35 Ruth Road, Mattituck,NY. (3) 10-foot diameter rings 4 feet deep have been installed stacked one on another creating one large site drainage well 12 feet deep. It is place over clean sand. Attached are photos displaying the installation and subsequent piping for your reference. This system has been installed and approved by Niemann Architecture,P.C. Feel free to contact us with any questions at 631-748-4048. ED AqC Sincerely yours, �g5����� NNN�r'���dc� TRQ '(`� `U, Natalie Niemann, o .� President %`,%� 1 IEMANN RCHITECTURE, P.c. 26 Churchill Lane,Smithtown,NY 11787 (631) 922-4041 email: natalie@niemanndesignbuild.com 9/13/2020 Michael Collins, P.E. Southhold Town Engineer Town of Southhold Engineering Department 53095 Main Road P.O. Box 1179 Southhold,NY 11971 i v' M 1 � r y +II +3,x 4 IEM/�NN RCHIVEC URE, P.c. 26 Churchill Lane,Smithtown,NY 11787 (631) 748-4048 email:kirk@niemanndesignbuild.com To Whom it may concern, To satisfy the requirement of the DOE building Code related to a blower door test the homeowner has added 2 inches of rigid foam, 1 inch of closed cell foam covered with DC315 fire retardant paint on the interior of the foundation walls and thus meets the necessary code requirements regarding insulation and fire retardant guidelines. r If you have any comments or questions, please don't hesitate to contact us at 631-748-4048. Sincerely, ��F'giyiJ e AA$� 1. Cal 7 A ,Natalie Niemann, R.A., President. 03t6310 0��- � aLE OCT 1 5 2020 '��.�'1�'l`7 C.r i i.!•��dJ!1 0.5: �a s �M1�' fes' � �~;;�;�. ;�i` ;r � � of � �:. � ♦ u � � ,., 91 41 to 1 �:�J" `1tI�•., 'D l.. • Rr .�' ,1 r, Jt,, it AL •! � /� ytj Ki0y`?1 }.fie 1p It 41 tv LW Ag <�•� '�' �` r. � I � � �l'- _.... 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'� ►'. ="� � I: ��� f�,� '��.I�-a;o --„�.�. ���"' '� D _ -� , .���4: `Ey. •.'ii .�H �,� - _ .! �".� itis'} --7 JwC�S��jy -"` I� ' � ,��w _..., s" � y ,�'fM kl��o r'<•. ,fes .�,-. �,•L. ���_�''"�1y���KC�s�s a. -m..�,,� .`•rti l y *rte f YC; ►y r .. ; � Building Envelope and Duct Tightness Report 2015 IECC as amended by the 2016 New Yorks State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 35 Ruth Road,Mattituck NY 11952 Test Date 8/21/2020 Building Permit#: 43264 (_��` _ /`, pliance Pathway Performance =1 Test Completed by: Christopher Silvia NET Rater ID# 4150294 Home Energy Solutions , NATE ID# 187 East Main Street S� 1 1 2020 ICC ID# Huntington,NY-11743BPI# 631-673-0664 °' ` Building Envelope Tightness Volume Calculation: Check if: Floor Area HeiSht Volume Conditioned Basement Basement 1832 18310 ❑Conditioned Crawl Space --- �n--------1-908- - — -15264 __—_�Sealed Attic nd 2 1107 9963 *The conditioned floor area of dwelling is calculated in 3`d 0 acc a with ANSI Z,765,except that conditioned floor Attic 0 Lafea inclu Is areas w ere the ceiling height is less than 5 Total Volume 43537 ft. CFM @50 pa 1921 Air changes/hr 0 a 2.65 Code Compliance: Pass Duct Tightness: Post Construc on Test-Total D ct Leakage System-1: 1st Floor Duct Location Condition Space •------------------------- Floor Area 1908 Leakage CFM @ 25pa N/A CFM/100 62 CFA N/A Code Compliance: Exempt System-2: 2nd Floor Duct Location Attic -------------------------- Floor Area 1107 Leakage CFM @ 25pa 41 CFM/100 ft2 CFA 3.70 Code Compliance: Pass System-3: Duct Location .......................... Floor Area Leakage CFM @ 25pa CFM/100 ft2 CFAC� Code Compliance: Building envelope tightiness has been verified using instruments and procedures specified in ASHARE/ASTM E779 or ASTM E1827 as required by 2015 IECC as amended by the 2016 New York State Supplement, section 402.4.1.2. The building duct and plenum system has been verified as required by the-201-1-IECC as amended by 2016 New York State Supplement,Section 4033.4. `�F`y������ ✓� - � ' Y� Date: 8/21/2020 Signature: _ Christopher Silvaa;Home Energy Solutions Load Short Form Job: 36 Ruth Road �. E E�:ER G Date: 10/18/18 Entire House By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone 631-673-0664 Email,gdlamayi@gmail com Project • • For: 35 Ruth Road, Mattituck, NY 11952 Design Information Htg Clg Infiltration Outside db (°F) 11 83 Method Simplified Inside db(°F) 72 75 Construction quality Semi-tight Design TD (°F) 61 8 Fireplaces 0 Dally range - L Inside humidity(%) 30 50 Moisture difference(gr/Ib) 27 30 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 h/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output- - - 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow - 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure, 0 in H2O Space thermostat n/a Load sensible heat ratio 10 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) AH1_1st Floor 1909 23436 12893 800 800 AH2 2nd Floor 1100 15730 8297 800 800 Entire House 3009 39165 21079 1600 1600 Other equip loads 4896 614 Equip. @ 0.88' RSM 19025 Latent cooling 4089 TOTALS I 3009 I 44061 I •23114 11600 I 1600 r Calculations approved by ACCA to meet all requirements'of Manual J 8th Ed. �� Utlgtsoft° Right-Sue®Universa12018 18.0.31 RSU20822 2018-Oct-18 16:10.35 Page 1 .ents\Wrightsoft HVAC\35 Ruth Road_Mattituck rup Calc=MJ8 Front Door faces N Load Short Form Job: 36 Ruth Road Date: 10/18/18 ':"'>:E ": AH1 1st Floor y: y _ B Katel n Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone.631-673-0664 Email,gdlamay3@gmatl com Project • • For: 35 Ruth Road, Mattituck, NY 11952 Designinformation Htg Clg Infiltration Outside db (°F) 11 83 Method Simplified Inside db(°F) 72 75 Construction quality - Semi-tight Design TD (°F) 61 8 Fireplaces 0 Daily range - L Inside humidity(%) 30 50 Moisture difference(gr/Ib) 27 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model RP2024AJVCA Cond RP2024AJVCA AHRI ref 8950569 Coil RHMV2421 HEACJA AHRI ref 8950569 Efficiency 13 HSPF Efficiency 14.5 EER, 20.5 SEER Heating input Sensible cooling 16800 Btuh Heating output 19500 Btuh @ 47°F Latent cooling 7200 Btuh Temperature rise 22 °F Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.034 cfmBtuh' Air flow factor 0.062 cfm/Btuh Static pressure 0.60 in H2O. Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.80 Capacity balance point=-98 °F Backup: In ut=8 kW Output=25928 Btuh 100 AFUE ROOM NAME Area . Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Kitchen/Living 414 3385 4076 116 253 Mud Rm 137 2449 1003 84 62 Den -- - - -183 3420 ' 2101 117 130 Pwdr•RM 29 45 5 2 0 Bedroom 1 142 2520 687 86 43 Bath 1 71 590 67 20 4 Foyer/Hal 525 4297 1311 147 81- Sitting Rm 118, 2901 2220 99 138 Master Bedroom 172 1768 1088 60 68 Master Bath 69 881 175 30 11 Master WIC 50 1179 159 40 10 Calculations approved•by ACCA to meet all requirements of Manual J 8th Ed. wri<ghtsoft— 2018-Oct-18 1610.35 _ Right-Suite®Universal 201818 0.31 RSU20822 Paget f ...ents\wnghtsoft HVAC\35 Ruth Road_Mattituck rup Calc=MJ8 Front Door faces N AH1_1st Floor 1909 23436 12893 800 800 Other equip loads 2805 352 Equip. @ 0.88 RSM 11616 - Latent cooling 3248 TOTALS- I 1909 I 26241 I 14864, I 800' 800 - Calculations approved by ACCA to meet all.requirements of Manual J 8th Ed. wtrightsoft, 2018-Oct-181610 35 Right-Sude®Universal 201818-0-31 RSU20822. Page3 ACCX entslWnghtsott HVACM Ruth Road_Mattituck.rup Calc=MJ8 Front Door faces- N Load Short-Form Job: . 10/188/1/1 1Road Date: 108 1^fq' f E:'€;rt' y A H2 2nd Floor B y Katel n Maieski rymE- Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone 631-673-0664 Email gdlamay3@gmail com Project • • For: 35 Ruth Road, Mattituck, NY 11952 Design • • Htg Clg Infiltration Outside db(°F) 11 83 Method Simplified Inside db(°F) 72 75 Construction quality Semi-tight Design TD (°F) 61 8 Fireplaces 0 Daily range - L Inside humidity(%) 30 50 Moisture difference(gr/lb) 27 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model RP2024AJVCA Cond RP2024AJVCA AHRI ref 8950569 Coil RHMV2421 HEACJA AHRI ref 8950569 Efficiency 13 HSPF Efficiency 14.5 EER, 20.5 SEER Heating input Sensible cooling 16800 Btuh Heating output 19500 Btuh @ 47°F Latent cooling 7200 Btuh Temperature rise 22 OF Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.051 cfm/Btuh Air flow factor 0.096 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.79 Ca pacity ba lance point=528 OF Backup: Slant/Fin In ut=5 kW Out ut= 16809 Btuh 100 AFUE ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bedroom 3 264 3606 2415 183 233 Bedroom 2 276 3913 2639 199 254 Bedroom 4 290 4620 2092 235 202 Bath 2 78 991 307 50 30 2nd FI Hall 193 2600 843 132 81 AH2_2nd Floor 1100 15730 8297 800 800 Other equip loads 2091 262 Equip. @ 0.88 RSM 7506 Latent cooling 2332 TOTALS I 1100 I 17821 I 9839 I 800 I 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightseft- 2018-Oct-18 16 10 35 Right-SudeO Universal 2018 18.0.31 RSU20822 Page AC A .-ents\Wnghtsoft HVAC\35 Ruth Road_Mattituck rup Calc=MJ8 Front Door faces- N N Basement 6x1 /14x 10 4x10 4x10 %14 x10 4x10 6x10 4x10 6x1O/r 7-1 4x10 4x10 I ,18x10 18 x 10 ,If// 4x10 4x10 8x10 — — — — — — — — X10 x 10 Basement �Ox10 4x10 4x10 4x10 4x10 4x10 4x10 4x10 4x10 4x10 4x10 IL Job#: 35 Ruth Road Home Energy Solutions Inc. ' Scale: 1 : 100 Performed by Katelyn Maieski for: Page 1 35 Ruth Road 187 East Main Street Rig ht-Su ite®Univ ersa12018 Huntington,NY 11743 MatCduck,NY 11952 g ,18.0.31 RSU20822 Phone:631-673-0664 2018-Oct-18 1611:26 gdlamay3@gmail.com ...HVAC\35 Ruth Road Mattituck.rup " 1st Floor Garage X63 cfm 63 cfm Mud Rm 84 cfm - 138 cfm �65 cfm Sifting,Rm &63 cfm Kitchen/Living D en ., 63 cfm 34 cfm Pwdr RM &2 cfm, Er &65 cfm 405 cfm Master Bedroom 429 cfm &49 cfm Foyer/Hal 34.cfm Bedroom 1 ® Bath 1 ' 9/3D cfm 20 cfm '1231-86 cfm CHI-49 cfm Master Bath Master W 40 cfm Job#: 35 Ruth Road Scale: 1 : 100 Performed by Katelyn Maieski for: Home Energy Solutions Inc. Page 2 187 East Main Street Right-Suite®Universal 2018 35 Ruth Road Huntington,NY 11743 18.0 31 RSU20822 Mattduck,NY 11952 Phone:631-673-0664 2018-Oct-18 16:11:26 gdlamay3@gmail com HVAC\35 Ruth Road Mattituck rupil k w� N 2nd Floor 6x6 6x 0 10x12 116 cfm 116 cf,r 127 cfm 7 Bedroom 2 Bedroom 3 - 127 cfm 23 cfm 228-cfm Y6xi0\ 9, 8 I 18x10 Attic 1 a 9 . 7 , Attic 2 228 cfm k,83 cfm 8x12 117 cfm 2nd FI Hall 7 Bedroom 4 B h2 4 x 10 7 gp 132 cfm 117 cfm Job#: 35 Ruth Road Home Energy Solutions Inc. Scale: 1 : 100 Performed by Katelyn Maieski for: Page 3 35 Ruth Road 187 East Main Street Rig ht-Su ite®Univ ersa12018 Mattduck.NY 11952 Huntington,NY 11743 18.0.31 RSU20822 Phone:631-673-0664 2018-Oct-18 16:11:27 gdlamay3@gmad.com HVAC135 Ruth Road Mattituck.rup rn liance Report Job: 10 Ruth Road Manual S Co p p Date: 10!18118 1.1 A'.`0 C Er=s a A H 1 1st Floor By: Katelyn Maieski lt!1rkel4+ dome Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone 631-673-0664 Email gdlamay3@gmail com Project • • For. 35 Ruth Road, Mattituck, IVY 11952 Gooling Equipment, Design Conditions Outdoor design DB: 82.7°F Sensible gain: 13245 Btuh Entering coil DB: 75.4°F Outdoor design WB: 70.9°F Latent gain: 3248 Btuh Entering coil WB: 63.2°F Indoor design DB: 75.0°F Total gain: 16493 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer Rheem Model: RP2024AJVCA+RHMV2421HEACJA Actual airflow: 800 cfm Sensible capacity: 16800 Btuh 127%of load Latent capacity: 7200 Btuh 222%of load Total capacity: 24000 Btuh 146% of load SHR: 70% Heating ;Equipment Design Conditions Outdoor design DB: 10.6°F Heat loss: 26241 Btuh Entering coil DB: 68.6°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Rheem Model: RP2024AJVCA+RHMV2421 HEACJA Actual airflow: 800 cfm Output capacity: 19500 Btuh 74%of load Capacity balance: -98 OF Supplemental heat required: 6741 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow 800 cfm Output capacity: 7.6 kW 99%of load Temp. rise: 50 OF Meets all requirements of ACCA Manual S. wrlt,�httsoft, 2018-Oct-18161035 Right-Sude@ Universal 2018 18.0.31 RSU20822 Page 1 lea . ents\Wnghtsoft HVAC\35 Ruth Road_Mattduck rup Calc=M.18 Front Door faces N Manual S Compliance Report yob: 36 Ruth Road R(17 Ni E F-,C Vit(,Y Date: 10/18/18 A H2 2nd Floor By: ►cateiyn nnaieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone*631-673-0664 Email gdlamay3@gmail.com Project • • For: 35 Ruth Road, Mattituck, NY 11952 Cooling Equipment Design Conditions' Outdoor design DB: '82.70F, Sensible gain: 8559 Btuh Entering coil DB: 76.3°F Outdoor design WB: 70.9°F ' Latent gain: 2332 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0°F Total gain: 10891 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type. Split ASHP Manufacturer: Rheem Model: RP2024AJVCA+RHMV2421 HE_ ACJA Actual airflow: 800 cfm Sensible capacity: 16800 Btuh 196%of load Latent capacity: 7200 Btuh 309% of load Total capacity: 24000 Btuh 220% of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: "10.6°F Heat loss: 17821 Btuh Entering coil DB: 68.4°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer. Rheem Model:- RP2024AJVCA+RHMV2421 HEACJA Actual airflow: 800 cfm Output capacity: 19500 Btuh 109%of load Capacity balance: 528 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Slant/Fin Model: Actual airflow: 800 cfm Output capacity: 4.9 kW 94% of load Temp. rise: 50 OF Meets all requirements of ACCA Manual S. re righftoftl 2018-Oct-1816:1035 Right-Suite®Universal 2018 18.0.31 RSU20822 Page 2 entslwrightsott HVACt35 Ruth Road_Mattduck rup Calc=MJB Front Door faces- N , 36 Duct System Summa Job: 10 Ruth Road Date: 10/18/18 ` jt N' E EVER GAM 1st Floor _ By: Katelyn Niaieski Horne Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone 631-673-0664 Email gdlamay3@gmad corn Project • • For: 35 Ruth Road, Mattituck, NY 11952 Pleating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.28 in H2O 0.28 in H2O Available static pressure 0.32 in H2O 0.32 in H2O Supply/return available pressure 0.199/0.121 in H2O 0.199/0.121 in H2O Lowest friction rate 0.060 in/100ft 0.060 in/100ft Actual air flow 800 cfm 800 cfm Total effective length (TEL) 532 ft Su • e O' • Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk Bath 1 h 590 20 4 0.095 3.2 10X4 ShMt 39.8 170.0 SO 1A Bedrooms h 2520 86 43 0.126 5.3 10X4 ShMt 28.9 130.0 'st11 Den C 1051 58 65 0.218 4.2 10X4 ShMt 6.4 85.0 st10 Den-A c 1051 58 65 0.171 4.5 10x4 ShMt 11.4 105.0 st11 Foyer/Hal h 1432 49 27 0.083 4.6 10x4 ShMt 51.0 190.0 st11 A Foyer/Hal-A h 1432 49 27 0.070 4.8 10x 4 ShMt 74.8 210.0 st9 Foyer/Hal-B h 1432 49 27 0.068 4.8 10x 4 ShMt 71.8 220.0 st11 B Kdchen/Liwng C 1019 29 63 0.092 5.0 10X4 ShMt 51.0 165 0 st5 Kitchen/Living-A C 1019 29 63 0.060 5.4 10X4 ShMt 61.4 270.0 St9 Kitchen/Living-B C 1019 29 63 0.107 4.8 10X4 ShMt 41.0 145.0 st5 Kitchen/Living-C C 1019 29 63 0.128 4.7 10X4 ShMt 30.6 125.0 st5 Master Bath h 881 30 11 0.069 4.0 10x 4 ShMt 77.3 210.0 st9 Master Bedroom C 544 30 34 0.067 4.2 10x4 ShMt 82.7 215.0 st7A Master Bedroom-A c 544 30 34 0.069 4.2 10x4 ShMt 73.5 215.0 st7A MasterWlC h 1179 40 10 0.063 4.5 10X4 ShMt 89.8 225.0 st7A MudRm h 2449 84 62 0.168 4.9 10x4 ShMt- 23.5 95.0 st5 Pwdr RM h 45 2 0 0.195 1.1 10x 4 ShMt 17.3 85.0 st11 Sitting Rm C 2220 99 138 1, 0.076 6.9 10x4 ShMt 67.3 195.0 st7 wrightsoft" 2018-Oct-18 16 10 35 Right-Su de®Umversal201818031 RSU20822 Pagel �{� .ents\Wrightsoft HVAC135 Ruth Road_Mattduck rup Calc=MJ8 Front Door faces" N Supply Detaij Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st10 Peak AVF 536 633 0.060 652 12.9 . 10 x 14 ShtMetl st1 st11 Peak AVF 264 167 0.068 475 9.0 10 x 8 ShtMetl st1 st1 Peak AVF 800 800 0.060 640 14.0 10 x 18' ShtMetl st9 Peak AVF 108 101 0.060 388 6.6 10 x 4 ShtMetl st5 st7A Peak AVF 101 77 0.063 362 6.4 10 x 4 ShtMetl st7 st5 Peak AVF 478 568 0.060 584 12:3 10 x 14 ShtMetl st10 st8 Peak AVF 200 215 0.063 516 8.5 10 x 6 ShtMetl st5 st7 Peak AVF 200 215 0.063 516 8.5 10 x 6 ShtMetl st8 st11A Peak AVF 118 58 0.068 425 6.7 10 x 4 ShtMetl st11 st11 B Peak AVF 49 27 1 0.068 176 4.8 10 x 4 ShtMetl st11A Retulrn Branch Detail Table Grille Htg 'Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb6 Ox 0 405 371 200.3 0.060 584 10.9 10x 10 ShMt rt1 rb2 Ox 0 395 429 179.0 0.067 618 10.9 10x 10 ShMt rt1 Return Trunk, D.6tail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) ' FR (fpm) (in) (in) Material Trunk rt1 Peak AVF 800 800 0.060 640 14.0 10 x 18 ShtMetl wrights®ft., 2018-Oct-1816.10 35 .. z.„- Right-Suite®Universal 2018 18 0 31 RSU20822 Page BUN entslWnghtsoft HVAC135 Ruth Road_Mattduck.rup Calc=MJ8 Front Door faces N Duct stem Summa 10 Job: Ruth Road Date: 10/18/18 °'` AH2 2nd Floor y tvC r 100 B Katel n Niaieski p .._.. Horne Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone 631-673-0664 Email gdlamay3@gmad com Pe0ject lnformafipn For: 35 Ruth Road, Mattituck, NY 11952 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.28 in H2O 0.28 in H2O Available static pressure 0.32 in H2O 0.32 in H2O Supply/return available pressure 0.132/0.188 in H2O 0.132/0.188 in H2O Lowest friction rate 0.077 in/100ft 0.077 in/100ft Actual air flow 800 cfm 800 cfm Total effective length (TEL) 416 ft • • . - Pte Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (In) Matl Ln(ft) Ln (ft) Trunk 2nd FI Hall h 2600 132 81 0:184 70 OX 0 MtFx 26.9 450 st2 Bath 2 h 991 50 30 0.166 4.0 OX 0 MtFx 34.8 45.0 st2 Bedroom 2 c 1320 100 127 0.193 6.0 OX 0 MtFx 13.5 55.0 st3 Bedroom 2-A c 1320 100 127 0 101 7.0 Ox 0 MtFx 11.4 120.0 st3 Bedroom 3 c 1208 92 116 0.089 6.3 6x 6 ShMt 38.5 110.0 st3A Bedroom 3-A c 1208 92 116 0.131 7.0 OX 0 MtFx 26.0 75.0 st3A Bedroom 4 h 2310 117 101 0.087 7.0 OX 0 MtFx 52.3 100.0 st2 Bedroom 4-A h 2310 117 101 0.077 7.0 OX 0 MtFX 61.9 110.0 St2A r Supply Trubk Detall T66.lq Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3 Peak AVF 382 487 0.089 585 10.8 12 x 10 ShtMetl st2 Peak AVF 418 313 0.077 626 10.5 12 x 8 ShtMetl st2A Peak AVF 117 101 0.077 423 6.5 10 x 4 ShtMetl st2 st3A Peak AVF 183 1 233 1 0.089 1 559 1 8.2 1 10 x 6 ShtMetl st3 4114- wrightso , 2018-Oct-18 16 10 35 Right-Sude®Universal 201818031RSU20822 Page . vC entslWrightsoft HVAC135 Ruth Road_Maftduck rup Calc=MJS Front Door faces. N Branch Detaff Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb5 Ox 0 183 111 113.6 0.165 683 7.0 Ox 0 MtFx rt2 rb1 Ox 0 217 228 123.6 0.152 653 8.0 Ox 0 MtFx rt2 rb4 Ox 0 183 233 170.3 0.110 527 9.0 Ox 0 MtFx rt2 rb3 Ox 0 217 228 1 244.0 0.077 516 9.0 Ox 0 MtFx rt2A TableReturn Trunk.Deta,il Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt2 Peak AVF 800 800 0.077 640 13.4 10 x 18 ShtMetl rt2A Peak AVF 217 228 0.077 547 8.4 10 x 6 ShtMetl rt2 A. wvrightsoft- 2018-Oct-1816-1035 sem' wxw.,a. .mss , Right-Sude®Universal 2018180.31 RSU20822 Page .entskWrightsoft HVAC135 Ruth Road_Mattituck rup Calc=MJB Front Door faces' N Energy Efficiency Certificate Address: 35 Ruth Road City: Mattituck State: NY Zip Code: 11952 Residential Compliance Path Prescriptive R Component Values Ceiling Value: R38 Wood Frame Wall Value: R21 Floor Value: R45 Basement Wall Value: R10 Fenestration U-Factor: 0.25 SHGC: 0.26 Ducts Outside Thermal Envelope Value: R6 Building Envelope Air Leakage: 1,921 Air Changes Per Hour: 2.65 Duct System Air Leakage: 41 CFM Per 100 sqft: 3.70 Post Construction Testing Y Building Envelope and Duct Tightness Report 20151ECC as amended by the 2016 New Yorks State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 35 Ruth Road,Mattituck NY 11952 Test Date 8/21/2020 , Building Permit#: 43264 Compliance Pathway: Per_formance" 1 IJ Test Completed by: Christopher Silvia RESNET Rater ID#N 4150294 Home Energy Solutions NATID# �T 1 2Q20 187 East Main Street ICC ID# Huntington,NY-11743 BPI# 631-673-0664 ', ` ?te i�.cif •) �e — Building Envelope Tightness Volume Calculation : Check if. Floor Area Height Volume ❑� Conditioned Basement Basement 1832 18310 ❑ Conditioned Crawl Space 1St 1908 15264 ❑ Sealed Attic d n 2 1107 9963 *The conditioned floor area of dwelling is calculated in 3`d 0 a a e with ANSI 2765,except that conditioned floor Attic 0 area inclu es areas where the ceiling height is less than 5 Total Volume 43537 ft' CFM @50 pa 19211 Air changes/hr 50a 2.65 .y Code Compliance: Pass Duct Tightness: Post Construction Test-Total Duct Leakage System-1: 1st Floor Duct Location Condition Space •------------------------- Floor Area 1908 Leakage CFM @ 25pa N/A CFM/100 ft2 CFA N/A Code Compliance: Exempt System-2: 2nd Floor Duct Location Attic •------------------------- Floor Area 1107 Leakage CFM @ 25pa 41 CFW100 ftZ CFA 3.70 Code Compliance: Pass System-3: Duct Location -------------------------- Floor Area Leakage CFM @ 25pa CFM/100 ft2 CFA Code Compliance: Building envelope tightiness has been verified using instruments and procedures specified in ASHARE/ASTM E779 or ASTM E1827 as required by 2015 IECC as amended by the 2016 New York State Supplement, section 402.4.1.2. The building duct and plenum system has been verified as required by the,01.,IECC as amended by 2016 New York State Supplement,Section 4033.4. Signature: _ ; Date: 8/21/2020 Christopher Silvia,Rome Energy Solutions EI/ r If _ x . "`�"•�' -��n-.-,:r-rte.I� iuieiiww`r �..,. i ilk i f 1M 4 yy A� En 44 Y yl.hl yF ..r fitR t- n ol�� C'' ON ' as a=1 a aA � 1 Y �i Energy Efficiency Certificate Address: 35 Ruth Road CktV Mattituck State: NV Zip Code:11952 Rssldential Compliance Dpth Prescriptive R COm02nent Values Ceding Value R38 Wood Frame Wall Value R21 Floor Value. R45 Basement Wall Value R10 Fenestration U-Factor 0.25 S"GC 0.26 Ducts Outside Thermal Envelope Value R6 Building Envelope Air leakage 1.921 Air Changes Per Flour 2 65 Duct System Air leakage 41 CFM Per 100 sgft i 70 Post Construction Testing �i J 'I i .r A i IMM r i f I f '•. � I ��—: x i aY �' � _ 1 M'� �,� �. 9 � G'! f �` x I I y A t •,...,... ,,;.yy amu.-,��, , . •r - ,,•iia :g, ka�'�,^ryx e A,s�..a.,.,;u'. . � n � � t P��,t{�i(:i'�'�9,q��I �r'``te' �}• - 'a y. f `Tify,.� _j ``.' r> j,';'�(�G^�",��.���� e!.L` �C ��i�4 l .fir !t, �'. •�iYv� • Ye�yyl=if u";��� T � �° J� 1 �' t `',Q�'� •IAAF i� ,,�` y _ 4,�� W1, ���RN i Yy,��t [[[t.X'. ��'I� i, "�ys _ 4•� _ `�ls�` {' � r ...�cR��:,, ltiiy? �.i� •Q` ` .c rt •� a ,.�._ it vw r "'f t�yam. ,_!_ � � .`• { t - ��.�L� e����� `:.� a±�= ��. .�' "i'�'p-fir: J.�",-� r� �Y ,� ����� � � ,� `�' C. -..•..+e�`.i��,. I/ low,yX '♦ tl _ k , ' , �. � r 1. ti. ^�.Y•�� {��y, 4�L 1. 'M �,�,y, f( _ ^+ � t a♦ h _ , - A6,1 _ + -'� ' -.n - -" ♦ . ". „ .. :fir NTC�1.ai d•� _ �r .q_ • _ !- � z- �_" /►.+n a'* _ ire „_ ''6'~-. .i ;%�;L'� -.�Y1 r"i- � � .. � •.• s' = - � a nom' -� ���� - n�_ _ _ _ �' _ _ -tee. lit— F J L- .�•.,,��r•i � _,�' i .'=" '� ._ .,��_ .rr.-� � s► _ _ �` +�-``�i �.V b(.'�!� �S'pfr/�►:., '�l- � _ _ - ��� l ,meq •'. "` tiM 12�ii �7:Vis'" ar •4f -b*a' = 't _ i p ''z !�'a., ��; Y �► �� Si�... -ate .,. _ ' _•s y _� ..�i� - 1 _r .r `'-. � ,. � ,e `er ! ,� .tip, '.. Iwdti i�♦ r- t _ _ J±.� _r . ` amp 7 _ _ �r;� .,. _ � �. `.I� �r >. ter �a a► . 1 C4 yam. i s yr _ di. �..-" -'moi ''', i. 1 - - �� -' - - �• r r � III, .. �L _fie �' j •'< �(, N1^' �•'Y ;K: c�y +OYTt•� y'r�r�..� 1 7��NwYF'� � rr - r�• . Y'.'#i '�'.,ems..�`�'yy =- ��� {r- h IW,•RY-Ita, - - _ - - _ r. - - _ - -. - ''. w • AV 'doll r t d y - - I _ - ! �y + .••fes•-_. r '.. w 'r. ,':•'...y w' �:. a y!y..� �.�. 7�' � —Sl -s 4=r4!�• r� -146 /•�i"•,D. �acr � .- �"~4-'�-►x.�;�� -`•"ui•��.t: QST'-=-i`� '. '' 2-_.� ----�.. f• 35 21 r mss' •� --,� r W . s1/ A` - rAff - i'► } t•�y �3� •:.`7 � ��" ,fir _ -�� ?af: - ! _ !�� Ya' Y .w ^ . ..• .,.• + '^" .. � as w t � alar diti •a-ar•�- �It 1 COUNTY OF SUFFOLK STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF PUBLIC WORKS DARNELL TYSON,P.E. JOSEPH T.BROWN,P.E. ERIC M.HOFMEISTER DEPUTY CONMSSIONER COMIvUSSIONER DEPUTY COMMSSIONER September 24, 2020 Town of Southold 53095 Route 25 PO Box 1179 Southold, NY 11971 a Re: 35 Ruth Rd, Mattituck, NY 11952 SCTMN: 1000-10600-0500-036000 Take this letter as an official notice that the property in question does not reside within a Suffolk County Sewer District. As such, this property is not connected to Suffolk County Sewers. Therefore, the Suffolk County Sewer Permits Office withholds no requirements before an approval for construction or demolition can be issued. If the property owner wishes to pursue a connection to Suffolk County Sewers despite this information, an application must first be filed with the Sewer Agency. For more information contact the Secretary of the Sewer Agency, Boris Rukovets at (631)852-4199. Res fully atthew Arendt Matt.Arendt@suffolkcountyny.gov Principal Engineering Aide Sewer Permits Office (631)854-4185 SUFFOLK COUNTY IS AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER 335 YAPHANK AVENUE YAPHANK,N.Y. 11980 (631)852-4010 FAX(631)8524150 � � , � � � �� �. J , :� . i r �. .,t a ��....� + ._. -- ! _— _ T� __ .. `4 ` .. t rc WINDOW SCHEDULE 400 Series Tilt-Wash MANUFACTURER:ANDERSEN WINDOWS Windows MMLIQTYI TM DAN ROUGH OPRMG SIZE UNIT(SASH)SIZE MANN.# REMAW ® 11 CASEMENT 24"x3!-55/16" 2-711Z"x3'-013116' CX135♦ B)2�1PLYWOOD S ® 13 CASEMENT Y-01&x4'-012" 2-1115/16"x 4'-0' CXW14 �C 2 CASEMENT 7-47Wx3=55116' 2'43/8'x3'-413116' CW1354 ® 2 CASEMENT T-r xS-0318" 2'7112"x4=117/8" CX15 6 CASEMENT 3'-0ll2"xS-03W 21115116"x4=117W CXW15♦ F 0 1 (5)WIDE 100 8-37116'xS-012" - - (5)UNITS,P-8°WIDE EACH CASEMENTBOW QG I CASEMENT 2'-0518"x7-05/8" 7-0 Ur x2'-0118" C12 ® NOT USED O 1 PA11O�OR CH FW03168 INSWING DOOR K 2 CASEMENT 3'-0"x S 2"M0. 2!-71&x4!-11718" CX15 4 BASEMENT EGRESS WDWS Q (SAME AS TYPED'WDWS) WINDOW NOTES: ♦THIS UNIT MEETS OR EXCEEDS THE FOLLOWING DIMENSIONS:CLEAR OPENABLE AREA OF 5.7 SQ.FT.,CLEAR OPENABLE WIDTH OF 20-AND CLEAR OPENABLE HEIGHT OF 2C. WIND DESIGN PRESSURE FOR EXTERIOR WINDOWS,GLASS DOORS AND ANCHORING PER N Y.SR.C.SECTION R613. EXTERIOR WINDOWS,GLASS DOORS AND ANCHORING SHALL BE DESIGNED TO RESIST THE DESIGN WIND LOADS SPECIFIED IN TABLE R301.2(2)AND IS TO BE ADJUSTED FOR HEIGHT AND EXPOSURE WITH TABLE R301.2(3).PER N.Y.SR.C.SECTION R301. E 1st floor Sunroom back 2-4'x8' B 2nd floor Bed 2 2-4'x8' E 1st floor Living Rm back 2-4'x8' A 2nd floor Bed 3 2-41x8' D 1st floor Sunroom side 14x8' B 2nd floor Bed 4 2-4'x8' F 1st floor Dining Room front 1-4'x8' G 2nd floor bathroom B 1st floor Bedroom 1 front 1-4'x8' A Attic x 2 32x40 B 1st floor Den side 1-4'x8' A 1st floor Master 32x40 C 1st floor Master Bath 1-30x40 C 1st floor Bedroom 1 1-30x40 B 1st floor hall . 1-36x48 A Garage 2-4'x8' I � • y Y � • 1 r r t i } ox 4 - 1 +I .i " , o o • rr) i • lit T ` , � �¢ .� �� � � dt <® a �� � � �.,� t ,�� :� �,- ,, i n_ � ,{ r � r � ���' � � � � G � o � � � � . . � � �V� � Q �'xAr M • F � � •� � � 8'� • A is �, s a �� '� _ �'�,;, � �� r � f :� � � � ; _ :, t � j � I l � � r a �� � � � • i • 1w . • • -- 5T D R r 94= 17 • • 410 •• - - 4 40 �+ • f 40 /• ..* - - �i ccs �T F 1 • • � � N � � �. 5 � � . �Y .. t � � � � � � � �= � � j� � '' , � �: � � � s ♦ i �, �► � # � ek • ` � �� � + a • j � � • � � t 1 i � Y .. • � � � i , � d � ri1 ""'i �. � r�-- a (�'O saurrc �32"178vSIcc- mss .M CTESTE" 48�2s 4l wl T41SSillE s D" MILL ZZF tWfLcW�E _rV5-TF LA' g - at t +30045 d5-2F—b 23 06 3A:£ • -�s Ail a • yC e. ...�r - "``�K INPA td C c a H3N I s"[ 3.31-f i fed iv�l r�i3i.;o6a �� � •, t sr � - - 06 - ► 14 ; W Now s y i 4t, Cl";: £) How > r dor � ��.-moi. •f'. 7 s t � � ...e 413 y bsFt LA E _L^4.M yy _ _ L - vl er a _ Ste. s 1 1 l 1 7 • t• 1 e ' a � F I r r L•; 4 .l. 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' 14`X. ` 141 it f"4.i 4y.I.LN�',i^1^K•r.,��,. a � �•k - — ; k� f ^ w•".�5 it wrlw y.�'�"fi" .+<se.'�,-n,Ri`Ld�.:,.a.ry•;. v� w � � f4 i i ,�-�,_ � * � �, -_.y:, .,, f� � ,: ,.. .,� ,_ ... , . . .. -; _ ,. _ .. �- �s- S'. �� �� � � � a .. 1 ��� , � .-^ � � www � -�,,,�,,,.,,,, -.A y ti. s wr m . �° . ��_ �• - �\\"���s1tia���\��1a�L�' ';4 .fir ����'7' � ,��`je� . 4 n'� "�.t �� ._ ..{ .. ,..' \ .' � �..,, � > ,.A,. _�,�..a _ � _. �. :_ �'.�,r.--vim - - ..i... -. � .}r �.. - r .. . - _. . _ . .. : :,� .. , , _ -� - . _� F ...., - \. -- r Lh i 1 r� ,. .�• _�, . �l! .. - „`!r-*. r lam^ J �. 1 1 • • • COIENTS IIIIL' ,� � �� ����1"�L►I�+L�iIA, '' �" ���ill�► FOUNDATION (IST) vd]'! i/l�k����. ��I���.1iL• �r Ifir � -_ PLUMBING •ROUGH FRAMING R�+ aVA , AW _ INSULATION STATE 1 ' • • -- :iW%� PA w� I Owl Off r IIyJ �i4.. 41: MCA 0, © �i �]� • lWAS Ari, /2 t f ��r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL , 1>I rd of Health SOUTHOLD, NY 11971 �ts of Building Plans TEL: (631) 765-1802 nning Board approval FAX: (631) 765-9502 � urvey _.., o(� C Southoldtownny.gov PERMIT NO. k ! 46e is Form Y.S.D.E.C. stems �—%C.O.Application / F od,Permit Examined ,20 G ngle&Separate D � O�I� —�.1JI/russ Identification Form D - Storm-Water Assessment Form i NOV — 9 2018 tact: Approved ,2019 5 OQ� Disapproved a/c BunDING TOWN of sotDD ;`� (� Expiration' ,20 Bui i - pector APPLICATION FOR BUILDING PERMIT Date , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 " sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon;approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shal I be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every!!building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New,York, and other applicable Laws, Ordinances or Regulations, for,the construction of buildings,additions,or alterations or for removal or demolition as herein described. The applicant agrees;to comply with all applicable laws, ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address•of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder LSA I r Name of owner of premises (As on the tax roll or latest'deed) If applicant is a corporation, signature of duly authorized officer (Nam-e and title of corporate officer) Builders'License No. $�1� Plumbers License No. A- Electricians License No. ME,,- 31 g S� Other Trade's License No. 1 1. Location of land on which pr posed work will be done: 35 � � mTT� C a T House Ngrnber' , ,Street. Hamlet County Tax Map No. 1000 Section ® Block `% Lot C� r� '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 b. Intended use and occupancy ✓ e IV 3. Nature of work (check which applicable):New Building ✓ Addi ion Alteration Repair Removal Demolition Other Work • Q (Description) ^ _ 4. Estimated Cost ���©� C7�0,0 ©1Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units r Numbef bfydwellirrgun2 o�:� ch floor If garage, number of cars "'X 6. If business, commercial or mixed occupancy, specify nature and extent of eachlt�pe of use. 7. Dimensions of existing structures, if any: Front -M_Rear_ Depth Height Number of Stories, Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front T Rear '6-Q- `� Depth Height a(�'la, e( Number ofStoriesa 9. Size of lot: Front j 0•��Y���' Rear d ✓ �C/� Depth _X.Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated &O 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO �✓ 13. Will lot be re-graded? YES ✓ NO Will excess fill be removed from premises? YES ✓ NO n164q moonl 0 ( MerrivetG—br 14. Names of Owner of p emises�00"� �ii-Y ��V�r�ss �S m�441+ry�rl I he No. ( �7-XF/0 Name of Architect dE Ar '� - 'U ddres Chu 4141 S ' �h T� o64)' j Name of Contractor 6"S SAddress R P S LA Phone No.'�j�'3a--269' � W 161ebpll�q� 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 I/ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO— * IF YES, PROVIDE A COPY. STATE OF NEW YORK) COUNTY OF&PP,* MaKV ca-}?—\/ being duly sworn, deposes and says that(s)he is the applicant (Name ck individual signing ntract) above named, (S)He is the 00ne p (Contractor,Agent, Corporate Officer, etc;) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swornto before me thi day 4 vewd9ep,20 j �i )��A TRACEY L. DWYER NotaryP lie PUBLIC,STATE OF Signature of Applicant NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2-C2a Dr. Albert Ferrara 30 Newbridge Road,Suite 200 Dr. Elizabeth Mirro East Meadow, NY 11554 Dr. Alexander Frangas Phone:516.745.0303 Dr. Jaime Sinton Fax:516.745.0588 September 19,2020 I DE2 \\v7[ DD i OCT 1 4 2020 RE:Thomas Mooney BUTLW dG DUM :MVV'T CF1 r UTHOLD To Whom It May Concern, Thomas Mooney has been my patient since June 2010. Mr. Mooney was seen in my office for a complete physical on 09/16/2020. Mr. Mooney is a disabled combat veteran. He suffers from neuropathy and has had multiple falls in recent weeks. He and his wife report that he will be - transitioning to a new home,which was designed with levelfloorsurfaces and handicap accessible bathrooms.Once the certificate of occupancy is obtained,the veterans administration will perform a home safety assessment and provide the necessary safety equipment's to enhance his safety. Please expedite this process,as it is imperative that he transitions to this new safer home as soon as possible. Sincerely, Dr.Alexander Frangas M.D. Board Certified Internal Medicine I Diplomates American Board Internal Medicine Department of Veterans Affairs 245 W HOUSTON ST December 19,2019 NEW YORK NY 10014 Veteran's Name: Mooney,Thomas,Joseph # 060049276 "000 y..t.ti.ul.IN6u�Nitadh�4�•th�N�limttii�itt��di• . 42MIAVOM . 66 MEM JOSEPH WSOOKEY SUMMOWN WY ilm This letter is a summary of benefits you cunwdy receive from the Department of Veterans Affairs -(VA). We are providing this letter to disabled Veterans to use in applying for benefits such as housing entitlements,free or reduced state park annual memberships, state,or local property or vehicle tax relief,civil service p0=nee6_or any outer program-or entitlementin-which_-ver_ification of VA- _ - benefits is required.Please safeguard this important document This letter replaces VA Form 20-5455, and is considered an official record of your VA entitlement. America is Grateful to You for Your Service-- Our records contain the following information: Personal Maim Information: Your VA claim number is: 25 203 989 You are the Veteran Military Information: Your characters)of discharge and service date(s)include: Army,Honorable,08-Nov-1966-24-Oct-1969 (You may have additional periods of service not listed above) _ VA Benefits Information: Service-connected disability: Yes i Your combined service-connected,-,valuation is: 100 PERCENT o =you considwe"be totally and permanetu.'y disabled due to your servir wnaected i disabilities: Yes You should contact your state or local office of Veterans' affairs for information on any tax,license, or fee-related befits for which you may be eligible.State offices of Veterans'affairs are available at htipJ/www.va.gov/statedvalimL weed Additional Information or Verification? If you have any questions about this letter or need additional verification of VA befits,please call us at 1-800427-1000.If you use a Telecommunications Device for the Deaf(TDD),the federal relay number is 711.Send blectronic inquiries through the Internet at httpsJ/iris.custhelp va.gov/. Sincerely yours, Regional Office Director Verity, Mike From: Mary Mooney <ptmare56@gmail.com> Sent: Monday,April 06, 2020 7:07 PM To: Verity, Mike; Silleck, Mary Cc: Kirk Niemann Subject: New home construction permit Dear Southold Town Building Department I hope this e-mail finds you and your staff safe and healthy. We are in the process of building our new home in Mattituck at 35 Ruth Rd (Irrevocable Mooney Trust) Construction was planned for completion In May however due to circumstances beyond our control,the pandemic, everything has been moved back. Since the building permit expires on June 8,2020 we are requesting an'extension of the building permit. Thank you for your time and consideration. Please stay,safe and be well! Sincerely Mary S Mooney Sent from my iPhone ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. Verity, Mike - From: r Mary Mooney <ptmare56@gmail.com> Sent: Saturday,June 06, 2020 3:50 PM ' To: , Verity, Mike; Silleck, Mary Cc: Kirk Niemann Subject: Re: New home construction permit > Dear Southold Town Building Department I hope this a-m'ail finds you And your families safe and healthy. We are still under construction at 35 Ruth-Rd in Mattituck secondary to delays from COVID-19 Pandemic construction restrictions. We are requesting an extension of our permit which expires on June 8th as requested in e-mail sent previously on April 6. We appreciate,-,your time and consideration. We look forward to completion of our home within"in the next few weeks now that construction-restrictions have been lifted. Thank you Mary S Mooney Sent from my iPhone >On Ap'r 6,2020, at 7:06 PM, Mary Mooney<ptmare56@gmaii.com>wrote: > Dear Southold Town Building Department > r > I hope this e-mail finds you and your staff safe and healthy. >We are in the process of building our new home in Mattituck at 35 Ruth > Rd (Irrevocable Mooney Trust) Construction was planned for completion In May however due to circumstances beyond'our control,the pandemic, everything has been moved back. >Since the building permit expires on June 8, 2020 we are requesting an extension of the building permit. >Thank you for your time and consideration. > Please stay safe and be well! >Sincerely > Mary S Mooney > >Sent from my iPhone . ` JUN 3 2020 1 ' -S66-'LLL i , �C�(0�1[�I�WWAT1ER, A. Russell SUPERVISOR � 1 IMI A, A. G1EI\\J[1EN']F SOUTHOLD TOWN HALL-P.O.Box 1179 a 53095 Main Road-SOUTHOLD,NEW YORK 11971 '�iy�O Town of,SO u th o l d CHAPTER 236 - STORMWATER MANAGEMENT ( TO BE COMPLETED BY THE APPLICANT _ _ __ _ _ - - --- -- --- --------- - --- - --------------- ----------------- - -------------------- NOV=1 ZQa$_.; - _ DEC - 3 2018 DD ___ DOZES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Y No (CHECK ALL THAT APPLY) 13UMDING DE17s ' A. Clearing, grubbing, grading or stripping of land whic1T2"C%1NBN0I1P than 5,000 square feet of ground surface. [9�1B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑[YC. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑[a E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑a-F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes J 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, ignatur@,U nfor-mation,-Date-&-Count}-T-ax-Map-Number Chapter--236-does-no"ppl-y-io4our-prolect, If you answer YE 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. APPLICANT- ( operty Owner,Desion Professional,Agent.Contractor,Other) S.C.T.M. #: 1000 Date. Distract NAME. a Section Block Lot S ( , LvTN-iL?V"l- SE C}•� : Contact Information O S !U Reviewed By- D e Property Address / Location of Construction Work — — — — — — — — — — — — — — — — — SQ-/ 1 ® Approved for processing Building Permit ormwater Management Control Plan Not Required Stormwater Management Control Plan a Required. (Forward to Engineering Depailment for Review.) FORM F SivIC P- TOS MAY 2014 APPLICANT S.C,T.M, 1000 CHAPTERS 236 (property Owner,Design Professional,Agent,Contractor,Other) — � KZ)N �5>1Q� C Stormwater Management Control Plan C ECK LIST AMIE J section lock Lot S M C P -Plan Requirements: Provide ONE cot of the Building P mit Application, „ q PY PP (P 31 Date: �c The applicant must provide a Complete Explanation and/or Rea n for-not providing soli all Information that has been Required by the following Checklistl i I A Site Plan drawn to scale Not Less that 60' to the inch MUST If You answered No or NA to any Item, Please Provide Justification Herel show all of the following items: YES NO NA If you need additional room for explanations, Please Provide additional Papel a, Location-& Description of Property Boundari b. Total Site Acreage, - — c, Exiting - Natural &Man Made Features within 500 L.F. of the Site Boundary as required by §236-17(C)( . 0 N g�SEDIMEN I CONT RGUS! d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. de but not a ',i e. Limits of Clearing & Area of Proposed Land Disturbance. �0wipill tained Cons r f Existing & Proposed Contours of the Site (Mini urn z Intervals) 12�0 Silt Fencing, s g. Location'of all existing & proposed structuresi roads, Wife t pxppsed and/or lnaLL1V'r Sells driveways, sidewalks, drainage improvements & utilities. Seed— h. Spot Grades & Finish Floor Elevations for all existing & 0� j proposed structures. I. Location of proposed Swimming Pool and discharge ring. 1. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging A ea(s), DRAT NAGE INSPECTION ARE R�nj 11DED I. Location of proposed concrete washout area( . rn, Location of all proposed erosion&sediment control mez sures. R l2rouide I 2. Stormwater Management Control Plan must include Calcul tions showing that the Stormwater improvements are sized to capture,sto e,and Infiltrate th-'t the draipage has been on-site the run-off from all impervious surfaces generated y a two(21 inch 0 rainfall/storm event 1 3. Details&Sectional Drawings for Stormwater practices are req jired for approval, IlcmS requiring details shall include but not be limited to: i a. Erosion & Sedirrient Controls, i/ O0 b. Construction Entrance & Site Access. ut G — 3 c, Inlet Drainage Structures (e.g.catch basins,trent drains,etc.) �✓ 00 d. Leachin Structures (e.g. infiltration basins,swale etc.) I 1) a)r,fi."f" t" USE NLY I UTHOLD Additional Information is Required. U � I _ Reviewed & - - -- - - I -- -Stormwater-Management Control Plan Is of Complete.- . _ - a Approved By: L — — — — — — — — — — — — - - - - — — — — — — Stormwater Management Control Plan is omplete. Date- �� 1 SMCP has been approved by the Engineei ing Department. I , FORM " SW( P C)P k l,i5t -TC). MAY 9ni4 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD o NOV 2 Ifo Hall Annex - 54375 Main Road - PO Box 1179 o Southold, New York 11971-0959 Teiephone (631) 765-1802 - FAX (631) 765-9502 rog 'YO s'oWholdtownny.gov seand(a�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: N- z 5- (9 Company Name: Name: License No.: y3goz - rlE email: Address: Phone No.: 6? 00coCP JOB SITE INFORMATION (All Information Required) Name: I4(Da+ Address: 3�SQ�7� y2, VL�-fff7 Cross Street: Phone No.: Bldg.Permit#: LISUz/ email: Tax Map District: 1000 Section: Block: Lot: �► BRIEF DESCRIPTION OF WORK (Please Print Clearly) dkAj1k Circle All That Apply: Is job ready for inspection?- YES NO Final Do you need a Temp Certificate?: YES 4NO1issued On Temp Information: (All information required) Service Siz 1 P 3 Ph Size: ?� A # Meters�_ Old Meter# New Service - Fire Reconnect - Flood Reconnect - Service Reconnected - Underground - Overhead # Underground Laterals 1 r2Fra Pole Work done on Service? 6Y-�) N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Formals (/ I� � FFaLKC BUILDING DEPARTMENT- Electrical Inspector O TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 ;'. Telephone (631) 765-1802 - FAX (631) 765-9502 roger riche rtfttown.southold.ny.us PLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: 14, � - Date: Company Name: 741"- �Name: .✓,nLicense No.: email: •�-k,� ,ems �c � ��Address: t�l! 5,�► u �-�97 Phone No.: JOB SITE INFORMATION: (All Information Required) Name: OD Izes)dzwr-z Address: 3, IZ-® � d 19 52 Cross Street: Phone No.: 31- -746 email: �'-Frere Ste • �°' BIdg.Permit#: Lot: `Z- Tax Map District: 1000 Section: Block: BRIEF, DESCRIPTION OF-WORK(Please Print Clearly) /J,-" Circle All That Apply.' r Final Is job ready for inspection?: YES !\1 / Rough In ? YE NO Issued On Do you need a Temp Certificate.: TempInformation: {All information required) Ph 3 Ph Size: p�' A # Meters Old Meter# I Service Size <� New Servi - Fire Reconnect- Flood Reconnect- Service Reconnects - Undergroun -Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION BZ Request for Inspection Fotrn.XiS (L\/ l/10 Ljil� DEPARTMENT- Electrical inspector, y O `KC°G i ` TOWN OF SOUTHOLD . CM ff. r, y� 'NOV 2 SFAJO'Hall Annex - 54375 Main Road -.PO.Box 1179 r ca: Southold, New York 1., 971-0959 - �� Tffohone (631) 765-1802 FAX (631) 765-9502 f d19NO- fholdtownny..gov - sea nd(a-),southoldtownny.gov APPLICATION FOR ELECTRICAL---INSPECTION ELECTRICIAN INFO.RMAT10'N,(Aii Information Required) Date: -t- {cI Company Name: a5G, --%-L-CS IK(C- - Name: � License-No.. c./ �le?Z,A-:t'tE - - email:- Address: mail:Address: kT.cc (` �. ur-ct-r '7tT_- z Phone No.. 1- SOB SITS"INFOR�111A, {3N {AI1;lnformation,Required) Name: f43 ac4 Address: . {� . , .�Ii7 = - Cross Street: { l .Phone No.. _..- :., .. etii~ail Ii.-Tax, Weistrict: B.f�IEF�D.ES,CRIR�tO.M-O.F pV11f;�f�{�,�fF,l�ase-Pr�rat �learfy)� -z��}C�; -- - -77 Cjjr• le All,That t4pp-!y: Is jab reajq.y.,fox inspection? . Final Do you ,need.a Temp Certificate?. YES: NO Issued�^�On ^-^ Temp IrEforma ion: w (Alt inforaraticiti-required)` Service Siz 1 P `S Ph; Sizefl•°rte A #Meters _ Old,Meter# New Service- Fire,Reconnect--Flaod Rb onrlect ServicO•Recor nected=-Underground -Overhead ;Underground Laterals. 1 2 Fra Pole._ _ 11Vo k doneron service? 6L-)-N # Additional lnforma40h:, -- -- PA lul uwT��PPtj Request for Inspection FormAs � I _ lV 4�� l I� ( - __ - ..___ .t_,,y� .�' :'i �,'" ;T`.t .., y,rt,74; :tir s .:"r'a.r, •s ti 1��1 I -.._ - ...._..-..-,. _.>. •. . ,....• ... ...........4�`?i.__V .ii....._*'...•N}.+...». a .'.�_s, k,_�f.. ...-., ..;�,.i�;...j,S:,';f,i... `9'.._ y_� � ^.a ^�4y w~ 's�'wiY= P"C� .:--./— t-1._.I _ ,.'Y�� ..>�� m�-- Y ^':r;-,.iv�.p�{E'� .._., Y —......4�,,.;,9:K�F5'ya E 4:'.0 ^J4 °`�`=fu.3 `{ ., �Fu rv•. 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Box 1179 a Fax(631) 765-9502 ------Soathold;NY'11971=0959 —~~- O -- --- BUILDING-DEPARTMENT - - ------ - - NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Datq: Owner: Location of Properly: l 5 �t4 aL Please take notice that the (check applicable-line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applible line.): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 9 +., r • S,� a*• . 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MOONEY 66 MERRIVALE DRIVE SMITHTOWN, NY 11787 Re: Title No. 1229493 Premises: 100-106-07.00-024.00 MATTITUCK, NY 11952 Dear,Sir: EQUITY SETTLEMENT SERVICES, INC, as Agent for Old Republic National Title Insurance Company for Mary S. Mooney, Certifies to you and to the Town of Southold, that we have searched the records of the Clerk of the County of SUFFOLK to determine the properties surrounding the above mentioned premises. Said searches disclose the following: I: Subject premises known as: District: 1000 Section: 10600 Block: 0700 Lot: 024000 (35 Ruth Road, MATTITUCK, NY 11952) See Exhibit A herein Title vested in: Christopher T. Mooney and Gregory H. Mooney, as Trustees of The Mooney Family Irrevocable Trust dated December 18, 2014 II: Premises to the South known as: District: 1000 Section: 10600 Block: 0700 Lot: 025000 See Exhibit B herein Title vested in: Savas Zinon and Androulla Zinon, his wife CONTINUED Please contact our office if we can be of further assistances. Sincerely, 'EQUITY SETTI-OWiNT,S RVICES, INC Page 1 of 7 11/21/18 3:03 PM EQUITY SETTLEMENT SERVICES, INC 444 Route 111,NY 11787 631-715-3442 631-715-3443 III: Premises to the West known as: District: 1000 Section: 10600 Block: 0700 Lot: 023000 See Exhibit C herein. Title vested'in: Nicholas Gabriel and Lillian Gabriel, his wife IIII: No Premises to the NORTH it is Ruth Road. V. No Premises to the EAST it is Breakwater Road. Liability hereunder for any damages hereunder is limited to $25,000.00. Such liability extends to an act which constitutes gross negligence by this Company in failing to report any properly recorded/filed lien or encumbrance for which a search has been made. No claim for damages shall arise unless payment of all charges for this report have been made before such claims arise and further that the prospective purchaser, lender, lessor/lessee, his attorney or his agent had no knowledge of any lien, encumbrance, or defect not shown for which said search has been made. Please contact our office if we can be of further assistances. Sincerely, (Z:D EQUITY E ERVICES, INC AP: Encs. On this 21 st day of November, 2018, before me personally came Amy Panetta, an AUTHORIZED AGENT OF EQUITY SETTLEMENT SERVICES, INC, to me known to be the individual who executed the foregoing search and acknowledged that she executed the same. Notary Publ' BIANCA M.wORDEN Notary Public State of New York No. 02WO4947709 Oualiii-d in Suffolk County Commission Expires February27,2z&.z Page 2 of 7 11/21/18 3:03 PM EQUITY SETTLEMENT SERVICES, INC 444 Route 111,NY 11787 631-715-3442 631-715-3443 EXHIBIT A SUBJECT PREMISES DISTRICT: 1000 SECTION: 10600 BLOCK: 0700 LOT: 024000 Deed: Stanley J. Sledzieski and Helen Dated: 05/27/1965 Sledzieski, his wife Recorded: 06/07/1965 To Liber 5757 Page 180 Harry Stavridis and Katherine Stavridis, his wife Deed: Jack Stavridis, as Executor of Dated: 02/01/1995 the last.will and testament of Recorded: 08/03/1995 Katherine Stavridis, deceased Liber 11735 Page 938 To Jack Stavridis, Harriet Frangas and Mary Mooney Deed: Jack Stavridis, Harriet Frangas Dated: 01/31/2009 and Mary Mooney Recorded: 02/10/2009 To Liber 12580 Page 232 Thomas Mooney and Mary Mooney, husband and wife Deed: Thomas Mooney and Mary Dated: 12/18/2014 Mooney, as tenants by the Recorded: 04/10/2015 entirety Liber 12813 Page 348 To Christopher T. Mooney and Gregory H. Mooney, as Trustees of The Mooney Family. Irrevocable Trust dated mer 18, 2014 (LAST DE D OF RECO ) EQUI MENT SERVICES, INC On this 21s day of November, 2018, before me personally came Amy Panetta an AUTHORIZED AGENT OF EQUITY SETTLEMENT SERVICES, INC, to me known to be the individual who executed the foregoing searc and acknowledged that she executed the same. Notary Publi BIANCA M.WOHDEN Page 3 of 7 Notary Public,State of New York 11/21/18 11:44 AM No.02WO4947709 Oualifi^d in Suffolk County Commission Expires February 27, -Zo/ I ] RECORDED Number of pages 2015 Apr 10 11:39:33 All JUDITH A. PASCALE CLERK OF This document will be public SUFFOLK COUNTS' , record.Please remove all L D00012813 Social Security Numbers P 3415 prior to recording. DT1i 14-22611 _r Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 FEES Page/Filing Fee _� Mortgage Amt. _ �J 1.Basic Tax Handling g�@. 00 2. Additional Tax TP-584 `_ Sub Total Notation Spec./Assit. or EA-5217(County) Sub Total Spec./Add. EA-5217(State) 1/ TOT.MTG.TAX Q R.P.TS.A. �= Dual Town Dual County _ Held for Appointment Comm.of Ed. S. 00 Transfer Tax �QR� Affidavit _ • . Mansion Tax Certified Copy The property covered by this mortgage is or will be improved by a one or two NYS Surcharge 15. 00 family dwelling only. Sub Total YES or NO Other , _ Grand Total 3g a 17 I see appropriate tax clause on ge of this instrumen 4 Dir 024.000 5 Community Preservation Fund Real Prc 15000429 1000 10600 0700 024000 Consideration Amount$ Tax Sei%Venfica T I I1111111111111 M111�II1 Ageni R DTy A F Tax D $ 07JAN 1 'Improved a� 6 SabadQuurty vratnaiycai ncicaaea darn upcny vm ic,o•ma i.iy'Address RECORD&RETURN TO: < Vaca Tully&Winkelman,P.C. TD e.16 f� 150 Broadhollow Road TD Suite 150 Melville,NY 11747 TD Mail to:Judith A.Pascale,Suffolk County Clerk 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name Advantage Title Agency www.suffolkcountyny.gov/clerk Title 0 REC-16328 8 Suffolk County Recording & Endorsement Page This page forms part of the attached Bargain and Sale Deed made by, (SPECIFY TYPE OF INSTRUMENT) Thomas Mooney and Mary Mooney The premises herein is situated in SUFFOLK COUNTY,NEW YORK. TO In theTOWN of Southnid hristnni+er T_Mnnney&Ck gory H_Mnnney, In the VILLAGE Trustees of the Monnet'Family Irrevncahle Trust or HAMLET of BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. over BARGAIN AND SALE DEED WITH COVENANT AGAINST GRANTOR'S • ACTS (INDIVIDUAL OR CORPORATION) FORM 8002(short version),FORM 8007(long version) CAUTION:THIS AGREEMENT SHOULD BE PREPARED BY AN ATTORNEY AND REVIEWED BY ATTORNEYS FOR SELLER AND PURCHASER BEFORE SIGNING. THIS INDENTURE,made the 18th day of December,2014, BETWEENThomas Mooney and Mary Mooney,as tenants by the entirety,of 66 Merrivalle Drive, Smithtown,New York 11787, party of the first part,and Christopher T.Mooney and Gregory H.Mooney,as Trustees of the Mooney Family Irrevocable Trust Z� dated December 18,2014 of 66 Merrivale Drive, Smithtown,New York 11787, parry of the second part; WITNESSETH,that the party of the first part,in consideration of Ten Dollars and No Cents($10.00) and other valuable consideration paid by the parry of the second part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected, situate,lying and being in the SEE SCHEDULE A ATTACHED Said premises known as 35 Ruth Road,Mattituck,New York 11952. Being and intended to be the same premises conveyed to the party of the first part by deed dated January 31,2009 and recorded on February 10,2009 in Liber D00012580 Page 232 in the Office of the Suffolk County Clerk.; TOGETHER with all right,title and interest,if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof, TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises, TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part,covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement District: 1000 Section: 106.00 Block:07.00 Lot:024.000 NYSBA's Residential Real Estate Forms(9/00) 0 2014 Matthew Bender do Co.,a member of the LexisNexis Group. and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word"party"shall be construed as if it read"parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above written. Tho as Mooney Mary Mooney Acknowledgment by a Person Within New York State(RPL§309-a) STATE OF NEW YORK ) COUNTY OF SUFFOLK )ss.: On the l 8th day of December in the year 2014,before me,the undersigned,personally appeared Thomas Mooney and Mary Mooney,personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s)whose name(s)is(are)subscribed to the within instrument and acknowled ed to me that they executed the same in their capacity(ies),and that by their signature(s)on the instru a t,the div' al(s),or the person upon behalf of which the individual(s)acted,executed the instrume t. (signature d office of i dividual taking acknowledgment) Matthew V. Ferdon Notary Public-State Of New York NO.02FE0297047 -Qualified In Suffolk-County Commission Expires 0212412OJ2 District: 1000 Return To: Section: 106.00 Tully& Winkelman,P.C. Block:07.00 150 Broadhollow Road,Suite 150 Lot: 024.000 County or Town: Suffolk Melville,New York 11747 NYSBA's Residential Real Estate Forms(9/00) ®2014 Matthew Bcndcr&Co.,a member of the LexisNexis Group. -2- Schedule A ALL that certain plot,piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and being at Mattituck,in the Town of Southold, County of Suffolk and State of New York,bounded and described as follows; BEGINNING at a point on the Westerly side of Luthers Road, South 19 degrees,48 minutes West 207.98 feet Southerly from the point of intersection of the Southerly line of Map of"Captain Kidd Estates"subdivision and the Westerly side of Luthers Road; RUNNING THENCE along the arc of a circle bearing to the left having a,radius of 18.50 feet,a distance of 34.54 feet to the Southerly side of Ruth Road; THENCE along the Southerly side of Ruth Road North 87 degrees, 11 minutes West 118.18 feet to a point; THENCE South 2 degrees, 49 minutes West 192.30 feet to a point; THENCE South 87 degrees, 11 minutes East 84.45 feet to a point on the Westerly side of Luthers Road; THENCE along the Westerly side of Luthers Road North 19 degrees,48 minutes East 176.07 feet to the point or place of BEGINNING. THIS CONVEYANCE is made subject to the following covenants,conditions, restrictions and reservations. SEE ATTACHED RIDER VACANT LAND Section: 106 Block: 7 Lot(s): 24 1. No building other than one private dwelling house for the use and occupancy of one family and one private garage shall be erected on said premises. No such dwelling house shall have a first floor area of less than 960 square feet, not including porches or garage, and each such dwelling house shall be erected on a parcel having a minimum o£ 100 feet frontage on Ruth Road. 2. The premises shall not be used for the manufacture or sale of merchandise or goods of any kind, nor for any trade or business whatsoever, nor for the display of any advertising or commercial signs. 3. No stables, open cesspools or outside toilets shall be erected on said premises, and no nuisance shall be created or allowed on said premises, to the detriment of the owners of the premises adjoining the premises hereby conveyed and neighboring properties. 4. No fences over four feet in height shall be erected on said premises, and any such fence shall be maintained and kept in good appearance. 5. No fowl, poultry, animals or livestock shall be kept on said premises, other than two domestic pets. 6. No living trailers shall, be kept, used or allowed on said enrciasrd--garage. _ 7. The parties of the first part, their successors and assigns, reserve the right to convey other portions or all of the lands of which the above-described premises are now a part, or portions or all of any other neighboring lands which may hereafter be acquired by them, or the above-described premises if they reacquire same, with other and different covenants, conditions, restrictions and reservations than those herein contained. S. The covenants, conditions, restrictions and reservations herein contained 'shall apply solely to the said premises hereby conveyed and they shall be construed as real covenants running with the land and shall cease and terminate on January 1, 1980. , (127 C 1945 0 `}° �� too - - too ,w 4 N 1�p 3y too DR ° r 5 N 1s3 °$(195 2 026) ,� '(129) (153) 100 100 1D0 g 7 0 6 0(191J o (192) (too 110 �Q 1g T A (130) a �2� 79 9 n� 10° 139 S 31 ao (125 (10) ° l5 K1DD 1°0 11 10 N o 188 (les) (AN 100 16 too $ 3 � , (131) ao �t� 12 ^' 0 187 100 100 i (124) 0 13 r N (1ssJ ( ) to too N 20 5 14 N o 184 0 (less too 100 10o tao N N 35 36 ° (163) (too too 100 100 r 33 `� 34 `too 7e a g 12° 9 (133) a° 39 CJP 20 1e1 (180) 100 tOD N 32 118 °s g (17,)t c,7z) �Q a° 1 116 103 133 N � 29 30 '� oo too 1oa 3 g02u) 3 315 a �a` 2y0 $51(pg g C, 27.1 v, 2a 100 100 8 �. 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N ro 104 84 o 0 a0 g 12 ,75 ° to 104 186 2 ` 012110,1 (168) 1yp 9 0 (ti 6)g( ,o° � ''N 2 N N 104 110 `/ Y 25.5 �5 � 1oa 104 t10 ' ` Q ip ,(169),31 0 !�V X00 , 3 1 +ow?r o'J 100 200 110 110 (4) (3) (2) � �y B w ,0°n `� 164 710 110 15) �, ^' 41 d•� ,(17a) ° 12 ;(16 (201) 153 (7) (6) J N N 26 25 `. �ro5 SOT ,o ao 1�N `fir (1ss) (200) 96 00 ,5a (9) (e) N 30 N 29 N 2a o L11vo a �°� c o � 153 '�� �° (198) ,00 ,� (1) 33 N 32 31 110 110 „o (50y) 5 5 25 ,9 (197) , (2) j � 110 105 15 '(196) 10 w tab 110 0 ° 19 * °e 2 3 3 81 122 I31 12° 05 10 17 18 NG 2, (4j a 36 15 05 15 16 0 V O 1 2 (s) a� 6 ,2p ,p 1 23 �� 13 14 (16) (n) 9 '�Z.L 1p0O 3120 ��6h (38J 12 "' (13) (14) (15) 102 T9 r0 a°o (7) (5) 'os 31 _ (11) (1� 113 10442 /QOt9 _ -+ ) 44 1° fJ a°° (8) 110 + 3 1Y° 5¢ 3 Q w 6a P`cl (10 10T 107 s5 r, a0 3 , O X13 (371 128 4os (17) c po ° (1°) 1°° 0 (161 'om 39 111 9 �° (,e) N 0 f; (38) 5o0P ° 11 1p0 1`1.1 � 91 rp 110 � ( ) (15) op N3 111 1yp o 2 2pp () O 1p 12(14 m $1 111 a0 (20) 105 (35) m (39) o j s N23 �RaV 6 1 _r 13gr ��_ 1111 a° (21)1 1py (34) LL (13) a o0 200 0� 681 O p 111 CJ�P 111 lb (22) 10y (33) 2� (40) 24.6 h N �o . 111 y '°o Y!/ 2p0 4P N z 40 9A 1, o (23) 1ph (32) 0° 2$ 41 2. O / g4 '�J�G��oo° (24)1 ,1py j(3,) �,9 V1°y �y�l 1 p�6 � 'Z� o ) 295 2� g 2° 111°y (3� 00 3 10y 11 3 115 Ccy m (42) 1 � O $ 'dJ (26) 111p5 x(29) $ `b1 105 ,1 s (43) 1ph 20 t20.4 0 O� 1� (28) g 32 1°y �O• �3 �s (44) 11y X10 a 2 2A 317 516 2 �i0 (27) �$ 33 ,0`' 15 115 0 200 Fd B..d 3y �` s (45) v EQUITY SETTLEMENT SERVICES, INC 444 Route 111,NY 11787 631-715-3442 631-715-3443 EXHIBIT B PREMISES TO THE South DISTRICT: 1000 SECTION: 10600 BLOCK: 0700 LOT: 025000 Deed: Anna N. Orros Dated: 01/31/1974 To Recorded: 02/11/1974 Savas Zinon and Androulla Liber 7587 Page 194 Zinon, his wife (LAST DEED OF RECORD) EQUITY TTLEME11T SERVICES, INC On this 21st day of November, 2018, before me personally came Amy Panetta an AUTHORIZED AGENT OF EQUITY SETTLEMENT SERVICES, INC, to me known to be the individual who executed the foregoing earch and acknowledged that she executed the same. Nota Pu i BIANCA U VVOnuciv Notary Public,State of New York No. 02w04947709 Page 4 of Qualified in Suffolk County G 11/21/18 11:44 AM Commission Expires February 27, 1{ PF_29 111r.2)S1.nd.rd N.\B.T.U.Form 000-1 B.q.t.nod Sole De J,.116 Corenanl salad Cc..We•.Ad.lndiddnd or C-P-11uiii lSluale S6.11 CONSULT TOUR LAWYER BEFORE SIGNING THIS INSTRUMENT—THIS INSTRUMENT SHOULD RE USED IT LAWYERS ONLY. 1�( U,0587 PACE 194 This Indenture,made the 31st day oUanuary ,nineteen hundred and seventy-four Between ANNA N. ORROS, residing at 246-12 Van Zandt Avenue, Douglaston, New York, -'" party of the first part,and SAVAS ZINON and ANDR017LLA ZINON, his wife, both residing at 23-21 30th Drive, Astoria, New York, party of the second part, t Witnessath,that the party of the first part,in consideration of Ten Dollars and other valuable consideration paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs or successor and assigns of the party of the second part forever, All that certain plot,piece or parcel of land,atN allakutlNtow m87LIfMKarected,situate,tying and beingig= at Mattituck, in the Town of Southold, County of Suffolk and State of New York, known and designated as Lot number 1, as shoe%on a certain mai entitled "Map of Sunset Knolls", and filed in the-Suffolk County Clerk s Office, on January 5th, 1968, as map number 5023. Being the same premises heretofore conveyed to the party,of the first part by deed from Stanley J. Sledzieski and Helen Sledzieski, his wife, dated January 11, 1969, and recorded in the Suffolk County Clerk's office on January 27, 1969, in Liber 6496 cp 322. Subject to a mortgage held by Stanley J. Sledzieski and Helen Sledzieski, his wife, now reduced to the sum of $1,483.26, and interest. I • GAL ESTATE K1t,st1r.NE -Y�r 4� o, iicNtv�icl7THX�� .��'�• ,t Pit in—°tt lTogether with all right,title and interest,if any,of the party of the first part in and to any streets and roads abutting i the above described premises to the center lines thereof:Together with the appurtenances and all the estate and rights of the party of the first part in and to said premises:To Have And To Hold the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. And the party of the first part covenants that the party of the first part has not done or suffered anything whereby the it said premises have been encumbered in any way whatever,except as aforesaid. { And the party of tha first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will bold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the pay- ment of the cost of the improvement before using any part of the total of the same for any other purpose. IIThe word"party"shall be construed as if it read"parties"whenever the sense of this indenture so requires. In Witness Whereof,the party of the first part has duly executed this deed the day and year first above written. In Presence Of: ANNA N , ORROS I • �,I r LfPc; I�O I PAST.��� '�• ; STATE OF NEW YORK,COUNTY OF QUEENS, sst STATE OF NEW YORK,COUNTY OF On the 31s tday of Janua=y 19 74,before me On the day of 19 ,before me Personally Came Anna 14. Orros personally came to meknown to be the individual described in and who to meknown to be the individual described in and who executedtheforegoingiastrument,andacknowledgedthae executed theforegoinginstrument,andacknowledgedthat she executed the same. executed the same. :I i •� l• E Notary Public I .11-0 r NU'1.d.pnl�.Nntnq P- "-0.1 Nw Ton•Na./e.i:Tn+ �Y.INN�In Cutin.C_" T,rm r.p1r.,V.r.• 1. 1, STATE OF NEW YORK,COUNTY OF TE OF NEW YORK,COUNTY OF {' deg of19 .before me On the day of 19 ,before meonally came personally came the subscribing witness to the foregoing instrument,with .to meknown,who,beingbymeduly?worn,did depose and whom I am personally acquainted,who,being by me duly say that he resides at No. sworn,did depose and say that he resides at No. that he is the that he knows L ' of ,the corporation desscribed to be the individual in and which executed the foregoing instrument;that he described in and who executed the foregoing Instrument; knows the seal of said corporation;that the seal affixed that he,said subscribing witness,was present and saw to said instrument Is such corporate seal;that it was so axeeute,the same;and that hq said witness, affixed by order of theboatd of directors of said corpora- ss rvitaess thereto- tion and that he signed h name thereto by like order. at the same time subscribed h name i Well WltX1�� ttnit SECTION , nLoce With Covenant Against Grantor's Acta a S. �O Z / / LOT itle No tc i . - COONTY oa zowN Southold 'r• ANNA N.•ORROS r. TO SAVAS ZINON and Recorded At Regent d u t&IM TITLE INSURANCE COMPANYOf NewYork h • RETuILj BY MAIL TO IMI IFETITLE Standard Farm of New York Thomas J. Lukas, ESQ. Bo..or Tnie U.damritors 33-10 30th Avenue Dittrlbuted by L. 1. City, N.Y. 11103 USL"E TITLE INSURANCE zip n. COMPANYof Newyork �.r,,gty ttutat-wut'rn m>F i • — F 7� Y_ C,J y ao e� C •z EQUITY SETTLEMENT SERVICES, INC 444 Route 111,NY 11787 631-715-3442 631-715-3443 EXHIBIT C PREMISES TO THE West DISTRICT: 1000 SECTION: 10600 BLOCK: 0700 LOT: 023000 Deed: Stanley J. Sledzieski and Helen Dated: 03/01/1965 Sledzieski, his wife. Recorded: 03/05/1965 To Liber 5710 Page 27 Michael G. Gabriel Deed: Michael G. Gabriel Dated: 05/31/1995 To Recorded: 05/31/1995 Michael G. Gabriel and Helen Liber 11727 Page 184 Gabriel, his wife and George _ Gabriel and Nicholas Gabriel, his sons, as joint tenants Deed: Helen Gabriel, as surviving Dated: 06/28/2003 tenant by the entirety, George Recorded: 07/08/2003 Gabriel and Nicholas Gabriel Liber 12260 Page 12 To Helen Gabriel Deed: Helen Gabriel Dated: 07/26/2003 To Recorded: 08/05/2003 George Gabriel and Nicholas Liber 12265 Page 107 Gabriel (CONTINUED) EQUI LE E SERVICES, INC On this 21 st day of November, 2018, before me personally came Amy Panetta an AUTHORIZED AGENT OF EQUITY SETTLEMENT SERVICES, INC, tome known to be the individual who executed the for oin earch and acknowledged that she executed the same. No ary ublic 7 MANCA M.VvbhcutN Page 5 of 7 Notary Public,State of Naw York 11/21/18 11:44 AM No,02WO4947709 Qualif:nd in Suffolk County 1yl/ Commission Expires February 27, EQUITY SETTLEMENT SERVICES, INC 444 Route 111,NY 11787 631-715-3442 631-715-3443' EXHIBIT C CONTINUED PREMISES TO THE West DISTRICT: 1000 SECTION: 10600 BLOCK: 0700 LOT: 023000 Deed: George Gabriel and Nicholas Dated: 02/28/2017 Gabriel Recorded: 03/22/2017 To Liber 12905 Page 453 Nicholas Gabriel and Lillian Gabriel, his wife (LAST DEED OF RECORD) EQUITY LE ERVICES, INC On this 21st day of November, 2018, before me personally came Amy Panetta an AUTHORIZED AGENTOF E ITY SETTLEMENT SERVICES, INC, to me known to be the individual who executed the foregoin, se ch and acknowledged that she executed the same. Notary blic 131ANCA M.WONDEN Notary 2409�YorkNo0WaQ477 Qualii;nd in Suffolk county Page 6 of 7 m Comission Expires February 27, 11/21/18 11:44 AM ❑a RECORDED 12 2017 Mar 22 11:59:33 AM Number of pages JUDITH R. F'R=CaLE CLERK OF SUFFOLK COUH V L DOOO12905 This document will be public F 453 record.Please remove all DT4 16-25085 Social Security Numbers j prior to recording. Deed/Mortgage Instrument j Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 FEES 4- Mortgage Amt. Page/Filing Fee 1.Basic Tax Handling 20. 00 2. Additional Tax TP-584 S SubTotal Spec./Asset. Notation ! or EA-52 17(County) ; SubTotal Spec./Add. TOT.MTG.TAX EA-5217(State) Dual Town Dual County R.P.T.5 A. _ Zoo Held forAppointment Comm.of Ed. 5. 00 Transfer Tax —7tao Mansion Tax Affidavit The property covered by this mortgage is Certified Copy or will be improved by a one of two 15. 00 family dwelling only. NYS Surcharge ____ Sub Total ��� YES orNO Other, If NO, see appropriate tax clause on Grand Total J page II ofthis instrument. V C 4 010 �o,*;,,, o� �• S Community Preservation Fund Real Pr, 117008992 1000 10600 o700 023000_ Consideration Amount$ I 0 _ Tax Ser P T S 21111111fifi11 PF Tax Due S Agen R QTY q Verific: 20-MAR-1 Improved 6 Sa.._.__.._.. -•�6R�COAD&RETURN'O•`yvwners•maning''Address Vacant Land Peter C.Cotelidis,Esq. TD 1D 200 Old Country Road Suite 190 TD Mineola,NY 11501 TD Mail to:Judith A.Pascale,Suffolk County Cleric Title Company Information 310 Center Drive, Riverhead,• NY 1190TioEndorsement .Name r.9P Tr Yr.e TgRV r 4EX LLG www.suffolkcountyny.gov/clerk led CPRE '�2.6q B Suffolk County Recording Page DEED wl U4ii�� made This page forms part of the attached (SPECIFY TYPE OF INSTRUMENT) by: GEORGE GABRIEL AND The premises herein is situated in NICHOLAS GABRIEL SUFFOLK COUNTY,NEW YORK. TO In the TOWN of SOUTHOLD NICHOLAS GABRIEL AND In the VILLAGE LILLIAN GABRIEL,HIS WIFE or HAMLET of MATTITUCK BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. over I BARGAIN AND SALE DEED WITH COVENANT AGAINST GRANTOR'S ACTS THIS INDENTURE,made the 28" day of February,2017 BETWEEN,GEORGE GABRIEL, residing at 95 Inlet View East,Mattituck,NY 11952 and NICHOLAS GABRIEL,residing at 9 Wedgewood Court,Manhasset,NY 11030 party of the first part,and NICHOLAS GABRIEL and LILLIAN GABRIEL,HIS WIFE,residing at 9 Wedgewood Court,Manhasset,NY 11030,party of the second part. WITNESSETH,that the party of the first part,inconsideration of Ten and 00/100($10.00)Dollars paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. Dist. 1000 All that certain plot,piece or parcel of land,with the buildings and improvements thereon erected, situate, lying and being at Mattituck, in the Town of Southold,County of Suffolk,and State of New York,bound and described as follows: Sec. 106 BEGINNING at a point on the southerly side of Ruth Road the following two courses and distances From a point where the easterly line of Lot 201 as shown on a certain map entitled"Captain Kidd Estates",and filed in the Suffolk County clerk's Office as map No. 1672,intersects the southerly line of Ruth Road,to wit: Blk. 07 1. N.76 degrees 09'40"East 180.35 feet,and 2. S.87 degrees l l'East.761.61 feet; arty '� tv.s _n. ?4 N�����1:.•�0� 11 •t 7,n�4t� THENCE from said point of beginning,the following,four courses and distances. LO[ F:IGS.r?tto taL• �__, 023 1. S.'87 degrees 11'East 104.0 feet along the southerly Ii neTof�Ruth Road to a point,thence 2. S.2 degrees 49'West 192.3 feet to a point;thence 3. N.87 degrees 11'West 104.0 to a point,thence 4. N.2 degrees 49'East 192.3 feet to the point or place of beginning. Said premises known as 165 Ruth Road,Mattituck,NY 11952 Being and intended to be the same premises as conveyed to the party of the first part by deed dated July 26,2003 and recorded on August 5,2003 in the office of the Suffolk County Clerk in Deed Liber D0001226S Page 107. Helen Gabriel was extinguished as of Nie date of her death on The Life estate interest held by He 8 September 17,2014. TOGETHER with all right,title and interest, if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof;TOGETHER with the appurtenances and all the estate and rights of the patty of the first part in and to said premises; TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever, except as aforesaid. AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of .the improvement and will apply the same first to the payment of the cost of the improvement before, using any part of the total of the same for any other purpose. 6063.D-d 1 f The word"party"shall be construed as if it read"parties"whenever the sense of this indenture so j requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year firs[above written. Geor abriel Nicholas Gabriel STATE OF NEW YORK) COUNTY OF NASSAU)ss.. On the 281 day of February,in the year 2017 before me,the undersigned,personally appeared GEORGE GABRIEL and NICHOLAS GABRIEL,personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that they executed the same in their capacities,and that by their signature on the instrument, the individuals, or the persons upon behalf of which the individuals acted, executed the instrument. PETERSTAVRINOS Wtmy Public,State of New Yak No.otST6o Quatfied in Nassau m�betr�15.2019 C,mmission Expires SePw BARGAIN AND SALE DEED WITH COVENANT AGAINST GRANTORS ACTS GEORGE GABRIEL AND NICHOLAS GABRIEL DISTRICT: 1000 SECTION: 106 TO BLOCK: 07 LOT: 023 NICHOLAS GABRIEL AND LILLIAN GABRIEL, COUNTY: SUFFOLKSTREET ADDRESS HIS WIFE 165 Ruth Road,Mattituck,NY 11952 RETURN BY MAIL TO: Peter C.Cotelidis,Esq. 200 Old Country Road Suite 190 Mineola,NY 11501 6063.Deed EQUITY SETTLEMENT SERVICES, INC 444 Route 111,NY 11787 631-715-3442 631-715-3443 LEGAL DESCRIPTION ALL that certain plot, piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and being at Mattituck, in the Town of Southold, County of Suffolk and State of New York, bounded and described as follows: BEGINNING at a point on the Westerly side of Luthers Road, South 19 degrees, 48 minutes West 207.98 feet Southerly from the point of intersection of the Southerly line of Map of"Captain Kidd Estates"- subdivision and the Westerly side of Luthers Road; RUNNING THENCE along the arc of a circle bearing to the left having a radius of 18._50 feet, a distance of 34.54 feet to the Southerly side of Ruth Road; THENCE along the Southerly side of Ruth Road North 87 degrees, 11 minutes West 118.18 feet to a point; THENCE South 2 degrees, 49 minutes West 192.30 feet to a point; THENCE South 87 degrees, 11 minutes East 84.45 feet to a point on the Westerly side of Luthers Road; THENCE along the Westerly side of Luthers Road North 19 degrees, 48 minutes East 176.07 feet to the_ point or place of BEGINNING. Page 7 of 7 11/21/18 11:44 AM I APPROVAL OF STORMWATER MANAGEMEN'` S.C.T.M. DISTRICT: 1000 SECTION: 106 BLOCK: 7 LOT(S):24 CONTROL PLAN -T Code r 236 #R10-18-0071 DWELLING Date: Z 3 W/- UB50' WATER Approved by: ELEV. 57.8 OL DR BROWN 1.2' SANDY LOAM SBROWN M '1.5 -. ._.. _ .. -.._.._ GAMY SAND _. - . _.. _.._...-.._. WATER MAIN BROWN CL 57.8 RUTH R OAD CL 57.7 MEDIUM I / CL 57.6 Sc SAN 3,3' EDGE OF PAVEMENTILAYEY ; PALE S 87°1100"E 118.18' U.P. / SP SADIUMND MOBROWN57.1 I J g EL 57.8 RssO� / a LP & GRAVEL 4/V PROPO / 3 g EXP LP ANI ARYY M CL 57.41500 /a NO WATERS oM to TIN S.T. g'!A\� (2) 8'DIAxB' P L.P. DEC. 22, 2017 N EL(57.5)la Q K. WOYCHUK LS EL(57.5) COVERED CONC. PORCH 4e / 15.0' ,;: •12.8 : �„•::- CLEAN OUT / ::c�i:::::.`n_::::... :` :::::::::::.cis:::::::::34.4 .. WINDOW �u�:}};; },`':;:PI20POSE0 2 SAY.: ';i} :?`4: :' CONC. �WELU I WELL ::':::::::DWELLING•::::::::::::::: :::::�: STEPS ,, A, M?:::::f::::::::'S BEDROOMS•'•;fr'r:`ii: } O : CL 56.7 :FFL(59.5)F.......::.::;::::i:: WINDOW 400. VACANT DWELLING `12.7':;:'x...... o' ::'......29.1 ' �i ---100' W/PUBLIC' WATER L(57.0) " c j:18.2 N:' .............. EL 56.6 Q --100' EL(57.0) co3•':.cG I DRY�1 RAISED PROPOSED \WELD / LAND N/F EL 56. COA�EO ' PROPOSED;,` STAGING AREA Q OF °;GARAGE-; --AND CONSTRUCTION / O NICHOLAS & LILLIAN GABRIEL T'i:GF(57.0):•„j ENTRANCE _ N':::::::::: PROPOSED a ASPHALT DRIVEWAY v o / � O DRAINAGE INSPECTIONS ARE REQUIRED W I DRY1 EL (56.5) \WE9 EL(56.5) 3 Contact TOS Engineering at 765 Et-1560 bf - 4os, Backfill, OR Provide Engineer's CertlficatPROPOSED SOL that the drainage has been installed to CO& STOCK PLE AREA CL 5.9 : � C EROSION &SEDIMENT CONTROLS CO WASH OUT OUT A / �, Q f Shall include but not be limited to: Z WSED OF�0A0 D°fes'""Y w A well maintained Construction Entrance, SILT PROPOSED UMTT :/� EL 55. SCE OF DISTURBANCE t U.P. Wire Backed Silt Fencing, stabilization & / Seeding of exposed and/or inactive soils. cc - - ------ -- - --- /MON.1 EL 55.4 EL 55.1I DRAINAGE. CALCULATIONS: �• . LU N 87°11'00" W 84.45' / CL 54.9 i4r DWEWNG 6e COVERED PORCH-2506 SQ.FT. 506 x 0.1$6- 416cf REQUIRED / !(�2) 8'DIA`)c 5' DEEP DRYWELLS-442cf PROVIDED LOT 1 / B) GARAGE - 554 SQ.Fr. DWELLING MAP OF SUNSET KNOLLS #5023 / 554 x 0,166- 92cf REQUIRED (1) WDIA x 3' DEEP ORYWELL-132cf PROVIDED W/PUBLIC WATER VACANT C) DR11/EWAYr1306 SQ.FT. ---100' x-150' 1300 x 0.166-2.16cf (7) WDIA X75'_DEER ORYWELL- 221 cf PROVIDED W EON. TYPICAL CLEAN CUT BUT SUFFICIENT M KEILT SEDIMENT ON SITE �- TYPICAL SLATE OR BRAY AIL ANGD/OR GEOTMLE FABRIC SUPPORT Posrs SUITABLE COVER STOPPLUG END WOOD OR METAL .. FLAW DIRECTION \ EXCAVATED AND }Q 0.' ��[1y,. ,.\��"1y.• Z BACKFILLED TRENCH / N EYISTIHG cRouHD 30' ELBOW 1u� !Qfi' 60' WYE FEE ..o"STRUCTION ENTRANCE - f OUNDATION OF COMPACTED FL 0 W-� 3 4' STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.CA " z iwauu FILL TO 16' (Min.) ABOVE EXISTING GRADE FOR DRAINAGE THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA:21,742.71 SQ.FT. or 0.50 ACRES REVISED 08-01-18 ELEVA77ON DATUM: NAVD88_� UNAUTHORIZED ALTERA77ON OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCA71ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU770N LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS777U770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 774E PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER. IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S77?UMRES RECORDED OR UNRECORDED ARE NOT GUARANTIED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT 774E 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: MARY MOONEY, MAP OF: FILED: SITUATED AT: MATTITUCK TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design op P.O. Box 153 Aquebogue, New York 11931 FILE # - SCALE: 1"=3 I ' DATE: DEC. 22 2017eoo& PHONE (831)298-1588 FAX (631) 298-1588 17 204 0 N.YS. LISC. NO. 050882 maintaining the records or Robert J. Hennessy do Kenneth M. Noychuk S.C.T.M. NO. DISTRICT: 1000 SECTION: 106 BLOCK: 7 LOT(S):24 #R 10-18-0071 DWELLING W/PUBLIC WATER x-150' ELEV. 57.8 OL DR BROWN 1.2' DY LOAM BROWN / SM LOAMY SAND 1.5' I• - .. -..-.._.. . - ..-. .- ..-•WATER MAIN -..-..-.._. .� BROWN CL 57.8 RUTH ROAD CL 57.7 MEDIUM / CL 57.6 SC ��,�, SAN 3.3' EDGE OF PAVEMENT ; U.P PALE _ -- -- Jam✓( S 87°11'00"E 118.18' U.P. / MON.BROWN �� l SP MSA DM EL 57.1 I J �g -0• EL 57.8 RssO / & 11.0' GRAVEL If 3 41/iy PROPOSED / Q 'o0 6 BEDROOM _ .r EXP LP SANITARY SYSTEM CL 57.4 = 2000 GAL. S.T. / NO WATER - 17� Io ST 'M�a (2) 8'DIAx8'DEEP L.P. DEC. 22, 20,17 N EL(57.5)10- ¢ z 8 K. WOYCHUK LS °; �g EL(57.5) �u COVERED CONC, PORCH Qe / 15.0' '12.8':' o--- CLEAN OUT :`�••' '34.4': ' / EE WINDOW 16RY�� WELL . .'DWEWNG:::::::.:.:..:.:.::.. CONC. / -:•;:: ' o. STEPS o ; CL 56.7 5 BEDROOMS;•:;::.:'•:. EFL(59.5)::';:•:::::::.'.:.i:::''.:04 / WINDOW 4p 0� ti DWELLING :.:... :;,o::.`:.;: `o::' `.:' ':'.;.'�: ::: WELL VACANT 12.7: 29.1 -+-100' W/PUBLIC WATER EL(57.0) 74;18.2 N' ' EL 56.6 / O _100' EL(57.0)EL(57.0) cp'•:cO , I DRY�1 RAISED 6.2'?:••:::•3.0 �WELU / LAND N/F CONCRETE ..' " " ' •"' PROPOSED EL 56. PATIO =PROPOSED; STAGING AREA o Q OF GARAGE. O -r•AND CONSTRUCTION Q NICHOLAS & LILLIAN GABRIEL �i'•GF(57.0) Nj ENTRANCE � / � _ N: PROPOSED 1 DRY EL(56.5) ASPHALT DRIVEWAY W �WEI�I/ LJEL(56.5) 40.5• / Z 00 o CL EW PROPOSED SOIL •/ Q h i1 srocx PIE ARta 5.9 0* , J�,h N 'Ill V� ° 1 CONCRETE WASH OUT AREA / 20,1q �4 IN BED OF PROPOSED DRIVEWAY, SUFF.CO. FII ALTI-I SERVICES SILT FENCE OFRDISTURBANCE OPOSED Dt / 5°� fir$$ gg•��, q&� ^q� d{�,•q� ®F ,¢��,• EL 55.6 �`� U.P. 't.E�6'� E sAC�JLiS V EIfd4;9 TER VOGT_q. SUFFOLK COUNTY DEPARTMENT OF HEALTH 5 '.RVICES Do - PERMIT FOR APPROVAL OF CONSTRUCTION OR A - SINGLE F'A ILY'Rr:.s1 JENCE ONLY / OCT 2 6 2018 h� ' 1� DRAINAGE CALCULATIONS: LSAT E , REi. F�0. EL 55.4 EL 55.1 "'� A DWELLING & COVERED PORCH=2506 SQ.Fr. A'PPp 7011 00" W 84.41 9 2506 x 0.166= 416cf REQUIRED �yitft �y� (2) 8'DIA x 5' DEEP DRYWELLS=442cf PROVIDEC F'Orz MAinII�F OF BEDROOMS L T 1 ��yk,N ,f� �®�� B) , GE = 554 SQ.FT. qp OF UNS K + 4 x 0.166= 92cf REQUIRED EXPIRES THR S FROM ATE OF APPRbt�AL V. � / ®��� 8'DIA x 3' DEEP DRYwELL=132cf PROVIDED NT 9 C) DRIVEWAY=1300 SQ.FT. ---100' --150' 151 1300 x 0.166= 216cf (1) 8'DIA x 5' DEEP DRYWELL= 221cf PROVIDED BUT SUR 50'MIN. TYPICAL CLEAN OUT SEDIMENT ON SITE SLATE OR STOPPER END �SLTBAIL NCI NAND/OR GEOTEXfILE FABRIC SUPPORT POSTS SUITABLE COVE ST PLUG Ld W WOOD OR METAL W FLOW DIRECTION AA. } O_ CAVATED AND C1 CT•.' Z BACKFILLED TRENCH o �G� N EXISTING GROUND 30' ELBOW U. e�. .: : o e�' EpT 60' WYE W CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED3/4' STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.CA ]MIM FLOWi- FILL TO 18' (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS REVISED 09-18-18 AND OR DATA OBTAINED FROM OTHERS AREA:21,742.71 SQ.FT. or 0.50 ACRES REVISED 08-01-18 ELEVA77ON DATUM: NAVD88 _ UNAUTHORIZED AL7ERA77ON OR ADD177ON TO THIS SURVEY IS A VIOLA77ON OF SEC77ON 7209 OF THE NEW YORK STA 7E EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF 77-IE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 774E PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDIT70NAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: MARY MOONEY; MAP OF: FILED: SITUATED AT' MATTITUCK v TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Bos 153 Aquebogue, New York 11931 FILE # 17-204 SCALE: 1"=30' DATE: DEC. 22, 2017 PHONE (831)298-1588 FAX (831) 298-1588 N.YS. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Waychuk 4 S.C.T.M. NO. DISTRICT: 1000 SECTION: 106 BLOCK: 7 LOT(S):24 #R10-18-0071 DWELLING 5 ] W/PUBLIC WATER l --150' ELEV. 57.8 OL DR BROWN 1.2' SANDY AM BROWN6F- SM LOAMY SAND 1.5' _ ..-.. _ ..-.. _.. _.._. . _. ._ .._ .-. _. - .._ . ._.._ - � WATER MAIN BROWN CL 57.8 RUTH ROAD CL 57.7 I / CL 57.6 SC MEDIUM 3.3' EDGE OF PAVEMENT LAYEY SAN PALE _ - _ - - S 87°11'00"E 118.18' ��'�U'P' / SP MEDIUM EL BROWN 057.1 I J EL 57.8 \�ssO l &SAND GRAVEL Iw c PROPOSED / Q o 6 BEDROOM CL 57.4 v LP SANITARY SYSTEM 2000 GAL. S.T. / NO WATER 17r O Ip S.T. (2) 8'DIAx8'DEEP L.P. DEC. 22, 2017 EL(57.5)la EL(57.5) K. WOYCHUK LS COVERED CONC. PORCH / 12.9 •EE o .......,....x......34.4........ _ WINDOW FOUNDATION'LOCi1710N�����!' WELL .......f i�iiiii. CONC. �WEUI ^ I MiiiiiiiiiAPRIL 19, 2019: iii.p STEPS `� CL 56.7 TOP FND. EL 59.3'""' iiiiiiiiiiiiiiiiiiiiiiC4 / DWELLING !'!!'i':�iiiiiiiiiiiii VACANT EL(57.0) 12.7'i;0• :o:iiiii •��'�i��� WINDOW tfy --100' W/PUBLIC WATER Cv: 8.2 moi' ...29.1 ..... WELL EL 56.6 / �! 100' -%%q EL(57.0) ,cd:i1co 1 RAISED 6.2 i:. %0 3 ' LAND N/F CONCRETE %������" ' PROPOSED �WELU / Q "�� STAGING AREA EL 56. Q OF PATIO O:lGARAGE'Q AND CONSTRUCTION Q NICHOLAS & LILLIAN GABRIEL N;O so 2D. ENTRANCE / N PROPOSED I DRY 1 EL(56.5) iii 21.0 i i ASPHALT DRIVEWAY W �WEL�I! EL(56.5)PROPOSED SOIL S AILI ST AF CL .9D PILE J 01 MAY 1 0 2019 Z CONCRETE WASH OUT AREA IN BED OF PROPOSED ORNEWAY, SILT PROPOSED UMIT FEN / CE OF DISTURBANCEf .P• l�:', .�:il'dn:; rs EL 55.6 T (rU, i TOWN OF SOU i j"ai�i'�iuw"�1� J� /Go / MON. EL 55.4 EL 55.1 / DRAINAGE CALCULATIONS: N 87011'00" W 84.45' / / CL 54.9 A) DWELLING2506x & COVERED PORCH-2506 6 SQ.FT. 2506 x 0.166= 416cf REQUIRED (2) 8'D41 x 5' DEEP DRYWELLS=442cf PROVIDEC LOT 1 / B) GARAGE = 554 SQ.FT. DWELLING MAP OF SUNSET KNOLLS #5023 / 554 x 0.166= 92cf REQUIRED (1) B'DIA x 3' DEEP DRYWELL=132cf PROVIDED W/PUBLIC WATER VACANT C) DRIVEWAY=1300 SQ.Fi -100' 150' 1300 x 0.166= 216cf (1) 8'DIA x 5' DEEP DRYWELL- 221cf PROVIDED BUT SUF BD•MIN. TYPICAL CLEAN OUT I]PICAL SILT SEDIMENT ON SITE SC_GF_F_N cannnN SLATE OR �S LT BIL GD/OR GEOTEXRLE FABRIC SUPPORT Po SUITABLE COVER STSTS OR PLUG WOOD ER END WOOD OR METAL W • FLAW DIRECTION A A r EXCAVATED AND ��(�1ti•• BACKFILLED TRENCH 0 T: v� N EXISTING GROUND 30' ELBOW IRimU. .,`�� ��� 60' WYE W ' 1. p• .CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED :urob 3/4' STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.CA FLOW FILL 70 18' (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. FND. LOC. 04-19-19 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS REVISED 09-18-18 AND OR DATA OBTAINED FROM OTHERS AREA: 21,742.71 SQ.FT. or 0.50 ACRES REVISED 08-01-18 ELEVA77ON DATUM: NAVD88 UNAUTHORIZED AL TERA AON OR ADD177ON TO 774/S SURVEY /S A WOLA 77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA 77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO 7HE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT 7RANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 774E STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT 7HE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT 7HE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: MARY MOONEY; MAP OF: FILED: SITUATED AT: MATTITUCK TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE # 17-204 SCALE: 1"=30' DATE: DEC. 22, 2017 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk S.C.T.M. NO. DISTRICT: 1000 SECTION: 106 BLOCK: 7 LOT(S):24 #R10-18-0071 / T. . —..— .— .—.. — ..— •WATER MAIN —. .— . —..— .—..� CL 57.8 i TJ D T TTu 11 ROAD CL 57.7 llr 1 / CL 57.6 EDGE OF PAVEMENT U.P. S 87°11'00"E 118.18' U.P. / \ I� EL 057.1 EL 57.8 .z •sem O, L.P. / lo; 0 79' _ Qg CL 57.4 / I� 58.5' S.T. 24' •� 20' DOOM SANITARY SYSTEM N EL 57.5 2000 GAL. S.T. . a� (1) 8'DIAx816'DEEP L.P. �+ 15.0' COV C RC H EL 58.0 ••12.8' ' 34.4'?i::'. . 41 WINDOW •,tn }'2 STY'FRM.r:}::`..:':' / WELL :'.::'DWELLING ': ; :: .. r:, ;• •:':'•:.:.: o• Q) CL 56.7 •EFL EL 60.7%*`-"-'-*'-*-'-*--;; . :.:'<�D`,;WINDO 40 tib / : WELL 0• 12. W. 7 :::;:"'18.2';:.N;:;7.3''. :;:;, ;!; •'10.0' / V . ;; •.•:, EL 56.6 O EL 58.5 PAVERS a ,.6.2'::::;.•3.0'. G. BLK. CURB / �l LAND N/F OF ¢ o GARAGE: 3 ri GF EL 59.6o 2 / NICHOLAS & LILLIAN GABRIEL a•::;;;.;; N RCA DRIVEWAY BASE o . W Ops, / C o `tel EL 59.0 �� N - - —-- -- - / � CL 55-9-- - - - --- --- -- --- \ WEIL/ / 10'0x12'DEEP U.P. [�q� ao / co m / MON. EL 55.4 EL 55.1 ! N 87011'00" W 84.45' / / CL 54.9 LOT 1 / I MAP OF SUNSET KNOLLS #5023 I REVISED SEPTIC 09-29-20 FINAL SURVEY 09-18-20 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL FND. LOC. 04-19-19 LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS REVISED 09-18-18 AND OR DATA OBTAINED FROM OTHERS AREA: 21,742.71 SQ.FT. or 0.50 ACRES REVISED 08-01-18 ELEVATION DATUM: NAVD88 ---------------- UNAUTHORIZED ALTERAT70N OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING 1NS777U77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT 7RANSFERABLEE, THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPRO1 EMENTS EASEMENTS AND/OR SUBSURFACE S7RUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: MARY MOONEY, MAP OF: FILED: SITUATED AT: MATTITUCK TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design 00, P.O. Bos 153 Aquebogue, New York 11931 FILE # 17-204 SCALE: 1 "=30' DATE: DEC. 22, 2017 PHONE (631)298-1588 FAX (631) 298-1588 N.YS. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk 'YOF HEALTH 5r S.C.T.M. N0. DISTRICT: 1000 SECTION: 106 BLOCK: 7 LOT(S):24 AF�Fi7i 1lAL�Oi s �;;.i�;1:zUCTED V14ORKS FOR #R10-18-0071 ASIN 7! t=: :`lRESID�NCE ®ataOCT 0 5 I;.:�.i�or�.No. \C'�� " Do -71 -- The seWago disposal and Water supply faculties at this location Stave been inspected andlor certified by this Dep�a�En�_or�i�R00N1Sagencies�found to be satis;actory FOR A F+� (IttlF�4 t?F.,�UI Craig Knepper, P.E., Chief Office Of W / T — WATER MAIN — — CL 57.8 i RUTH ROAD CL 57.7 / CL 57:6"'" ""- EDGE OF PAVEMENT �� yrs / ® ' ! U.P. N " S 87°11'00"E 118.18' U.P. EL 057.1 N. EL 57.8 79' L.P. / f'�1-^a O 4: I� g CL 57.4 Q _ S•T. 246 BEDROOM rn 20' SANITARY SYSTEM N EL 57.5 2000 GAL. S.T. p� (1) 8'DIAx816'DEEP L.P. CO C. EL 58.0 Q� / 15.0' .• ORC � •"12.9" p •ui WINDOW .: WELL ;....:.DWELLING::--: M:'•;" ..:: c: n CL 56.7 :::. FFL EL 60.7;-.*'. O N. �e / ?:WIELDO WELL 40.0. :12.7'':::'b:.. •' :b': 73...:::{:•`: . 10.0' N.18.2';N:... ;_•::. EL 56.6 PAVERS EL 58.5 ,c••.ad > ;6.2'::.;;:,;•3.0' BELG. BLK. CURB / Q LAND N/F `: ''';' ':•:::: Q o•GARAGE.. OF W. , GF EL 59.69 NICHOLAS & LILLIAN GABRIEL N;;.:::.'. N RCA DRIVEWAY BASE _ ... ::.. a EL 59.0 o ° .�J -- N - - - - / �jCL 55.9 `� -- - - -- \WE 1 10'4x12'DEEP U.P. / L� m00 00 / / MON. EL 55.4 EL 55.1 / N 87°11'00" W 84.45' / / CL 54.9 LOT 1 MAP OF SUNSET KNOLLS #5023 / SEP 3 0 2020 REVISED SEPTIC 09-29-20 BUFF,30,11 L1,1 FINAL SURVEY 09-18-20 THE WATER SUPPLY,�WELCS,-'DRIYWELLS �t �Gt�00L FND. LOC. 04-19-19 LOCA77ONS SHOWN ARE FROM F1ELb'RZR.vAI�QP,d�S REVISED 09-18-18 AND OR DATA OBTAINED FROM OTHERS. AREA: 21,742.71 SQ.FT. or 0.50 ACRES REVISED 08-01-18 ELEVARON DATUM: NAVD88 UNAUTHORIZED ALTERA77ON OR ADD177ON TO THIS SURVEY /S A VIOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF 7H/S SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 7HE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 77TLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS777U770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT 7HE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL S7RUCTURES OR AND 07HER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: MARY MOONEY; MAP OF: FILED: SITUATED AT: MATTITUCK TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design dry P.O. Box 153 Aquebogue, New York 11931 ` , r PRONE (631)298-1588 FAX (631) 298-1588 FILE # 17-204 SCALE: 1„=30 DATE: DEC. 22, 2017 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woych-k r � REScheck Software Version 4® ®5 Compliance Certificate Project Mooney Residence Energy Code: 2015 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 17% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 35 Ruth Road Mary Mooney Kirk Niemann Mattituck, NY 11952 Niemann Architecture, P.C. Smithtown, NY 11787 631-748-4048 kirk@niemanndesignbuild.com Compliance. 8.9%Better Than Code Maximum UA- 561 Your UA: 511 Maximum SHGC: 0.40 Your SHGC: 0.26 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area. Cavity Cont. Assembly or. U-Factor UA Pieriffieter Wall 1:Wood Frame, 16"o.c. 2,734 21.0 0.0 0.057 125 Window 1-Operable:Wood Frame:Double Pane with Low-E 413 0.250 103 SHGC: 0.26 -Fixed:Wood Frame:Double Pane with Low-E 40 0.250 10 SHGC: 0.26 Door 1: Solid 80 0.640 51 Basement Wall 1: Solid Concrete or Masonry 1,767 0.0 10.0 0.058 102 Wall height: 9.0' Depth below grade: 8.2' - Insulation depth: 8.2' Ceiling 1: Flat Ceiling or Scissor Truss 1,902 38.0 0.0 0.030 57 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,902 30.0 0.0 0.033 63 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory requireme ed in the RESchocrfin ectlon Checklist. I U,o 1 d(t Name-Title I Signature Date Project Title: Mooney Residence Report date: 10/09/18 Data filename: C:\Users\Public\_Networked Files \_Niemann Design Build\2017\ Mooney Page 1 of 9 Residence\Mooney Residence.rck REScheck Software Version 4.6.5 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section plans Verified Field Verified # Pre-Inspection/Plan Review Complies? Comments/Assump#ions: &Req.ID -Value Value 103.1, ;Construction drawings and ❑Complies 103.2 Idocumentation demonstrate ❑Does Not [PR1]1 !energy code compliance for the U ;building envelope.Thermal R ❑Not Observable ; ;envelope represented on ❑Not Applicable construction documents. _ 103.1, ;Construction drawings and '' ,❑Complies 103.21 documentation demonstrate ❑Does Not 403.7 !energy code compliance for [PR3]1 ;lighting and mechanical systems. ❑Not Observable ;Systems serving multiple ❑Not Applicable ;dwelling units must demonstrate ;compliance with the IECC ;,Commercial Provisions. 302.1, Heating and cooling equipment is; Heating: Heating: ;❑Complies 403.,7 sized per ACCA Manual S based Btu/hr 1 Btu/hr ❑Does Not [13112]? : on loads calculated per ACCA j,•, ,= i. Manual)or other methods Cooling: i Cooling: I❑Not Observable approved by the code official. Btu/hr Btu/hr ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Mooney Residence Report date: 10/09/18 Data filename: C:\Users\Public\ Networked Files \_Niemann Design Build\2017\ Mooney Page 2 of 9 Residence\Mooney Residence.rck :gSettlon , e s: Plan-s.Verified.;: Fild.Verified " #` Foundation Inspection Complies? CommentWAssbri�p motions,,,, Req.ID' _ -Value 'Value _ 402.1.1 ;Conditioned basement wall ; R- R- ;❑Complies ;See the Envelope assemblies [FO4]1 .insulation R-value.Where interior UDoes Not ;table for values linsulation is used,verification R- R- may need to occur during ;❑Not Observable ;Insulation Inspection. Not i❑Not Applicable required in warm-humid locations in Climate Zone 3. 303.2 lConditioned basement wall '❑Complies ; (FO511 :insulation installed per . ❑Does Not l manufacturer's instructions. ! r y❑Not Observable ; -J❑Not Applicable 402.2.9 j Conditioned basement wall ft ft ;❑Complies ;See the Envelope Assemblies FO6 1 ;insulation depth of burial or I ; ;table for values. [ l P ,❑Does Not distance from top of wall, phot Observable ❑Not Applicable 303.2:1 A protective covering is installed `' El Complies [F011]2 to protect exposed exterior = - ❑Does Not , - insulation and extends a - .3❑Not Observable minimum of 6 in. below grade. µ ,!❑Not Applicable 1 403.9 . ;;Snow-and ice-melting system -u❑Comp lies [FO12]2 ;controls installed. '`,LL_ ;ti _ ❑D es No ' ~` ❑Not Observable w _ ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Mooney Residence Report date: 10/09/18 Data filename: C:\Users\Public\_Networked Files.L Niemann Design Build\2017\ Mooney Page 3 of 9 Residence\Mooney Residence.rck I Section c. . 'zd'•',,, Plans Verified, f=ield Verified- #;; Framing/hough-In Inspection - Value Complies?- - Comments/Assrumpti®ns° value. 402.1.1, 1 Door U-factor. U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 I :❑Does Not ;table for values 1 i [FRl] i tNot Observable ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted ; U- U- ;❑Complies ;See the Envelope assemblies 402.3.1, �average). ❑Does Not ;table for values. 402.3.3, 402.5 ;❑Not Observable [FR2]1 :❑Not Applicable 303.1.3 ;U-factors of fenestration products i „4 ;'- ❑Complies [FR4]1 :are determined in accordance ][]Does Not with the NFRC test procedure or C4i - ❑Not Observable ° ;taken from the default table. ; -- _ ❑Not Applicable ; 402.4.1.1 ;Air barrier and thermal barrieryr ' i❑Complies ; [FR23]1 installed per manufacturer's ❑Does Not instructions. f- ° v i'- ❑Not Observable ° ❑Not Applicable 402.4.3 ;Fenestration that is not site built ,❑Complies ; FR20 1 !is listed and labeled as meeting `r ___]10 Does l 9 �°� � Does Not or hasfltrationrates/per NFRC r i❑Not Observable t ❑Not Applicable ,400 that do not exceed code PP limits. ; 402.4.5 IC-rated recessed lighting fixtures s{ - $❑Complies ; [FR16]2 °#sealed at housing/interior finish ❑Does Not sand labeled to indicate 52.0 cfm " f leakage at 75 Pa. []Not Observable S `- - ❑Not Applicable 403.3.1 ;Supply and return ducts in attics ;J❑Complies [FR12]1 !insulated >= R-8 where ductis ,,R❑Does Not >= 3 inches in diameter and >_ R-6 where < 3 inches.Supply and ❑Not Observable return ducts in other portions of r L.❑Not Applicable the building insulated >= R-6 for _ k, ' f ;diameter>= 3 inches and R-4.2 - "- ,;for< 3 inches in diameter. 403:3:5 ;Building cavities are not used as :. . { ❑Complies ; [FR15]3 'ducts or plenums. _ _=❑Does Not ❑Not Observable , ❑Not Applicable 403:4 HVAC piping conveying fluids R- R- ;❑Complies ; [FR17]2' above 105 4F or chilled fluids :❑Does Not below 55°F are insulated to>_R- �3 ; ;❑Not Observable t �❑Not Applicable 403.4.1 ;Protection of insulation on HVAC r. J❑Complies ; [FR24]1 ;piping. ❑Does Not ❑Not Observable ❑Not Applicable 403:5.3Hot water pipes are insulated to R- R- ;❑Complies ; [FR18]2 , >_R-3. ;❑Does Not ;❑Not Observable ❑Not Applicable 403.6° - ,;Automatic or gravity dampers are 'i❑Complies ; [FR19]2 !installed on all outdoor air r-_.'' - _ �❑Does Not intakes and exhausts. - ° :P ❑Not Observable ; A ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Mooney Residence Report date: 10/09/18 Data filename: C:\Users\Public\_Networked Files-\-Niemann Design Build\2017\ Mooney Page 4 of 9 Residence\Mooney Residence.rck Additional•Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Mooney Residence Report date: 10/09/18 Data filename: C:\Users\Public\ Networked Files—\—Niemann Design Build\2017\ Mooney Page 5 of 9 Residence\Mooney Residence.rck s6tton Insulation Inspection. Plans Verified_ f=ield Verified Complies?, Comments%Ass'umptiores,r; Sc Req.ID Value Value 303.1 ;All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values e~;. ❑Does Not provided. � 111 . -_ ' _" - ' _ ❑Not Observable :S J❑Not Applicable 402.1.1, ;,Floor insulation R-value. ; R- ' R- ;❑Complies ;See the Envelope Assemblies 402.2'6 ❑ Wood ;❑ Wood ;❑Does Not Mable for values. [IN1]1 ❑ Steel E] Steel ;❑Not Observable { :❑Not Applicable 303.2, ;Floor insulation installed per =}}❑Complies ; 402.2.7 manufacturer's instructions and S❑Does Not [IN2]I lin substantial contact with the _. ❑Not Observable ' underside of the subfloor,or floor _ ; ❑ , Not Applicable ,framing cavity insulation is in contact with the top side of , ;sheathing, or continuous hnsulation is installed on the l underside of floor framing and -" !extends from the bottom to the t. ;top of all perimeter floor framing members. ' 402.1.1, ;Wall insulation R-value.If this is a: R- R- ;[_]Complies ;See the Envelope Assemblies 402.2.5, !mass wall with at least 1/2 of the ❑ Wood ❑ Wood :❑Does Not ;table for values. 402.2.6 !wall insulation on the wall ❑ Mass ❑ Mass :[]Not Observable [IN3]1 !exterior,the exterior insulation ❑ Steel ❑ Steel []Not Applicable !requirement applies(FR10). l 303,2 ;Wall insulation is installed per ;; ;❑Complies ; [IN4]1 !manufacturer's instructions. `,. ❑ Y, Does Not -]Not Observable ; ! ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1 3-• Low Impact(Tier 3) Project Title: Mooney Residence Report date: 10/09/18 Data filename: CAUsers\Public\_Networked Files-\-Niemann Design Build\2017\ Mooney Page 6 of 9 Residence\Mooney Residence.rck Plaids Verified;, Field-Verified Final;lnspectioia-P"revisions. Value Value., zomplies?,' ;Compnents/Assiannptiorts, &=Recq.D 402.1.1, 1 Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood :❑Does Not ;table for values. 402.2.2, ❑ Steel ❑ Steel ;❑Not Observable 402.2.6 ; [FI1]1 I ; ;❑Not Applicable 1 1 1 1 303.1.1.1,;Ceiling insulation installed per :' < =i❑Complies ; 303.2 'manufacturer's instructions. '4,=`{v ` - ,. ❑Does Not [FI2]1 !Blown insulation marked every 300 ftz '_ `'-` ❑Not Observable ; ❑Not Applicable 402.2.3_ TIVented attics with air permeable ti.;;:F" },.,', ;;';x; r:: ❑Complies ; [FI, ;insulation include baffle adjacent ;x, r_ ,,.: ix","" ;s ".❑Does Not "'to soffit and eave vents that ❑Not Observable }extends over insulation. >' ',f c - ❑Not Applicable 402.2.4 ;Attic access hatch and door ; R- R- ;❑Complies ; [FI311 :insulation?R-value of the ! ;[]Does Not !adjacent assembly. ;❑Not Observable ; UNot Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies ; [FI17]1 ;ach in Climate Zones 1-2,and i :❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable ❑Not Applicable 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies ; [FI4]1 !cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in -]Not Observable ;tests,verification may need to ;❑Not Applicable :occur during Framing Inspection. 403.3.3 ;Ducts are pressure tested to ; cfm/100 cfm/100 ;❑Complies ; [F127]1 :determine air leakage with ! ft2 ! ftz !❑Does Not !either: Rough-in test:Total ;leakage measured with a ,❑Not Observable !pressure differential of 0.1 inch ;❑Not Applicable lw.g.across the system including !the manufacturer's air handler !enclosure if installed at time of !test. Postconstruction test:Total I leakage measured with a ;pressure differential of 0.1 inch lw,g.across the entire system including the manufacturer's air handler enclosure. : 1 1 403.3.2.1 ;Air handler leakage designated Y' .F• ,Y, ,�_ t,= ❑Complies ; [F124]1 .by manufacturer at<=21yo of ❑Does Not !design airflow. ❑Not Observable , V.I❑Not Applicable 403:1.1 " Programmable thermostats ❑Complies ; ainstalled for control of primary Not =heating and cooling systems and initially set by manufacturer to - x E, _ ❑Not Observable ; b- = `:j❑Not Applicable code specifications. 's - ! .403-.1.2 ' ;(Heat pump thermostat installed t ❑Complies ; [FI10]z' ;on heat pumps. ❑Does Not ❑Not Observable »9 -'I❑Not Applicable 403.5.1 ',►Circulating service hot water _ i,-110Complies [FI11]2 ,"systems have automatic or ❑Does Not accessible manual controls. i ❑Not Observable -Fa ❑Not Applicable 1 High Impact(Tier 1) 2 I Medium Impact(Tier 2) 1,3 1 Low Impact(Tier 3) Project Title: Mooney Residence Report date: 10/09/18 Data filename: C:\Users\Public\ Networked Files-\-Niemann Design Build\2017\ Mooney Page 7 of 9 Residence\Mooney Residence.rck Section Pians Verified Field Verified " `i ` ' # -Final inspection Provisions Value - . Value - _Complies? Comments/Assumptions•, & Req.l® 403.6.1 All mechanical ventilation system .J ElComplies ; [FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy f S and air flow limits. k _ ❑Not Applicable e 403.2 C Hot water boilers supplying heat ❑Complies ; [FI26]2- ' 'l!through one-or two-pipe heating - a ❑Does Not 1 systems have outdoor setback ` control to lower boiler water ❑Not Observable )temperature based on outdoor i ❑Not Applicable )temperature. 403.5.1.1 Heated water circulation systems `IElComplies [FI28]2 have a circulation pump.The _ = ° ❑Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable ; j pipe.Gravity and thermos- = ❑Not Applicable lsyphon circulation systems are not present. Controls for circulating hot water system ' pumps start the pump with signal Ifor hot water demand within the Ioccupancy. Controls ; automatically turn off the pump 1when water is in circulation loop is at set-point temperature and ; no demand for hot water exists. ; 403.5.1.2 ;Electric heat trace systems = ;❑Complies [FI29]2 comply with IEEE 515.1 or UL []Does Not 515.Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ` `` ❑Not Applicable desired water temperature in the , piping. , 403.5.2 I Water distribution systems that ❑Complies ; [F130]2 have recirculation pumps that ❑Does Not pump water from a heated water ❑Not Observable {supply pipe back to the heated = water source through a cold i ;° Tj❑Not Applicable water supply pipe have a demand recirculation water system. Pumps have controls ; that manage operation of the pump and limit the temperature of the water entering the cold water piping to 1044F. sN 403.5.4, Drain water heat recovery units ❑Complies ; [FI31]2 tested in accordance with CSA ❑Does Not B55.1.Potable water-side ❑Not Observable y pressure loss of drain water heat recovery units < 3 psi for ❑Not Applicable 'individual units connected to one " or two showers. Potable water- side pressure loss of drain water ; heat recovery units< 2 psi for individual units connected to ; !three or more showers. ; 404.1 ;75%of lamps in permanent ❑Complies ; [FI6]1 fixtures or 75%of permanent "❑Does Not !fixtures have high efficacy lamps. []Not Observable Does not apply to low-voltage ` lighting. , ;❑Not Applicable 404.1.1 " ;Fuel gas lighting systems have ❑Complies Ino continuous clot light. _ ❑ [FI23]3, p' g Does Not , v 3, ❑Not Observable 1❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 ILow Impact(Tier 3) Project Title: Mooney Residence Report date: 10/09/18 Data filename: C:\Users\Public\_Networked Files \_Niemann Design Build\2017\_Mooney Page 8 of 9 Residence\Mooney Residence.rck ;,Section t :. '• "Plans.Verified°- Fieid�Verified Fina Inspection Provisions:" Cdrnplies.- :Comments/Ass"ti"iriptions". &.�teq:ID- Value- -Value ;401:3'. 'Compliance certificate posted. "?` - _ ❑Complies ; ❑Does Not ❑Not Observable ❑Not Applicable 303:3 !Manufacturer manuals for _ " _ ❑Complies ; [FI18]3 ;';mechanical and water heating 'y v - = El Not :f isystems have been provided. } _ ❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 1,2 1 Medium Impact(Tier 2) -3 1 Low Impact(Tier 3) Project Title: Mooney Residence Report date: 10/09/18 Data filename: C:\Users\Public\_Networked Files \_Niemann Design Build\2017\ Mooney Page 9 of 9 Residence\Mooney Residence.rck 2015 IECC Energy Efficlency Certificate Above-Grade Wall 21.00 Below-Grade Wall 10.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): ®.. Window 0.25 0.26 Door 0.64 o .. s . • Heating System: Cooling System- Water Heater: (dame: Date: Comments IEMANN ' NITEcTup4,-"� - 2 oamn��y��unl�s•7m�o, vLC D A A� 837.9224041 GENERAL PLAN NOTES: 3 `Ae5 �P1yGE N/`cam y�� N-•` y x' WALLSRPARPLAN9 21-0" V °�7 NSTRIICTIONrINC.'. l ALLF-X7ERIORWALIS TO BE 2.6 STUDS @16"OC.,U ONI v Q • kms" �637.7484048' 2ALLR7MORWAUS@PARIMONTUDS STOBE2x4S@16• - 165• 47' 1 Z `•� - " OC.UON 3 ALL PLUMBING PART17TONS ATTOILETS TO BE 2.6 STUDS O 'A DESIGN'%BUILD INNITIATIVE` @16"0C.,UON _ -- 4 ALL INTERIOR PARTTIONS W/6 G POM WITHIN SAID 5A LLINTERIOR NTE IO PARTTITONSTOB"oC,DGN �_ ; Si th4own N uXork11787. SATITIONRIORE2.69IDNS@ICO65TUDS AT POCKET - - ® -s'" DOORLOCAMON5 I DN IR S CO1IRIGHP112018 _ — �) 33 _ _ _ _ _ __ � �'9T 431630 w SOF SW�t © 1 0 N , 1 I200 ROOF RAFTERS QA TNESEONJNN09M—EP= RNOFTNEMpBrE4T 912"23D iJI CEI.ING - TNenxNrtEa is T"EnuPwn ftLLE9E auxvrsMo NETN�A NPYNImI}INE ONN BE PERIBREDTO 9 GARAGE 1 o_ NP�iNNnoroTNE avEEae'"usE°Mar�"i"�E�Paw car�N� - PRONOE 118'PER I F TSIAB PITCH p 1 O 1 w I m 33 1 1 1E'•z' 17.9" 3 a FHt>,I.L R T 3" x,•1„13" 1'"84" 3-5k• 3,•.1' 5.71" EQ 3'fi" EQ w OB 2x8 CJARR OB `�6 'I i 6 © i REVISIONS D © ® OE I No DescwPTloN Dare _ I 1 ISSUED FOR 10113118 DN ----- ___ I I BUILDING PERMIT 2.6 WAIL 1R 2 ISSUED FOR 03171118 MUD RMI i I SITTING I H CONCRETE I M"overt a' ROOM CONSTRUCTION 10'-3" o LIVING � g7A�Ngpg I ° ROOM q 3 ISSU ED FOR WOOD 05108118 O 6 i o QH I KITCHEN ti r i 17.3z° I m 1^ FRAMING 2 I 1 1 I EQUAL EQUAL I D 1 O 2.6 WALL I j �TDOOR 7-0" s-0 m DEN 6 1/2 BATH a— _s�coNonoN U4POSTI 2x6 WALL roBev1P I 3•'3 6X6 ST 6x6 POST _ 5]n x 9 ln•FLUSH I �} I 3lnxil7/8-El=) PED 512 x 91n"FLUSH Q —POWER BEAM 1 POWERHITAM _ POWER BF LUSH 6161OST 6.6 POST L 44.7z`^ I- 71• -3" •2 R6" 6x6 POST 1�1" q.,0" CENTER yDN3R 4:4 POST DI ��PORT MASTER I Y tq O D ©2x6 WALL 1 5 12 x 9 1/2"FLUSH DN I ODOR BEDROOM 1 POWERHEAM 15R I 2x6 WALL 5 7-1" 13 x U 12 D _ FIMSHFLOOR AO ® Hy ELEV.+59.6" 2x6WA7-6" LL 1 ,�•�' �a 1 T-0, 5'-0. H m - © BEDROOM I MAL, ]IIOVIONMG S o o #1 = FULL O® 1 I O5 ❑ 2 CL BATH 2x6 WALL MASTER I I PROJECT TITLE: 11'-3• 15,q 6.6 POST I BATH 0 j1 CL Y N sln•x9VrFLUSH 6xbeosTPOWERREAM I �I Mooney _ _ _ _ POWERREAM (—t—d) 1 I ^ 0 0' FOYER — o—� — — 6. Residence e-7j. ® g 1413,-6^ e S 35 Ruth Road �,•5. 1- CL 02 D� s Mattituck NY 11952 3442 s+-e• I '_" - - � I N _ _ _ PROJECT NO. 1712 I EQ mQ DRAWN BY- KN/NN 12'• I 12'-9° I F FiONT I I SCALE: AS NOTED Qi ®i I eQ PORCH Q DN IR DRAWING TITLE: FIRST 12-7 FLOOR PLAN '_3• sa• v-u" 1r-7}" la-7}" 17-71" ,_3. 66'-0• DWG. NO. I FIRST FLOOR PLAN ALI 11 SCALE 1/4"=V-0" IEMANM , PILRCHITECT'URE►.a ' oamLe(aplDman"des�gDi,uOd.wm 631.9224041 GENERAL PLAN NOTES: - CONSTRUCTION;INC.' WALLS A PARTITIONS ��ED AR lcirk@nicmmuue"ignbuJd.com I ALLE.\7ERIORWALLS TO BE 2x6 SIMS 16.0 C,U0N G V C - 1"�-{�''- 631.7464046 2 ALLU4TERIORWALLS I7 PARTITIONS TO BE 2x4 SKIDS@16• 2 �j`J `E y ' ON 3O ALL PLUMBING PAR71TIONSATTOILEIS TO BE2x6 STUDS 3 /�v ���� / ®� ADESIGN,/,BUILD'INNITIATIVE Q 16"O C,UON PATITIONRIO BE 2.6 PARTITIONS Wl 16-6ffi POSTS WITHIN SAID ` '' 4"`Smilhrown;N umh4l Lane Y.rk II787' 4A LLIN ERIOBE2x63IONS-1 6.6 POS SWI ---- T----- �v],, S ALL INTERIOR PARTITIONS TO BE 24 STUDS ATPOCRET ---_�___--- ;_ 2 DOORLOCATIONS --- ,I --- I COPYRIGHT02018 I � 3 �I 3 T' I I MESEDWUNN0.9MEMEPPDPDpRIYOFTNEPRCMtEtT 2_CAR reN�IBMERI1Mdi MERE DPAYAN69ANp PE MN WNE9OP NEME0E0PNtlNp9�BEPYP PDO GARAGE I PeureomMewmmsusE ME PxaEer BELOW I I I I ,I - _ II I I I II II I II 9"71" T-5i" 3'-4" sTi1" 1 k II '06 0 0 0 0 1] REVISIONS 16 1 B'1" S NO DESCRIPTION DATE I I ® I lip N 1 ISSUED FOR 10116118 BUILDING PERMIT 2 ISSUED FOR 03121119 p CONCRETE p-qJ, ON6TRUCHON °"^ I 3 ISSUED FOR WOOD 09/08110 - BEDROOM FRAMING BEDROOM o #9 #2 CL 1 h6 WALL g S UNFINISHED WALL h6 I Q UNFINISHED ATTIC ATTIC 2 ` SPACE 4w , ] 1 I SPACE I 'x° C O POST N CL 1 N LIN 0 1 " 4x7 POST � / Q 3 HAIL "GUE1'i I Sd' S'-9' 6'-2• DN 14R S BEDROOM a 2x6WALL #4 2 Q I Q ° ®'..' 2.4 WALL - I T v I 4 x FULL d Iso^IBUTq e K _ a . BATH#2 CL, I - N ------------ v(D * PROJECT TITLE: ------- --- Isa r-s^ Of 1 r Mooney o Residence 35 Ruth Road 9.11' .. 4'-6Z•© OB 3-1. 3,- 4,,1, T-y, �:-1. Mattituck,NY 11952 ' 1 I I I I PROJECT NO. 1712 DRAWN BY: KN/NN 1 I I SCALE: AS NOTED 1 1 I DRAWING TITLE: SECOND FLOOR PLAN I I DWG. NO. _ 1 SECOND FLOOR PLAN - A1 .2 I SCALE 1/4"=V-0" 'NIEMANN 04RRCHITECTURE,,.a: 17.4°FROM FL OF PoDGE BOARDTO fL OF BEAM 14FROM 4 OF RIDGE BOARD TO EDGE OF TOP PLATE ox�I�@ l��droltmb�na ion,'. 631.9224041 2.12RmGEBOARD, TOPOFROOFRIDOE 3/4"CDX PLYWOOD PROVIDE CONTINUOUS ENIANN`•`^r r�'° SHEATHING RIDGE VENT ``YONSTROCTION,4eio.�r�' 2xl0 ROOFRAF7ERS _.Rirk O�iemmedeaIpbuild cotii' Q16°OG a'"'�`'631.748.40G8^, 2,10ROOFRAFTER �:�' A DESIGN/BUILD'INNITIATIVE- 3 a°rnwXnvooD "Sq$° 304BUIDINGPAPER - = - - a - 2X4 SUB-FASCIA aSUBFASCI{ 26'C6urc6N lane, Ixr �-O 10 CFD.BrG JOISTS 12 y .NeS-!-d[D7New Yoik 117877 141 C 2 ,'-W 94X6AZEKTIUM 1 74 2zSRAFTER COPYRIGHT02018 BOTTOM OF CEILINO JOISTS - VINYL SOFFIT — a SOFFITBLOCIUNG a10ROOFRAFFERS ❑ LWRMSHED a B 16-OC 3-_ga" ATTIC SPACE aSCEH.INOJOISTS ext-Ilmw aIOROOFRAFTERS ALUAINUMKGUITER EO - @16.00 to Cofbe - @16-OC ❑ 5Ur19 VYFLUSH POWERBEAM 1X6AZEKTRBI U2"GYPSUlI WALL AND PR&PPAUID FINGER 31� 91/3°210T1B FLOOR ❑, CEILING BOARD,TYP R•38 BATT "+ l2 2160 JOINTED IO"PINE O/y�' JOISTS@16"OC B 16"G !"ESEOR N TMTHEPaOF 111EeET0'@WTN— THEIW9gN0 TOP OF 2ND FLOOR SUBPLOOR " INSUL{TIONI ® HEADBOARD — __ -- r�swwnimrt J"EomvEx miuLeE PEnurtTmTo ��"�� SECTION DETAIL R 8 BATT rs .( � xEUTEUTOTI¢OfMEx'E USEOR1XEpR01ER FBEAMLUSHPOWF.R NOTE I /1"GYPS \— ~— �__I-=-a BLOCKING _ 3.1 SCALE 3/4"=1'-0" -31I�I �3�/ INSULATION WALL&CEILB4 I ' (i)2Xl1HEA0ER a5m CLOSET BOARD,UON U - 4.4 ACQ POST a6 WALL STUDS @16' $EDRDOM SUNROOM a6NON-LOAD 0CW/l0"EXTERIOR a4NON•LOAD BRARING PARTMDN INS AZEK TRIII ^'2 GRADE PLYWOOD BEARING ®I6°OC SHEATHING,TYP PARTITION® R•21BATTWALL R-21 BATT WALL 16'O C' INSULATION TOP OF FIRSTFLOOR SUBFLOOR FWTS INSULATION 1. ly4 TOP OFNEWGRADH �4,SECTION DETAIL I I R-30 B ATT WITH R-15R•30BATT WITHR-15 1 SCALE 11/2"=1'-0" ROXULFIAORINSULAHON ROXUL FLOOR INSULATION I I I I 5 112°x 1178°DROPPED - POWERBEAM 11718°230 TD,FLOOR •u6m --� JOISTS®16'OC 4"O LALLY COLUNIN x Brat RIGID Foam WITH TH x INCURRED FOAM WITH REVISIONS TIffILAUU.BARRIER FOOTINO, x4 TINQ DEEP TYP T}@JU(AL BARRINR NO DESCRIPTION DATE eI ?" TOP OF CONCRETE SLAB I OH 1 ISSUED FOR 10110118 t BUILDING PERMIT 2 ISSUED FOR 03121119 — , —— CONCRETE CONSTRUCTION �1 BUILDING SECTIONaSUBFASCIA 3 ISSUED FOR WOOD 05106119 SCALE 1/4"=1'-0" V-2Ag3, IX6AZEKTRBI( JX6AZEKTRBd FRAMING 2xSRAFMR 1'�4 2XSUBFASCL4 VINYL SOFFIT 3 SOFFR BLOCKING 2.6 RAFTER VINYL SOFFIT 214 SOFFIT JOISTS 6X6 w1 al a R WAI IN �e1 SECTION DETAIL r7-\SECTION DETAIL CON.S. � SCALE 3/4=1'-0" SCALE 3/4=1'-0" 660,VAPORBUUUER UNDERSLAB 4"4,000PSICONCRETE 7T.0SLA.B SLAB WHHHAUNCH P"cm"'PERFOOT f�l BAR,MAINTAINMIN 3"TOEDGE ALL AROUND(TYP) PE-14A4AEYWAY 4,000P CONCREMFOOTING PROJECT TITLE: B'TIBCIC4,000 PBI (2)85 EQUALLY SPACEDIN CONCRETE WALL FOCOOTING'6 FIFsMINY) I Mooney Residence 'd I s 4r � o • 35 Ruth Matt tuck,NY 11952 DEPTH OF WALL AND FOOTINGS TO cc w BE STEPPED UP AS NEEDED FROM �' G A v �r, TIB:AWN HOUSE DEPTH d - V L- e1 •Q EN��+s'7�� PROJECT NO. . 1712 H �m n v • �i''�A DRAWN BY: KN/NN O v s3xoGtoxraLREBARarEAatsTTr SCALE: AS NOTED wrIH03ANGLEDBARTIEIN, _ Q NJAJNTAINMIN 3"TOEDGEALL 4 DRAWING TITLE: ~ a AROUNDITYP) < ! BUILDING — O • ssREBaRIZXiraRm,MAINfAIINNBx SECTION& 3'TOEMIEAILaRIII (fYP) V- 03t63fl �� DETAILS — �rFOF f�l����® DWG. NO. FRONT PATIO AND WALL DETAIL e SIDE PATIO STAIR DETAIL A3 . I 1 SCALE 3/4"=1'-0" i SCALE 1 1/2"=1'-0" IEIdANN - - ITA'FROM f1.OF RIDGE BOARD 70 OF BEAM - 165'FROM f1.OF PoOGE BOARD70 EDGE OF TOP PLATE Aw&RCHITECWRE,v c- `at"kcGie dee,gebiuld com - 631.9224041 TOP OF ROOP RIIDGE — — 2210 ROOF RAFPBRB 3/4^CDX PLYWOOD 2zEROOFRAFIEItS Lel. SHEATHING @16"00 16'0 C O NSrRUCTION;IIVti. - @ ,c. _ kuk@nicmmndedlm6u,k!eom -:°631.748.4046', -A DESIGN!BUILD INNITIATIVE„ ♦ ,'•. 2b Churchill Lune: b+ 2T4 C012..iRTIES♦♦ :-,` 12 94H•OC ♦♦ 2z12RIDGEBOARD,PROSmi town,New.Yozk 11789, 14� 2e10 CEI.INO JOISTS ♦♦ OEV CONTINUOUS �,;_��:3rsew R38 BATT . INSULATION @16 0 G ♦♦♦ COPYRIGHT02018 BOTTOM OF CEDING JOISTS _ R-3SBATT II 2z10ROOFRAFTERS INSULATIONII @16°OC II II 12 12 BEDROOM II 85r L 2000LL@wOCARTES —185 m HALL #y 2x8 CEILING JOISTS _ --- @ 6-OC --@16"OC 9112"210 TIT,FLOOR II 31r 512"x912' JOISTS@16"OC I TOP OF 2ND FLOOR SUBFIf00R ^\ f I I 91/2'230 TJE CEI.INO I w nEiNm ecw�>�—BE��o \ RerNNCaRF9 aaTRerax oRnnuwv"oz"evEZEz�)01ST$@ 16'O C 6 RonnlEoroTRea+neaeusea IDIS mwEa I I NOTE PROVIDE 1-HR ®® — FOYER 2z4LOAD BEARING UTOYPSUMWALL RATEDIYPE"VAT / -3H ATT GYPSUSIWALLB 2-CAR 4 ATION HALL WALL @I6"OC ANDD,TYP CEILING BOARD GARAGE (3)1 7/8' LIVING BOAIID,TYP 2.6WALL STUDS @16^oc d I 4z4ACQPOST 61 ROOM W/u2^EXTERIORGRADE _N 2.4 NON-LOAD PLYWOOD SHEATHING,TYP ® BEARINOPARTITION ~ (2)1171H"LVL @I6°OC R-21 BATT WALL DE1 PER HEADER@STAIR INSULATION TOPOFFIRSTFLOORSUBFLOOR F SLAB CH OPENINO,TYP TOPOFNEW_GRADE ——— STAIRS R30BATFANDR-15 ROXULFIREBARRER I R-30 ATT AND R-15ROXUL ------------------------ FLOORINSULATION I FLOORINSULATION ------------------------ I I I 117/8'23071Ia FLOOR UNFINISHED 4'O COLUMN �---- I JOISTS @16"Oc BASEMENT �,-- � CENTTEREDERED ON S 1/2"z 117/8^DROPPED I INCH RI 24"x245d9•DEEP I pONFRBEAM - 3 BUILDING SECTION THM FOODNG,nT I 2INCHRIGIDFOAMWITH REVISIONS THERNMEARRIER 3 SCALE'1/4"=1'-0" NO DESCRIPTION DATE I TOP OF CONCRETE SLAB 1 ISSUED FOR 10110118 — — — —— BUILDING PERMIT I I BUILDING SECTION J 2 CONCCRRISSUEDFOR 03121118 COETE CONSTRUCTION 3 SCALE-1/4"=1'-0" 3 1SSUEDFORWOOD OS/08M9 FRAMING 2c12RDDGEBOARD, '+ PROVIDE CONTINUOUS RIDGE VENT J. TOPOFROOFRIIGE — — (2)242RFTERBEAM 2c10RGOFRAFTERS �16.00. ` 3/4'CDX PLYWOOD SHEATHIING i 2c4COLLARTES♦♦ 12 1 .4800 @ ♦♦ 155 16OOFRAFIERS h12REDGEBOARD, 2z10CEI.INO101STS ♦♦ — -- @16-OC PROVIDE CONTINUOUS / i @ 16•D G ♦♦ RIDGE VENT BOTTOM OF CEDING JOISTS R-38BATT I y I INSULATION 2z4LOADREARING WALL@16'OC \ / --2d ROOF L BEDROOM#4 BEDROOM#3 RAFTERS @ n r ] ]6'OC sa 32.4 12 9UT 210TIe FLOOR [:] 12'0 O NAITAND @48-OCARilES 1015TS @ 16"O C TOP OF 2ND FLOOR SUBFLOOR PROJECT TITLE: 51R'x9112'FLUSH 2z8CEILING 9 V2'23D T1h FLOOR Mooney POWERBEAM JOISTS @16'OC 7z6WALL5TUD5 JOIS7S@I6'OC FULLBATH HALLWAY MUDROOM HALL @16'OC 2-CAR NOTE PROVIDEI.HR Residence GARAGE RATEDGYPSU I PE WALL IR' m GYPSUM WALLA 35 Ruth Road R-21BATIWAIL CEILING BOARD 2z6W.4L1STUDS@16'OC Mattltuck,NY 11952 INSULATION W/I2'EXTERIOR GRADS R-21 BATT WALL PLYWOOD SHEATHING,lYP ® /I q� INSULATION G `'4 f TOP OF FIRST FLOOR SUBFLOOR PROJECT NO. 1712 4 TOP OF NEW GRADE \� pt1E fl,�/r^ /� �A ''7 DRAWN BY: KN!NN R-'0 BATTWMIR-15 ROYUL -111—WHIR-15ROYUL SCALE: AS NOTED FLOORINSULATION (3)I1718'LVL FLOORINSULATION > \ --------- DROPPED BEAM DRAWING TITLE: 4— -------- 4'O LALLY COLUIIIN JOISTS@1 O11718"230 TJh FLOOA ------ --------------------------- __ ------ --------------------------- ' BUILDING e 0. m J-------- CENTERED ON SECTIONS 4X. FOOTING,TYEEP FOOTINO,TYP THERMALS FOAM WITH DETAILS THERMAL BARRIER.2INCHRIOID FOAnSW4ITI q n • 70P OF CONCRETE SLAB _ THERIULBARRIER � 0 I I �Qu� `r � DWG. NO. L—J (2)BUILDING SECTION A3 . 3 3 SCALE 1/4"=1'-0" 111 1 lj�IiMAPiN AILRCHrrECTURP, D A GENERAL PLAN NOTES: E lY OG I, oNsirR11CT10N;IN&,-- WALLS&PARTMONS 2 I ALL ,rERIORWALLSTOBEW=S@16"OC,UON OALLF. HIIERIORIVALIS&PARTHIONS TUBE 2.4 STUDS@ 19 16.5 4!-7- OC DON A DESIGN 113WLD_INNITIATIVE 3 ALL PLUMBING PARTMONSATTOILEIS TORE 2.6 STUDS 9 `v 16"0 C-UON 4ALLRMMORPARTMONSW6.6 POSTS VATUIN SAD) 26'Chuchft I.. PARTTnONSTODE2.5STUDS@116-OC DON Smlthto_NewYo&11787, 5 ALLPMRIORPARTMONSMBE2c6iMDSATPWKU lk DOOR=-tTIONS DN IR COPYRIGHTaxis 031630 @ O- N 2XI0 ROOF RAFTERS 2-CAR 1 9 1/1.230 TA CEH.INrG RETAINS-IT THE-1-1-1—M GARAGE I DTP010 FTHET­I­NWF0RUF­ TKE­E­—ElT @ Cy 12-9. DIN -3- Y-10,9- 3'- HALL R 7 EQ T-6* EQ 11 a ,4 REVISIONS NO. DESCRIPTION DATE IL E 'L I ISSUED FOR 10110110 DIN BUILDING PERMIT 9.5;. 216 WALL IR I MUD SITTING 2 ISSUED FOR 03121110 CONCRETE RM .4 LIVINGCONSTRUCTION 10'-3" ROOM ROOM 3 ISSUED FOR WOOD 05106119 W� KITCHEN IT-321. FRAMING EQUAL EQUAL 0 O 2.6 WALL D @ POCKMRTDOOR CDON 6 v DEN ? 1/2 BATH I 7B.. W POST 1 26 WALL TO BE vly 6.6 POST 6.6 POST 512 x 9112*FLUSH G 3 In x 117/9*DROPPED 11..I I.'FLUSH POWERBEAM POWERBFAM POWERBEAM. =a L37� f.6 POST 6.6 POST -6 L Tl LL So POST CENTER V-Z4 POST POCRET MASTER -DN3R (D (320 WALL 5 In x9l/2POWERBEAM R"FLIS USH DN I DOOR BEDROOM • 2x6 121 __T WALL L r, SHFLOOR A ® mi= i k-TIS, .." —L--� �26WALL I ro DININGROOM BEDROOM cu� R CL BATH FULL 5 2E6 WALL MASTER I PROJECT TITLE: W POST N 1 BATH CL ­�;;;ZFLU 6.6POST POWERBEM !I Moone SEMI (..W,.d) ) y FOYER Tip Q &6 Residence POST =..5. CL L , 35 Ruth Road (D Mallituck,NY 11952 r A LA" 5-2- 7.7- PROJECT NO. 1 1712 EQ EQ DRAWN.BY: KN I NN IX-10j" 1 1 17-9" FRONT 1 I SCALE: AS NOTED Q PORCH DN IR FE-1 DRAWING TITLE: m FIRST 12'.71- J91-11, FLOOR PLAN 66 0. DWG. NO. FIRST FLOOR PLAN �,k1 SCALE 1/4"=P-0" Al • I F RCNITECTURE,r°cr CA631 922AG41 GENERAL PLANNOTFS: �GDryONSTRUCTION;1yc:,.'. 3 WALLS @PARTRIONS � - .631u.7 04048 2 ALLINTERIOAWALISA PART 6 NST t2.4 STU O.NS@ �A �A DESIGN'/BUILD INNITIATIVE' tl 2 ALL B.7ERIGR WALLS @ PARTITIONS TO BE 2z4 STUDS(e116" 2 tp v O C.UON 3 1 ALLPLUMBIIG PARTTIIONS ATTOILEIS TO BE 2.6 STUDS 4ALLINTERIORPAR7177ONS W/6z6 POSTS WITHIN SAm 26 Churchill Lane PARTITIONS TO BE 2X6 STUDS @16"OC,UON ^Sin,thmwo;New.Y0rk 11787 5 ALL INTERIOR PARTITIONS TO BE26 STUDS AT POCKET — _—_ J_----- - - - DDORLOCATIONS 1 I `ja�- COPYRIGHT02018 I 3 I 43 t 63� Q� I O 1 I Orr NES II - I I I NEA KH IECI9 XEAUiNOHOP XEBETOMn 04ANO 2-CAR I RVUXXM P.R—ME-8-10 GARAGE 1 I ErNRconEsoP TneTREEeOazvnRoePOR REPErExa REUTEOTOTFE:WmER5U9E THE PPOJECf BELOW II - I I I II II II I I I II II 1 I 33 1—'-- 29'.1" II I II ST' r•s}" 3-s}° 5•1�" 1 II - II t ts'ao I I I $•I�, I I s,°° 31 REVISIONS NO. DESCRIPTION DATE 1 ISSUED FOR 10110118 17-3' BUILDING PERMIT 11.:.. IB'•30�" rq, 1 1 2 ISSUED FOR 07121119 ^g CONSTRUCTION TION BEDROOM + 41I 'c 7 ISSUED FRAMING FOR WOOD 051119118 a I BEDROOM o 42 I I R 1 #3 CL I 1 $ 9� o + o � S•`° "�+' QQ ..� 216 WALL ; UNFINISHED Wim' I H % I UNFINISHED I ATTIC ATTIC SPACE 1 i SPACE 1 ' 2 POST N CL I N LIN 1 I - 1 4t4[OST I Q OIIALL T-6' 1-2" DN 1 14R 1 1 z BEDROOM I ° 2.6 WALL (D; 2.4 WALL 1 FULL CL . HATH#2 ® 1 E Q -Y PROJECT TITLE: - u'-t• z-s" Cf, 1 - Mooney o - Residence 4,-, Q 803,-51 3,- T• I 35 Ruth Road 91-11- �2 z" �2" 9}° 26 " Mathtuck,NY11952 I I I I I PROJECT NO. 1712 DRAWN BY: KN/NN 1 1 1 SCALE: AS NOTED 1 1 I DRAWING TITLE: SECOND FLOOR PLAN 1 DWG. NO. SECOND FLOOR PLAN 1 A1 .2 SCALE 1/4"=1'-0" N MANN CNITEGTURE,P.c• 13'4•FROM f1,OF RIDGE BOARD TO f1,OF BEAM 144 FROM FL OF RIDGE BOARO TO EDGE OF TOP PLATE [eLe�o m dreegnbuJd.com 631,9274041 r "> 2,12RIDGEHOARD, , j. TOP OF ROOF RUXFE 3/4'COX PLYWOOD PROVB3H CONTAIUOUS EMANN "- •~— - SHE4TTiING _ RIDOE VENT 2x16RGGFRAFIERs ONSTRUCMON,INS .lurk(dp_icmm-vacs ig.748.040 -; '631.748.4048 t ®16"OC 2x10R00FRAFIER3/4'COX PLYWOOD 'A DESIGN/BUILD 1NNITI4TIVE j .• 308 BUILDING PAPER �2a SUBFASCLA a rc ' 11"•12 2xl0 CFJLING101Si5 12 2X4SUB-FASCIA a 26 Churchill Lane 141 4�I6.O C. 2 _ 1'-B• 5/4X6AMKTRIM Smllhtu'iw;New Y0ik 11787; 14 2x811AFlER COPYRIGHT02018 BOTTOM OF CERINGJOISTS _ _ _ i VINYL SOFFIT 2c SOFFIT BLOCKING NI6R00FR4FTERS UNFINISHED a ®I6.00 3'� 2.8 CEILING JOISTS extwall tw 2c101100FRAFTFRS ATTIC SPACE ALUMINUMRC1rrrER to CoCb— @16.00 �Sltrx9l)rFl,SH @ 16-OC ❑ POWERBEAM 1X6 AZEKTRAI VYGYPSUAIWALLAND — —_ PREPRAIEDFINOER 12 �, JOIST 0THe FLOOR C17LINGBOARD,TYP R-78 BATT "+ 13 rNenncwrtecr is rxEaueNaROP,NEee oxe�xNOR�wo 3r Qp�' l0tSi9G16"OC INSULATIONI �8 I ®6"0 !E BEADDOOARD anaraearmimrt ETNEow+ER sxnueEPewmev ra TOP OF 2ND FLOOR SUBFLOOR _ -- COaF9EPTHe THESE N1N0.9 POR REiERENCE �'`�G " s0 SECTION DETAIL T. oAr+Pn s us E oP THe PRa Eor sue^x91m _ ±_ 1X10AZEF. BLOCKING 1 SCALE 3/4"=V-O" FLUSHPOWER INSULATE NOTE IZ!'GYPS INSUL{TIO,I BEAM WALL&CEH•IN STJNROOM (1)2XI21RIDEA CLOSET 1304RD,UGN MASTER 4x4ACQPOST WWALLSTUDS(d,16' N6 NON-LOAD 1, OC W'/V2•EXTERIOR 2x4NON-LOAD BEDROOM BEARING PARTITION INS AZEK TRAP �• GRADEPLYWOOD BE{WI4G ®16"OC SHEATHING,TYP PARTITION(d I INSULATIONS R-2113ATTWAIL 16"OC El 'q INSULATION TOP OF FIRST FLOOR SUBFT.00RFDOT SIA 4 TOPOPNEW_GRADE —_———— >' SECTION DETAIL I I R-3013 I II R-?OB z{ WITH R-30B4rrWrmR-I5 SCALE 11/2"=1-0" ROXRROXIRT LATTON , POVTRBEAM 117/8"230 TJ6 FLOOR -'I JOISTS®16"0 C 4'0 LALLY COLUMN _ I \-2 INCH RIGID FOAhf WIT 2INCHRIGIDFOAKIWITH CENTEREDDP NO ON 2 INCH RIGID FOAM WITH REVISIONS TI¢RKW.BARIUFR EEP TfIHAW.BARRILA el - FOOTING,4",Il DESCRIPTION DATE 1 ISSUED FOR 10/18119 TOP OF CONCRETESLAB _ _ I off BUILDING PERMIT 2 ISSUED FOR 03121119 CONCRETE CONSTRUCTION BUILDING SECTION Z,6D13FASDt^ 3 ISSUED FOR WOOD 08/08119 d 1•-p• 1 SCALE.114"=]'-0" }x6AZFTC TRIM }\6.1ZEx TIGM FRAMING 2111 Im\—VINYLSOFFIT 2X SUBFASCIA VINYL SOFFIT 2.6 Tc SOFFITBLOCKINO 2x 4 SOFFIT 101STS % % X X 6X6WI41I4P'WMIN SECTION DETAIL r SECTION DETAIL CONCRETE SLAB m \&1,1 SCALE 3/4=1'-0" I SCALE 3/4=1'-0" 6Km,VAPORBMUM UNDERSLAB 1'd• 4.4,000 PSI CONCRETE 84 BARB 30'0 C,TYING SLAB WITHHAUNCH FOUNDATIONTO SLAB PITCHED 118•PERFOOT (1)R CONTINUOUS HORIZONTAL BAR,NAINTAINKBN 3"TO EDGE ALL AROUND MT) IROV4 2X4 KEYWAY 4,000PS CONCRETE FOOTING PROJECT TITLE: RED S'THICK 4,000 PSI FOOTING, EQUALLY AIN MINS"SPACED BJ p-0^ Mooney CONCRETE WALL FG, CI.&,RTO AIL EDGES(7'YP> Residence EIgED Aq 35 Ruth Road DEFIHOFW1,LLANDFOOTTN� NOSTO �` �1E ����� Mattituck,NY 11952 BE STEPPED UP AS NEEDED FROM I d o THEKIAIN HOUSE DEPf11. •Q @ PROJECT NO. 1712 1 o H .• n c • e DRAWN BY: KN/NN SCALE: AS NOTED 0 a 41 1101UZONTALREBARATEACH STEP W1THa3ANGLEDBARTIEIN, DRAWING TITLE: MAINTAINMN 3•TOEDGEALL AROUND(M) BUILDING • • R5REBARI2'X12"GRID,MAINTAIN MIN .A. ` Q' 0 SECTION& — 3"lOEDGE A,1,AROUND(iYP) DETAILS DWG. NO. FRONT PATIO AND WALL DETAILe SIDE PATIO STAIR DETAIL A3 . 1 1 SCALE 3/4"=V-0" I SCALE 1 1/2"=V-0" 13.4•FROMO{OF RDGEBOARDTOFLOFBFAM 16-4 FROM fL OF HOGE BOARD TO EDGE OF TOP PLATE IRCHrM � - �CHITECTURE,Ra-, n mbeCni—d—gribulld.00m - 631 9224041 TOP OF ROOF RIDGE — — 2.10 @1�ROOF RAFTERS V4"CDXPLYWOOD 2110 ROOFRAFTERS sIMATM13 @ 16-OC �•` ''� ONSTRUCTION,IN6i', - c- kirk(aalemanvdcx°Rnbudd'coOi' - --:631746:4048 • •A DESIGN/BUILD INNITIATIVE m �4 CAL1.dRTIEs\\ 4 ".`}" ,y >`' •'."„^+'„ IZ @48.00 \\ - 1”• "26 Churchill lane 24O PROVIDE CONTINUOUS BATT 14r 2.I0 CEILII:G JOISTS \\ PROVIDE CONTINUOUS ��.o,SmithtoavA;NS..Y r1;11787 �16.OG \\ RIDGE VEM _ INSULATION \ COPYRIGHT02018 BOTTOM OF CEBUING JOISTS _ _ _ R-38 BATT II 2.10 ROOF RAFTERS INSULATION BEDROOM ii 851- @48-OCARTIES 785 m HALL #2 (e 2.8 CEDING JOISTS ——— @16'OC 912.270 TIG FLOOR _ 31- 5U,:9�. JOISTS®16'OC TOP OF 2ND FLOORSUBNTfODR ^\ FLUSH POWER II I I ZEseoRnvmmrnsTneva YOrTrreaa M BEAU 912"230 TJh CEIIN° ' I TRENmarEeruTxeN�TRORav TxBBEwuvnuosauO RETNtb OYYWOX!THEIXM BEPERYRTEO TO I JOISTS @16"0C \ EDMTHE TRe TUEBEgiI,VARG9EORREN:ReuEE I NOTE PROVIDE-HR euTE rotas owrveRe useoc TxsrawEn FOYER h4LOADBEARING 12'GYPSUMWALL RATED TYPE°X"12° J\Uy AND CEILING (3)117/8" 4 / 38 Anox HALL wAll@IV00 GYPSUM LD 2-CAR It- LIVING BOARD.TYP WWALLSTUDs 16.00 GARAGE LVL BEAM ') 4x4A0QPOST py ROOM W/12•EJ.-IERIORORADE [O 7x4N'_AD PLYWOOD SHEATHING,TYP BEARINOPARTITION ~ (2)11718°LVL @16°OC R-21 BATT WALL DE 1 PER HEADER@ STAIR INSULATION TOP OF FHL4T FLOOR SUBFLOOR F BLAB T5r OPENWG,TYP, TOP OF NEW GRADE ————— STAIRS R30 BATT AND R-15 ROXUL PIREBARRIER I R-30BATT AND R-15ROXUL ------------------------ FLOORWSULATION I FLOORINSULATION ------------------------ _ -- I17AI"230TJhnOOR UNFINISHED - i—_ COLALLYCOLUMNI JOISTS @16•oc BASEMENT �O CENTERED ON 5 U2°x 11718^DROPPED 2INCH RI 24-44'.19 DEEP I POWERBEAAI [31 BUILDING SECTION THERA FOOTINQTYP I 2INCH RIGID FOAM WITHREVISIONS THERMAL.BARREL 3 SCALE 1/4"=1'-0" I NO. DESCRIPTION DATE IOPOFCONCP.EMSLAH _ — — 1 ISSUED FOR 10110118 BUILDING PERMIT I I BISSUED FOR UILDING SECTION L-J 2 CONCRETE 071 21f18 3 SCALE 1/4"=1'-0" CONSTRUCTION R 3 ISSUED FOR WOOD 00100/10 FRAMING 2.12RIDGEBOARD, • PROVIDE CONTINUOUS RIDGE VENT TOP OF ROOF RIDGE (2)3c12 R4FTHLBEAh1 w 2410ROOFRAFTFRS @ 16.O G / 3/4°CD2 PLYWOOD SHEATHING 1 2.4 COLLAR TIES\\ 12 � 46•oG \ 7 f @ \\ 155 2x10 ROOFRAFIERS 2112RIDOEBOARD, 16•CERING IOISTS PROVIDE CONTINUOUS fJ \ l RIDGE VENT BOTTOM OF CEE•ING JOISTS — — R-38 BATT I I INSULATION 2.4LOAD13HARING WALL@16.OG \ _ / .__.9.BROOF BEDROOM#4 ❑ BEDROOM#3 RAFTERS VO r- 9 UM WALLAND 2.4COLLARTIES 31� 917 0T6.FLOOR F—] CERIN BOARD,TYP @48-OC JOISTS @16"OG IOP OF 2ND FLOOR SUBFLOOR 11 PROJECT TITLE: 512•.9 IJPFLUSH USCEILINO 9 1/2"230 TIIB FLOOR Mooney POWERBEAM JOISTS@16.OG 246 WALL STUDS JOISTS @16.00 Residence 6.OG 2-CAR NOTE PROVIDE I-IBl bm FULL BATH HALLWAY MUDROOM HALL ®1GARAGE RATED TYPE•a 12" m a GYPSUM WALLA 35 Ruth Road R-21 BATT WALL CEILING BOARD 26 W41LSTUDS @ 16.00 MattJtuck,NY 11952 INSULATION W/IWEXTER10ROR4DE R-11 RATT WALL PLYWOOD SHEATHING,TYP ��p�F—D�1 A IF TOP OF FIRSLOOR SUBFLDOR INSULATION G /7 EN/�� /� PROJECT NO. 1712 TOPOPNEW GRADE y A DRAWN BY: KN/NN RA0BATTWITHR-15ROXUL R-iOBATT WfTITR-IS RO\TR, SCALE: AS NOTED FLOORINSUL.ATION (3)I17B'LYL FLOORINSIILATION III DROFPEDBEAM ------ --------------------------- 0..- DRAWING TITLE: '4m T--------- 4'0 LALLY COLUAW 101ST5�16°00R �n —L--------- CENTERED ON ------ --------------------------- - BUILDING FOOTING, - SECTIONS& FOOTING,TYP THERMAGBARRIER 1Tx ��� 0�1��0 ®.,� DETAILS TfBiRAW.BARREt %f THERMA2 INCH B RRIERFOAM 1t773I TIffRAWBARRINR TOP OFCONCREIESLAB OF DWG.NO. I Sbi��G� L—J BUILDING SECTION /♦J) /♦J) 3 SCALE 1/4°=1'-O" ✓ • ✓ NIEINANN , 6NITECTURE,P.& F 2 pED q jq m6res ewanwl-8a6ulld.— 631.9224041 IE�IOF'19y,7�A�e EusAriN . ;«s WALLS&.PARTITIONS Z► ti ^ 4 GENERAL PLAN NOTES: pNnRkf�M�1gnbwM mm- J 1 ALL R\7ERIORWALLS TO BE b6 STUDS Yid I6"0 C,U 0 N 16-5• 1 4'-7' -;'';4 - •";631.7484048 1 2ALLO1TER10RWALLS&PARTITIONS TO HE 2.4 STUDS®I6" 1 �ADESIGN,BUILD INNITIATIVE S OC_DON n 7 ALL PLIRABN'O PARTITIONS ATTOILETS TO BE 2z6 STUDS16-O - 4 ALLIN.,UON - 26 Churchill Lane PARTITIONS ORE W STUNS @ 16-POSTS WIININ SAm i, '•y•,Y,', $m�thtowu;New York 117678 5ALLIN E TO BERTITIONS OBEa6,UON / t - �� SALL INTERIOR PARTITIONS TO HE tad STUDS AT POCKET - - _ - ® �-� -� DOOR LOCATIONS I M DN IR �� �� COPYRIOHT02018 16 3 ® 1 I I2z10 ROOF BAFTERS Q - 2-CAR 9 12"230 TR CEIT.E40 TNEEEOMwN09ME THE PN°PENrE rNEaxw 1 nEin�a+rtEcr is THE nuTNON TNEee oEnwNoaauB Q N Cog COPYNOXT TNEOfMEpaW1LL BE PERWTTEp TO T� a GARAGE1 4 MTN roPiES OPTXETNESE B�Nm rox BEiERENO< b BEUTEOroTNEOWNEN'B USE IIIEPBOJECP PROVIDE 115•PER I FOOT SLAB PITCH p I I O 18.2" 12'_9^ DRN T-3, 3.101.3^ 1,_831, 3.51. 3,_51. 5?_71, a HALL 16 i ZZ EQ 3'-6" EQ W Q 2%J&R-IL 1 1 CL O © ® I REVISIONS 4 N DN OO NO. DESCRIPTION DATE 3R © ® 1 ISSUED FOR 10118118 q,-5j- DN BUILDING PERMIT 2x6WALL 1R N 2 ISSUED FOR 0]121119 MUD RMI I SITTING I CONCRETE m.° 10'-3" x o L OMG ROOM 0 codsraucnoN 411 W—BTA°K . I ROOM q ^ 3 ISSUED FOR WOOD 05109119 Q 6O°xrEx �i i KITCHEN = 1 12'-31J" 1 °v T^ FRAMING - -v 1 EQUAL EQUAL 1 O 2 I 1 0 2.6WALL 1 i µIQ. i C° I O `' I 2 pin j Poc[O;r DOOR 2'-0^ ONDm°x 6-0e DEN 6 r 1/2 BATH I I B— I To - ° 21'-41• 4.4 POST Y-4.' 2:6 WALL T°BE V.IF 6r6POST 6316 POST 5 1/2x 912"FLUSH 1 — I 3 12 z 11 7/6"DROPPED 5 12 z 9 1/2"FLUSH L ■ _POWERBEAM I POWERBEAM POWER BEAM m 6x6POST 6.6 POST 1.71" -71" T-6" 6z6 POST 13'-10}, — — 3" _ 4 ^ OT 1 i—Deo,,,, DN3R h4 POST MASTER 19 7 0 01 51212 x9 "FLUSH DN (D DOOR BEDROOM 2x6 WALL I , - POWERBEAM AA 15R I ` 2r6 WALL , 13'-4 �° v F 0 ® FIMSH FLOOR Op Nr'.� ELEV♦59'-0" 2x6 NALL 1 yi I 7-0' 9-0" o� - k BEDROOM I �WfU, ROOM �° a y F #1 FULL ® 1 1 � sO ry v OO CL BATH MASTER p I PROJECT TITLE: ■ Gi 6z6POST 2z6WALL BATH I II CL 11'-314" ls'a�^ N I p l m Y 512•x9WFLUSN 6ffi POST POWERBEAM1I 1 I' Mooney POWER BEAM (conlma�) p I •• © OB FOYER — 6—I _ _ POST Residence 6-7j" OF sa� M T-6^ l e "P S35 Ruth Road 341312 2z'-s^ CL O pp Q a 9 Mattltuck,NY 11952 ti s-s" 1 r 1 5'-2" © 7-7^ PROJECT NO. 1712 a I EQ EQ DRAWN BY: KN I NN 1T-9• I h 1 FRONT 1 I SCALE• AS NOTED El ❑■ R 1 ❑■ PORCH Q DN 1R DRAWING TITLE: FIRST ,_ FLOOR PLAN 3. 5._l. 12'•71" 9-11" 12.71" 30-71° I2'-71" ._3. DWG.NO. 1 �FIRST FLOOR PLAN 1 Al . l \4LV SCALE 1/4" �IENIAPIN '• CNITECTURE,P.G ' oamu�a aom�aea,gob�ua.com, '83L922A041 ED A� yu�.lENIANN + GENERAL PLAN NOTES: r' WALLS&PARTITIONS �`��� �B � � NSTRUGTION�{�'-,.^'•,�}„f 1 4LLE.\TERIORWALLSTO BE26STUDSr(_D16"OC,UON {V ^;{yk^�p.'.S�`;�r&@n,omeuvaeei 748.048 2 ALL DMRIORWALLS&PARTITIONS TO BE h4 STUDS@16° tT- 5 - 631.748.4048DC.,UON =ADESIGN I BUILD INNITIATIVE3ALLPLUMBNOPARMONSATTOMMTOBE26SIUDS4 ALLIITERIORPARTIIONS W/66 POSTS WITHIN SAm l h ^x;"_" 26 Churchill LanePAR'IT110NS TO BE 26 STUDS@16"OC,U ON --- -ALLINTERIORPARTITIONSTO BE26 STUDS ATPOCLEI -- ���� DOORLOCATIONS ---- _----- l':SF II "� � COPYRIGHT02018 I 3 r -- - 4p p3 i 630 tt. I i ()P NENN�® II I I I 1 I TNE6EOPAWIN0.9ME TIE PMIPERtV OF THEMCMTER 2-CAR nEiueaeiai�aniii�"e om°giE�nwu epPE�aaitteo"io GARAGE 11NNcanES OP TNe rNese FERENCE rEo ro nle onNEws usE w Txeo'Paareer BELOW II I I 11 II II I I II I I II I I I II s-Tk° 3-4" 3-4" 9-71• II 1 I I OB OO O 1 ,1 REVISIONS NO. DESCRIPTION DATE 1 ISSUED FOR 10116118 1 17-3” 1 BUILDING PERMIT 18'-IOk" F 1 1 2 ISSUED FOR 03121119 B I CONSTRUCTION CONSTRU 1 I Q E a ^p I 3 ISSUED FORWOOD 0 6 111 8 11 8 $ 1 BEDROOM v BEDROOM FRAMING #2 #9 CL 2c6 9- 3 2E6 WALL o 4 UNFINISHED W'� O I I UNFINISHED I * ATTIC ATTIC SPACE 1 1 SPACE 1 1 2 POST N CL 1 H LIN 03 I 4><4PosT I O &• OO HALL *��4R S-0^ S-9° 6'-2BEDROOM ® 2:6W#4 � QFULL CL . BATH#278 ® 1 0 E * ------- --- --------- * PROJECT TITLE: 01 Mooney o Residence 35 Ruth Road 9.11" 3,_ .BO OB Ql, T_ , Mattttuck,NY 11952 1 1 I I I PROJECT NO. 1712 DRAWN BY: KN I NN 1 1 I SCALE: AS NOTED 1 1 1 DRAWING TITLE: SECOND FLOOR PLAN I DWG. NO. I SECOND FLOOR PLAN 1 A1 .2 SCALE 1/4"=l'-O" IENAIINI 13'-4°FROM f{OF RIDGE BOARD TO FL OF SEAM 1,14 FROM FL OF mDGE BOARD TO EDGE OF TOP PLATE + n ITECTURRE.P C b': co 631.927 4041 2x12RHx1EBOARD, TOP OF ROOF_RIDOE •7/4"CDX PLYWOOD PROVIDE CONTINUOUS SHLILTHIN43 RIDGE VENT ONSTI2UC710N,INC' ", 2x10 ROOF RAFTERS • -,,,„-. ,"+' k°�.",m0°aa'B'7�' cam,. ®16"Oc5.`.,,;:,^- ..,'631,746.4046° �@ 2x10x0oFRAF'IER 3/4 r ''ADE,yS_IG„YN`�/) A •,BUHIL.,DINNITIpT IVE 30 N BUILDING PAPER :�:. .('j,26"Cfiuic6iU Laalj zxasue�asc� zss BFAscu `y e _ °i„�,�,x,�,.�SmithiWaw,yNew York�1782 IZ 2x10 CEEING10I575 12 14� MI6"1 C 5/4Y6 AZEF.TRIM %-•,,� = 2x8RAF1ER COPYRIGITT02018 BOTTOM OF GEEING JOISTS /- VINYL SOFFIT 2x SOFFIT BLOCKING 1OCFR4F17Jt5 @1:1UNFIMSHED e _ I6.oc 3'-e " ATTIC SPACE 2r8CERINGIOISTS nt wall stud 2c10ROOFRAFTERS ALLAENUMKOUTTER EO @16°OG b0,ofbeum Qd 16"0G ❑ POB AM IX6 AZEK MI _ 12 '�$� 9 F2°210 THsFLOOR ❑ 1,,GMUNIWALLAND — -- PRE-PRAED FINGER _ 3r Q;'4 JOISTS @16"OC CEILJNOBOARD,TYP R•38 BATT 'E 123 1 2760 JOINTED I/2"PINE INSULATION 16°0 rHE n•Eai THEAUTHosoF THE9EdUN1NO8TA D TOP OF 2ND FLOOR StIBFLOOR �apl. I HEADBOARD -- nETuramcrnioHr THEwMExsHnEEEE VEwnrtlEUTo AZEK CROWN 0 SECTION DETAIL - aE<aHNFESOPTHETHEBE-NWMRREF- zEUTEo To THE oxNEaa usE w THE maEm 517a9 U2° \_ w 1X10 AZEK - —• \ ! a_1 I SCALE 3!4"=1'-0" FLUSHI'OWBR T BLOCAOIG INSULA11 BEAM NOTE D2 EILINGYPSfI�1 SUNR.00M A3 f INSULA110N BOARD CON I I (7)2XI2HEADER �m CLOSET 1To4RD,uoN u ' 4x4 ACQPOST E6 WALL STUDS(3}16" MASTER N6NON•LOAD OC W/1/2°EXTERIOR 2.4 NON-LOAD BEDROOM BEARING PARTITION IXB AZEK TRA( 1`3 GRADE PLYWOOD BEARR40 - @16"OC SHEATHING, PARTI6"OCT[ON($ ❑ IRN51I1LA ONALL R•21 BATT WALL PROVIDE 7 INSULATION TOP OF PIRST FLOOR SUBFLOOR FOOTS _ 4 TOP OF NEW GRADE - --------- SECTION f - L0 DETAIL I I R-10B.ATTWITH&IS R-30H4TT WfIHR-15 1 SCALE 11/2"=1'-0" ROXULP(AORINSULATION ROXULPLOORINSULATION I I 5 112"x 117/8"DROPPED POWERBEAM 117/8"230 111,FLOOR --� JOISTS®16°OC 4"0 LALLY COLUMN - ON / I \ 2TFd+RMALB FARRIIIt� IVA4"Or DEEP 21NCH RIGID TI�RTW.H FARRIER; e 3v ® FOOTING,TYP REVISIONS NION TOP OF CONCRETE NCRE SLAB O•N• 11 ISSUED FOR 101701E10 — ——t— BUILDING PERMIT 2 ISSUED FOR 03121119 y m - CONCRETE - CONSTRUCTION BUILDING SECTION ,,3 2.3UBFASCIA 3 ISSUED FOR WOOD 06108118 SCALE 1/4"=1'-0" �'-�4 }X6AZEKTRAI JX6 AZE61FRAMING 1tA1 20RAFTER RAFTER VI4YL ,-0' 2X SUSFASCIA SOFFIT h SOFFIT BJACKING 2x6RAFTER �{ VINYL SOFFIT 2.4 SOFFIT JOISTS _z x —x —x —x I= 6X" '1114 r]N �SECTION DETAIL �7 SECTION DETAIL CON!IS SLAB - SCALE 3/4=1'-0" Wl SCALE 3/4=1'-0" 6AIL VAPORB4RRIER UNDERSLAB 1'4" 1 4,000P51 CONCRETE 44 BARS 30'0 C.,TYING SLAS W177TRAIINCH FOUNDATIONTOSL4B PITCHED U8"PERFOOT - (1)44 CONTINUOUS HORIZONTAL I 'BAR,MAATAINHN 4"TOEDGE ALL AROUND(TYP) PROVIL'IE 2X4 EEYWAY 4,000PS CONCRETE FOOTING PROJECT TITLE: 8"THICK 0.000 PSI (2)45 REB EQOALLY SPACED IN Mooney CONCREfEW4LL FOOI'ING,6 AIN ALIS 3" 1'-0° _ CLR,R7l7AJ.LFDGES(TST, Residence �'�' � • 35 Ruth Road DEPMOFW4LLANDFO0TIN0ST0 Mattltuck,NY 11952 , BESTEPPEDUPASNEEDEDFROAI ��j •!C THENLII4 HOUSE DEPTH. I 4 a '� •4 `y P�4E PROJECT NO. 1712 DRAWN BY: KN/NN SCALE: AS NOTED • O p3HORIZONTALREBAR ATEACHSTEP e . W1FROANGLEDBARII@IN, �. _- N "b a MAINTAINMIN OAR UND(TYP)3"TOEDGEALL ; ad ►� DRAWING TITLE: � BUILDING • • 3•TnEGGHN]ARO°[�B�1 IYMAINTP�6E V� � SECTION& 0316313 yQQ' DETAILS OF NDWG. NO. QFRONT PATIO AND WALL DETAIL e SIDE PATIO STAIR DETAIL All SCALE 3/4"=1'-0" SCALE 1 1/2"=1'-0" filliMAN 184•FROM(L OF FIDGE BOARD TO fL OF BEAM IV.*FROM 4 OF MDGE BOARDTO EDGE OF TOP PLATE - ITERCHN " r- ITECTURE,RG _ n c(fT wmB.mdeB,an6wM.eom 631.922AO41 TOP OF ROOF RmOE 310ROOF RAFTERS EMANN,.0 ~- 2.10 DC 3/4"CDX PLYWOOD 2.10 ROOFRAFLERS@16l - , SIEATHNO @16"0C - yONSTRU�CT101%gnBiula:engi `'a'':.',`k-.,•-',` :.:'6317484048 A DESIGN/BUILD INNITIATIVE' 2a4COLLARTES♦ ,X``-ti'T •26 Churchill Lane' 12 ♦ 2a12RIDGEBOARD, r 2SI0 CERMQ701SC5 ♦♦♦ PROVIDE CONTINUOUS : ,-=,-,xSmitheo,an,T�lgw,York1278T- R•38 BATT 14RIDGE VENT INSULATION @16.0 C. ♦♦ COPYRIGHT02018 BOTTOM OF CEH.ING JOISIS _ _ — R-36HATT II @16.0 a FRAFiFiLS INSULATION j I @ 16'0 I 12 12 _ 4 BEDROOM II 8sr ix4 CO1LARTIES �85 • � I I @48°OC m HALL #2 I I � 38CERINO JOLSTS _ ---\ @16'0C. 917230706FLOOR II 91n FLUSH TOP OF2ND FLOOR SURF OOR 3r12 JOISTS @16'0C POWER IIIIII 91n 230 DIe CEILING III 'r II 1gHEEFNBEND9 RCA'OKEP1YNW0.�9ONMl EETTNIEE0g0.FaNwEgER8TMnliNEOLBLFBTEw�g=EMRYCrtw,tEEDtt T O I — BEAM ®® IOISTS@16"OC \ � RETUN COFlEBMTNBTNeBBORA4NNti9 FIXl REFegENce RELAIEDM Mc0.5NERBUBE TIIE PRWEtt I I NOTE PROVIDE I-HR FOYER 2.4 LOAD BEARING in•.,T,,WALL RATED TYPE'X"In° 4 / •38 ATI WALL@16.00 AM1 CEaINO GYPSUMWAIL& GARAGE LVL BeAM TION HALL LLVING BOARD,TYP 2R6WALLSTUDS@16^oc CEII.INO HOARD I 4x4 ACQ POST Y p4 ROOM W/Vr EATERIORGRADE qe 2a4NON•IP AD PLYWOOD SHEATHING,TYP BEARING PARTITION (2)I17B'L- @16°0C R-21 BATT WALL PEGIDE 1/8 PER HEADER@STAIR INSULATION TOP OF FIRST FLODRSUBFLDOR F SLAB CH OPENUIO,TYP TOP OF NEW GRADE —— STAIRS &3 ULFIRE I R-30DAITANDR-15RO%UL RO0BATFADR•15 RRER ------------------------ I FLOORINSULATION I FLOORINSULATION ------------------------ I I I 117/8'230T14FLOOR UNFINISHED ,Am -- JOISTS@16"oa BASEMENT y-- 4"O LALLY COLUMN CENTERED ON 51n"a 117/e°DROPPED 21NCHRI 24"a345d8'DEEP POWERBEAM 3 BUILDING SECTION THEM FOOTING,TYP 21NCHRIOIDFOAMWITH REVISIONS TIERM14ll.BARRIt12 3 SCALE 1/4"=1'-0" NO DESCRIPTION DATE I 70P OF CONCRETE SLAB 10 10 8 — — — — BUILDING PERMIT I IISSUED BUILDING SECTION `—J 2 CONEETEE T00/21H8 CONCRETE CONSTRUCTION 3 SCALE 1/4"=1'-0" 3 ISSUED FORWOOD 08/08119 FRAMING 7 1,12RIR7EBOARD, - PROVIDE CONTINUOUS RIDGE VENT TOPOFROOFRIDGE — — (2)2.121L4FTERBF-ALI 2s10ROOFRAFTERS @16-0c. 314°CDY PLYWOOD SHEATHING m i L 2�4 COILARTES♦♦ 12 T 4rOC. i @ ♦♦ —I55 � h10R00FRAFTERS 2c12RID0E BOARD, f i 2,10 6CEIING JOISTS ♦♦-OC ♦♦ — -- I @16°0C RIDGE VENT OUS El BOTTOM OF CEILING JOISTS R•38BATT INSULATION 2t4LOADBRARING I w I - ❑ WALL@16.00 \ /2.8 ROOF BEDROOM#4 ❑ BEDROOM#3 RAFTW E; 16"O C k Ill"D7 WALL AND 2x4 COLLARTES 312 91n"230 TDB FLOOR ❑ BOARD,TYP @48'OC JOISTS@ 16-OC TOP OF 2ND FLOOR SUBFLOOR PROJECT 71TLE: S 1R'a91n°FLUSH NSCER.ING 91n"230 TIB FLOOR Mooney POWER BEAM JOISTS @16'Oa 2x6 WALL STUDS JOISTS @16°OC FULL BATH HALLWAY MUDROOM HALL, @16.00 2-CAR NOTE PROVIDE I-HR Residence GARAGE RATED TYPE•L&IX ee GYPSUM PE'r 35 Ruth Road El W1 Vr R_21 BATT WALL CEILING BOARD lab WATLSTUDS RIOR GRADE Mattituck,NY 11952 INSULATION PLYWOOD SHEATHING, oED A�qc R•21 BATT WALL PLYNOOD SIEATFING,TIP ``'' C p� TOP OF FIRST FLOOR SI7BFLOOR INSULATION 1�1y0� � PROJECT NO. 1 1712 4 TOP OFNEW_GRADE VV `, �/�j DRAWN BY: KN/NN R?0BATTWITHR•15ROXUL, RM BATT WITH R-15 ROXUL � t SCALE: AS NOTED FLOORINSULATION FLOORINSULATION `• I (3)117/e'LVL 1 DRAWING TITLE: III DROPPEDBEAM ------ --------------------------- ( I S4 11 7ir 230 TJI, .,Lm T--------- 4.0 LALLY COLUMN JOISTS@ 6`Oa00R ------ --------------------------- °�I• _ f r BUILDING ^ �---------- CENTERED ON _ 24%24"aIS•DEEP THF,RMILBARRER FOOTING TYP 2INCHRIGIDFOAMWIIH SECTIONS 44c 2INCH RIGIDFOANInTD1 /A� Qa��Fi3� ���`� DETAILS IOP OF CONCREIE SLAB THERMAL BARRIER \- �J�'0' DWG. NO. I I �BUILDING SECTION A3 . 3 3 SCALE 1/4"=I'-0" < . IEMANN ARCHITECTURE, P.c. 26 Churchill Lane,Smithtown,NY 11787 (631) 922-4041 email:natalie@niemanndesignbuild.com j November 19, 2018 Town of Southold Building Department PO Box 1179 Southold,NY 11971 Dear Amanda: This letter is to certify that the following project submitted to the Town of Southold meets the 130mph wind speed: Mooney Residence 35 Ruth Road Mattituck,NY 11952 Project No. 1712 Please accept my signature/stamp as certification. �� ipED A PM1' i 1a u (.Sy0s 163�3 s OF N Do not hesitate to contact me should you have any questions. Best re ards, Natalie Niemann, R.A. NOV 272018 } M`*'ANN ITE ® 7tRCH CTURE, mc� natalieCa niemanndesignbuild.com 631.922.4041 E6- MANN INISTRUCT .kirkCa niemanndesignbuild.com 631.748.4048 3 5 uRo aMattituck NY 119 5 2 :�9 IESiGN-MU1 i N `DA"lt'IVI x w x. i. Z -h tiltCIll t,a1 k T111IY1 �V�1� l� �v° j4rI ;;I1? _7r_"q ([)T11 HUtI- S I z v"' DRNG Pllnrl�&.MR'k ® COPYRIGHT02018 'r� U17D P if%,. ° OC 'l OH' R 9 ' O ' S ABBREVIATIONS DRAWING LIST T �; ►, - ACT ACOUSTICAL CEILING TILE GALV GALVANIZED RAD RADIUS AFF ABOVE FINISH FLOOR GC GENERAL CONTRACTOR RCP REFLECTED CEILING PLAN T1.1 TITLE SHEET, KEY MAP & MISCELLANEOUS 03163 '0 ALT ALTERNATE GL GLASS RD ROOF DRAIN F OF NEN y ALUM ALUMINUM GYP. BD. GYPSUM BOARD RECEPT RECEPTACLE T1.2 GENERAL NOTES AL ALUMINUM HDR HEADER REF REFRIGERATOR T1.3 GENERAL NOTES, DETAILS & SCHEDULES g fir, � THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT. APPROX APPROXIMATE HM HOLLOW METAL REINF REINFORCEI,, THE ARCHITECT IS THE AUTHOR OF THESE DRAWINGS AND RETAINS COPYRIGHT. THE OWNER SHALL BE PERMITTED TO ARCH ARCHITECTURAL HORZ HORIZONTAL REQ'D REQUIRED11faF. r A 1.0 PROPOSED FOUNDATION PLAN RETAIN COPIES OF THE THESE DRAWINGS FOR REFERENCE RELATED TO THE OWNER'S USE OF THE PROJECT. BLDG BUILDING HTR HEATER RM ROOM ALL PROPOSED FIRST FLOOR PLAN B.O. BOTTOM OF HVAC HEATING,VENTILATION, RO ROUGH OPENING CJ CONTROL JOINT AIR CONDITIONING SCHED SCHEDULE A1.2 PROPOSED SECOND FLOOR PLAN CL CENTER LINE HW HOT WATER SCWD SOLID CORE WOOD CLG CEILING IN INCH SD SMOKE DAMPER A1.3 PROPOSED ROOF PLAN CMU CONCRETE MASONRY UNIT INSUL INSULATION SE SOUTHEAST A2.1 PROPOSED FRONT & LEFT SIDE ELEVATIONS COL COLUMN INT INTERIOR SECT SECTION CONIC CONCRETE JT JOINT SF SQUARE FOOT A2.2 PROPOSED REAR & RIGHT SIDE ELEVATIONS CONT CONTINUOS LBS POUND SHT SHEET It A3.1 PROPOSED BUILDING SECTION & DETAILS CONST CONSTRUCTION LF LINEAR FOOT SIM SIMILARAwonopouios COORD COORDINATE LTG LIGHTING SPEC SPECIFICATIONS A4.1 PLUMBING DIAGRAM DOOR & WINDOW SCHEDULES CORR CORRIDOR MATL MATERIAL SS STAINLESS STEEL I m: CPT CARPET MAX MAXIMUM STND STANDARD WINDOW ELEVATIONS CT CERAMIC TILE MECH MECHANICAL STL STEEL CW COLD WATER MEMB MEMBRANE STOR STORAGE DEMO DEMOLITION MTL METAL STRUCT STRUCTURAL1 DEPT DEPARTMENT MFR MANUFACTURER SW SOUTHWEST \ \ 35, Neth Road �� DIA DIAMETER MIN MINIMUM TEL TELEPHONE PLUMBER CERTIFICATION DIM DIMENSION MISC MISCELLANEOUS TEMP TEMPERATURE ON LEAD CONTENT BEFORE APP yED AS DOTED CERTIFICATE OF OCCUPANCY Blolvcr door SOLDER USED IN W and ductv�,rork REVISIONS DN DOWN MO MASONRY OPENING T&G TONGUE&GROOVE DWG DRAWING MTD MOUNTED TOIL TOILET DATE: 3 B.P. M ATER EA EACH NA NOT APPLICABLE T.O. TOP OF ,,. SUPPLYSYSTEM CANNOT testing;required. NO. DESCRIPTIO DATE EL/ECFV ELEVATION NE NORTHEAST T.O.W. TOP OF WALLI Fs ` FEE: NOTIFY BUIL N_ utrAKIMl:41 Ai EXCEED 2110 OF I% LEAD, ISSUED FOR ELEC ELECTRICAL NIC NOT IN CONTRACT T.O.S. TOP OF SLAB/STEEL 765-1862 8 A� TO 4 PM FOR THE 1 BUILDING PERMIT 10/16/18 ENTR ENTRANCE NO NUMBER TV TELEVISION FOLLOWING P SPFCT10NS: - EQ EQUAL NOM NOMINAL TYP TYPICAL 1. FOUNDATIO EQUIP EQUIPMENT NTS NOT TO SCALE U.O.N. UNLESS OTHERWISE alp FOR POUR D CONCRETE EXIST EXISTING NW NORTHWEST NOTED 2. ROUGH - F AMING & PLUMBING PLUMBING . EXP EXPANSION NYSRC NEW YORK STATE VENT VENTILATION 3.3. INSULATION ALL'PLUMBING WASTE. EXT EXTERIOR RESIDENTIAL CODE VERT VERTICAL 4. FINAL - COI STRUCTION MUST &WATER LINES NEED. FDN FOUNDATION OC ON CENTER VEST VESTIBULE BE COMPLE E FOR C.O. TESTING BEFORE COVERING �Au�'t provide Manuals FE FIRE EXTINGUISHER OFF OFFICE W WIDE FLANGE ALL CONSTRUCTION SHALL MEET THE 'D•I and S as per REQUIREMENT OF THE CODES OF NEW - NYS Energy Code FIN FINISH OH OVERHEAD W/ WITH YORK STATE. 40T RESPONSIBLE FOR FIXE FIXTURE PL PLATE WC WATER CLOSET DESIGN OR CONSTRUCTION ERRORS. ELECTRICAL FT FOOT i FEET PLAM PLASTIC LAMINATE WD WOOD INSPECTION REQUIRED FTG FOOTING PLYWD PLYWOOD WDW WINDOW �w. GA GAUGE R RISER W/O WITHOUT _ e" COMPLY I ►ITH ALL CODES OF NEW YORK TATE & TOWN CODES AS REQUIRE ) AND CONDITIONS OF T'RUS'S PLACARDWIS R!:Q(I"PI'M S Y M B 0 LS LEGEND MATERIAL LEGENDStff Mq, -BA, r D \\ �t1UTH6tB T9W'V�&USI�S SECTION NO.-- x EARTH/ STEEL / / KEY MAP - ' DO NOT PROCEED WITH DETAIL NO. X FRAMING UNTIL SURVEY SHEET NO.-- X OF FOUNDATION LOCATION SHEET NO. I i { ' " NOT TO SCALE HAS BEEN APPROVED. BUILDING SECTION MARK CY OR WALL SECTION MARK DETAIL MARK CRUSHED STONE WOOD (continous) U CU PAN U E. EIS UNLAW FI��. W1 THOUT CERTIF iC �i;- Fire �.p r aration u ELEVATION NO. X EXISTING WALL CONCRETE WOOD (blocking or shim) 0 OCCUPANCY required as per SHEET NO. X TO BE REMOVED - -- NYS Code PROJECT TITLE: - _ CLIMATE AND GEOGRAPHIC DESIGN CRITERIA ELEVATION MARK CMU PLYWOOD DRAINAGE INSPECTIONS ARE REQUIRED Mooney GROUND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FEMA EXISTING WALL WIND Contact TOS Engineering at 765-1560 before )\ ) ( SNOW DESIGN DESIGN UNDERLAYMENT FLOOD R�SI��IIC� TO REMAIN ` '': : , ( 1> )\ ) 1)( `1) LOAD SPEED CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY TEMP. REQUIRED ZONE Backfill,O�Provide Engineer's Certification �( )� thGt the drainage has been Installed to Cede. + ' '+ DUPLEX OUTLET DEDICATED OUTLET CMU (plan) BATT INSULATION MIN Y-0"BELOW MODERATE SLIGHT TO exterior ` pro v t �� �oca 3 5 Ruth Road 30 PSF 120 MPH C SEVERE 11017 YES - Y'lo1"it�lltlid�' MTD. 18"A.F.V,U.O.N. FINISHED GRADE TO HEAVY MODERATE UV!tallcd r,- I2Ced,Cw NEW WALL OR '_`_- P S h1�t4--�-e� 4r a_ Mattituck, NY 11952 PARTITION r, � rwx.a gyred rh^II c�:s �► BRICK RIGID INSULATION Q Ch:-iter 172 �, •,�» e?C�1'1 GY � 21 n T' ,•�.-`�Cade V PROJECT NO. 1712 SMOKE ALARM 2 X 8 FJ � - _@1 6" O.C. FRAMING NOTATION BUILDING CODE INFORMATION PROPOSED SQUARE FOOTAGE INFORMATION BUILDING PLAN REVIEW NOTE DRAWN BY: NN cs BUILDING PLANS EXAMINER SHALL REVIEW THE ENCLOSED DOCUMENT FOR SCALE: N.T.S. OCCUPANCY CLASSIFICATION: R3 MINIMAL ACCEPTABLE PLAN SUBMITTAL REQUIREMENTS OF THE TOWN AS CARBON MONOXIDE/SMOKE ALARM - TYPE OF CONSTRUCTION: 5B CONDITIONED SPACES SPECIFIED IN THE BUILDING AND/OR RESIDENTIAL CODE OF THE STATE OF NEW DRAWING TITLE: FIRE HAZARD CLASSIFICATION: LOW LOWER LEVEL: 1,902 S.F. YORK. THIS REVIEW DOES NOT GUARANTEE COMPLIANCE WITH THAT CODE. THE ELEVATION MARKER UPPER LEVEL: 1,038 S.F. SEAL AND SIGNATURE OF THE DESIGN PROFESSIONAL HAS BEEN INTERPRETED AS TITLE SHEET, 0 TOTAL: 2,940 S.F. AN ATTESTATION THAT, TO THE BEST OF THE LICENSEE'S BELIEF AND KEY MAP & INFORMATION, THE WORK IN THE DOCUMENT IS AgCURATE, RECESSED DOWNLIGHT UNCONDITIONED SPACES MISCELLANEOUS WINDOW SYMBOL PROJECT INFORMATION LOWER LEVEL (GARAGE): 483 S.F. - IS THE RESPONSIBILITY OF THE LICENSEE UPPER LEVEL (ATTIC): 635 S.F. - CONFORMS W/ GOVERNING CODES APPLICABLE AT THE TIME OF SUBMISSION PRESENT ZONING: R40 - CONFORMS W/REASONABLE STANDARDS OF PRACTICE DWG, NO. ® PROPOSED BUILDING DESCRIPTION: MISCELLANEOUS SPACES - CONFORMS W/ SAFEGUARDING OF LIFE, HEALTH, PROPERTY & PUBLIC WELFARE • NEW RESIDENCE ON NEW FRONT COVERED PORCH: 670 S.F. CEILING FAN DOOR SYMBOL FOUNDATION ON VACANT LOT REAR PATIO: 703 S.F. LOT AREA: 0.923 ACRES (21,744 SF) ' i/ SAI M GENERAL NOTES %'RECHtTF.CTURF, P.G. 38. ALL WINDOWS BELOW 18" A.F.F., GLASS DOORS, SHOWER DOORS AND ENCLOSURES, BATH TUB DOORS & 26. MIXING,TRANSPORTING AND PLACING OF CONCRETE SHALL CONFORM TO ACI 301. natalie@niemanndesignbuild.com I. THE ARCHITECT AND/OR ENGINEER WILL NOT HAVE CONTROL OVER OR CHARGE OF AND WILL NOT BE ENCLOSURES SHALL BE TEMPERED GLASS TO CONFORM TO THE NY STATE BUILDING CODE 2015,R308 GLAZING. 631.922.4041 RESPONSIBLE FOR CONSTRTUCTION MEANS, METHODS, TECHNIQUES, SEQUENCE AND PROCEDURES, OR FOR 27. THERE SHALL BE NO HORIZONTAL CONSTRUCTION JOINTS IN CONCRETE POURS. ALL CONSTRUCTION JOINTS SAFETY PROGRAMS IN CONNECTION 39. ALL MOLDINGS AND TRIM SHALL BE STAIN GRADE,U.O.N. SHALL BE MADE IN THE CENTER OF SPANS WITH VERTICAL BULKHEADS. THE LOCATIONS OF THE J CONSTRUCTION JOINTS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. ADDITIONAL REINFORCING AT � IIEMANN 2. THE CONTRACTOR AND SUBCONTRACTOR IS TO SUPERVISE ALL MEANS AND METHODS OF CONSTRUCTION. 40. THE OWNER SHALL SELECT ALL FINISH MATERIALS AND COLORS,U.O.N. CONSTRUCTION JOINTS SHALL BE SPECIFIED BY THE STRUCTURAL ENGINEER, SEE TYPICAL DETAIL. DRAWINGONt ' SHOWING LOCATIONS OF CONSTRUCTION JOINTS SHALL BE SUBMITTED BY THE GENERAL CONTRACTOR TO THE kicknieii�ntidesignbuild.cain 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING 41. THE INSTALLATION OF ALL MATERIALS AND PRODUCTS SHALL MEET ALL LOCAL FIRE DEPARTMENT'S STRUCTURAL ENGINEER FOR REVIEW AND VERIFICATION. a. CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTION AND MISALIGNMENT ACCORDING TO REQUIREMENTS AND REGULATIONS, REPRESENTATIVE SAMPLES SHALL BE MADE AVAILABLE TO THE FIRE 631:748.404 APPLICABLE CODES, STANDARDS AND GOOD PRACTICE. MARSHAL FOR APPROVAL PRIOR TO THE INSTALLATION OF SUCH MATERIALS AND PRODUCTS. 28. ALL CONCRETE SHALL CONTAIN A CONCRETE MIX USING A MINIMUM OF 5.0 SACKS OF CEMENT PER CUBIC YARD. NO FLY ASH SHALL BE USED IN ANY CONCRETE. ALL EXPOSED CONCRETE TO BE AIR ENTRAINED AIR CONTENT AIMIESIGNI,._BUILD INHITICATI IE .' 4. DO NOT SCALE THESE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. 42. THE CONTRACTOR TO MATCH ALL EXISTING CONDITIONS AS THEY RELATE TO FINISHES, LIGHTING, COURSING, SHOULD BE 6 PERCENT WITH A TOLERANCE OF+/- 1.5 PERCENT. ` DIMENSIONS, HEIGHT, ALIGNMENT, ETC. MOVE AND RELOCATE ANY PARTITIONS, WIRING, PLUMBING, AND 5. LARGER SCALE DETAILS SHALL HAVE PRECEDENCE OVER SMALLER SCALE DRAWINGS. IT IS THE INTENTION OF DUCTWORK THAT MAY BE CONCEALED IN WALLS OR CEILING BEING REVISED, TO PROVIDE A COMPLETE JOB IN 29. CONCRETE CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOT "": 26 'bui h [��.�h S, PIPE SLEEVES, ANCHOR '� ,, : ;. THE DRAWINGS TO PROVIDE FOR A COMPLETE JOB IN ALL ALL RESPECTS. BOLTS, ETC. AS REQUIRED FOR MECHANICAL TRADES BEFORE CONCRETE IS POURED; THESE ITEMS ARE TO BE ,.i '. :x Slip ih,tit n etiv 'cirk X1787: MATERIALS AND/OR LABOR REQUIRED TO COMPLETE THE WORK,AS INDICATED. INSTALLED BY CONCRETE CONTRACTOR. °` 43. ALL ELECTRICAL WORK SHALL CONFORM TO RULES AND REGULATIONS OF THE NATIONAL ELECTRIC CODE AND 6. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS ON THE JOB AND THE ARCHITECT N.Y.S. BOARD OF FIRE UNDERWRITERS. THE FINAL CERTIFICATE OF APPROVAL MUST BE PRESENTED TO THE 30. NO CONCRETE IS TO BE POURED UNTIL ALL HOLES AND OPENINGS SHOWN ON PLANS AND SHOP DRAWINGS ARE COPYRIGHT02018 AND/OR ENGINEER OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS OWNER PRIOR TO FINAL PAYMENT. REVIEWED AND VERIFIED. SHOWN ON THE DRAWINGS. PROVIDE DIMENSIONS SUBJECT TO ACTUAL FIELD CONDITIONS AND NO CREDITS OR �D EXTRAS WILL BE ALLOWED FOR DISCREPANCIES UP TO 2'-0"IN ANY MEASUREMENT. 44. THE ENTIRE PREMISES, INSIDE AND OUT, SHALL BE CLEANED OF ALL DEBRIS AND EXCESS MATERIALS TO THE 31. FILL ALL PLUMBING SLOTS WITH CONCRETE OF THE SAME STRENGTH AND TO THE SAME DEPTH AS THE FLOOR1F hJ,rc r SATISFACTION OF THE OWNER,INCLUDING LABELS AND PROTECTIVE COATINGS ON ALL MATERIALS. SLAB AFTER PIPING IS INSTALLED UNLESS OTHERWISE SHOWN. 7. CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL, STATE, AND LOCAL CODES, ORDINANCES, RULES AND REGULATIONS. CONTRACTOR SHALL ARRANGE FOR ALL NECESSARY PERMITS AND INSPECTIONS INCLUDING 45. REQUEST FOR FINAL PAYMENT MUST BE ACCOMPANIED WITH A WAIVER OF LIENS, SIGNED BY ALL 32. PIPES OR CONDUITS PLACED IN SLABS SHALL NOT HAVE AN OUTSIDE DIAMETER LARGER THAN 1/3 THE SLAB I� �....1 ' . THE CERTIFICATE OF OCCUPANCY. SUBCONTRACTORS AND MATERIAL SUPPLIERS,IN ADDITION TO THE GENERAL CONTRACTOR. THICKNESS AND SHALL NOT BE SPACED CLOSER THAN THEIR DIAMETERS ON CENTER. ALUMINUM CONDUITS j; ,Pi y '� 0, SHALL NOT BE PLACED IN CONCRETE. k1_ 8. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD. ANY DISCREPANCIES SHALL BE 46. ALL PLUMBING IS TO CONFORM TO LOCAL AND COUNTY HEALTH REQUIREMENTS. tp REPORTED TO THE ARCHITECT AND/OR ENGINEER BEFORE PROCEEDING, PRIOR TO CONSTRUCTION AND PRIOR 33. NO ALUMINUM SHALL BE CAST IN CONCRETE. T 031630 R_ TO ORDERING MATERIALS.. 47. NOTIFY ARCHITECT AND/OR ENGINEER OF ALL CHANGES. THE ARCHITECT AND/OR ENGINEER SHALL NOT BE �A��F N `?,I-t RESPONSIBLE FOR ANY CHANGES WITHOUT NOTIFICATION. 34. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO REQUIREMENTS OF THE NEW YORK STATE 9. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, BUILDING CODE,INCLUDING SUBMISSION OF CONCRETE TEST MIXES. INSPECTION APPROVALS,ETC. 48. INSTALL SMOKE AND CARBON MONOXIDE DETECTORS IN ACCORDANCE WITH ALL MUNICIPAL AND STATE CODE THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT. REQUIREMENTS. 35. ALL REINFORCING STEEL SHALL BE GRADE 60 AND SHALL CONFORM TO ASTM SPECIFICATION OF DEFORMED THE ARCHITECT IS THE AUTHOR OF THESE DRAWINGS AND AND PLAIN BILLET STEEL BARS FOR CONCRETE REINFORCEMENT, ASTM A615, STANDARD SPECIFICATION FOR RETAINS COPYRIGHT. THE OWNER SHALL BE PERMITTED TO 10. DISPOSAL OF ALL WASTE OR DEBRIS RESULTING FROM THE WORK SH PERFORMED IN A LAWFUL MANNER AS RETAIN COPIES OF THE THESE DRAWINGS FOR REFERENCE PRESCRIBED BY THE LOCAL AUTHORITY. EPDXY-COATED STEEL REINFORCING BARS, ASTM A775, STANDARD SPECIFICATION FOR FABRICATION AND RELATED TO THE OWNER'S USE OF THE PROJECT. JOBSITE HANDLING OF EPDXY-COATED STEEL REINFORCING BARS, ASTM D3963, STANDARD SECIFICATION FOR 11. CONTRACTOR SHALL ADEQUATELY BRACE AND PROTECT HIS WORK AND PROTECT ADJACENT PROPERTY FROM EPDXY-COATED STEEL WIRE AND WELDED WIRE REINFORCEMENT,ASTM A884. DETAILING OF REINFORCEMENT, LOSS OR DAMAGE DURING DEMOLITION AND CONSTRUCTION. IN THEE ENT OF SUCH LOSS OR DAMAGE, ASTM A615. DETAILING OF REINFORCING STEEL SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE CONTRACTOR SHALL MAKE SUCH REPLACEMENT AS REQUIRED. DETAILING MANUAL. 12. ALL CONSTRUCTION IS TO CONFORM TO N.Y.S.AND LOCAL BUILDING CODES. 36. REINFORCING AND WELDED WIRE MESH FOR SLAB ON GRADE SHALL BE SUPPORTED BY PRECAST CONCRETE CONCRETE NOTES CUBES OR BRICK OR CHAIRS DESIGNED FOR EARTH BEARING AT A MAXIMUM OF 4'-0" ON CENTER IN EACH 13. THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE NEW YORK STATE BUILDING CODE 2015. DIRECTION. DEPTH OF SUPPORT SHALL PROVIDE FOR 3/4" TOP COVER TO REINFORCING UNLESS OTHERWISE 1. CONCRETE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND SUBMIT FIELD SKETCHES AS MAY BE NOTED. 14. ALL FLOOR LIVE LOADS ARE IN ACCORDANCE WITH SECTION 1607 OF NEW YORK STATE BUILDING CODE 2015. REQUIRED FOR ENGINEER APPROVAL BEFORE STARTING ANY FIELD WORK. 15. THE STRUCTURE HAS BEEN DESIGNED TO WITHSTAND THE WIND PRESSURES SPECIFIED IN SECTION 1609 AND 2. CONCRETE CONTRACTOR IS TO SUPERVISE ALL MEANS AND METHODS OF CONSTRUCTION INCLUDING FORM 37. PROVIDE STANDARD BAR CHAIRS AND SPACERS AT 5'-0"CENTERS MAXIMUM,FOR ALL SLABS ABOVE GRADE. THE SEISMIC LOADS SPECIFIED IN SECTION 1613 OF THE NEW YORK STATE BUILDING CODE 2015. WORK AND PLACEMENT OF CONCRETE. 38. DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI 315. 16. THE STRUCTURE HAS BEEN DESIGNED FOR THE IN-SERVICE LOADS ONLY SUPPORT OF ANY CONSTRUCTION 3. FOR ORIENTATION OF FOOTINGS SEE PLAN. EQUIPMENT INCLUDING REINFORCING OF THE BUILDING STRUCTURE IS THE RESPONSIBILITY OF THE GENERAL 39. SPLICE TOP BARS AT MID-SPAN ONLY AND BOTTOM BARS AT SUPPORT ONLY UNLESS OTHERWISE NOTED. ALL CONTRACTOR. THE METHODS PROCEDURES AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF 4. CONCRETE FOR WALLS SHALL BE 4,000 PSI CONTROLLED STONE CONCRETE.CONCRETE FOR FOOTINGS AND PIERS REINFORCING SHALL LAP 36 BAR DIAMETERS MINIMUM AT SPLICES UNLESS OTHERWISE NOTED. THE GENERAL CONTRACTOR. SUPPORTING FORM WORK FOR ANY CONCRETE CONSTRUCTION SHALL NOT BE SHALL BE 4,000 LBS.PER SQUARE INCH CONTROLLED STONE CONCRETE.ALL CONCRETE AS PER CODE. REMOVED BEFORE THE CONCRETE HAS GAINED SUFFICIENT STRENGTH TO SAFELY SUPPORT THE DEAD AND 40. REINFORCING STEEL COVERAGE SHALL BE AS FOLLOWS(SEE SECTION 7.7,ACI 318 FOR CONDITIONS NOT NOTED) SUPERIMPOSED LOADS WHICH WOULD BE SUBSEQUENTLY APPLIED. THE GENERAL CONTRACTOR SHALL TAKE 5. ALL FOOTINGS SHALL BEAR ON SOIL WITH A MINIMUM BEARING CAPACITY OF 2 TONS/PER SQUARE FOOT LEVEL UNLESS NOTED OTHERWISE IN PLANS. ALL NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE INTEGRITY OF THE STRUCTURE AT ALL STAGES BEARING, UNLESS OTHERWISE NOTED. THE COMPLETE REMOVAL AND REPLACEMENT WITH ENGINEERED OF CONSTRUCTION. REMOVE FORM WORK AND RE-SHORE IN ACCORDANCE WITH CODE THE DESIGN AND FILL, COMPACTED TO 95% STANDARD PROCTOR DENSITY IN 6" LIFTS (INSPECTED & APPROVED BY a.FORMED WALL 2"BACKFILL SIDE.3/4"FRONT SIDE ENGINEERING OF THE BUILDING STRUCTURE REINFORCING TO SUPPORT CONSTRUCTION EQUIPMENT AND THE GEOTECHNICAL ENGINEER), IS REQUIRED WHERE ANY EXCAVATION BENEATH PROPOSED FOOTINGS OR WALLS b.FOOTING 3" DESIGN ENGINEERING OF THE FORM WORK, SHORES AND RE-SHORES,AS WELL AS ITS CONSTRUCTION, SHALL BE ENCOUNTER LOAM AND/OR FILL AS PER GEOTECHNICAL REPORT. c. SLABS ON GRADE 3/4"TOP,3"BOTTOM THE RESPONSIBILITY OF THE CONTRACTOR.ALL SUCH ENGINEERING SHALL BE PERFORMED BY A PROFESSIONAL d. STRUCTURAL SLABS 3/4" REVISIONS ENGINEER OR ARCHITECT LICENSED IN THE STATE OF NEW YORK. 6. ALL POURED CONCRETE FOOTINGS ARE TO BE REINFORCED WITH(2)#5 CONTINUOUS HORIZONTAL REBAR,U.O.N. 41. PROVIDE ADDITIONAL REINFORCING AT ALL CONCRETE WALL OPENINGS,SEE DETAILS. NO. DESCRIPTION DATE 17. STRUCTURAL MEMBERS HAVE BEEN LOCATED AND DESIGNED TO ACCOMMODATE THE MECHANICAL 7. ELEVATIONS, PLANS, PICTURES & WALL FOUNDATIONS AT ADJOINING PROPERTIES ARE FROM BEST AVAILABLE EQUIPMENT AND OPENINGS SPECIFIED BY THE MECHANICAL CONSULTANT, ANY SUBSTITUTIONS RESULTING IN INFORMATION AND NOT NECESSARILY COMPLETE AND ARE DETERMINED FROM SURVEYS AND DESIGN 42. WELDING OF REINFORCING BARS,ONLY WHEN PERMITTED BY THE STRUCTURAL ENGINEER,SHALL CONFORM TOISSUED FOR REVISION TO THE STRUCTURE SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO COORDINATE DRAWINGS,AND ARE FOR GENERAL INFORMATION ONLY AND MUST BE VERIFIED IN FIELD. THE AMERICAN WELDING SOCIETY STANDARD DIA-79;BARS SHALL CONFORM TO ASTM A706. ELECTRODES FOR 1 BUILDING PERMIT 10/16/18 WITH THE ARCHITECT AND/OR ENGINEER SHOP AND FIELD WELDING OF REINFORCEMENT BARS HALL CONFORM TO ASTM A233, CLASS E90XX. SCHEDULED 18. PRINCIPAL OPENINGS IN THE STRUCTURE ARE INDICATED ON THE CONTRACT DOCUMENTS. REFER TO THE 8. SEE ANCHOR BOLT CODE REFERENCE ON FOLLOWING SHEET FOR ANCHOR BOLT INFORMATION. OR DETAILED REINFORCEMENT SHALL NOT BE TACK WELD FOR ANY REASON. ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR SLEEVES, CURBS, INSERTS, ETC. 9. ALL REINFORCEMENT SHALL BE DEFORMED BARS OF INTERMEDI/TE GRADE NEW BILLET STEEL CONFORMING 43. DEFORMED BAR ANCHORS SHALL CONFORM TO STANDARD SPECIFICATION FOR DEFORMED STEEL WIRE FOR NOT HEREIN INDICATED. OPENINGS IN SLABS WITH A MAXIMUM SIDE DIMENSION OR DIAMETER OF 12 INCHES OR TO CURRENT REQUIREMENTS OF ASTM-A-615 GRADE 60 AND ASTM A775 UNLESS OTHERWISE NOTED. ALL LAPS CONCRETE REINFORCEMENT ASTM A496 WITH A MINIMUM YIELD STRENGTH OF 70,000 PSI. STANDARD ASTM A615 LESS SHALL NOT REQUIRE ADDITIONAL FRAMING OR REINFORCEMENT; UNLESS OTHERWISE NOTED. THE SHALL BE AS PER LAP SCHEDULE U.O.N.ALL REINFORCING SHALL BE CONTINUOUS,U.O.N. GRADE 60 REINFORCING BARS MAY NOT BE SUBSTITUTED FOR DEFORMED BAR ANCHORS UNLESS PERMITTED BY LOCATION OF SLEEVES OR OPENINGS IN STRUCTURAL MEMBERS SHALL BE SUBMITTED TO THE ARCHITECT THE STRUCTURAL ENGINEER. AND/OR ENGINEER FOR REVIEW AND VERIFICATION. 10. NO HORIZONTAL JOINTS SHALL BE PLACED IN WALLS EXCEPT WHERE SPECIFICALLY SHOWN ON DRAWINGS 19. SEE ARCHITECTURAL DRAWINGS FOR FLOOR ELEVATIONS, SLOPES AND THE LOCATION OF DEPRESSED FLOOR WITHOUT THE APPROVAL OF THE ENGINEER. 44. UNLESS OTHERWISE NOTED, THE INTERIOR SURFACE OF ALL EXISTING AND NEW FOUNDATION WALLS BLOCK OR POURED CONCRETE SHALL BE INSULATED WITH MIN. 2" RIGID INSULATION INCLUDING GALVANIZED AREAS. 11. MAXIMUM HORIZONTAL LENGTHS OF FOUNDATION WALL POUR IN ONE OPERATION SHALL BE NO MORE THAN 60 FASTENERS TO MASONRY SURFACES. 20. THE GENERAL CONTRACTOR SHALL COMPARE STRUCTURAL SECTIONS WITH ARCHITECTURAL SECTIONS AND FEET.VERTICAL JOINTS TO OCCUR BETWEEN COLUMNS. REPORT ANY DISCREPANCY TO THE ARCHITECT PRIOR TO FABRICATION OR INSTALLING STRUCTURAL MEMBERS. 12. ALL CONCRETE FOR SLAB ON GRADE, UNLESS OTHERWISE NOTED, SHALL BE 4,000 PSI CONTROLLED STONE SPECIAL CONCRETE NOTES 21. THE USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANY CONTRACTOR, SUB-CONTRACTOR, CONCRETE PROVIDED BY THE FOUNDATION CONTRACTOR WITH WELDED WIRE MESH TYPE 6X6 W1.411.4 PLACED ERECTOR,FABRICATOR, MATERIAL SUPPLIER,ETC. IN LIEU OF PREPARATION OF SHOP DRAWINGS, SIGNIFIES HIS NEAR TOP.LAP ALL MESH A MINIMUM OF 2 FULL SQUARES. I. ALL CONCRETE WORK SHALL BE INSPECTED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NEW ACCEPTANCE OF ALL INFORMATION SHOWN HERE ON AS CORRECT AND OBLIGATES HIMSELF TO ANY JOB FEET BETWEEN 13. ALL SLABS ON GRADE SHALL BE POURED IN ALTERNATE PANELS NOT EXCEEDING 800 SQUARE YORK, ENGAGED BY THE OWNER AND APPROVED BY THE ENGINEER OF RECORD AS PER NEW YORK STATE Q EXPENSE,REAL OR IMPLIED,ARISING DUE TO ANY ERRORS THAT MAY OCCUR HERE ON. KEYED CONSTRUCTION JOINTS. BUILDING CODE. A RECORD SHALL BE KEPT OF SUCH INSPECTIONS COVERING THE QUANTITY AND QUALITY OFCONCRETE MATERIALS. THE PROGRESS OF THE WOR.I:, AND MIXING OF CONCRETE AND PLACING OF THE 22. ALL CODES, COMMITTEE REPORTS, SUPPLEMENTS, SPECIFICATIONS, ETC. REFERRED TO IN THESE GENERAL 14. EXTERIOR SURFACES OF ALL FOUNDATION WALLS BELOW GRADE (EXCEPT SLAB AREAS) SHALL BE REINFORCING STEEL, THE TEMPERATURES, INCLUDING THOSE OF THE CONCRETE WHEN PLACED, AND THE NOTES, ON THE DRAWINGS OR IN THE PROJECT SPECIFICATIONS INCLUDE ALL AMENDMENTS, SUPPLEMENTS DAMPPROOFED WITH AN ELASTIC COAL TAR BASE, SELF PRIMING BITUMINOUS PLASTIC CEMENT. PROTECTION GIVEN THE CONCRETE DURING CURING. SUCH RECORDS SHALL BE KEPT ON FILE BY THE AND ADDENDA IN FORCE AT THE DATE OF THESE DOCUMENTS. INSPECTING ENGINEER DURING THE PROGRESS OF THE WORK AND FOR TWO YEARS AFTER COMPLETION OF THE 15. NO BACKFILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL ADJOINING FLOORS HAVE BEEN STRUCTURE, AND SHALL BE AVAILABLE FOR INSPECTION BY THE SUPERINTENDENT AT ALL TIMES DURING THIS 23. WHERE CONFLICT EXISTS BETWEEN THE GENERAL BUILDING CODE SPECIFIED ABOVE AND OTHER CODES, INSTALLED OR POURED AND CURED FOR SEVEN DAYS, UNLESS WALLS ARE PROPERLY AND ADEQUATELY PERIOD,AS PER NEW YORK STATE BUILDING CODE. FOUR STANDARD CYLINDERS OF ALL TEST AND INSPECTIONS PUBLICATIONS, SPECIFICATIONS AND DRAWINGS CITED HEREIN, THE REQUIREMENTS OF THE MORE STRINGENT Q TO BE BORNE BY THE OWNER. ITEM SHALL GOVERN. BRACED. 16. PROVIDE SLOTS, HOLES AND OPENINGS IN FOUNDATION WALLS ARE REQUIRED FOR ELECTRICAL AND 2. DURING THE PROGRESS OF THE WORK, SAMPLES OF CONCRETE SHALL BE TAKEN DIRECTLY FROM THE MIXER 24. ANY SUBSTITUTIONS OR ALTERNATES (DETAILS, MEMBERS, ETC.) MAY BE USED IF SUCH SUBSTITUTION OR MECHANICAL TRADES.PROVIDE ADDITIONAL REINFORCING AS SHOWN ON TYPICAL DETAIL. AND TESTED AS PER NEW YORK STATE BUILDING CODE. RECORDS OF SLUMP AIR CONTENT, TEMPERATURES, ALTERNATES ARE SUBMITTED TO THE ARCHITECT AND/OR ENGINEER FOR REVIEW AND ACCEPTANCE IS WEIGHT PER CUBIC FOOT AND COMPRESSION TEST OF CONCRETE SAMPLES SHALL BE KEPT AND FILED WITH THE GRANTED; HOWEVER, THE ARCHITECT AND BUILDING R ENGINEER SHALL BE THE SOLE JUDGE OF ACCEPTABILITY. IN 17. CONCRETE CONTRACTOR SHALL COOPERATE WITH OTHER TRADES AND WHERE REQUIRED, INSTALL ALL BETETED IN COMPRESSION IN ACCORDANCE PWITH ASTM C 9ECIMENS ARE 0CURRENT EDITION BYLDED, THREE AAN APPROVNCE ED TESTING AERS SHALL NY EVENT, THE CONTRACTOR SHALL BEE RESPONSIBLE FOR THE DESIGN OF SUCH ALTERNATES AND SUBSTITUTIONS WHICH HE PROPOSES. BUILT-IN WORK, SLEEVES,INSERTS,ETC.,AS REQUIRED FOR A COMPLETE JOB. LABORATORY. THE TEST STRENGTH SHALL BE THE AVERAGE OF THE BREAKING STRENGTHS OF THE THREE 18. SEE HOLE BORINGS FOR SOIL AND WATER TABLE INFORMATION. ACCEPTANCE CYLINDERS. THE FOURTH CYLINDER CAST SHALL BE SIMILARLY TESTED IN COMPRESSION SEVEN 25. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS OR ROOFS.LOAD SHALL NOT DAYS AFTER IT IS MOLDED. EXCEED DESIGN LIVE LOAD FOR EACH PARTICULAR LOAD. 19. SPECIAL INSPECTION OF FOUNDATION SUBGRADES SHALL BE PERFORMED AS PER THE NEW YORK STATE 3. BEFORE ANY CONCRETE WORK IS PERFORMED, A TECHNICAL REPORT SHALL BE SUBMITTED BY THE LICENSED BUILDING CODE. PROFESSIONAL ENGINEER ENGAGED BY THE OWNER AND APPROVED BY THE ENGINEER OF RECORD, STATING 26. GRADING AROUND CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO EXISTING CONTOURS. - 20. MATERIAL DESIGNATED IN THESE GENERAL NOTES, DRAWINGS OR SPECIFICATIONS AS "SELECTED FILL" SHALL THAT HE HAS ASSUMED RESPONSIBILITY FOR INSPECTION OF THE CONCRETE WORK AND WILL FILE ALL 27. PROVIDE BOILER ROOMS WITH EXTERIOR COMBUSTION AIR VENTS AS PER N.Y.S.ENERGY CONSERVATION CODE. BE SOIL OF SOIL-ROCK MIXTURE. THE MATERIAL SHALL BE CLEAN AND FREE OF DEBRIS OR ANY FOREIGN REPORTS AS REQUIRED BY THE DEPARTMENT OF BUILDING. PROJECT TITLE: 0 o SUBSTANCES. "SELECT FILL", "CONTROLLED FILL" AND/OR "ENGINEERED FILL" SHALL ALL HAVE THE SAME 4. AN ADDITIONAL THREE CYLINDERS PER 150 YARDS PER DAY FOR EACH STRENGTH OF CONCRETE SHALL BE 28. MINIMUM AREA OF WINDOWS SHALL BE 8,o OF EXTERIOR WALL AREA. VENTABLE AREA SHALL BE 4/o OF MEANING. WHERE FILL IS USED AS BACK FILL BEHIND FOUNDATION WALLS AND UNDER SLAB-ON-GRADE TAKEN FROM THE BUCKET,HOPPER OR FORMS. WHEN CONCRETE IS BEING PLACED DIRECTLY FORM THE MIXER EXTERIOR WALL AREA. CONSTRUCTION, IT SHALL BE SELECTED FILL AND SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY INnn INTO THE FORMS WITHOUT ANY INTERMEDIATE CONVEYANCE, THESE ADDITION CYLINDERS WILL NOT BE Mooney 29. ALL PLUMBING FIXTURES SHALL BE INDIVIDUALLY TRAPPED AND VENTED AS REQUIRED BY THE NEW YORK ACCORDANCE WITH ASTM D1557. A SIX INCH THICK POROUS FILL SUBGRADE AND VAPOR BARRIER SHALL BE REQUIRED. STATE CODE. CAST PIPE SHALT.CONFORM WITH LOCAL CODE REQUIREMENT'S OF THE TOWN. PLACED BELOW ALL SLABS ON GRADE AS SHOWN AND/OR SPECIFIED. Residence 30. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM SOIL,BEARING CAPACITY OF 2000 POUNDS 21. CONCRETE CONTRACTOR SHALL SUBMIT TO THE ENGINEER,AND SHALL FILE WITH THE BUILDING DEPARTMENT, PER SQUARE FOOT AND SHALL HAVE A MINIMUM OF Y-0" OF COVER. IF CONTRACTOR ENCOUNTERS POOR SOIL DRAWINGS SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NEW YORK SHOWING PROPOSED 35 Ruth Road CONDITIONS,THEN HE SHALL STOP WORK AND NOTIFY ARCHITECT. PROCEDURE,DETAILS,ETC.AS REQUIRED FOR UNDERPINNING,IF NECESSARY. MattltuCk, NY 11952 31. CONTRACTOR SHALL DISCONNECT, CAP AND REROUTE ANY EXISTING WATER, SANITARY, OR UTILITY LINES IN 22• CONCRETE STRENGTHS AND TYPES SHALL BE USED IN THE AREA'S AS SPECIFIED BELOW,U.O.N. AREA OF FOUNDATION WORK AND SHALL USE HAND EXCAVATION IN AREAS OF SUSPECTED UNDERGROUND 28 DAY MAX UTILITIES AND SERVICES. IF ANY LINES ARE BROKEN OR DAMAGED, THE CONTRACTOR WILL REPAIR AND STRENGTH AGG PROJECT NO. 1712 REPLACE SAME AT HIS OWN EXPENSE AND ARRANGE FOR PROPER INSPECTION OF HIS WORK. USAGE (psi) SIZE 32. PROVIDE FLASHING AT ALL VERTICAL/HORIZONTAL JUNCTIONS AND STEP FLASHING AT ALL JUNCTIONS a. SLAB ON GRADE 4000 S.C. I" DRAWN BY: NN / XG b.FOUNDATION AND BASEMENT WALLS 4000 S.C. 1" OCCURRING ON A SLOPE. c.PIERS 4000 S.C. 1" 33. INSULATION ON THE EXTERIOR WALLS AND CEILINGS OF ALL HEATED SPACES SHALL BE FIBERGLASS BATTS d. SLABS 4000 L.W.C. 3/4" SCALE: N.T.S. (U.O.N.), SIZE AS INDICATED ON DRAWINGS WITH A VAPOR BARRIER ON THE HEATED SIDE. PACK ALL SPACES e.RETAINING WALLS 4000 S.C. 1" AROUND WINDOWS AND DOORS WITH INSULATION. ALL INSULATION SHALL BE SIZED, LOCATED AND DRAWING TITLE: INSTALLED IN ACCORDANCE WITH N.Y.S.ENERGY CODE. 23. CONCRETE NOTED IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE SPECIFICATIONS AS SC OF STONE 34. INSULATION IN CATHEDRAL CEILINGS SHALL BE AS INDICATED ON DRAWINGS. CARE SHALL BE TAKEN TO CONCRETE SHALL HAVE NATURAL SAND FINE AGGREGATE, NORMAL WEIGHT COARSE AGGREGATES GENERAL NOTES MAINTAIN THE FREE PASSAGE OF AIR BETWEEN INSULATION AND ROOF DECK(1"MIN.AIR SPACE). CONFORMING TO ASTM C33 AND TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM C 150. 24. CONCRETE NOTED IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE SPECIFICATIONS AS LW OR LIGHT 35. ALL WALLS AND CEILINGS SHALL BE FINISHED WITH 1/2" GYPSUM BOARD EXCEPT, U.O.N. PROVIDE WEIGHT SHALL HAVE EXPANDING CLAY OR SHALE COARSE AGGREGATE CONFORMING TO ASTM C330,NATURAL WATERPROOF TYPE WALLBOARD IN AREAS OF MOISTURE AND CEMENT BACKER BOARD ALL SURFACES TO SAND AND TYPE 1 PORTLAND CEMENT CONFORMING TO ASTMII C150. LW CONCRETE SHALL NOT WEIGH LESS RECEIVE TILE. THAN 95 NOR MORE THAN 116PCF. 36. ALL INTERIOR DOORS SHALL BE STAINED GRADE (U.O.N.) SEE DOOR SCHEDULE FOR SPECIFIC SIZES. 25, CONCRETE MIXES SHALL BE PROPORTIONED TO RESULT IN CONCRETE SLUMP AT THE POINT OF DISCHARGE AS DWG. NO. CONTRACTOR TO COORDINATE HARDWARE TYPE AND FINISH WITH OWNER. FOLLOWS: 37. ALL WINDOWS SHALL HAVE DOUBLE-INSULATED GLASS, INSECT SCREEN AND EXTENSION JAMBS AS REQUIRED. a.RAMPS AND SLOPING SURFACES: 3"MAXIMUM ALL WINDOWS SHALL BE PERMANENTLY AND LEGIBLY MARKED. b.FOUNDATION CONCRETE: 3"TO 6" c.ALL OTHER CONCRETE: 3"TO 5" NAILING AND FASTENING SCHEDULE HEADER SCHEDULE NOTES FOR ANCHOR BOLT %RCHJTECTUREI EMA N WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1 ALL MATERIAL FOR WOOD FRAMING TO BE LVL LONG ISLAND REGION CODE REFERENCE P.c. WOOD FRAMING (continued) FOR ONE AND TWO STORY DWELLINGS TYPE AND SHALL HAVE A MINIMUM Fb = 2,600 PSI HIGH WIND /UPLIFT RESISTANCE natalie@niemanndesignbuild.com 631.922.4041 1. WOOD SILLS TO BE 1 (2 x 6)A.C.Q. LUMBER WITH 1/2"DIA. ANCHOR BOLTS 12" LONG MINIMUM AT 4'-0" O.C. AND JOINT DESCRIPTION NUMBER OF NAIL LVL SPANS MIN. - SPACING LUMBER SIZE 1. COMPLIANCE W/NEW YORK STATE 2015 CODE BY USING W.F.C.M. 1995 NOTE:FOUNDATION ANCHORAGE PER: 1 0 AWAY FROM CORNERS. NAILS BEARING "I MANN ,. ROOF FRAMING (2) 1 3/4"x 5 1/4" UP TO 4'-0° 211SBC(HIGH WIND EDITION)PRESCRIPTIVE DESIGN METHOD(CHAP. 3) NEW YORK STATE 2015 BUILDING CODE, SECTION R403.1.6 2. PROVIDE A CONTINUOUS COPPER TERMITE SHIELD AT THE PERIMETER OF NEW FOUNDATION WORK. 2. USE 1 1/4"X 20 ga. STL STRAPS @ EACH JOINT BETWEEN ROOF RAFTERS ®NSTRUOT[i IN 1 [M (2) 1 3/4"x 7 1/4" >4'-0"TO 5'-0" 2 1/2" TO DOUBLE TOP PLATE,SECOND FLOOR EXTERIOR WALL TO FIRST WOOD SILL PLATE SHALL BE FASTENED TO THE FOUNDATION kirk@.niemanndesignbuild.cnrn 3. ALL HEADERS TO BE SUPPORTED BY 4"x 4"POST OR EQUIVALENT,U.O.N. RAFTER TO TOP PLATE TOE-NAILED 3-81) PER RAFTER FLOOR EXTERIOR WALL,FIRST FLOOR EXTERIOR WALL TO WITH ANCHOR"J"BOLTS. BOLTS SHALL BE A MIN. 5/8" IN (2) 13/4"x 9 1/4 >51-0"TO 6f-01f 3 FOUNDATION SILL PLATE @ 16"O.C.(12"MIN. FROM CORNERS) DIAMETER AND SHALL EXTEND A MIN.OF 7"INTO MASONRY 4 CEILING JOIST TO TOP PLATE 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR OPENINGS,FLOOR OPENINGS,BATHTUBS,AND UNDER -- 3-8D PER JOIST 3. WINDOW AND DOORS TO HAVE DESIGN PRESSURE RATING OF 30 MIN. AND/OR CONCRETE,SPACED A MAX. OF 48"ON CENTER AND , : ,: (2) 1 3 4 x 11 7 8 >6-0 TO 8-0 3 4. SEE NAILING SCHEDULE AND STRAPPING DETAILS FOR ALL LOCATED WITHIN 12"FROM OUTSIDE CORNERS AND INSIDE � ALL POSTS AND PARTITIONS RUNNING PARALLEL. (TOE-NAILED) CEILING JOIST TO PARALLEL RAFTER POSTS SHALL BE 4 X 6(NOMINAL) FASTENERS. CORNERS. REFER TO SECTION R403.1.6.1 FOR ADDITIONAL N ALL RUNNING PERPENDICULAR TO JOISTS. 10-16D EACH LAP 5. PROVIDE BLOCKING UNDER ALL PARTITION WALLS �� ,;s' , ,.' :_ (FACE-NAILED) 5. RIDGE STRAPS.USE 1 1/4 X 20 GAUGE STRAP W/(7)8d,NAILS EACH CODE REQUIREMENTS.A NUT AND WASHER SHALL BE :� •,,; �`, _W: .w, 26CburChill' ..,at`t NOTE: RAFTER. TIGHTENED ON EACH BOLT TO THE PLATE.AS PER TG, CEILING JOIST LAPS OVER 6. BRIDGING TO BE EITHER SOLID OR 1 x 3,OR 18 GA CROSS BRIDGII�U,U.O.N.,NOT TO EXCEED A MAXIMUM 8'-0'O.C. 10-16D EACH LAP ALL SIZES CALLED OUT IN THE FOLLOWING DRAWINGS WILL EXCEPTION: *'_ Smith C3�Vti�l Wv Cirk. I7c3 ~:. CE TION. RIDGE STRAPS ARE NOT REQUIRED WHEN COLLAR N.Y.S.R.CODE.FOR NUMBER OF BOLTS REQ'D IN SHEAR WALL - PARTITIONS(FACE-NAILED) SUPERCEDE THIS SCHEDULE. TIES(COLLAR BEAMS)OF NOMINAL 2 X 4 LUMBER ARE LOCATED SEE TABLE 3.2A AND TABLE 3.213 PER 1995 W.F.C.M. 7. ALL NON-BEARING INTERIOR HEADERS TO BE(2)2x6,U.O.N. COLLAR TIE TO RAFTER (FACE-NAILED) 5-8D PER TIE IN THE UPPER THIRD OF THE ATTIC SPACE AND ATTACHED TO COPYRIGHT02018 8. PRE-ENGINEERED LUMBER TRUSSES SHALL BE INSTALLED AS PER MANUFACTURERS REQUIREMENTS. EACH PAIR OF RAFTERS. SPECIFICATIONS AND SHOP DRAWINGS WITH ENGINEERS SEAL SHALL BE SUBMITTED TO ENGINEER FOR BLOCKING TO RAFTER(TOE-NAILED) 2-81) EACH END APPROVAL. R=�D y 9. ALL STRUCTURAL WOOD SHALL BE KEPT 2"CLEAR FROM CHIMNEYS. RIM BOARD TO RAFTER(END-NAILED) 2-16D EACH END r 10. INTERIOR PARTITIONS ARE TO BE CONSTRUCTED OF 2 x 4 WOOD STUDS AT 16"O.C.,U.O.N. WALL FRAMING !t TOP PLATE TO TOP PLATE DOUBLE WALL STUDS DOUBLE WALL STUDS 11. ALL EXTERIOR PLYWOOD SHALL BE CDX GRADE AND SHALL BE IDENTIFIED WITH THE APPROPRIATE (FACE-NAILED) 2-16D PER FOOT ® TRADEMARK AND MEET THE REQUIRED STANDARDS OF THE AMERICAN PLYWOOD ASSOCIATION. ® I tS� TOP PLATES AT INTERSECTIONS JOINTS- ® WALL STUD q1, 031EGo 12. ALL EXTERIOR EXPOSED WOOD MEMBERS SHALL BE PRESSURE TREATED N ACCORDANCE WITH THE (FACE-NAILED) 4-16D EACH SIDE ® REQUIREMENTS OF THE AWPA STANDARDS FOR WATERBORNE PRESERVATIVE TREATMENT. ® " ® °° "OF NE�`�I'� STUD TO STUD(FACE-NAILED) 2-16D 24"O.C. ® I SUBFLOOR ® 00 12" THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT. 13, ALL WINDOW AND DOOR OPENINGS SHALL HAVE STUDS DOUBLED ON JAMBS, U.O.N. ALL DOOR AND WINDOWI THE ARCHITECT IS THE AUTHOR OF THESE DRAWINGS AND ROUGH OPENING HEADS TO BE SET AT 6'-8"A.F.F,U.O.N. HEADER TO HEADER 16"O.C. ( SUBFLOOR 00 END RETAINS COPYRIGHT. THE OWNER SHALL BE PERMITTED TO (FACE NAILED) 16D ALONG EDGES ®I "SIMPSON STRONG LENGTH RETAIN COPIES OF THE THESE DRAWINGS FOR REFERENCE 6' 14. PROVIDE -8"MINIMUM HEAD CLEARANCE ABOVE STAIRS AS PER N.Y.S.BUILDING CODE. TIE"GALV. METAL 00 RELATED TO THE OWNER'S USE OF THE PROJECT. TOP OR BOTTOM PLATE TO STUD ® ®GALV. METAL 3-16D PER STUD SIMPSON STRONG SOLE PLATE HOLDOWN NO. PHD °° ® I 15. ALL WOOD SHEATHING ON EXTERIOR WALLS AND ROOF SHALL BE COVERED WITH ONE LAYER OF 15# (END-NAILED) TIE" I ° WATERPROOF BUILDING PAPER. BOTTOM PLATE TO FLOOR JOIST, ® HOLDOWN NO, HDU °° BANDJOIST,ENDJOIST OR BLOCKING 2-16D PER FOOT e = SOLE PLATE 16. METAL JOIST HANGERS, ETC. TO BE BY AN APPROVED MANUFACTURER FOR FLUSH STRUCTURAL FRAMING. (FACE-NAILED) I SILL PLATE ° WHEN IN CONTACT WITH A.C.Q.USE NEW DOUBLE DIP GALVANIZED FRAMING HARDWARE. FLOOR FRAMING 36"-42" 17. FRAMING CONNECTIONS FROM EXTERIOR WALL TO ROOF TRUSSES ARE TO BE TIED WITH FRAME CONNECTIONS. JOIST TO SILL,TOP PLATE OF GIRDER CUT (TOE-NAILED) 4-8D PER JOIST LENGTH 18. ROOF TRUSSES ARE NOT TO BE EXPOSED TO WEATHER WHERE POSSIBLE. IF ROOF TRUSSES ARE EXPOSED FOR "SIMPSON STRONG TIE" LONG PERIODS TO WEATHERING THE GUSSET PLATES ARE TO BE PAINTED WITH RUSTOLEUM COAL-TAR EPDXY BRIDGING TO JOIST(TOE-NAILED) 2-8D EACH END GALV. METAL COUPLING CLEAR OR APPROVED EQUAL. SPAN 19. PROVIDE FIRESTOPPNG AT ALL REQUIRED AREAS AS PER N.Y.S.BUILDING CODE. BLOCKING TO JOIST(TOE-NAILED) 2-8D EACH END .e 20. ALL BEAMS MUST HAVE SOLID BEARING TO FOUNDATION(REFER TO CONSTRUCTION DETAILS). BLOCKING TO SILL OR TOP PLATE SUBFLOOR RIM 3-16D EACH BLOCK JOIST (TOE-NAILED) 21. ALL HEADERS EXCEEDING 5'-0" SHALL HAVE DOUBLE JACK STUD WITH A DOUBLE KING STUD AND DOUBLE SILL LEDGER STRIM TO BEAM RIM JOIST PLATE. (FACE-NAILED) 3-16D EACH JOIST "SIMPSON STRONG TIE" GALV. METAL COUPLING 22. ALL JOIST, HEADER, GIRDER AND RAFTER SIZING IS BASED ON DOUGLAS FIR-LARCH No.2 (OR BETTER)W/AN Fb JOIST ON LEDGER TO BEAM 13-81) PER JOIST DOUBLE TOP PLATE ° OF 900 AND AN E OF 1,600,000 (AS PER WESTERN WOOD PRODUCTS ASSOCIATION SPAN TABLES). (TOE-NAILED) 12" 23. 'ACQ' DESIGNATION REFERS TO CURRENT ARSENIC-FREE TREATED WOOD STANDARDS AND SHALL TAKE THE BAND JOIST TO JOIST 3-16D PER JOIST SILL PLATE DOUBLE WALL DOUBLE °° END PLACE OF'CCA'. (END-NAILED) ° STUDS REVISIONS ANCHOR BOLT TOP PLATE LENGTH BAND JOIST TO SILL OF TOP PLATEN - 216D PER FOOT o NO. DESCRIPTION DATE 24. NY STATE BUILDING CODE R718.2.2: CONCEALED WALL SPACES. FIREBLOCK G SHALL BE PROVIDED IN (END-NAILED) a ® ° CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND ROOF SHEATHING FOUNDATION WALL PROVIDE MINIMUM 1" 1 ISSUED FOR 10/16/18 8"EDGE ° FLOOR.LEVELS AND AT 10-FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL END DISTANCE o BUILDING PERMIT / '. ° � 25. PROVIDE ALL BLOCKING AND SUPPORTS AS REQUIRED FOR FRAMING OF NEW AND EXISTING AREAS. INSTALL STRUCTURAL PANELS 8D 12"FIELD NOTE: °o ® AND REMOVE (AFTER COMPLETION) ALL TEMPORARY SUPPORTS, HEADERS AND DUST SCREENS TO GABLE ENDWALL RAKE/OVERHANGS 4"EDGE/ PROVIDE HOLDOWNS ® WALL STUD ADEQUATELY SUSTAIN ALL LOADS AND PROTECT EXISTING WORK FROM DAMAGES OF ANY KIND, INCLUDING 8D WITHIN 32"OF EACH ® ® � SIMPSON STRONG TIE" DUST. (TABLE 3.8) 4 FIELD GALV. METAL STRAP NO. DIAGONAL BOARD SHEATHING CORNER OF BLDG. CS20 26, FLASH,CAULK,AND SEAL ALL JUNCTIONS OF NEW AND EXISTING ROOFS, WALLS,AND PENETRATiONS TO FORM 1 X 6 OR 1 X 8 2-8D PER SUPPORT A WATER TIGHT ASSEMBLY. ALL FLASHING TO BE 16 OUNCE COPPER SHEATHING AND EXTEND AT LEAST 8" DIAGONAL BOARD SHEATHING ABOVE INTERSECTING SURFACES. I XIO OR WIDER 3-81) PER SUPPORT A FLOOR-TO-FOUND. TIE DOWN DETAIL B FLOOR-TO-FLOOR TIE DOWN DETAIL c FLOOR-TO-FLOOR STRAP DETAIL 27. TECO CONNECTIONS REQUIRED AT ALL FLUSH STRUCTURAL LOAD CARRYING CONDITIONS. CEILING SHEATHING qL-V Scale:NTST1.3 T1.3 Scale:NTS Scale:NTS EDGE/ GYPSUM WALLBOARD 5D COOLERS ]7"" FIELD STRU 11TURAL STEEL WALL SHEATHING 1. STRUCTURAL STEEL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE LATEST STRUCTURAL PANELS 8D 6"EDGE/ NOTE: AISC"ALLOWABLE STRENGTH DESIGN(ASD)SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS". 12"FIELD PROVIDE GALV. METAL FIBERBOARD PANELS 3"EDGE/ STRAP CONNECTION AT o ° 2. ALL STRUCTURAL TUBING SHALL BE A500 GRADE B MATERIAL. BASE PLATES SHALL BE A-36 AND ALL OTHER 7/16" 6D 6"FIELD GABLE-END WALL. °o° o op STRUCTURAL STEEL SHALL BE A992 MATERIAL U.O.N. FIBERBOARD PANELS 3"EDGE/ ° 3. ALL BEAMS AND GIRDERS SHALL BE PROVIDED WITH FLEXIBLE SHEAR CONNECTIONS EQUAL IN VALUE TO THE 25/32 8D 6"FIELD o 0 0 LOADS SHOWN ON THE AISC SAFE LOAD TABLES PLUS THE PERCENTAGE LISTED BELOW, UNLESS OTHERWISE GYPSUM WALLBOARD 5D COOLERS 7"EDGE/ 0 NOTED. 10"FIELD DOUBLE TOP DOUBLE TOP DOUBLE TOP ° 0 a.ALL BEAMS WITHOUT STUD SHEAR CONNECTORS =+35% 6"EDGE/ PLATE PLATE ° ° PLATE b.ALL GIRDERS WITHOUT STUD SHEAR CONNECTORS =+35410 HARDBOARD 8D 12"FIELD ° ° c.ALL BEAMS WITH STUD SHEAR CONNECTORS =+65% RAFTER RAFTER d.ALL GIRDERS WITH STUD SHEAR CONNECTORS =+65% PARTICLEBOARD PANELS 8D (SEE MANUF.) "SIMPSON STRONG TIE" "SSTRTRAP NO. SP4 "SIMPSON THESE REQUIREMENTS SHALL BE ADJUSTED AS NECESSARY FOR MEMBERS THAT SUPPORT OTHER BEAMS. THIS DIAGONAL BOARD SHEATHING AT EACH WALL STUD STRONG TIE" NO. H2 PROVISION MAY BE REDUCED ONLY WHERE SPECIFICALLY PERMITTED BY THE STRUCTURAL ENGINEER. 2-8D PER SUPPORT o 1 X 6 OR 1 X 8 CONNECTOR CONNECTIONS SHALL BE DESIGNED TO DEVELOP A MINIMUM END REACTION OF 6.0 KIPS.USE A MINIMUM OF 2 BOLTS TIE" N . H STRONG TIE" NO. H2.5 NOTE: FOR ALL BOLTED CONNECTIONS. DIAGONAL BOARD SHEATHING 3-8D PER SUPPORT ° (3)1Odxl 1/2" NAILS PROVIDE THIS CONNECTION 1 X10 OR WIDER EACH SIDE OF STUD WALL STUD CONNECTOR 4. THE USE OF THE CUTTING TORCH IN THE FIELD WILL NOT BE PERMITTED. FLOOR SHEATHING WHEN STUDS DO NOT ALIGN WALL STUD DIRECTLY WITH ROOF 5. ENDS OF BEAMS AND WEBS SHALL BE REINFORCED WHERE CUTS OR COPES REDUCE STRENGTH BELOW STRUCTURAL PANELS 6"EDGE/ RAFTERS. REQUIRED VALUES. V OR LESS 8D 12"FIELD PROJECT TITLE: 6"FIELD 6. WHERE MILLED STIFFENERS ARE REQUIRED, THERE SHALL BE NO WELD PLACED AT THE MILLED SURFACES GREATER THAN 1"STRUCTURAL PANELS IOD 6"EDGE/ (EXCEPT FOR TACK WELDS OR WHERE SHOWN OTHERWISE). NO WELD SHALL BE PLACED IN CLIPPED CORNERS D TOP PLATE-TO-STUD DETAIL E RAFTER-TO-TOP PLATE DETAIL F RAFTER-TO-TOP PLATE DETAIL M®®Ile' OF STIFFENERS. DIAGONAL BOARD SHEATHING 2-8D PER SUPPORT T1.3 T1.3 y 1 X 6 OR 1 X 8 Scale:NTS Scale:NTS T1°3 Scale:NTS 7. ALL w'ELDNG SHALL BE SUBJECT TO INSPECTION AND SHALL BE IN ACCORDANCE WITH THE LATEST MANUALS DIAGONAL BOARD SHEATHING Residence THEAMERICAN WELDING SOCIETY.NO WELD SHALL START UNLESS AN INSPECTOR ENGAGED BY THE OWNER 1 X10 OR WIDER 3-8D PER SUPPORT IS PRESENT(N THE SHOP AND N THE FIELD). SHOP DRAWINGS APPROVED BY THE STRUCTURAL ENGINEER WITH 35 Ruth Road HIS STAMP OF APPROVAL OR AS NOTED SHALL BE PROVIDED TO THE INSPECTION AGENCY. ALL WELDING IS TO NOTES: BE DONE BY WELDERS LICENSED IN ACCORDANCE WITH ALL REQUIREMENTS OF THE NEW YORK STATE SIMSTRONG NO. C 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING TIE" NO. S20 Mattituck� NY 11952 BUILDING CODE,AND THE RULES AND REGULATIONS OF THE BOARD OF STANDARDS AND APPEALS. NAILED 6"O.C.AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED CONNECTOR AT EA. 8. WHERE STEEL MEMBERS ARE REQUIRED TO BE SPLICED AND/OR WHERE NOTED M.C. ON DRAWINGS, THE 3"O.C.AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, RAFTER 12" CONNECTION SHALL BE MADE TO DEVELOP THE FULL STRENGTH OF THE SECTION. SUCH CONNECTIONS SHALL NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE NOT INTERFERE WITH ANY ARCHITECTURAL OR MECHANICAL CLEARANCES. DOUBLED,OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, PROJECT NO. 1712 SHALL BE USED TO MAINTAIN THE LOAD PATH. 9. SUBMIT SHOP DRAWINGS, ERECTION PLANS, WORK PROCEDURES, AND QUALIFICATIONS TO THE STRUCTURAL / ie 12 RIDGE BEAM DRAWN BY: NN / XG ENGINEER FOR APPROVAL. 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE e s SCALE: N.T.S. 10. FULL PENETRATION GROOVE WELDS ARE TO BE ULTRASONICALLY TESTED. PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. a e ALLOWABLE DEFLECTION e 11. ALL CONNECTIONS USNC HIGH STRENGTH BOLTS SHALL BE TESTED BY OWNERS TESTING LAB. 3. CORROSION RESISTANT 11 GAUGE ROOFING NAILS AND 16 GAGE "SIMPSON OF STRUCTURAL MEMBERS DRAWING TITLE: STAPLES ARE PERMITTED,CHECK IBC FOR ADDITIONAL RAFTER STRONG TIE" NO. TABLE RR301.6 12. H.S. BOLTS OR WELD SHALL BE USED IN THE FOLLOWING LOCATIONS: CANTILEVERED MEMBERS (EACH SIDE), REQUIREMENTS. LSSU GENERAL NOTE, MEMBERS NOTED M.C., AT MEMBERS SUPPORTING MACHINERY OR OTHER MECHANICAL EQUIPMENT, AT ALL HANGER, POST, STRUT AND COLUMN CONNECTIONS, AT MEMBERS FRAMING TO COLUMNS AND WITHIN Y-0" OF RIDGE BOARD CONNECTOR AT STRUCTURAL MEMBER ALLOW. COLUMNS. DESIGN LOAD CRITERIA EA. RAFTER DEFLECT. DETAILS & RAFTERS HAVING SLOPES GREATER THAN 3/12 SCHEDULES 13. WHERE A307 BOLTS ARE USED, THREADS SHALL BE DISTORTED AFTER INSTALLATION TO PREVENT NUTS FROM (in psf) WITH NO FINISHED CEILING ATTACHED TO RAFTERS L/180 BACKING OFF. 14. ALL STEEL IS TO BE ERECTED WITH NATURAL CAMBER UNLESS OTHERWISE NOTED; KEEP ENDS OF ALL LOCATION LIVE DEAD RAFTER INTERIOR WALLS&PARTITIONS H/180 CANTILEVERS UP AS NOTED ON DRAWINGS. LOAD LOAD FLOORS&PLASTERED CEILINGS L/360 DWG. NO. ROOF 30 15 ALL OTHER STRUCTURAL MEMBERS L/240 15. STRUCTURAL MEMBERS TO BE PAINTED WITH THE FOLLOWING PRIMER; "10-99 TNEMEC PRIMER" MODIFIED ATTIC 20 10 / ALKYD RUST INHIBITIVE PRIMER,TNEMEC CO.,INC.OR APPROVED EQUAL.(DRY FILM THICKNESS 2.9 TO 3.5 MILS). EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H.360 SECOND FLOOR 30 10 G RAFTER-TIO-RAFTER DETAIL H RAFTER-TO-RIDGE BEAM DETAIL EXTERIOR WALLS-WIND LOADS WITH BRITTLE FINISHES L/240 FIRST FLOOR 40 10 T1.3 Scale:NTS T1.3 Scale:NTS EXTERIOR WALLS-WIND LOADS WITH FLEXIBLE FINISHES L/120 1EEI IAN{ ECTUM Pic. natalieCniemanndesignbuild.com _ 1 GENERAL FOUNDATION NOTES: 1. CONTRACTOR TO VERIFY EXISTING FIELD CONDITIONS 631.922.4041 A2.2 PRIOR TO COMMENCEMENT OF WORK. 2. CONTRACTOR TO COORDINATE INSTALLATION OF ALL INSTRUCTION,. » * PLUMBING LINES THAT ARE BELOW THE SLAB& COORDINATE REQUIRED INSPECTIONS PRIOR TO kirk@niemangdesignbuild.coii POURING THE CONCRETE SLAB. 631, 4$,404$ 3. CONTRACTOR TO PROVIDE ALL REQUIRED SLEEVES THROUGH NEW FOUNDATION AS REQ'D FOR UTILITIES :; ....,' WHETHER OR NOT SHOWN ON THE DRAWINGS. — — — — — — — — — — — — — — — — — — — — — — — — — —— „ . 4. ALL CONCRETE TO BE 4 000 PSI U.O.N. . . >, •. 1 � 7$7.,.. I .. r-IN , ,;; t•Y11t�2 - - - - - - - - - - - - - - - - - - - - - - - - --, �':.. A3.1 N I Q/ COPYRIGHT02018 SLAB ON GRADE I I 32'-0" (UNEXCAVATED) N/F " 4POURED CONCRETE SLAB W/ I 6X6 10/10 WWM REINFORCING I I h N I ( OVER 6 MIL.VAPOR BARRIER OVER COMPACTED FILL L— - - — — - - - - - - - - - - - - - - - - - - - - - - - - - - - 9TF NOTE:CONCRETE SLAB IN — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - X31630 GARAGE TO BE 4,000 PSI I 'I` I : i OF NEw I I THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT. THE ARCHITECT IS THE AUTHOR OF THESE DRAWINGS AND r I I I RETAINS COPYRIGHT THE OWNER SHALL BE PERMITTED TO RETAIN COPIES OF THE THESE DRAWINGS FOR REFERENCE SAWCUT CONTROL RELATED TO THE OWNER'S USE OF THE PROJECT. JOINT IN CONC.SLAB LOWER FOUNDATION WALL TO RECEIVE I PROVIDE 1/8"PER I .; GARAGE DOOR, FOOT SLAB PITCH SLAB ON GRADE I . TYPICAL @ 2 DOORS I :f I (UNEXCAVATED) " I POURED CONCRETE SLAB W/ 6X6 10110 WWM REINFORCING I CONCRETE STEP FOOTING, ' I OVER COMPACTED FILL 2'-0"LENGTH x 1'-0"HEIGHT, I I N I � CONTRACTOR TO FIELD I ��- I I ,• I VERIFY CONDITIONS N I I I I I I ai TYPICAL FOUNDATION: �' I L •—s — — — — — — J 8"POURED CONCRETE - - - -� r - - - - - - - - - -1 r - - - - - -- FOUNDATION WALL W/ 2x4 KEYWAY AND 3'-0" 11'-10" 7'-3" 18'-2" 12'-9" CONTINUOUS 12"x 18" POURED CONCRETE o I I I SLAB ON GRADE(UNEXCAVATED) FOOTING 10'-0" I POURED CONCRETE SLAB W/6X6 10/10 - - - - - - - - - - - - - - - - - - - - - - - - I .:. I REVISIONS WWM REINFORCING OVER 6 MIL.VAPOR BARRIER OVER COMPACTED FILL I o I .. _ ATE - - - - - - - -� _ _ _jL — — — — — — — — — — — — J - - - - - `' I- - - - - - - - - - - - - - - - - - - - - -� L _N - - I I NO. DESCRIPTION D .. .,. 3 I I — - - - - - - - - � :+ .:• ISSUED F .' OR 'r'• 1 10/16/18 . •,r-. - - -- J L - - - - - - - - - - - - - — I BUILDING PERMIT 3 �N 3-8 NFINISHED BASEME � T .: • , ' o 4"POURED CONCRETE SLAB W/6X6 10/ O 0 WWM REINFORCING OVER 6 MIL.VAPOR I I 8'POUREDTYPICAL OONDRE ON: BARRIER OVER COMPACTED FILL FOUNDATION WALL W/ °O 2x4 KEYWAY AND CONTINUOUS 12"x 18" CONCRETE PIER AND 0o `-�-' I "' I POURED CONCRETE ' I FOOTING TO SUPPORT O FOOTING TO SUPPORT I I CONCRETE PIER AND FOOTING ♦ `' I ENDS OF LVL BEAM,T.O. ti 4"0 LALLY COLUMN ENDS OF LVL BEAM T.O. . 2'-0" 6'-0" I PIER TO BE-12 5/8"FROM CENTERED ON PIER TO BE-12 5/8"FROM I . T.O.FOUNDATION WALL 24"x24"x18"DEEP T.O.FOUNDATION WALL I I — — — — FOOTING,TYP. — r- —I r -, (3) 13/4"x 117/8"LVL _ — DROPPED BEAM F I N o I �--� -I - --I-e- I- - --e-�- - - - -I -E) - f- a-�-- - I b 2 - � F-r-� Be I }j L_J L_ J L_J L_J L _J L_J f " I N A2.2 2 Vl I 3 I 81_A911 p,_A 9 II pl_A 91I pl_49 II 9 I, _ 9 I, 9 II I - �.' I 04416 016 O 16 O 16 8416 8416 8-4-16 A2.1 I I I , r • J. I I I 3,_61, I I ► } NOTE: — — — L; I ENDS OF LVL BEAM TO BEAR ON TOP x AREAWELL: o OF PIER AND TO BE WRAPPED W/30# O �? r _ _ —_ O 8"POURED CONC. r FELT PAPER OR EQUAL,PROVIDE O _ — — I = I CHEEK WALL,TYP. a 0o I I I ACQ PLYWOOD SHIMS AS REQUIRED ° I 2 LOCATIONS TYP. I *. I � 77 4'-11" 3'-4" I I N °° PROJECT TITLE: 2 I Mooney r . . r.. II — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ——— — — — — — — I 1 102,1 �o a I 3'-8" Residence 34'-421, "' I 35 Ruth Road = '- 1" I — — — — — — — — — — — � I M c NY 11952 IN 6 72 ., attitu k, SLAB ON GRADE I - - - - - - - - (UNEXCAVATED) I L - - - - - - - - - - -I - - -I 4"POURED CONCRETE SLAB W/ PROJECT NO. 1712 6X610/10WWM REINFORCING - - - - - - - - - - - - - - - - - OVER COMPACTED FILL 12'-102" 12'-9" I I o DRAWN BY: KN / NN , I �.—I SCALE: AS NOTED i �; L - - - J ` � - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - -- - - - - - - - � `" � - - - - - - - - - � L — — — — — — — — — — — — I J . . . :. N z DRAWING TITLE ♦ ...•. • , - - - - - - - - - - - - - - - - - - - - - - - - - PROPOSED 11'-1111, 11, 9-11211 „ 11-62" 2,_01, FOUNDATION DATION 2'-01, 4,_01, ,1 2 ,I 91.3„ „ 11-112 66'-0" PLAN i FOUNDATION PLAN 1 DWG. NO. A1,0 SCALE: 1/4" = 1'-0" A2.1 IEMANN CHITECTURE�p.c. natalie@niemanndesignbuild.com A2.2631.922,4041 GENERAL PLAN NOTES: 211-011 32t-O" WALLS&PARTITIONS .11EMAMN 1. ALL EXTERIOR WALLS TO BE 2x6 STUDS @ 16"O.C.,U.O.N. 161-5" 4'-7 ONS S TO BE 2x4 STUDS @ TIRUCIT10 2. ALL INTERIOR WALLS&PARTITIONS 16"O.C.,U.O.N. 1drkCamieni a ndesignbuilaxom' 631.748.4048 :, 3. ALL PLUMBING PARTITIONS AT TOILETS TO BE 2x6 STUDS 0a 16"O.C.,U.O.N. 4. ALL INTERIOR PARTITIONS W/6x6 POSTS WITHIN SAID N UILO.. NNITIA PARTITIONS TO BE 2x6 STUDS 16"O.C. U.O.N. 5. ALL INTERIOR PARTITIONS TO BE 2x6 STUDS AT POCKET Ct DOOR LOCATIONS. DN IR A3.1 COPYRIGHT 02018 LEGEND: MISCELLANEOUS ED Arc N SYMBOL DESCRIPTION 2x12ROOF RAFTERS, DUPLEX OUTLET,MOUNTED 18"A.F.F.,U.O.N. @ 16"O.C. ALL OUTLETS IN WET LOCATIONS,KITCHEN& 2x12 CEILING JOISTS BATHROOMS TO BE GFCI MOUNTED 45"A.F.F. 16"O.C. DN IR 31630 DEDICATED OUTLET,MOUNTING HEIGHT TO N BE COORDINATED WITH APPLIANCE SPECS. 2-CAR 1�1 IQL- GARAGE C I THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT. THE ARCHITECT IS THE AUTHOR OF THESE DRAWINGS AND SMOKE ALARM;CONTRACTOR TO PROVIDE RETAINS COPYRIGHT. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES OF THE THESE DRAWINGS FOR REFERENCE SO INTERCONNECTION OF ALL SMOKE ALARMS RELATED TO THE OWNER'S USE OF THE PROJECT. AS REQUIRED BY THE ICC 2015 CODE(R314). COMBINATION CARBON MONOXIDE AND PROVIDE 1/8"PER REAR CS SMOKE ALARM;CONTRACTOR TO PROVIDE 12 FOOT SLAB PITCH PATIO INTERCONNECTION OF ALARMS AS REQUIRED DN BY THE ICC 2015 CODE(R315). IR NOTE: CONTRACTOR TO PROVIDE COMBINATION CARBON 9 MONOXIDE AND SMOKE ALARM IN ATTIC SPACE. Fq 31-011 DN 2R T-31t DN 121-9" 11 IR SIDE 7 51-11 31-6'1 5'-911 EQ. 3'-6" EQ. DN ENTRANCE CL 6 I R III Q 41-0" REVISIONS NO. DESCRIPTION 9'-52" 2),6 WALL ISSUED FOR BUILDING PERMIT 10/16/18 MUD RM I; 36"OVEN IV 1 SITTING I STACKABLE 0 I KITCHEN 0 j ROOM WASHER/ 60 DRYER LIVING 2 ROOM L A2.1 tf-): In V) D, J Q 71 -- 2x6 WALL Z N O O 00 DEN -O'f 6'-011 9 1/2 BATH 2tv 2x6 W L Ilk F- U:S 2 (D (3) 13/4"x 9 1/2'LV FLUSH BEA 1 (3) 13/4"x 9 1/2 LVL FLUSH BEAM 1 (3) 13/411 x 9 1/2"LVL FLUSH BEAM Cv 00 2'-71" 2 41- 71-611 6 lo 9-2L 41-011 2 13'-102" .0 DN 3R A2.2 2x6 WALL -111 MASTER 0 BEDROOM10 DN 14R 2x6 WALL 21-6" DGL 2x6 WALL DINING @) ROOM o71-01' BEDROOM FULL BATH #1 7 CL N in MASTER 4 V') 11'-34" 15'- -L 4 61 4" BATH PROJECT TITLE: L _(3) 13/4 x 11 7/8 CL. krl 8fl: DZ�;t LVL FLUSH (3) 1 3/4"x 11 7/ BEAM VL FLUSH n . BEAM T Moon 6 20'-011 ey -72" 4'-1 04L 4 " FOYER • II — — Residence 34'-42" CL UP 14R L (D (D 35 Ruth Road 91 lo Mattituck, NY 11952 5'-2" T-7- EQ. EQ. (5 e PROJECT NO. 1712 FRONT 12'-102" 1 121-9" DRAWN BY: PORCH KN NN FIE] a a a a DN 1R0 SCALE: AS NOTED DRAWING TITLE: 12'-71 12'-71-" PROPOSED -3„ 5f-I" 2 10'-7 12'-7 10 1-3 FIRST 66'-0v' FLOOR PLAN DWG. NO. FIRST FLOOR PLAN ��l SCALE: 1/411 = if-Ofl "E RCHMECTURE, Px natalie@niemanndesignbuild.com 631.922.4041 GENERAL PLAN NOTES: t 0vtAm oNSTRUC'I"ION,im . WALLS&PARTITIONS kirli@'memanndesignbuild.coin 1. ALL EXTERIOR WALLS TO BE 2x6 STUDS @ 16"O.C.,U.O.N. 631.748.4040 2. ALL INTERIOR WALLS&PARTITIONS TO BE 2x4 STUDS @ 1 U.O.N. ww i 3. ALL PLUMBING PARTITIONS AT TOILETS TO BE 2x6 STUDS A2.2 WOESAGN /.ISllfl< @ 16 O.C.,U.O.N. 4. ALL INTERIOR PARTITIONS W/6x6 POSTS WITHIN SAID '' x426 Cfi�rcbfllzAxie:: PARTITIONS TO BE 2x6 STUDS @ 16"O.C.,U.O.N. — —— —— -I-— — —— — k s_�a 5. ALL INTERIOR PARTITIONS TO BE 2x6 STUDS AT POCKET 1 2CCYW1I�:NW �tYQP :;' DOOR LOCATIONS. COPYRIGHT02018 'C;�J: �D ARC' LEGEND: MISCELLANEOUS i G�5�P,�+E NlF�'y%� SYMBOL DESCRIPTION DUPLEX OUTLET,MOUNTED 18"A.F,F.,U.O.N. I �� Q' ALL OUTLETS IN WET LOCATIONS,KITCHEN& X31630 n BATHROOMS TO BE GFCI MOUNTED 45"A.F.F. � I '9j� p `SOF ra�vy DEDICATED OUTLET,MOUNTING HEIGHT TO THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT. BE COORDINATED WITH APPLIANCE SPECS. 2-CAR THE ARCHITECT IS THE AUTHOR OF THESE DRAWINGS AND RETAINS COPYRIGHT. THE OWNER SHALL BE PERMITTED TO GARAGE RETAIN COPIES OF THE THESE DRAWINGS FOR REFERENCE BELLOW RELATED TO THE OWNER'S USE OF THE PROJECT. SMOKE ALARM;CONTRACTOR TO PROVIDE SO INTERCONNECTION OF ALL SMOKE ALARMS i AS REQUIRED BY THE ICC 2015 CODE(R314). COMBINATION CARBON MONOXIDE AND CS SMOKE ALARM;CONTRACTOR TO PROVIDE INTERCONNECTION OF ALARMS AS REQUIRED BY THE ICC 2015 CODE(R315). NOTE: CONTRACTOR TO PROVIDE COMBINATION CARBON MONOXIDE AND SMOKE ALARM IN ATTIC SPACE. I I — —— — — — — —— 12'-9" II II5'_72v 3,_52 2 „ 3,_51„ 5,_,2„ II II1 3I I 1 I I 3 ® ® ® ® A3.1 REVISIONS 15'-104' 8'_12., 5'_04.. © © I IO © N NO. DESCRIPTION DATE s. ISSUED FOR 1T-3" 1 BUILDING PERMIT 10/16/18 18'-102" o 2'-92" — ———— — — — — — �!� BEDROOM `^b� o BEDROOM #2 - #3 s CL. o UNFINISHED O UNFINISHED ATTIC ATTIC 2 SPACE O SPACE V-1 CL N 01N. -.1 V— – A k E. a 2 0 N 6 O N © 3 O cs HALLWAY o �;� � V2.2 514° 5'_911 61 _21 1 3' 6" DN 14 III BEDROOM �* ——_-—Jl DED M8t ® FULL - - - -- - - - -- BATH#2 2x6 WALL PROJECT TITLE: 15'-1 2'-82" O I - I Mooney ® Residence 1„O O 1„ 1„ 35 Ruth Road 4'-62” ® 3, 52.,® 3—52 B B 4—62 7-92 261-3111 ol Mattituck, NY 11952 I PROJECT NO. 1712 DRAWN BY: KN / NN I SCALE: AS NOTED I DRAWING TITLE: PROPOSED SECOND 1 FLOOR PLAN A2.1 DWG. NO. 1 SECOND FLOOR PLAN A1.2 SCALE: 1/4" = 1'-0" RCFIITECTURE,P.c. natalie@niemanndesignbuild.com 631.922.4041 IANN Q►MNSTRUOT"ION, Idikod iilemanl tdesignbuild.coin 1 631.748:4048 GENERAL ROOF CONSTRUCTION A2.2 • GAF"SLATELINE"ASPHALT ROOFpESR0+NI M ..J 13UIL II�N1�.1,i��(`1 LE R APPROVED EQUAL • 30 LB.WATERPROOF BUILDING PAPER •:. „.: �:.. y: • 3/4"CDX PLYWOOD SHEATHING ` ' ? ,: ';;;:::, ; > '2Ghiichill l tai ` • 2x10 ROOF RAFTERS 16"O.C., U.O.N. t k - - - - - - - - - - - - - @ Srnittc� n ., � . ,;Nei vrk 177 ; I � - - - - - - - - - --- — - - -- -- - - - - - -� I • 2x10 RIDGE BOARDS, U.O.N. COPYRIGHT©2018 • FLASHING&COUNTERFLASHING AT ALL ROOF INTERSECTIONS • ALUMINUM GUTTER(TO PITCH TO LEADERS); LOCATIONS TO BE DETERMINED. LEADERS TO CONNECTTO ED A UNDERGROUND DRYWELLS, REER TO S TE RAW NGS ��LlE lV1F� �s n I I � fl T 1.3 �3163fJ Q`4 Fay NEli THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT. q1,3 I I THE ARCHITECT IS THE AUTHOR OF THESE DRAWINGS AND RETAINS COPYRIGHT. THE OWNER SHALL BE PERMITTED TO TYP, I I RETAIN COPIES OF THE THESE DRAWINGS FOR REFERENCE RELATED TO THE OWNER'S USE OF THE PROJECT. II o II l i p 8.5:12 2 8.5:12 � LL � II � II II II I F II � I T1.3 I I I II II II II II it �L - - - - - - - - - -- - - - - - - - - - - - - - JJ - - - - - - - - - - - - - - - - - II II SLOPE OF THIS ROOF TO BE E FIELD VERIFIED.TOP OF RIDGE F V.I.F.:12 V.I.F.:12 I I TO ALIGN WITH ADJACENT ROOF o I I — — — — — — — — — — — A3.1 REVISIONS —I I II I I I �I N1O. DESCRIPTION DATE — — — — — — - - - - - - N - - _— ISSUED FOR 10/16/1 8F — r 7 WILDING PERMITr- - - - � I 00 II II II I I II II II II II —_— —, p 8.5:12 u- 0 II I II 7: I 2 y I I r -1 I ~ I I M III ~ T13 T ROOF RIDGE YP. I I� --- II -- - -_ II II = _ _ _ _ _ _ _ �I I ROOF RIDGE -- -— — -- ----- _ I I 2 III III A2.2 I II II Lr I � I I II II II II W �-� II 9 II I II II I I o j l I I 10:12 2 10:12 I I � � I II II I II I II f- - j G 10:12 10:12 T 1.3IN> o I PROJECT TITLE: TYP. J l L 3.5:12 I I {� I i lk> ;: I I " I I I I , Mooney L_ - - / —i �L_ – – � = - - - - - L - - - J L- - - - - - - - - - -- I- - - -i �- - - - -- -. � - -- -� ; == --_ - = _ - - - - - - - -- -- - - - - - - - - -- - - - - ,� ., - - -- - - - - EET=- - I �/ Residence 35 Ruth Road / _ I Mattituck, NY 11952 - - _ _ - - _4 ` �_ - - J PROJECT NO. 1712 DRAWN BY: KN / NN 1 12X p- LL x/ 10'1 LL I SCALE: AS NOTED DRAWING TITLE: PROPOSED ROOF PLAN HATCH INDICATES OVERFAME 1 ROOF PLAN 1 CONDITION, CONDITION,TYP. A1.3 SCALE: 1/4" = 1'-0" A2.1 DWG. NO. 'EMAII" RGH ITEC-TU RE, PRG. TOP OF ROOF RIDGE natalie@niemanndesignbuild.com 631.922.4041 12 12 tIEMANN 101 10 �JNS"[RUCTIQ i tr 12 12 Idrk@niemanhdesignbuild.COth 10 10 :631,74$.404$ . va : ASPHALT AICH.ROOF SHINGLES OV 30 LB. A DESIG. ""I BUILp IN ITIAA�TIllft.;.. SHINGLES WATERPRODF BUILDING TAPER,TYP. BOTTOM OF CEILING JOISTS S S N26'Cly° cri.ie.; ii 'zk'.. ..... ... ey;: .. COPYRIGHT02018 bo IV , n 12 12 12 3. 12 10 10 TOP OF 2ND FLOOR SUBFLOOR1 031530 �QQ� OF NES AZEK TRIM OR ® — THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT. THE ARCHITECT IS THE AUTHOR OF THESE DRAWINGS AND EQUIVALENT,TYP. / \ RETAINS COPYRIGHT. THE OWNER SHALL BE PERMITTED TO ri�loo RETAIN COPIES OF THE THESE DRAWINGS FOR REFERENCE ® ® F HO F RELATED TO THE OWNER'S USE OF THE PROJECT. HARDIE PLANK FIBER CEMENT \ / -- bo SIDING ON 30 LB.WATERPROOF BUILDING PAPER,TYP. _ -___ - 9"SQUARE COLUMN ENCLOSURE,TYP. TOP OF FIRST FLOOR SUBFLOOR TOP OF NEW GRADE I I I I I I I DASHED LINES INDICATE __ __ __ _ _ __ __ _ CONCRETE FOUNDATION — — — — ——— — — — —— —— —— —— — — —— — — — — — — —— —— —— — — — —— —— — — — — — — — — —— —— ——— — — ——— — — —— — — —— — I BELOWGRADE ---- -- - 7- -- -- -- - - - - -- -- - - - - - - -- - - - - -- - - -- - - -- - - - - - ----I- -- -- - - - --- -- - - - - -7 - -- -- ---- -- - --- - I I I I I I I I I I I I I I I I I I I I I I I I I I I -----------------------------------------------------------------T L ---------------------Ll------------------------- REVISIONS NO. DESCRIPTION DATE ISSUED FOR 1 FRONT ELEVATION 1 BUILDING PERMIT 10/16/18 A2.1 SCALE: 1/4" = 1'-0" TOP OF ROOF RIDGE Ak 12 5.5 r 12 _.__ r 12 13.5I _ — _ 13.5 — BOTTOM OF CEILING JOISTS I ASPHALT ARCH.ROOF SHINGLES ON 30 LB. WATERPROOF BUILDING PAPER,TYP. 12 --13.5�3.5 .. N -...._..._ .............. 12 ._............._...._.._.. __.. 8.5� _ - TOP OF 2ND FLOOR SUBFLOOR --- PROJECT TITLE: AZEK TRIM OR EQUIVALENT,TYP. W ooney C M _....._ .__ __._._ \ _ _.. '_- :. bo Residence HARDIE PLANK FIBER CEMENT SIDING ON 30 LB.WATERPROOF _ / - -- BUILDING PAPER,TYP. -- - - 35 Ruth Road — .Y Mattituck, NY 11952 TOP OF FIRST FLOOR SUBFLOOR � TOP OF NEW GRADE PROJECT NO. 1712 T.O.GRADE Ir �I I DRAWN BY: KN / NN I I I j ai i� I I SCALE: AS NOTED M I I - ---- - - -- ------ - - -- -- 7 I I I �===� � - - - - - - - -- ----- DRAWING TITLE: B.O.FOOTING I I I T -- --- ------ ----- - -- - -1 �---1 1 1 L— �-- -, L- - -, I I I PROPOSED FRONT & AREAWELL @EGRESS WINDOW I L- 7 L———I— —-I I WITH PROTECTIVE COVER I LEFT SIDE L -- ----1 `� -�' 1 I ELEVATIONS L —1 L — —Ti— - - -- - - - - - - - ------ - - - - - -- -- - - -- - ---- - � CONCRETE STEP FOOTING, DWG. NO. T-0"LENGTH x 1'4'HEIGHT, 2 LEFT SIDE ELEVATION CONTRACTOR TO FIELD VERIFY CONDITIONS A2.1 SCALE: 1/4" = 1'-0" 0 AIEMANN TOP OF ROOF RIDGE �CMTMTUR�P.c. natalie@niemanndesignbiiild.com 631.922.4041 12 12 IMAN� 8s F � �8.s QEl.�T�@UGT10� esYr �g�iuuilrlcoin`; 631:748:4048 , A'.DESIGN 1 BWL6::* �11VlT�A'I' i/OR 'Cfl6r +` BOTTOM OF CEILING JOISTS &ilfL`. Tv , , :. i Sm,. t'ci N� -''Ycirk i'1787, mu COPYRIGHT02018 A I ASPHALT ARCH.ROOF D ,GRC, SHINGLES ON 30 LB. � O° - - ---- ---- WATERPROOF t _ 01 ----- ----------- 12 BUILDING PAPER,TYP. - ---------------�---------- -�8.5 ��. N 8.5 r 3 T� TOP OF 2ND FLOOR SUBFLOOR U31�3� \ OF SEW \ AZEK TRIM OR EQUIVALENT,TYP. THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT. THE ARCHITECT IS THE AUTHOR OF THESE DRAWINGS AND RETAINS COPYRIGHT. THE OWNER SHALL BE PERMITTED TO HARDIE PLANK FIBER CEMENT RETAIN COPIES OF THE THESE DRAWINGS FOR REFERENCE CT-co7 RELATED TO THE OWNER'S USE OF THE PROJECT. O O 0 0 O O J ® ® SIDING ON 30 LB.WATERPROOF BUILDING PAPER,TYP. 9"SQUARE COLUMN ENCLOSURE,TYP. TOP OF FIRST FLOOR SUBFLOOR q TOP OF NEW GRADE I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -----------1-� ---- -- -- -- - - -- -- - - ---- - --- - I I I I I------- L------ - - - - ---- - - - - - - - - --� 1 I IT - I -------� I I I I I I I I I I - --- - - - -- -- - - -- � I I I I— — — ——— ———— — — —— — —– I I I I I F---------------------------------------------------------------L--------------------------------------------------------� REVISIONS L-----------------------1------------------------------------ -------------------------------------------------------- NO. DESCRIPTION DATE ISSUED FOR 1 REAR ELEVATION 1 BUILDING PERMIT 10/16/18 A2.2 SCALE: 1/411 = 11-011 TOP OF ROOF RIDGE ASPHALT ARCH.ROOF N SHINGLES ON 30 LB. ti WATERPROOF BUILDING PAPER,TYP. 122 _ 12 13.51 �. 13.5 BOTTOM OF CEILING JOISTS O MIS 12 3.5r 12 8.5 TOP OF 2ND FLOOR SUBFLOOR PROJECT TITLE: AZEK TRIM OR _ .-_ _ _ - .__. _ _ _ - - EQUIVALENT,TYP. _ _ _ _ _ A ---. �.... _ _ _.. ___. Mooney O l� bo 9 SQUARE COLUMN Residence e ENCLOSURE,TYP. •(l , - - 35 Ruth Road Mattituck NY 11952 TOP OF FIRST FLOOR SUBFLOOR o _. TOP OF NEWGRADE . ..._�_._ __ PROJECT NO. 1712 �I li I I I DRAWN BY: KN / NN I I I I /HAR IE PLANK FIBER CEMENT I - �/ I I SCALE: AS NOTED DASHED LINES INDICATE I I I I SIDING ON 30 LB.WATERPROOF I , CONCRETE FOUNDATION - -- -- -- - - I L -� I BUILDING PAPER,TYP. r - - - - -- -- -- -- -- - - - - ------- - -- _ I BELOW GRADE - - - -- -- - -I I I F - - - - -- -r. -- - - ----- - -- - - -- - - -- __—� B.O. OOTING DRAWING TITLE: IL— — — —— J I I �--__ -----------------------------� AREAWELL @ EGRESS WINDOW I J JPROPOSED REAR &1 (- WITH PROTECTIVE COVER I __J___-J ___I RIGHT SIDE ELEVATIONS L- - - -- -- - - - - - - - - -- -- -- - - - - -- - - - - -- - - --- --- - CONCRETE STEP FOOTING, DWG. NO. T-0"LENGTH x F-0"HEIGHT, CONTRACTOR TO FIELD 2 RIGHT SIDE ELEVATION VERIFY CONDITIONS A2.2 SCALE: 1/411 = 1'-011 IIEMANN RCHITECTURE�P.G. natalie@niemanndesignbuild.com 631.922.4041 ML Iff mk NSTIZUCTIOW'wc�. 2x12 RIDGE BOARD, Idtk(aDmiemanndesihbui Id.com 1/2"CDX PLYWOOD PROVIDE CONTINUOUS SHEATHING RIDGE VENT 631.748.40481 TOP OF ROOF RIDGE 2xI0 ROOF A`IDESIGN bjNNItiA,f a @ 16"O.C. "g MM 2xI0 ROOF RAFTER Sitem or :11 , 7 3/4"CDX PLYWOOD 30#BUILDING PAPER COPYRIGHT02018 12 R-38 BATT 12 2X6 SUB-FASCIA CEILING 13.5 INSUATI 13.5 �u E I v I BOTTOM OF CEILING JOISTS R-38 BATT --%� 2x10 ROOF RAFTERS INSULATION LAR TIES @ 48"O.C. R-38 BATT @ 16"O.C. 62 0,9 1 1D UL TI N ALUMINUM K GUTTER OF 2x8 CEILING JOISTS 3 UNFINISHED 80 @ 16"O.C. ATTIC SPACE 2x6 OVERFRAME 1X6 AZEK TRIM LO C14 @ 16"O.C. PRE PRIMED FINGER THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT. 1/2"GYPSUM WALL AN 12THE ARCHITECT IS THE AUTHOR OF THESE DRAWINGS AND 1/2"23 JIs FLOOR q CE15ING BOARD,TYP. 8,5 JOINTED 1/2"PINE RETAINS COPYRIGHT. THE OWNER SHALL BE PERMITTED TO I /4"x9 11 7 BEADBOARD RETAIN COPIES OF THE THESE DRAWINGS FOR REFERENCE TOP OF 2ND FLOOR SUBFLOOR LVL RI 16 0.C. �vl tO4 RELATED TO THE OWNER'S USE OF THE PROJECT, AZEK CROWN �p x I X 10 AZEK BLOCKING (3)117/8 LVL (3)9 1/2"LVL Z (3)2XI2 HEADER R-38 BATT FLUSH BEAM NOTE: 1/2"GYP I il 4 FLUSH BEAM SUNROOM INSULATION WALL&CEIL CLOSET BOARD,U.O.N. I A I MASTER o 4x4 ACQ POST 2x6 WALL STUDS @ 16"O.C. 2x6 NON-LOAD I X8 AZEK TRIM bBEDROOM W/1/2"EXTERIOR GRADE 2x4 NON-LOAD BEARING PARTITION PLYWOOD SHEATHING,TYP. BEARING @ 16"O.C. PARTITION @ R-21 BATT WALL16"O.C. R-21 BATT WALL INSULATION INSULATION PROVIDE lff'�PER PROVIDE 1/8"PER FOOT TOP OF FIRST FLOOR SUBFLOOR FOOT SLA E PITCH- SLAB PITCH TOP OF NEW GRADE i `~' i R-30 BATT FLOOR R-30 BATT FLOOR INSECTION DETAIL INSULATION INSULATION K2 (3)117/8 LVL � it 11-011�l SCALE: 1 1/2 DROPPED BEAM JT 117/8 230 TJIs FLOOR — — — — — — —— ————— —— —— ———— —— —— —— 19-1co REVISIONS - -- —— —— — — —— ———— — — —— —— —— —— —— — — DESCRIPTION 00 4"0 LALLY COLUMN JOISTS @ 16"O.C. NO. DATE CENTERED ON 24"x24"xI8"DEEP ISSUED FOR FOOTING,TYP. 1 BUILDING PERMIT 10/16/18 TOP OF CONCRETE SLAB i BUILDING SECTION A3.1 SCALE: 1/4" = 11-011 PROJECT TITLE: Mooney Residence 35 Ruth Road Mattituck, NY 11952 PROJECT NO. 1712 DRAWN BY: KN / NN SCALE: AS NOTED DRAWING TITLE: PROPOSED BUILDING SECTION & DETAILS DWG. NO. 0 WIRF-CMANN A"#ITECTC)RE P.c. natalie@niemanndesignbuild.com 631.922.4041 q [EMANN fJNSTRUCT104M fm T 4VENT HIROUGH ROOF kirk rt niemanti;designb €ild.cgrri. (V.T.R.) DOOR SCHEDULE - 31.748.4048 JL ROOF MANUFACTURER: TO BE SELECTED BY HOMEOWNER, U.O.N. A:EMGR.`1 BUMP' NNITIATIVE` SYMBOL QTY TYPE ROUGH OPENING WIDTH DOOR SIZE(W x H) REMARKS " I 3'-0"EXTERIOR INSULATED DOOR W/ F-6" ' 26 Chiu chill L& e 2 0 1 SWINGING 2'-21/2"x 6'-9 1/4" 6'-0"x 6'8" „_ ;� ..' .. $:. SIDELIGHTS WITH IMPACT-RESISTANT GLASS , t . n�ithtvnew Yar ':11787 0 5 SLIDING - 4-0"x 6'-8" COPYRIGHT02018 3O 7 SWINGING T-10 1/2"x 6-91/4" 2'-8"x 6'-8" FULL BATH#2 ��RED ARc (3 FIXTURE ) ® 3 SWINGING T-81/2"x 6-91/4" 2'-611.x 6'-8" E NJc QS 2 SWINGING T-21/2"x 6-91/4" T-0"x 6'-8" © 1 SWINGING F-81/2"x 69 1/4" F 6"x 6'-8" k 2nd FLOOR I'dQ7 3 SWINGING Y-21/2"x 6-91/4" 3:0"x 6'-8" ��y�, 03163 J3 2" 1X' C.O. ® 1 SWINGING 3'-21/2"x6'-91/41' 3'-0"x 6'-8" 1-HOUR FIRE-RATED SOF NES — Q9 2 SWINGING Y-21/2"x6-91/4" 3'4"x 6'-8" EXTERIOR INSULATED DOOR THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT. 2" I 2" 10 1 POCKET - 3'-0"X 6'-8" 6"STUD WALL THE ARCHITECT IS THE AUTHOR OF THESE DRAWINGS AND -� ,2" RETAINS COPYRIGHT. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES OF THE THESE DRAWINGS FOR REFERENCE �ULL BATH#1 KITCHEN T 11 1 POCKET 21.8"x 6'-8" 6 STUD WALL RELATED TO THE OWNER'S USE OF THE PROJECT. 3 FIXTURES 1/2 ATH MASTE BATHROOFM LAUNDRY (2 FIXTURE) 12 2 OVERHEAD T.B.D. 8'-0"x 71-011 GARAGE DOORS TO BE SELECTED BY OWNER (2 FIXTUR�S) 3" I (3 FIXTU S) 1y" (1 FIXTURES) 1 y" 1 y 1 y 1 1)/2' 1> 13 NOT USED 1�I FAI W DW 1/2" 1 st FLOOR 14 NOT USED L9 I C.O. " 1Y2" 2" 3" C-0- 1)5' C O. 1)"2" 3" 1X C.O. 3" 2" 1 3 C.O. 3" 3" 3" 3' 4" BASEMENT ," C.O. -4" �,a�–�–�—/ EXIST. HOUSE TRAP TO AN APPROVED REVISIONS SUFFOLK COUNTY SEPTIC SYSTEM N DESCRIPTION DATE ISSUED FOR 1 BUILDING PERMIT 10/16/18 1 PLUMBING RISER DIAGRAM A4.1 SCALE: N.T.S. 400 Series Tilt-Wash WINDOW ELEVATIONS W11 VT1��D O W SCHEDULE Windows -REFER TO EXTERIOR ELEVATIONS (A2.1 ANDE 1x4 A2.2 F/OR SW/NNGDDIRE�OWS T ON OF CASEMENT WINDOWS MANUFACTURER: ANDERSEN WINDOWS ) SYMBOL QTY TYPE MIN.ROUGH OPENING SIZE UNIT(SASH)SIZE MANUF.# REMARKS © (2)2 x 6 W/ 1/2"PLYWOOD 13 CASEMENT 2'-8"x 3'-5 5/16 T-71/2"x 3'-413/16" CX135 ♦ BETWEEN DOUBLE UNITS C ® 12 CASEMENT 3'-01/2"x 4'-0 1/2" 2'-11 15/16"x T-0" CXW14♦ O ® O D E 0 © 2 CASEMENT 2'-4 7/8"x T-5 5/16" 2'-4 3/8"x 3'-413/16" CW135♦ CX135 CW135 CXW14 DO 2 CASEMENT 2'-8"x 5'-0 3/8" 2'-71/2"x T-11 7/8" CX15 ♦ CX15 CXW 15 QE 9 CASEMENT T-01/2"x F-0 3/8" 2'-11 15/16"x 4'-11 7/8" CXW15 OF 2 CASEMENT F-9"x 4'-51/16" F-8 1/2"x T-4 13/16" CN145 G = PROJECT TITLE: QG 1 CASEMENT 2'-0 5/8"x 2'-0 5/8" 2'-01/8"x 2'-0 1/8" C12 F C12 O J O 1 PICTURE/ 4'-5 3/8"x 4'-5 5/16" 4'-413/16"x 4'-4 13/16" P4545 - -- - Mooney FIXED PATIO FRENCH CN145 P4545 1 DOOR FW03168 INSWING DOOR Residence O3 5 Ruth Road FW03168 Mattituck, NY 11952 WINDOW NOTES: ♦THIS UNIT MEETS OR EXCEEDS THE FOLLOWING DIMENSIONS: CLEAR OPENABLE AREA OF PROJECT NO. 1712 5.7 SQ.FT., CLEAR OPENABLE WIDTH OF 20"AND CLEAR OPENABLE HEIGHT OF 24". WIND DESIGN PRESSURE FOR EXTERIOR WINDOWS,GLASS DOORS AND ANCHORING PER DRAWN BY: KN / NN N.Y.S.R.C. SECTION R613. EXTERIOR WINDOWS,GLASS DOORS AND ANCHORING SHALL BE DESIGNED TO RESIST THE DESIGN WIND LOADS SPECIFIED IN TABLE R301.2(2)AND IS TO BE SCALE: AS NOTED ADJUSTED FOR HEIGHT AND EXPOSURE WITH TABLE R301.2(3).PER N.Y.S.R.C. SECTION R301. DRAWING TITLE: PLUMBING DIAGRAM, DOOR & WINDOW SCHEDULES, WDW ELEV. DWG. NO.