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HomeMy WebLinkAbout45683-Z SUFFOLk Town of Southold 7/1/2022 a P.O.Box 1179 0 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43212 Date: 7/1/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1150 Calves Neck Rd, Southold SCTM#: 473889 Sec/Block/Lot: 63.-7-23 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/1/2020 pursuant to which Building Permit No. 45683 dated 1/19/2021 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: single-family dwelling with unfinished basement,front and rear covered porches and attached garage with finished room above as applied for. The certificate is issued to Eulau,Dennis&Gentillo,Eileen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-20-1331 6/28/2022 ELECTRICAL CERTIFICATE NO. 45683 2/1/2022 PLUMBERS CERTIFICATION DATED 1/13/2022 A ('\Brpyiecuch uth rim/dIsignature �SueFot,� TOWN OF SOUTHOLD moo coo$ BUILDING DEPARTMENT C1 x TOWN CLERK'S OFFICE "o • � SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46.683 Date: 1/19/2021 Permission is hereby granted to: Northam, Johanna 1150 Calves Neck Rd Southold, NY 11971 To: demolish existing dwelling and construct a single-family dwelling as applied for per SCHD approval. At premises located at: 1150 Calves Neck Rd, Southold SCTM #4738.89 Sec/Block/Lot# 63.-7-23 Pursuant to application dated 12/1/2020 and approved by the Building Inspector. To expire on 7/21/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,730.80 CO-NEW DWELLING $50.00 DEMOLITION $562.57 tal: $3,343.37 Building c{�e t� pE SO(/T�,olo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 • �Q sean.devlinO-town.southold.ny.us Southold,NY 11971-0959 COU�'N� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Dennis Eulau Address: 1150 Calves Neck Rd city:Southold st: NY zip: 11971 Building Permit#: 45683 section: 63 Block: 7 Lot: 23 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Corazzini Electric License No: 33419ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 7$ Ceiling Fixtures 42 Bath Exhaust Fan 4 Service 3 ph Hot Water Gas GFCI Recpt 9 Wall Fixtures 6 Smoke Detectors Main Panel 200A A/C Condenser 3 Single Recpt 50A Recessed Fixtures 30 Heat Detector 1 Sub Panel A/C Blower 3 Range Recpt Ceiling Fan Combo Smoke/CO 9 Transformer UC Lights 42' Dryer Recpt 30A Emergency Fixture Time Clocks Disconnect 3 Switches 66 4'LED Exit Fixtures Pump Other Equipment: Fridge, Double Oven, DW, Cooktop, Hood, Floor Heat (1), Gas FP, LED Mirror (4), LED Countertop, Car Charger Outlet (1), Dehumidifier, Shade Motors (4), 200A Panel 54 Circuit Notes: New Two Story Unfinished Basement Inspector Signature: c Date: February 1, 2022 S.Devlin-Cert Electrical Compliance Form S- 005ol� Town Hall Annex Telephone(631)765-1802 54395 Main Road Fax{631)765-9502 P.O.Box 1179 �Q Southold,NY 11971-0959 i BUILDING DEPARTMENT INDWN OF'SOU'MOLI1)- C E R T-IT I-C A T I a Date: 113 a� Building Permit No. ,Owner. E Cl 1 (Pleaseprint) Plumber. {Please print) I certify that the solder used in the water supply system contains less than 2/1.0 of 1% lead. 4k ..(P Signature) Sworn to before me this j day of 24 SUSAN A.RIZZO Notary Public,State of New York ff No.-01 RIS183459 Notary Public, ��L �`C County Qualified in Suffolk County -Commission Expires March 17,20 �SUFFOLK�o TOWN OF SOUTHOLD—BUILDING DEPARTMENT y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 �y�ol �ao�g Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtoWrmy.go Date Received APPLICATION FOR BUILDING PE MIT L , For Office Use Only ? L F,D�j PERMIT NO. t/V / Building Inspector: � ®EC – 2020 Applications and forms must be filled"out in their entirety.'lncomplete applications will not be accepted: Where the Applicant is not the owner,an BUM l y11-NT E�' O.uvner's Authorization.form,(Page 2)shall be completed. b � -uT110LD Date: OWNER(S)'OF PROPERTY: Name: SCTM#1000- C,,1�7 Physical Address: Phone#p^�_._._ � � ��'�-�_�__r_______...__ Email:.._.��_ Mailing Address: �( CONTACT PERSON: Name: Mailing Address: ' Phone#: � ^ P`-4 -dt,,, t _r-___�._.____,___.��. Email: DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: �- KIM, Phone#: — Email: CONTRACTOR INFORMATION °.G ; . :. .. Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION = ew Structure ❑Addition ❑Alteration ❑Repair molition Esti ated Cost of Project: ❑Other $ � 4ri'�®® Will the lot be re-graded? ❑YesXKlo Willexcessfill be removed from premises?Xes ONO 1 " PFtaPERTY INFURMATIaIv' ; a , Existing use of property: Intended use of property:sh,� Zone or use district in which premises is situated: Are there any covenants and restrictionswith respect to, n r�WY04,0 LOT' this propert ❑Ye y? s o IF YES, PROVIDE A COPY. hCk• U3(`After Fi easing;""7he Domer/contractor/design,professional is res onsible'for:atl drairia :P.,,. _ ge and storm,lNdtEP�ISS1105.85�provided'by; `,„�,��, Ghapter.23fi,af the;Town.Code;?APPL(CA710N IS HEREaY MADE to the Building Aeartmept forthe'issuance"of a Building PerrniE pursuantto the Buifd n "done Ordmapce ofthe Town of Southold,SufFolk'Counther a ,ty,New York'and opplicable[aws;;Ordinances or Regulations„foF,the:construdion;of buildings,:”:.°;.'.;; adiiltions;aiteratioq's'oi fo"rrerrioval or'demolition as herem:descrihed The applicarif"agiee's to;cdmpty,wittialFappliceblelaws,ord"ihantes.bu9ldi co itiuusing Lode and regulations aiid to admit authorFied•inspQcton on premises and in"buildmg(sj for necessary`mspectioiis:False statements made harem f r` e punishable as a;Class A misdemeanor pursuant to Section 210 45 of;the;New;York.Sfate Penaf Caws Application Submitted By(print name): authorized Agent ❑Owrier Signature of Applicant: Date:. �L STATE OF NEW YORK) . SS: COUNTY OF ) being duly sworn;deposes.and says.that(s)he is the applicant: (Name of individual signing contract)above named,. (S)he is the (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/her knowledge and belief;"and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of �(o1�e�, b�• Zo 2A Notary Public JOSEPH 8 ABBATE y j _.PROPERTY OWNER A THOR17 TION I Notary Public State of New York F, N0. 01AB6269204 (Where the applicant is not the owner) Qualified in Suffolk�ounntty��� My Commission Expires GG I ml L residing at 'J O Ca�1 � Np I&I �A 04 i P, do hereby authorizeTf('i'aM(k �0y (t1- to apply on . ehalf to wn o outhold Building Department for approval as described herein. Owner's Signature Date >065 la Print Owner's Name 2 i f BUILDING DEPARTMENT-Electrical Inspector EB .5 2021 _ 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 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: - - Company Name: �/ 601- Z ' �c�i,` Name: License No.: email: / J__(f 7d-\ @-D Phone No: 5 -q99� ]I request an email copy of Ce ifcate of Compliance Address.: JOB SITE-INFORMATION (All information Required) Name: (l :Address: /S Z'WL/1- Alec L'& Cross Street: . Phone No.: Bld Permit'#: .q Tax Map District: 1-000 section: Block: Lot: BRIEF./-DESCRIPTION. OF WORK (Please Print;Clearly) Check All That Apply: . Is job ready-for inspection?: QYES I31VO Rough In ❑Final Do you need a Temp Certificate?: E ES ❑NO Issued On Temp Information: (All information required) Service Size .01 Ph 03 Ph Size: �_A #Meters Old Meter# ❑New Service 0 Service Reconnect ®Underground [—]Overhead #Underground Laterals 002 QHFrame [Pole Work done on Service? ❑Y N Additional Information: e-4 ,l Z716 Zo ��S rG l0-3/-� 33S— R9R ?— PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx PERMIT# Address: Switches Outlets G F I's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon ..Micro. . .: Generator. Combo Transfer AC AH . Hood- Service Amps Have. Used Special: Comments: # TOWN OF SOUTHOLD BUILDING DEPT. �`y�ouxn � 765-1802 . . =�.: 1NSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ],INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY = [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: Aj ti�,yv lict � T-v v �- DATE INSPECTOR �aOE SOUI�,o/_ h� # f TOWN OF SOUTHOLD BUILDING DEPT. �o • ,o 765-1802 INSPECTION UNDATION 1ST [ ] ROUGH PLBG. rO UNDATION 2ND [, ] INSULATION/CAULKINGAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 7",� PmA C&�x 1 14 DATE ° M4 INSPECTOR * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 1-N-SPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND' [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY" f '] =FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: aA aLr-CL On e 0 ZAq L DATE INSPECTOR � -�I, OF SO(/j�o� # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION.21SID [ ] ULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &'CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) - [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Vil � �� Y I h plc I�( �iOf�w 1 6r0 � s � QCT Nh v CW-%AAOGAA 0�. �- d✓ DATE Z INSPECTOR OF SOOTyo� # * TOWN OF SOUTHOLD BUILDING DEPT. `ycoutm, 765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] - FOUNDATION 2ND [ ] =INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL• [ ] .FIREPLACE & CHIMNEY. [ `] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION -'] --FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: <P 1 DATE , `Z2 INSPECTOR Dennis Eulau 1150 Calves Neck Road Southold, NY 11971 Cell Phone: 917-992-5095 January 13th, 2022 Re: 45683 To Whom It May Concern: I, Dennis Eulau owner of 1150 Calves Neck Road, Southold will comply with soil stabilization under Chapter 236. Once weather breaks in the spring 2022, landscaping will resume. Thank You in Advance, Dennis Eulau Sworn bcppre, me, +VI(s )`nth t)ay of Taywo 2oAa Notar va i C TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2,Q.'\pL Building Envelope and Duct Tightness Report 2018 IECC as amended by the 2020 New York State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 1150 Calves Neck Road,Southold NY 11971 Test Date 1/4/2022 Building Permit#: 45683 Compliance Pathway Performance Test Completed by: Christopher Silvia RESNET Rater ID# 4150294 Home Energy Solutions NATE ID# 187 East Main Street ICC ID# Huntington,NY-11743 BPI# 631-673-0664 Building Enyeloae Tightness Volume Calculation : Check M. Floor Area Volume 0 Conditioned Basement Basement 2218 19962 ❑Conditioned Crawl-Space 1St 221.8 19962 21 Sealed Attic nd 2 795 7155 *The conditioned floor area of dwelling.ls calculated in 3`d accordance with ANSI Z765,except that conditioned floor Attic 22583 a eSn l�des areas where the ceiling height is less than 5 Total Volume 69662 ft' CFM @50 pa 10991 Air changes/hr@5 ;pa 0.95 Code Compliance: Pass Duct Tightness: Post Construction Test-Tota( est-Tota Duct Leakage System-1: Within Condition Space Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa NIA CFM/100 fe CFA N/A Code Compliance: Exem t System-2: Within Condition Space Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa N/A CFM/100 fe CFA N/A Code Compliance: Exem t System-3: Within Condition Space Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa N/A CF1WlOO fe CFA N/A Code Compliance: Exempt All building envelope tightiness testing has been verified using Instruments and procedures specified in ASTM E1827 as required by 2018 IECC as amended by the 2020 New York State Supplement, section 402.4.1.2.The building duct and plenum system has been verified as required by the 2018 IECC as amended by 2020 New York State Supplement,Section 4033.4. Signature: Date: 1/4/2022 Christopher Silvia,Home Energy Solutions FREDEPICK 41 EAST MAPLE ROAD. GREENLAWN, NY 11140 ROBERT 52 MOYACK PATH, WATER MILL. NY 11916 WEBER P�e��rar�het��t�y�hoa.6®�a 631154-5555 ARCMUCT January 25,2022 Town of Southold Building Department Li PO Box 1179,Main Road �A l J U Southold,NY 11971 N 2 6 2022 BUILDING RE: EULAU RESIDENCE I-OWN OFSOV HOLD 1150 Calves Neck Lane,Southold,NY SCTM#1000-63-7-23 Building Department: As architect for the new residence at 1150 Calves Neck Lane, I reviewed the installed. insulation with the following report: Roof/rafters over living space: 10"open cell spray foam(R38) Garage Ceiling: 8"open cell spray foam(R30) Exterior Walls(2x6): 2"closed cell spray foam(R13)and 3 1/2"fiberglass batts (R13) Basement walls: 2"closed cell spray foam(R13)w/Intumescent coating (DC315) Box Sill/Rim Joist: 2"closed cell spray foam(R13) Garage Walls: 5 1/2' fiberglass batts (R19) Window and door frames were caulked. Various sound insulation was provided as well. All insulation was satisfactorily installed.If you require any other information please contact me. V truly yo Fr erick R. Weber, e c 1.. Load S ort Form Job: 1150 Calves Neck Road H@ M E ENERGY, `� Date: 11/24/20 s o LRT 10 N, Entire House - By: Katelyn Maieski Home Energy Solutions Inc. , 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmaii.com Project For: 1150 Calves Neck Road, Southold, NY Design Information Htg CIg . Infiltration Outside db(°F) 10 84 Method Simplified Inside db.(`F), 72 75 Construction quality, Tight Design.TD(°F) 62 9 Fireplaces 1 (Tight) Daily range - L Inside humidity MY 35 50 Moisture difference(gr/lb) 33 32 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRf ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent.cooling 0 Btuh 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 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftp) (Btuh) (1 tuh) .(dM) Wm) AH 11 st Floor 1999 21333 19226 940 940 AH2 2nd Floor 1063 12835 6772 600 600 Entire House 3061 34168 25625 1540 1659 Other equip loads 4350 656 Equip_@, 0.89 RSM 23469 Latent cooling 3575 TOTALS i 3061. I 3851.8 I 27044. l 1.540 l 1659 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2020-Nov-2511:39:57 ,�. Right-Suite®Universal 202121.0.02 RSU20822 Page 1 ...ghtsoft HVAC\1150 Calves Neck Road_Southold.rup Calc=MA Front Door faces: E Load Short Form Job: 1150 Calves Neck Road Date: 11/24/20 H M E E'N E R.GiY , __, _ SQ�,,,rtt� AHT-Ist Ftoor By: Katelyn'Maieski Home Energy Solutions Inc. 187 East Main Street;Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 1150 Calves Neck Road,Southold, NY Design Information Htg Clg Infiltration Outside db(°F) 10 84 Method Simplified Inside db(°F} 72.. 75- Construction quality Tight Design TD(°F) 62 9 Fireplaces 1 (Tight) Daily range - L Inside humidity(%) 35 50 Moisture_dif arence(grhb) 33 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Rheem Trade RHEEM Trade RHEEM Moder R95TA0601317MSA Cond RA1630AJ1NA AHRI ref 6465027 Coil RCF3617STAMGA+R95TA0601317MSA AHRI ref 7940911 Efficiency 95 AFUE Efficiency 13.0 EER, 16 SEER. Heating input 56000 Btuh Sensible cooling 19740 Btuh Heating-output : 54000 Btuh Latent cooling 8460 Btuh Temperature-rise 52 OF Total cooling 28200 Btuh Actual-air flow 940 cfm Actual air flow 940 cfm. Air flow factor 0.044 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 0.60 inH20Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0,88 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftZ) (Btuh) (Btuh) (cfm) (cfm) 1 st Floor 1501 14931 17126 658 820 Master Zone 498 6402 4207 282 201 AH 1_1 st Floor 1999 21333 19226 940 940 Other equip loads 2103 317 Equip-@@ 0.89 RSM 17451 Latent cooling 2751 TOTALS I 1999 I 234.36 I 20203 I 940 I 940 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2020-Nov-25 11:39:57 RightSuite®Universal 202121.0.02RSU20822 Page ...ghtsoft HVACX1150 Calves Neck Road_Southold.rup Calc=MJ8 Front Door faces: E Load Short Form Job: 1150 Calves Neck(toad. H awl M E ENEG1 ,Y _ Date: 11/2M20 AH2 2nd Floor By: KatelynMaieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gd1amay3@gmail.com Project • • For: 1150 Calves Neck Road,Southold, NY Design Information Htg -Clg Infiltration Outside db(°F) 10 84 Method Simplified Inside db(°F), 72 75 Construction quality Tight Design TD(°F) 62 9 Fireplaces 1 (Tight) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/lb) 33 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Rheem Trade: RHEEM Trade RHEEM Model R95TA0401317MSA Cond RA1618AJINB AHRI ref 6465026 Coil RCF2417MTAMCA+R95TA0401317MSA AHRI ref 7940322 Efficiency- 95 AFUE Efficiency _ 13:0 EER, 16 SEER Heating input 42000 Btuh Sensible cooling 12600 Btuh Heating output 41000 Btuh Latent cooling 5400 Btuh Temperature rise 62 OF Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.047 cfm/Btuh Air flow factor 0.086 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.76 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (fJ) (Btuh) (Btuh) (cfm) (cfm) 2nd Fl Zone 854 10055 5432 470 469 Bed2 Zone 208 2780 1950 130 169 AH2_2nd Floor 1063 12835 6772 600 600 Other equip loads 2247 339 Equip.@. 0.89 . RSM 635.0 Latent cooling 2218 TOTALS I 1.063 I 15082. I 8568 I 600 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2020-Nov-25 11:39:57 Right-Suite®Universal 2021 21.0.02 RSU20822 Page ...ghtsoft HVAC\1150 Calves Neck Road_Southold.rup Calc=MJ8 Front Door faces: E Load Short Form Job: 1150 Calves Neck Road HOME E bit'E-R G:Y Date: 11/24/20 ` SOLUTIONS I StFloor By: Katelyn Maie'ski ' Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For_:. . 1150 Calves Neck Road,Southold, NY Design Information Htg Clg Infiltration Outside db(°F) 10 84 Method Simplified Ins ide.db-(°F) 72 75 Construction quality Tight Design TD(°F) 62 9 Fireplaces 1 (Tight) Daily range - L Inside.humidity(%) 35 50 Moisture difference(gr/lb) 33 32 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a , Cond n/a AHRI ref n/a Coil n/a AHRI ref . n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Te►i�perature:rise 0 °F Total cooling 0 Btuh Actual-airflow 0 dm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 dm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (fl?) (Btuh) (Btuh) (cfm) (cfm) Dining Room 193 1886 1853 83 89 Foyer 103 1,213 1200 5357' Kitchen 278 1996 3756 88 180 Laundry Rm 50 1134 1004 50 48 Living Room 445 4118 5283 181 253 Mud Room 201 2567 1705 113 82 Pwdr Rm 30 58 8 3 0 Sitting Rm 201 1957 2316 86 111 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigIItaffmr 2020-Nov-2511:39:57 .„ ..041%.,-..�*� RightSuite®Universal 2021 21.0.02 RSU20822 Page ghtsoft HVAC\1150 Calves Neck Road_Southold.rup Calc=MJ8 Front Door faces: E Ut Floor 1501 14931 17126658 820 Ofher equip loans 0 _. ..16 --- O ___ Equip. @ 0.89 RSM 15293 ,Latent cooling 1215 TOTALS I 1501 I 14931 I 16508 I 658 I 820 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wiligh 2020-Nov-2511:39:57 Right-Suite®Universal 202121.0.02RSU20822 Page ...ghtsoft HVAC\1150 Calves Neck Road.Southold.rup Calc=MA Front-Door faces: E Load Short Form- Job: 1150 Calves Neck Road H@ M E ENERGY. , Date: 11/24/20 cor,UrIONS 2nd F! Zone By: Katelyn Maieski - Horne Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631=6730664 Email:gdlamay3Qgmal.com' Project • • For: 1150 Calves Neck Road,Southold, NY Design Information Htg clg Infiltration Outside db,(°F) 10 84 Method Simplified Inside db(°F) . 72 7.5 Construction.quality Tight Design TD(°F) 62 9 Fireplaces 1 (Tight) Daily range - L Inside humidity(%) 35 50 . . Moisture difference(gr/Ib) 33 32 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a. Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency, n/a Efficiency n/a Heating-input Sensible cooling 0 Btuh Heating output. 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flaw 0 cfm Airflow-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 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF OF) (Btuh) (Btuh) (cfm) (cfm) 2nd Fl Hall 235 3838 835 179 72 Bath 3 55 810 222 38 19 Bedroom 3 267 2385 1988 111 172 Bedroom 4 298 3022 2387 141 206 2nd Fl Zone 854 10055 5432 . 470 469 Other equip loads 0 0 Equip. @ 0.89 RSM 4850 Latent.cooling. 1124. TOTALS 1 854 I 10055 I 5975 I 470 I 469 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. WAg2020-Nov-25 11:39:57 � � RightSuite®Universal 2021 21.0.02 RSU20822 Page ...ghtsoft MVAC\1150 Calves Neck Road_Southold.rup Calc=MJ8 Front Door faces: E Load-Short Form Job: 1150 Calves Neck Road H.e M K,E�1_t,E Rt;y. 1 - Date: 11/24/20 snt.ur.t.irRa Bed2 Zone . By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 1150.-Calves Neck Road, Southold, NY Design Information Htg Clg Infiltration Outside db('F) 10 84 Method Simplified Ins ide db(OF) 72 75 Construction quality Tight Design TD('F) 62 9 Fireplaces 1 (Tight) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/lb) 33 32 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a .Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual airflow 0 dm 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 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF OF) (Btuh) (Btuh) (cfm) (cfm) Bath 2 51 625 468 29 40 Bedroom 2 157 2155 1483- 101 128 Bed2 Zone 208 2780 1950 130 169 Other equip loads 0 0 Equip. @ 0.89 RSM 1742 Latent cooling 374 TOTALS I 208 I 27.80 I 21.1.5 I 1.30 I 169 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2020-Nov-25 11:39:57 Right-Suite®Universal 2021 21.0.02 RSU20822 Page 7 ...ghtsoft HVAC\1150 Calves Neck Road Southold.rup Calc=MJ8 Front Door faces: E Load Short Form Job: 1150 Calves Neck Road Ha i\tE EAm;ERGY Date: 11/24/20 Master Zone By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-6730664.Email:gdlamay3&mail.com Project • • For... 1150 Calves Neck Road,Southold, NY Design Information Htg Clg Infiltration Outside:dbj-F) 10 84 Method Simplified Inside db('F) 72 75 Construction quality Tight Design TD-(*F) 62 9 Fireplaces 1 (Tight) Daily range - L Inside-humidity(%) 35 50 Moisture difference(gr/lb) 33 32 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model. n%a.. Cond n/a AHRFref n/a . . Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh . Heating output, 0 Btuh Latent cooling 0 Btuh Te-inperature rise 0 OF Total cooling 0 Btuh Actual'air flow 0 Cfm Actual air flow 0 Cfm Airflow 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 0 ROOM NAME Area Htg load- Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh)- (Cfm) (Cfm) Master Bath 108 1753 944 77 45 Master Bedroom 306 3846 2684 468 1,28- Master WIC 84 833 578 37 28 Master Zone 498 6402 4207 282 201 Other equip loads 0 0 Equip.'@ 0.89 RSM 3756 Latent cooling 862 TOTALS l 498 l 6402 l 4618 l 282 I 20.4 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrig 2020-Nov-25 11:39:57 Right-Suite®Universal 2021 21.0.02 RSU20822 Page ...ghtsoft 1-1VACM50 Calves Neck Road_Southold.rup Calc=MJ8 Front Door faces: E N Basement ' 6x4 . 4x4 8x4 6x12 12x12 6x12 6x4 8 x 12 4x4 4x12 10x4 4x12 1 6x4 —p\ \Rel Riser 8x4 4x4 18x12 Basement 6x4 6x4 8x4 Job#: IISO.Calves Neck Road Home Energy Solutions Inc. Scale: 1 : 157 Performed by Katelyn Maieski for: Page 1 187 East Main Street NghtSuite®Universal 2021 1150 Calves Neck Road Huntington,NY 11743 21.0.02 RSU20822 Southold,NY Phone:631-673-0664 2020-Nov-25 11:40:49 gdlamay3@gmail.com ...50 Calves Neck Road_Southold.ru N 1st Floor 37 Ifni' Master Bath Master WIC Ret Riser DAng Room Kitchen 7Laundry Rm 18x 12 Iqp `113 ctm Mud Room f 84 crm - _ 190 c*n - 565 Ctm 456 dm 10x12 10x12 9cfin -126 dm , rRm Master Bedroom Garage Sitting Rm Foyer Dining Room 's tli •.1, s��-711 cfin. �$7,idgi":.4 -�.l>$.L-`89 tfin ',,v _ "" - Job#: 1150 Calves Neck Road Home Energy Solutions Inc. Scale: 1 : 157 Performed by Katelyn Maieski for. Page 2 187 East Main Street Right-Suite®Universal 2021 1150 Calves Neck Road Huntington,NY 11743 21.0.02 RSU20822 Southold,NY Phone:631-673-0664 2020-Nov-25 11:40:49 gdlamay3@gma1l.com ...50 Calves Neck Road Southold.ru N 2nd Floor Y. Attic3 Attic u 12x12 .4.12Storage - - 4^. 7 Job#: 1150 Calves Neck Road Home Energy Solutions Inc. Scale: 1 : 157 Performed by Katelyn Maleski for: Page 3 187 East Main Street Fight-Suites)Universal 2021 1150 Calves Neck Road Huntington,NY 11743 21.0.02 RSU20822 Southold,NY Phone:631-673-0664 2020-Nov-2511:40:49 gdlamay3@gmail.com ...50 Calves Neck Road_Southold.ru Manual S Compliance Report Job: 1150 Calves Neck Road H ole M.E E-4 E R G YDate: 11/24/20 SOLUTION$ AHI_I st Floor By: Katelyn Maieski Home Energy Solutions.Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 1150 Calves Neck Road,Southold, NY Cooling Equipment Design Conditions Outdoor design.DB: 84.3`F Sensible gain: 19543 Btuh Entering.coil.DB: 75.3°F Outdoor design WB: 71.7°F Latent gain: 2751 Btuh Entering coil WB: 63.0'F Indoor design DB: 75.0°F Total gain: 22294 Btuh Indoor Rk 50% Estimated airflow: 940 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1630AJ1NA+RCF3617STAMCA+R95TA0601317MSA Actual airflow: 940 cfm Sensible capacity: 24443 Btuh 125%of load Latent capacity: 4032 Btuh 1471/6 of load Total capacity: 28475 Btuh 128%of load SHR: 86% Heating Equipment Design Conditions Outdoor design DB: 10.3°F beat loss:- 23436 Btuh Entering coil DB: -69.80f Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Rheem Model: R95TA0601317MSA Actual airflow: 940 cfm Output capacity: 54000 Btuh 230%of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. 2020-Nov-25 11:39:57 ,��righ � RightSuite®Universal 2021 21.0.02 RSU20822 Page 1 ...ghtsoft HVAC11150 Calves Neck Road_Southold.rup Calc=MJ8 Front Door faces: E Manual S.Compliance Report Job: 1150 Calves Neck Road Date: 11/24/20 HOME ENERGY soLurt0N AH2 2nd Floor By: Katelyn'Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631=673-0664 Email:gdlam6y3Qgmail.com Project • • For: 1150.Calves Neck Road,Southold, NY Cooling Equipment Design Conditions Outdoor.design.DR: 84.3.°F Sensible gain:. .. 7.1.1.1. Btuh. Entering-coil.DB: 75.6°F Outdoor design WB: . 71.7°F Latent gain: 2218 Btuh Entering coil WB: 63.3°F Indoor design DB: 75.0'F Total gain: 9329 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC . Manufacturer: Rheem. Model: RA1618AJ1NB+RCF2417MTAMCA+R95TA0401317MSA Actual.airflow: 600 cfm Sensible-capacity: 16400 ..Btuh 231%of load Latent capacity: 2497 Btuh 113%of load Total capacity:: 18897 Btuh 2031/o of load SHR: 87% EquipmentHeating Design Conditions Outdoor design DB: - 10.3°F Heat loss: 15082 Btuh Entering coil DB: 68.4°F. Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Rheem - Model: R95TA0401317MSA Actual.airflow: 600 cfm Output capacity: 41000 Btuh 272%of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. righ 2020-Nov-2511:39:57 �.�. RightSuite@)Universal 202121.0.02 RSU20822. Paget ...ghtsoft HVAC\1150 Calves Neck Road_Southold.rup Calc=MJ8 Front Door faces: E Duct System Summary Job: 1150 Calves Neck Road _H @ h4 E EE Rta Y Date: 11/24/20 SOLUTIiptt AM 1st Floor By: Katelyn Maleski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project Inforrhation For. 1150 Calves Neck Road,Southold, NY Heating Cooling Extemal static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.28 in-1120 0.28 in H2O Available static pressure 0.32 in H2O 0.32 in H2O Supply/return available pressure 0.21910.1.01 in H2O 0.219/0.101 in H2O Lowest friction rate 0.083 in/100ft 0.083 in/100ft Actual air flow 940 cfm 940 cfm Total effective length(TEL) 388 ft SupplyDetail Table Design Htg Cig Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Dining Room C 1853 83 89 0.105 5.5 4x 6 ShMt 54.0 155.0 st3A Foyer- c f200 53 57 0- 0- 4x0 -ShMt 0 01 IGtchen C 3756 88 180 0.139 6.8 4x 10. ShMt 32.3 125.0 st3 LaundryRm h 1134 50 48 0.083 4.7 4x4 ShMt 60.0 205.0 st313 Living Room C 2642 91 126 0.134 6.0 4x 8 ShMt 28.0 135.0 st3 Living Room-A C 2642 91 126 0.131 6-0 . 4x 8 ShMt 22.3 145.0 st3 Master Bath h 1753 77 45 0.096 5.3 4x 6 ShMt 19.0 210.0 st2 Master Bedroom h 1908 84 64 0.096 5.5 4x 6 ShMt 17.7 210.0 st2A Master Bedroom-A h 1908 - a4 . 64 0.129 - 5.2 . 4x6 ShMt. 19.3 150.0 st2 Master WIC h 833 37 28 0.094 - 4.1 4x4 ShMt 11.7 220.0 st2 Mud Room h 2567 113 82 0.118 5.9 4x 8 ShMt 40.3 145.0 st3A PwdrRm h 58 3 0 0.114 1.4 44 ShMt 46.7 145.0 st3A Sitting Rm I c 23161 86 111 1 0.1211 5.81 4x 8 1 ShMt 1 31.0 1 150.0 1 st3 SupplyDetail Table Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (Cfm) (cfm). FR (fpm) (in). (in) Material Trunk st2 Peak AVF 282 201 0.094 564 8.7 12 x 6 ShtMeti st2A Peak AVF 84 64 0.096 252 5.5 12 x 4 ShtMeti st2 st3 Peak AVF 604 762 0.083 762 12.9 12 x ' 12 ShtMetl st3A Peak AVF 249 219 0.083 498 8.5 12 x 6 ShtMeti st3 st36 Peak AVF 50 48 0.083 150 4.7 12 x 4 ShtMeti st3A ,wrrlightsof'r' 2020-Nov-25 11:39:57 "r mt-41a- $. ,qsv., Rig ht�uite®Universal 2021 21.0.02 RSU20822 Pagel AM ...ghtsoft WACN 150 Calves Neck Road Southold.rup Calc=MJ8 Front Door faces: E Return 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) Mat[ Trunk rb3 Ox 0 390 456 122.7 0.083 547 10.7 12x 10 ShMt rt2 rb1 0x0 550 565 122.3 0.083 678 11.6 12x 10 ShMt rt2 TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (dM) (cfm) FR (fpm) (in) (in) Material Trunk rt2 Peak AVF 940 1021 0.083 681 14.4 12 x 18 ShtMetl . + wrIghtsal 2020-Nov-2511:39-ST RighiSuite®Universal 2021 21.0.02 RSU20822 Page2 IT+i.�'► ...ghtsoft HVAC11150 Calves Neck Road_Southold.rup Calc=MJ8 Front Door faces: E Duct System Summary Job: 1150 Calves Neck Road H@ M E E N E P G•Y Date: 11124120 AH2 2nd Floor _ By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-6730664 Email:gdlamay3@gmail.com Project • • For: 1150 Calves Neck Road,Southold, NY c Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure-losses 0.24 in H2O 0.24 in H2O Available static pressure 0.36 in H2O 0.36 in H2O Supply/return available pressure 0.280/0.080 in H2O 0.280/0.080 in H2O Lowest friction rate 0.085 in/100ft 0.085 in/100ft Actual air flow 600 cfm 600 cfm Total,effective length(TEL) 424 ft Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Mao Ln(ft) Ln(ft) Trunk 2nd n Hall h 3838 179 72 0.113 8.0 Ox 0 MtFx 18.3 230.0 st5 Bathe- c 468 29 40 0.142 4.0 Oxo MtFx 17.3 180.0 st7 Bath 3 h 810 38 19 0.100 4.0 Ox 0 MtFx. 13.7 265.0 sty Bedroom 2 c .1483 101 128 0.124 7.0 Ox 0 MtFx 25.3 200.0 st7 Bedroom 3 c 1988 111 172 0.085 , 8.0 Ox 0 MtFx 29.0 300.0 st4 Bedroom 4 c 2387 141. 206 0.085 9.0 Ox 0 MtFx 29.7 300.0. s4 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st6 Peak AVF 470 469 0.085 564 10.7 12 x 10 ShtMeti st1 st7 Peak AVF 130 169 0.124 506 6.8 12 x 4 ShtMetl st1 st1 Peak AVF 600 638 0.085 638 12.0 12 x 12 ShtMetl st4 Peak AVF 253 378 0.085 567 9.9 12 x 8 ShtMetl st6 St5 Peak AVF 217 1 91 0.100 435 7.8 1 12 x 6 ShtMetl st6 TableReturn Branch Detail Grille Htg Cig TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb2 Ox 0 600 638 94.2 0.085 638 12.0 12x 12 ShMt f weigh 2020-Nov-25 11:39:57 Right Page3 ...ghtsoft HVAC11150 Calves Neck Road Southold.rup Calc=MJ8 Front Door faces: E COM 1 1 1 • • I FOUNDATION Mr ---------------------------- PLU.MING' , INSULATION STATE ENERGY CODEs MMMUMSW Al J1W. .` _ r'/�� s J 11 • e a (� I � iffawMA, UMPIRES r � v �o��gUfFOlKcoo _ BUILDING DEPARTMENT Electrical Inspector CZ x TOWN OF SOUTHOLD Woy • �� Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone(631)765-1802-FAX(631) 765-9502 Temporary Certificate # `� Date �) — 2021 Customer Name E.LAI LA Electrician Name pr- n Address 115b e 5 P,4. 50phh6l Phone (p 31 � 5_ e-mail e-mail Phone License# 961419 — E Size _A Phase Overhead Underground_X #of Meters Remarks #of Underground Laterals 2 New "H" Frame or Pole P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid fo days from th ate above. Authorized by BUILDING DEPARTMENT-Electrical Inspector s TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 r_ Southold, New York 11971-0959 =yJ i:" _ Y „ Telephone (631) 765-1802 - FAX (631) 765-9502 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: Company Name: ✓ �p� Z ',, <<�ir` Name: License No.: 3 email: / J�' 7�, D ,nac Phone No: ❑I request an email copy of Certificate of Compliance Address.: JOB SITE-INFORMATION (All Information Required) Name: o Address: /S L'ft ve s 11W Al f Cross Street: Phone No.: Bldg.Permit email: Tax Map District: 1000 Section: Block: Lot: BRIEF ESCRIPTION OF WORK (Please Print Clearly) 0 "q , Check All That Apply: Is job ready for inspection?: [—]YES E314'0 ❑Rough In ❑Final Do you need a Temp Certificate?: EjYES ❑NO Issued On Temp-Information: '(All information required) Service Size 01 Ph ❑3 Ph Size: -211( —A #Meters O)d Meter# ❑•New Service p Service Reconnect underground []overhead # Underground Laterals E1❑2 ErH Frame Opole Work done on Service? '❑Y N Additional Information: c- 6 PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx r I BUILDING DEPARTMENT-Electrical Inspector = TOWN OF SOUTHOLD .2021 Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 -,, APPLICATION FOR ELECTRICAL.INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: - - f Company Name: �/ r�pl Z ,, , �C�i�` Name: License No.: 3�Z2-me_ email: / �C 7a. Phone No: QI request an email copy of Certificate-of Compliance Address.: JOB SITE-INFORMATION (All Information Required) Name: (Jul Address: .Cross Street: Phone No.: Bldg.Permit#: �S� 3 . email Tax Map District: 1000 .-..,, :Section: Block: Lot: BRIEF. ESCRIPTION OF WORK (Please Print Clearly) �0 A , Check All That Apply:. . Is job ready for inspection?: -OYES [E31�O QRough In OFinal. Do you need a Temp Certificate?: �ES ONO Issued On Temp Information: .(All information required) Service Size:01 Ph. 03 Ph Size: _2D(_A #Meters Old Meter# 0 New Service ❑ Service.Reconnect []Underground F,�Overhead #Underground Laterals O1 E12 rHFrameE]Pole Work done on Service? ❑Y ❑N Additional Information: AL TT PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx rn PERMIT # f dress:- ' �' P6 yi � Switches J� 1 tT► ! W1. Kiev Af I Outlets � ��If ' � T GFI's , i Surface Sconces WIC Lt$ c2 Fans :....... . ... .. .. .,_._-. .,.. ,..._: _..:... ... _ . .. ,� . . .:_.. .. ..-.... .._.. _ . :_.. .. . ,..,._ _,.. ..._......_. ... Fridge ` Oven .. °.:. . . ;.:. ._ . Exhaust f ( l7� G�4J v�1�. W,/p 1 Smokes Mini. .. VV ., :•Caebon : .._.''MicroGenerator 'Combo CooktoPTransfer'` ElC ./',. . .. .. . . ' AC C ! AHService A m s Have se• Special: GGlS Comments: Mir Qiz- bee r-A- CkUj-fv-J r Cl' rr ! +j �C a - Q h G Pj yam` Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P. O. Box 1179 . Southold, NY 11971-0959 . BUILDING DEPARTMENT NOTICE OF UTILIZATION OF-TRUSS TYPE,CONSTRUCTION,..PRE-ENGINEERED. WOOD CONSTRUCTION-AND/OR TIMBER CONSTRUCTION`- Date: Owner: NL� -- Location of Property:,.- ??0 '�S j ���t oub. 1"Ay. Please ke notice that the (check applicable line): New commercial o residential tructure 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 fallowing location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floo and roof framing (FR) Signature: Name (person submitting this form): . W=-�3R, Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 . e s Scott A. Russell ,��°su '�� ST01R.M[WAX]EIK SUPERVISOR N MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 1 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold y�� . CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOIJ5 THIS PROJECT 11'IVOLVE Ai\ff OF THE F'OLLOIVIING: Yes No (CHECK ALL THAT APPLY) A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. []KC. 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. ❑ E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. 10❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information,Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Deign Professional.Agent,Contractor,Other) S.C.T.M. 1000 Date: 02 Disttr- /��ici ��,, NAME: oic_ _�2 W,0! Section Block Lot FOR BUILDING DEPARTMENT USE ONLY**** Contact Information ?dcp!¢mc Nuntr,i Reviewed Bv: — — — — — — — — — — — — — — — — Date_ Property Address/Location of Construction Work: — — — — — — — — — — — — — — ❑ Approved for processing Building Permit. Stormwater Management Control Plan Not Required. Stormwater\Management Control Plan is Required (Forward to Engineering Department for Review.) FORM SNICP-TOS MAY 2014 APPLICANT: S.C.T.M.': 1000suite CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) — O /r (042 Stormwater Management Control Plan CHECK LIST AN ,. 9 !� N14L. Date: Block Lot z S M C P -Pian Requirements: Provide ONE copy of the Building Permit Application. 170,..E Date: * The applicant must provide a Complete Explanation and/or Reason for not providing +� tjb�y'221 `Zp�fp �l>I� all Information that has been Required by the following Checklist! Jbg al 'tc:xpwrc N�Men 1. A Site Plan drawn to scale Not Less that 60'to the inch MUSTYE If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location& Description of Property Boundaries b. Total Site Acreage. c. Existing- Natural& Man Made Features within 500 L.F. of the Site Boundary as required by§236-1702). d. 'fest Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing& Area of Proposed Land Disturbance. 0 f. Existing& Proposed Contours of the Site (Mhthnum 2'Intervals) g. Location of all existing& proposed structures, roads, 0 driveways,sidewalks, drainage improvements& utilities. h. Spot Grades& Finish Floor Elevations for all existing& 0 proposed structures. 1. Location of proposed Swimming Pool and discharge ring. _ j. Location of proposed Soil Stockpile Area(s). 0� k. Location of proposed Construction Entrance/Staging Area(s). 0 L Location of proposed concrete washout area(s). M. Location of all proposed erosion&sediment control measures. yf``! SI lS � L a MS19 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and Infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion &Sediment Controls. V6 b. Construction Entrance&Site Access. �0 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 0 d. Leaching Structures (e. .infiltration basins,swales,etc.) **** FOR ENGINEERING DEPARTMENT USE ONLYEl**** Additional Information is Required. Reviewed& Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — — 1 ❑ Stormwater Management Control Plan is Complete. Date: l SMCP has been approved by the Engineering Department. FORM " SWCP Check List-TOS MAY 2014 12/29/2020 DENNIS S EULAU Service To: 415 E 52ND ST 1150 CALVES NECK RD NEW YORK,NY,NY 10022 SOUTHOLD,NY 11971 Customer Project#:900000123144 Dear DENNIS S EULAU: This is to advise you that the PSEG-LI electric facilities at the above referenced location have been disconnected and removed off the building structure that is located on the property. Please note that there may still be PSEG LI facilities located within the property boundaries and that NYS law (NYCRR Part 753)requires all contractors to call for a utility locate(NY 811)prior to performing any ground excavation or regrade activity. The call to the 811 Call Center must be done at least 2 business days prior to the start of the work and confirmation of utility marks having been identified must be received from all the facility owners prior to any site work. You must also contact National Grid at 631-348-6150 to procure a letter of demolition associated with natural gas service,whether or not your home or business uses natural gas. If you have any questions regarding the above,please contact Building &Renovation Services at 1-844-341-6378 or via email at BRSLI@PSEG.com. Very truly yours, Katherine Gianelli �i e�zG.�2�eirze C7Z�i Building&Renovation Services PSEG-LI Evan T.Steffens Nationalgrid Senior Supervisor Gas Customer Connections,NY January 8, 2021 Dennis Eulau 415 East 52nd Street New York, NY 10022 E-Mail: EULAUDE@GMAIL.COM; SCOTT(&-NFWOODWORKS.COM National Grid WO# : T102365546 Service Address: 1150 Calves Neck Road Southold, NY 11971 To Whom it may concern, This Letter is to advise you that National Grid investigated your request and confirmed that the subject property does not have an active gas service line. New York State law requires anyone planning underground excavation work to notify local utilities by making one call to a toll-free number to get your underground lines identified for you prior to doing any digging. This phone call needs to be made at least 2, days but not more than 10 days prior to starting work, not including the date of the call. The number to call is either the nationally sponsored "811", or the local number for NYC/LI area 1-800-272-4480. This confirmation letter of no active gas service line to the subject property does not relieve the excavator of making this"811"call. If you have any further questions, kindly contact me at 631-348-6150. Respectfully, Evan T. Steffens Senior Supervisor Gas Customer Connections NY 1650 Islip Ave,Brentwood NY 11717 T:631-348-6150 evan.steffens a)national 'd.com n ridE�irudprocessing(o—,.nationatnrid.com FREDERICK 41 EAST MAPLE ROAD, GREENLAWN, NY 11140 ROBERT 52 NOYACK PATH. WATER MILL, NY 11916 WEBER fweberarchltectegahooxom 631 154-5555 ARCHITECT � E C E 1 1E n JAN 1 8 9PQ7 BUILDING DEPT. TOVU:,O;SOUTHOLD January 14,2022 RE: EULAURESIDENCE 1150 CALVES NECKROAD,SOUTHOLD,NY SCTM#1000-63-7-23 # g5va :3 Southold Building Department, Attached please find (4) copies (stamped & signed) of plan revisions for the Eulau Residence which includes the addition of a basement `Bilco" door and the finishing of the Bonus Room over the garage. Thank you. Ve trul y FREDERICK R. WEBER, R.A. pF SO!/jyQl 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 • Southold,NY 11971-0959 Q Comm BUILDING DEPARTMENT TOWN OF SOUTHOLD April 19, 2022 Eulau, Dennis 415 E 52nd St Apt 1013A New York, NY 10022 RE: AmE114y"t + -PM O-P $128•Q o P5 due. TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. X Final Survey with Health Department Approval. Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer Spray Foam Insulation certification from a NYS licensed architect or Engineer BUILDING PERMIT: 45683-Z Single Family Dwelling CONSULT YOUR LAWYER BEFORE SIGNING THIS,INSTRUMENT-THIS INSTRUMENT SHOULD:BE USED BY LAWYERS,ONLY THIS INDENTURE,made the day of Illl� '2020 BETWEEN .BASIL F.NORTHAM,.residing at 408 West 34th Street,Apt.3C,New York,New York 10001 party of the first part,and et." C`` DENNIS EULAU=and.EiLEEN GENTILLO^residingsat 415 East 52nd Street,Apt 1013A,New York,New York 10022 party-of the second part, WITNESSETH,that the party of the first part,in consideration of Ten Dollars-and 001100•($10:00)dollars paid -by the party of the second part,does hereby,.grant•and release'unto the party of the second part,:-thetheirWor•. wart ;successors andiassigns of4tielp", -ofthe second;part;foreJer, _ 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'ANNEXED-HERETO BEING AND INTENDED TO BE'the same.premises as conveyed to the partias.of the first,part2by�deed:dated May 13,2019 and-rebordad,,inAha Office oi1h.e Clerk of<the County of Suffolk on'October 31, 2019•in Liber 13034 page 719. TOGETHER with all fight,title and interest,if any,of the party of the first partIn endJo any,streets and roads abuttingthe above•describedpremises to the center lines thereof,T•OGETHER•with the-appurtenances and all the estate••anii�rights-of the:parfy'of.the first,part jIn.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 seoond-partifore"ver. AND the party of the first'part_cbvenants that the..party of the first part has not done or suffered anything ;whereby-thesaid.premises-have-been,ericunibered,in:any:waywhatever,.excgpt;as(aforesald. AND tfie partyof fhe fret part,incompliance with'Sectlon 13 ofthe LiemLaw,covenants;that;the party of the first part*iVreceive•.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.paymerit of•the cost-of the'improvement before using any part of-the total of the same for any,.'other :purpose.The word'party'shall-tie 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: -r BA91L F.-NORTHAM Standard N.Y.B.T.U.Form 8002-Bargain and Sale Deed,with Covenant against Grantor's Ads—Uniform Acknowledgment `Chicago Title,Insuran, e_Company Titlb.Number.LB2003240S Page 1 SCHEDULEWDESCRIPTION Distriet:1000:Section:063:00=BIock;07:00•Lot-023:000 ALLahat•certain-plot piece or,parcel=oPland,situate,,lying;and being,atthe town-of Southold;Couhty of Suffolk,�State of-New`York,;bounded`and:descnbed,as follows: BEGINNING at<a point on:the southwesterly line of Calves Neck,Road�342.601eet northwestedy;along:said southwesterly line from.its intersection with,tl e:not iweste� tib tat. of said Ca�ives Ne'ck'Roa-d fro s id poi[a^ (ag'w�10 gpalerag�lafi" Barrur-r h- -- an Mal HHill,his wife;two courses as follows: 1. South 24 degrees 30 minutes 40.seconds West,a distance of 140:00 feet; 2. North,734egrees 36,mlhutes.50-seconds West,aAlitance•of,190:00 feet to an iron pipe'and1b6d:of.Fish; Thence along said-land.of Fish,.North•.19=degrees.27 minutes 30_seconds:East,-a distance of 1-50.33,fe®tao 4miron•pipe..on saidssouthwesterfy`line of Calves'Neck Road; Thence,along•said-southwesterly:lihe,two courses as.follows: 1. -South 74.degrees 21 minutes 20seconds East,aAistance of 50:00 feet; 2: South 69tdegree's?01 minute:20•seco•nds:East,a distanceof-152:22 feet to the point or place'of'BEGINNING. ADDRESS-IS,PROVIDED FOR INFORMATION ONLY AND;IS NOT•INSURED: Said premises,being known as,and,by the street address: 1,150 Calves Neck Road,Southold,.NY 11971 1 TO BE USED ONLY WHEN THE'ACKNOWLEDGMENT IS.MADE IN NEW YORK STATE State of N&w.York,County of Suffolk ss: State of New York,County of as: On the day of Augustin the year 2020 On the day of In the year- before me,the undersigned,personally.appeared before me;the,undersigned;personally appeared Basil F.Northam personally known to me or proved to me on,the basis.of personaliy'known to me or proved to me,on-the basis of satisfactory evidence-,to be'-the-individuals)whose narne(s)••is -satisfactory evidence.to,be;the Individuals)-whose name(s)is (are)subscribed-to the within i went and acknowledged-to (are).subscribed.tb,the;withln instidmerit and Acknowledged to me that hdlshelthey'•�ezecu tfie, "same,-1n 'hisllier/thetr me:•that'tielsfieRhey''execut6a the "same'-'In his/Fier/their capadty(les), and-thet•by" Wherftheir slgnature(s).on ftie capacity(ies), andr•th'at",by,his/her/thelr.•signature(s);on the' instrument,the individual ' „or•the,person upon behalf.of'which •irishumeni,.the.individual(s);orthe_pers upon,behalfofwhich' thedndlvidual(s)aeted;;° uted the instrument. the Individuai(sj'acted;executed the Instrument (slgnatu nd office of individual'takIng acknowledginent) (signature and oftice.of individual�taking'acknowledgment) W5AN.1<'IMRAIi - •NOTAi_1Y MUCrStnbbrNwYbtt so- TO-BE USED ONLY WHEN THE ACKNOWLEDGMENT IS MADE OUTSIDE.NEW YORK STATE' State(or District of Columbia,'Territory,or Foreign Country)of ss: On the day of in the-year before me,the undersigned,personally appeared personalty known to me,or proved tome on the basis of satisfactory evidence to be•the•individual(s)whose name(s) is(are), subscribed:to the within•instrumentand-admowiedged•to•me that•helshe/they.executed•the samean'hisfier/their capacityoes);and: that byhlslherAireir signature(s)-on•the lnstrumsrit,th- in`dividual(s),_or the person upon tietialf of which'the i_ndividual(s)=acted, executed the instrument,'and,that such IndfiMual rrade'sucti'appearance;before'the•underslgned•in the in (insert the City or other political subdivision) (and•insert the-State or Country or other place the.acknowledgment was taken) (signature and office of individuattaking acknowledgment) BARGAIN AND.SALE DEED - �WITH COVENANT AGAINST GRANTOR'S ACTS. ^.its,ky: �,..xiYt:., :;sb KY'r'i e.". 4r "':c ..�: i:: ,i: tet:%:;�`i:;i_ a., _ :-1,.:• yaw: [t-z7 . - ,e� ,� :.' :r-.'"lc;. tti '�_,x.,_-. ,SECTIQN 7:. 063:OU`.:. __�a,;��n ;-,•:<h;: �_; _�..K:'Pd;c�•.>]So. ,:ate-.�.P7.. F!• ! '�jFry•"�,'"' __. _ :,,;_.,.`...:-'a.-axi-r' '"Title;No:$rasii F:•adR lul�Fo�DC-NNI§-EI�AL-U AND•8L-E�CK —V7.00 - EILEEN.GENTILLO L.f3 ipo3 L LOT 023.000 COUNTY OR TOWN Suffolk STREET ADDRESS 1150 Calves Neck Road Southold,NY 9 1971 STANDARD FORM OMNEW YORK S OARO!OF TITLE UNDERWRITERS Disbbuted by RETURN.BY MAIL TO: Marybeth P.Sciscente„Esq. Sde;Harbor•Trtle 734 Franklin Avenue;#864' bpSMpp�g; �G Garden City,NY11530 - y� t�r: . •u u=nlr 3 -'-'_---., _. ._...._......._._ .ten•--.-`+.._-�--•�«�-.�......;: ,�,.:s�...�.,_•:-.•.„,,,-'�:..�r:.�:.,-?`•�..q'^n: -sn» SYMBOL LEGEND 0 MONUMENT FND CA L V Ex� NECK �] L►� TP 0 I.P. /I.B. FND •(,/.LJ lKl ROAD I.P. /I.B. SET �}9� r 10-" SPOT ELEVATIONS ``50 WIDE) C_C� UTILITY POLE .A?� — GUY WIRE -------- Fd' o - UTILITY POLE W/UGHT - --mom PAS T ucHr POLE \ T-------- —�---_�_— — SIGN 1 —— I �g FIRE HYDRANT —0 PVC FENCE(PVC) S74�21•■G e�O�ero — 3 STOCKADE FENCE(STK) I I �1 X CHAIN LINK FENCE (CLF) REBAR 50.00• I I A.769®01 P20 POE -■- WIRE FENCE .'. ® MANHOLE35 13 I 8 r '` ' r C SET -A"—INLET �1 �� I a I 1 �� 512�y+. REBA .. r ® 'B'—INLET ® YARD INLET 1 I a I ® YARD INLET w I I \ \ � i ►�1 A/C UNIT i I 460 �I ® ELECTRIC METER © GAS METER 1 o O ® WATER METER I 1 N GAS VALVE 1 I ,\ y6� h WATER VALVE TEST HOLE TREE I 20.3% PUT. SHRUB GAR�(4 r .2t7 ; i/1a j 68.5' J BOLLARD I 66.6' °•6 ; /• q WETLAND FLAG 1 / &9' %FRAME RESIDy.' i' /, D.C. DEPRESSED CURB I / 1 % )d150 �` / •1 ►� o k o!! 40 36' I` o FE. FENCE L 1 4 FFC. / a S �` \ N. % % IPEA►.:!53;32!. j• u+`r MAS. MASONRY TAX LOT 21 J +�� ` I i I LAND NBAR0//N�F OF PLAT. PLATFORM 'WW1 I % j' ��-� ye•�' 1 4 LADELAIDE H HU W.W. WINDOW WELL B/W BAY WINDOW 1 +IsId, Y 1 TAX LOT 25 C/E CELLAR ENTRANCE 1 W O/H OVERHANG R/O ROOF OVER CANT. CANTILEVER / 1 TAX LOT zS j 1 FND GRAPHIC SCALE — - 0.8 MGN STOCKADE FEN, nn 4'CHAIN NK 61 X70,00• 30 0 1s 30 STK N73°36'50"W +o ss Z FEN �— LOT AREA •-Dr o.s'� TAX LOT �' 4 NROETB 28,705.88 S.F. 0.66 AC. ( IN FEET ) TAX LOT zz I 1 inch = 30 ft + * ALL ELEVATIONS REFER TO NAVD88' DATUMOs is 2020 STAKE OUT JPH MJS ,REV I DATE I DESCRIPTION BY CHK <,OF NEW y - SUFFOLK TAX MAP NO. J. S qlO�� 1000-06300-0700-023000 P � SCALICE SURVEY OF PROPERTY 5" JOB No.S20-1195 SOITUATE * * land surveying DATE SURVEYED: 07/31/2020 TOWN OF SOUTHOLDSUFFOLK COUNTY, NEW YORK DR.:MC TCREW.-AL [ °4 050$ ��� (1)UNWSiCRQmsIn NO n d s u r v e �A CE O LAND m�M.YWS SEAL IS A VIOLATION Cr SECIgNP: 631Dr ORNOR YOM 57 �`NL 0 Y BO NNAY SUiHEY 1/V5 N M THE 9 RhY0N5 EIIBCSSED YX SCALE: E GENUINE NLE 1N D1 CORRECT OFs or mc a mtw+s owoNu wv ix am OPINION.(a)cwrcrwnais ON THIS BOUNDARY sown AW SIGNIFYnKr n¢um WAS PREPARED IN Axamva�xnN THE cow ENr Em""mDE a AND PRICIILE TVR,AND SMSTS ADOPTED BY TIE NEW TONK STATE ASSOCVWOE OF PRDFESSIQ M wo SURVEYORS.INC. ON C.THE CERTD=I N S UNITED TO PERSFOR WNa THE OOUNDWY SURVEY MAP IS P�PARm,„„�,R E Dom,m TOE CaVpWMINNAL Acca.AEU TO THE TENONC MMUDON USIED ON TICS BOWOAETY SURVEY MAP,(A)THE CERTFl6ATQN5 HEREIN ARE NOT TTUNSTmIE A E.(Sl TLOCUM OF UNDERGROM OR MEMENS OR ENCFVAQWENTS ARE NOT ALWAYS MORN AND OFlEN MUST BE CPMTm. E ANT UNDERG"MO APROVENEKS OR ENCROk ENTS DaST OR ARE SNOMi.TE RIPROVE10CI5 OR ENCROACHMENTS ARE NDr MWERED Er THS SMa'(C)7NE OYFSET(UE DWCNSQA)" EEREOIE TROM TIE SFRUCRRES TO TE PROPERTT UNES ME TOR A SPECINC PURPOSE AND USL OMThEREFORE ARE EAT INTENDED TO CUDE THE ERECTION OF FENCES RETAEENO INMln.POOLS.PATIDS PUWIIND MEAS.ADDITIONS TO BU0.DNFL AND ANY OBER TYPE DF oomm ICRON.M PROPERTY CM"MONUMENTS WERE NOT SET AS PART OF TES SURVEY.(6)TNS SURVEY WAS PERFORMED WON A SPECTRA FOCUS 30 ROBOTC TMA.STATION.(S)THE�IF7EEF K PoGNiS DF NAY AVD/pt racruFNTS OF RECORD IF ANY.NOT SWAN ARE NOT DU~EM CONCRETE COVER OR REDERICK TRAFFIC C.I. GRATE ROBERT BEARING SLAB PRECAST WEBER 61.0 CONCRETE CHIMNEY SITE DRAINAGE: STORM WATER POLLUTION PREVENTION DRAINAGE ARCHITECT PIPE i DR# AREA VOLUME (Required) DRAINAGE STRUCTURES VOLUME (Provided) CONSTRUCTION PHASING: HOUSE, GARAGE (4) 8' Dia. x 4'-6" Dee w/ I- INSTALL CONSTRUCTION FENCE. 1 TYPICAL O (01 w 1 #I, u2, #3, u4 PORCHES t PATIO `1100 sr x AC Rain = 680.6 cf Traffic Bearing Top p 760.5 Cf 2- DEMOLISH t REMOVE EXISTING HOUSE t FOUNDATION. 1 TYPICAGE i � 1 � (p 8' Dia. x 8' Deep w/ 338 Cf 3- POUR NEW CONCRETE FOUNDATION WALLS FOR NEW FRAMED DWELLING. DRAIN1 RING > 15 DRIVEWAY 1116 sf x .166 Rain = 294.8 cf Traffic Bearing Top 4- INSTALL DRAINAGE STRUCTURES AND NEW SANITARY SYSTEM 1 " I 5- FRAME NEW RESIDENCE AND INSTALL ROOFING, SIDING t EXTERIOR TRIM. 1 I 6- PROVIDE GUTTERS/LEADERS AND CONNNECT TO DRAINAGE STRUCTURES. I 1 I 1 House, Garage and Porch Roofs to have Gutters t Leaders 8 -O I BUILDABLE SITE AREA: 28,105.88 SF, LAND DISTURBANCE: 10,000 SF I 1 1 2' CLEAN SANDl �--> I Connec GRAVEL FILL ted to Underground Drainage Structures (T9p.) L__________________ ___J 8'0 Ring: 42.25 cf/Ft of Height EXISTING CONDITIONS: SITE IS FLAT (SEE CORNER ELEVATIONS) AND MOSTLY _ CLEARED IN AREA OF CONSTRUCTION 11 DRIVEWAY. (SILT FENCE NOT NECESSARY) TYPICAL SECTION a DRAINAGE RING FILL WILL BE BROUGHT IN FOR SANITARY SYSTEM IF SOIL CONDITIONS REQUIRE IT. EXCESS FILL FROM BASEMENT AREAS AND DRAINAGE STRUCTURES WILL BE REMOVED. CONSTRUCTION ENTRANCE AND STAGING AREA WILL BE EXISTING DRIVEWAY AREA. r , REMOVE TOPSOIL OVER PROPOSED HOUSE FOOTPRINT, SANITARY SYSTEM, ` X 39.8a t DRAINAGE RINGS. STOCKPILE AND RE-SPREAD OVER COMPLETED SYSTEMS. V P 3g'3, k/S r/N Eo A iii P/Uel 4kF44/4,'t__4 �� A / 300 VFR urq G ro oW 4p�oN FR �s �/N 0R TRAFFIC S FFK ASPHALT BEARING Ck ~� C.I. GRATE Top Cr��z t1 PRECAST Base GRATE Rf qr � 22 �c � 3c,00OCONCRETE PIPE: TRENCHRO. OQ' EXISTING DRIVEWAYBOX W/ tr oo DRAIN TO W TRAFFIC � DRAINAGE RING N� TO BE "CONSTRUCTION ENTRANCE" BEARING SLAB STONES y /� / e0 BLEND O• X 3g'23 / GE OF pq V PROPERTY OWNER: PIPE (TODRAINAGE DRYWELL) CROSS SECTION � �, l l �\ � 6' �MENj' aP 3869 �k/Sr DENNIS EULAU J� / //� � TEST 9 , IN4 lNG 1150 CALVES NECK ROAD TYPICAL C.I. DRIVEWAY INLET TRENCH DRAIN w DRIVEWAY ��-� / .t�LE �� , �� '°ue OwF�GAF SITUATE: SOUTHOLD -� move J \ X � o / i 2� ' �lC IU T G SUFFOTOWN LK COUNT OLD W YORK xisting4 \ o �i /Servicead W /- PI.�W GAS SURVEY INFORMATION: AM/ NG �� o I O SC i LINE 3g,6a SCALICE LAND SURVEYING "1641C 0 S/NG /�Q� New Underg ound� �St�uc EXISTING I SOUTH BAY AVENUE, ISLIP, NY (!e/%�� PUBLIC �F D/R lectric Se vice \\ o= / /� \° toe\ i WATER TAP ELEVATIONS:ULY 31,DATUM2OAOD I988 711 1)( �Or R �Fqj �- D4I �� ABANDON EXISTING o� i EOP 38.13W SANITARY SYSTEM 2j p V �jA C (CONC. BLOCK) :Exp .: �0 7S LOT SCTMAR 1000-43-01-23 S.F. (0.66 ACRES) Oil i � EW °moo •�2 LPI i i5ANITARY o s NFA / i� I _ , '!SYSTEM R£BAR ZONING. R-40 R 4' 'F,q 1 S� ti o NON-CONFORMING LOT: 20,000 SF TO 3`1,`19`1 SF l l AGIN S. FIV4C �� f _ °.��!�T'ank /O \ TEST HOLE DATA ? a ® / ry 9/ iT ,T F �' X 3g.3o YARDS: (PRINCIPAL) DRAWING TITLE: A� Ro g to FSIDE RONT NE SITE PLAN TEST HOLE BORING BY /S/ � � ! /Y �� Nr p X� ��i McDONALD GEOSCIENCE o o /9. �`� ` �RcN / WA ERUSERVICFING SIDE (BOTH): 35' ((/ hc. t $ S�A' l�S �36`r 22 lld' 3� REAR: 5 0' AUGUST 19, 2020 ° sh, ° t �`', 'Y � �� `�� 39� w 2 GeneratgF-7 '\ ut t / U p J' �.�` ,` O . 6' , EL 38.89 PIPE CROSSING DETAIL /(Altelte)/ i opo° i x 3s 77 !! LC '` ! ��Po, O _ YARDS: (ACCESSORY) GRADE v i Sid F�o ° i -� B 1! FF 40 (20,000- 39,999 SF, 18 HEIGHT) DARK BROWN /�� / �/ ry S/ �'1 li �� Lr ! �`/1 / O I LOAM (OL) � , / �' � ,�•.: q/- ! .,.,,; ,,, o/--___: SIDE/REAR: 10' (LESS THAN IS' HEIGHT) `` f � DR>E2 'r� HEIGHT (MAX.): 35', (2) STORIES BROWN SILT (ML) v / i.. `� 3' M u, SLEEVE ROOF DRAINry) / / / ,�, BROWN SILTY ao PIPE a CROSSNG /o �� �`� �� �� l(/�G !„ �' Ar os� / LOT COVERAGE (MAX.): 20% SAND (SM) — W/ WATER LINE ` ..3 rPn�P ° ; PROPOSED AREAS: JOB / SLEEVE WATER LINE %� /0 0, / , �! r_T`J Top j�o HOUSE: 2211 SF PIPE a CROSSING W/ R F S F ROOF DRAIN PIPE i AUTU '4'+i' p0 `ti /1. oN is ° F,4/`Sr/N O GARAGE: 565 SF E(„IL�t�.l BROWN l '4 r/o F 3�; '�cN . 0\ X 3g 09 rs O ' <vi p/<Y S/NG FRONT PORCH: 948 SF RESIDENCE SAND (SP) ' / ! ' �lr i /OFJ Ue4/C( F REAR PORCH: 932 SF l �/ !! F rU 36 pAr/01` \� TAX �0r rF,� TOTAL AREA: 3662 SF C/ LOT COVERAGE: 1150 CALVES NECK ROAD 12.1% 00 ING i % ` ApF�q RON h/44 of SOUTHOLD. NY , S 4'OHA1 Np X 3s.3°J '_, ` ��' ! i ' °f N. y� G�/ O TOWN OF SOUTHOLD FA///�)/NG y c NKA MON �; O DR �/ / <C SCTM# 1000-43-01-23 NO WATER 4l/ Y S/q/ O ENCOUNTERED r %64, j G4,jF �cF \ i/ �� r'qX �O `J � EXISTING CONTOUR ARCHITECT: Ak CO �'�rFR �o.s' srK r 23 ' �° 8 REVISED CONTOUR r 2' r FEN .. 22 J e N ,3 ��� _.......w...... OIL v /\ iNEW CONTOUR FREDERICK R. WEBER % 1(? 41 EAST MAPLE ROAD GREENLAWN. NY 11140 LOCKING CAST s srocKgofFeIVX _44,- _ / 52 NOYAC PATH IRON COVER Fk/ O /00, ° Aj O WATER MILL, NY 11916 EL +41' PROVIDE CLEAN OUT 4"0 APPROVED TO GRADE 1`,4 Sr/N O' , / a FACE OF HOUSE PIPE, 1/4" PER FT. 1' MIN. t 2' MAX. TRAFFIC ��AIRY NG�� - �� / TEL 631 154-5555 fweberarchitectOyahoo.com cF / TO GRADE MIN. PITCH CONCRETE BEARING SLAB ING TAX e`lcN FR 8N•� 3g1a' � DRAWING SCHEDULE EL +39' !� EL +39 �Or 24 � 4"0 APPROVED ° � SEAL; R FT. COVER AlSITE PLAN K CONCRETE 190 DESCRIPTION ti- - - MIN. PITCH • OO PIPE, I/8" PE ' °� %r�' INVERT INVERT _ I ° z A2 FOUNDATION PLAN at HOUSE EL +31' LIQUf - I = — DEPT INVERT 1 INVERT 1 NORTH /�v A3 IST FLOOR PLAN ' EL +31.5' = E L + 6.5' I - IQ y SITE F A4 ATTIC PLAN BAFFLE SEP IC ° 3 1 EL +36.2' NEW ° 1 Rea P [ 4, r v I sr I Nor TANK LEACHING ser A5 ELEVATIONS 5 r (1250 GAN.) i POOL i 1" = 20'-0" \ '` .'__. v- A6 ELEVATIONS : 13' MIN. (300 S.F.) 1 Al SECTIONS COLLAR p i AS FINISH SCHEDULE/ TRIM 8'-0" I A9 CODE DETAILS I SI 2ND FLOOR/ IST CEILING FRAMING (IST FLOOR) REV.: PROPOSED SANITARY SYSTEM i i 52 ROOF FRAMING (2ND FLOOR) NEW SANITARY SYSTEM FOR 4 BEDROOM HOUSE I I EI ELECTRICAL IST FLOOR PLAN DATE: OCT 30, 2020 NEW 1250 GAL. SEPTIC TANK 1 1 [77E2 ELECTRICAL 2ND FLOOR PLAN20SCALE: I" = ' NEW 300 S.F. SIDEWALL AREA OF LEACHING POOL I I JOB NO: w202009 (1) POOL, 8' 0 x 12' DEEP I I 1 3' (MIN.) TO HIGH 1 MEET ALL S.C. DEPT. OF HEALTH SERVICES REGULATIONS. i SEASONAL GROUNDWATER i DRAWING NO. I I L__________________________J At OF A9 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . .• . . . . . . . . . . .. ... . . . . . . . . WATER LINE(S) MUST BE INSPECTED By THE SUFFOLK COUNTY DEPARTMFNT OF HEALTH SERVICES SOP 39.31 tV'RNI, C 01 "66- G�/'V' 'q 4 .3oo, SUFFOLK COUNTY DEPT. OF HEALTH SERVICES. 0 r 48 HOURS IN ADVANCE, jOwNCR CALL 852- PERMIT FOR APPROVAL OF CONSTRUCTION FOR A .ULV RESIDENCE ONLY To SIC NE55-1� LE INSPECTION(S). SINGLE FAI& 3 oQ 39.00 01 2 1 50.002 DATE 2t H;UREF.NO. -LID APPROVED FOR 41M OF A—BEDROOMS 69 MnUS THREE YEARS FROM DATE OF APPROVAL TEST 07- 46� OLE ftB4ae,�4' G4Z IPO & '0� Overhead 61�-NEW GAS Service LINE Abandonment of existing sanitary system must be in 4 ZN 1 tk�/VG New Under EXISTING lectric Be zl'�\ P&,)-41SIAG4 "c PUBLIC cornformance w.fth department requirement Submit QA 74 WATER TAP "k 4o,, pit ABANDON EXISTING _Cp 38 VM- rroo:E SANITARY SYSTEM completed fonn WV as p� 21 \. 1W -1 (CONC. BLOCK) ..Exp...: & HS STAMP . . . . . . . . . . NEW ...... LPI SANITARY I sfr ....... SYSTEM ..... :;':6....... Sept .. ..• ... ....... . .............. Tan .0,/0 TEST HOLE DATA ....... 3g 30 ..............A6 TEST HOLE BORING BY RE-POUT EXISTING McDONALD GE05CIENCE WATER SERVICE AUGUST14. 2020 ------ ........ Q) PIPE CROSSING DETAIL -3b. loo, SEE PIPE Q) EL 3-8.84 DARK BROWN GRADE LOAM (OL) 441 ------ DR#2 lot BROWN SILT (ML) a SLEEVE ROOF DRAIN 3' BROWN SILTY 00 PIPE 11 CRO55ING Q x 3a • 0�0 W/ WATER LINE N Se SAND (SM) ................ .................................... ................ ft SLEEVE WATER LINE PIPE CROSSING W/ ............. ..... ....................................... ...... BROWN FINE ROOF DRAIN PIPE ......................... ............ ......... ...I......... .... .. ...... NONG R '7 Q:- NG4, .... ..... 0 P 1 Pet" t- TO MEDIUM U64C 5�44V6 SAND (5P) P"I 10 a ptu Z07. 44 va Ns 41//)" Ya g�A(a NO WATER 1, /4 ENCOUNTERED 4454/-C��iz Ag 'r4A'to 4� v/ rrjo 40), r'23 co N0 Q) LOCKING CAST 7OCKAot IRON COVER TO GRADE Aj EL +41' PROVIDE CLEAN OUT 4-0 APPROVED 0 11 FACE OF HOUSE PIPE, 1/4' PER FT. I, MIN. 4 2' MAX. TRAFFIC 4y/ T P&" M"IAC,411-- 0 GRADE MIN. PITCH CONCRETE BEARING Z3416�44�,V, .4)( CV Im EL +3T CHIMNEY DEPTH SLAB to), 7,r, -39A EL +311' .24 4"40 APPROVED0 CONCRETE 19 a PIPE. 1/8" PER FT. COVER 0.003 0 MIN. PITCH PROPERTY OL@Crzk:% INVERT INVERT DENN15 EULAU at HOUSE EL +31, IQUIE) OSS EL +31.5' T14 T INVERT INVERT NORTH 1150 CALVES NECK ROAPA,,tTAS�01C -- 4 DEPT EL +34.2' SITUATE: 5QU-THQLPb, TIT7 'rr-0'k -T FLOW 541C EL +34.5' SITE PL A N Ar' BAFFLE NEW TOWN OFC��OUTJHOICD' '-rr-%ft1A TANK ;;'t- - LEACHING SUFFOLK 4CbU�l .rNEW11"PORK (1250 GAL) I POOL 1,1�. SURVEY INFORMATION: 6' MIN. (300 5.F.) I A D AFR? 5CALICE LAND SURVEYING I SOUTH BAY AVENUE, (SLIP, NY :COLLAR Z' C" \C'K SURVEYED: JULY 31. 2020 W-01 61-0. J /y ALL ELEVATIONS: NAVID 88 DATUM 5CTMV 1000-43-01-25 PROPOSED SANITARY SYSTEM LOT AREA: 28,105.88 S.F. (0.64 ACRES) NEW SANITARY SYSTEM FOR 4 BEDROOM HOUSE I Q i FREDERICK WEBER. ARCHITECT 41 EAST MAPLE ROAD NEW 1250 GAL. SEPTIC TANK GREENLAWN. NEW YORK (431) 154-5555 NEW SOO S.F. SIDEWALL AREA OF LEACHING POOL tweberarchitect%ahoo.coin (1) POOL. S' 0 x 12' DEEP NYS License # 548 1 S' (MIN.) TO HIGH MEET ALL S.C. DEPT. OF HEALTH SERVICES REGULATIONS. SEASONAL GROUNDWATER j AUGUST 31, 2020 Revised. OCTOBER 24, 2020 ------------------------ • I 5(og3 SURVEY OF: PROPERTY LOCATED AT SOUTHOLD f p� TOWN OF SOUTHOLDC ILEjr � �'SUFFOLK COUNTY. NEW YORK1� � S.C.T.M. # 1888-63-7-23 1 1 r1 AREA = 28,785.9 SF. S o c<q Vll � MAY 1 0 2021 f SCALE: 1"=38' REBAR 50 00, ` / (/l, n a- •',F '1` NOTE: THE EXISTENCE OF RIGHT OF WAYS. �D l ' -%7 cf WETLANDS AND/OR EASEMENTS OF RECORD C� 'I' P'°; -. r'� IF ANY. NOT SHOWN ARE NOT GUARANTEED. �1 S 69.- " IS 07'.20" 4g g, v- LAND N/F WILLIAM M, SOAK N ro 290 0) O N y N !s s y ss 0 34 ti m 2 60, p Q? TOP F(//y Or FOS T!O 0 O N 126 E� 40SO'lTION O r m m - \ S2C. . LAND N/F U O NE Mo. N �, LEONARD ��' QQv� AR DADDONA O 190 0050"w 06(o) 6 ®CANE a� SURVEYED BY: UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION PA-UL B A R Y L S K I LAND SURVEYING OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. LAND N/F COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED PATCH 0 G U E NY 11772 OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. .JENNY E C A R L S E N - GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO LIVING TRUST PHONE 631-294-6965 THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION FAX 6:31-627-:3186 LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL P A U L B A R Y L S K I®Y A H O O.C O M INSTITUTIONS OR SUBSEQUENT OWNERS. FEBRUARY 6. 2821 4-1-2021: FOUNDATION LOCATION 4582-FND CLA aul J11v o Nn IL-L -ton SURVEY 0 F: ,��n ¢2•�`� Ql',: kyc PROPERTY LOCATED AT SOUTHOLD �, . TOWN OF SOUTHOLD SUFFOLK COUNTY. NEW YORK C"4 L OF S.C.T.M. # 1080-63-7-23 C. Tl�, P� P) BAR AREA = 28.705.9 SF. ^PR0 SCALE: F=30' EOG OF REBAR `S -'7 2�, A1Ti NOTE: THE EXISTENCE OF RIGHT OF WAYS. eox S0 0 020 lE 41 40 l�-, O WETLANDS AND/OR EASEMENTS OF RECORD 4 `� n�_ � � IF ANY. NOT SHOWN ARE NOT GUARANTEED. +U7a NOTE: WATER SERVICE AND GRA � TE S 69.07'.20" 1, LAND SEPTIC SYSTEM LOCATION �S2 20"e BY OTHERS. B.O.H. REF. No. SEPTIC LOCATION `y WATER METER D.W. S.T. 22' 12.5' S9' LAND N/F '� GRAVEL L.P.I 36' 25' 57.5' WILLIAM 11) , DRIVEWAY W1�k '� LP 10' BOAK N / 2q2"0 GAS METER p MIN O 49.�, v m N GIR C. REBAR \ js p m CSOS PoR ST SERVICE !y6 r Cy ,e GRATE Lu AC in 363 m B M!N 34 Q\ 0 (� UNIT ®® s,p ry 2 N / i� V POOL ®® ") ry y.s Ply l?e A 4 � O.W. EQUIP AC S . ' UNITS C 0 F IQ;00, I I, 3oe �m x ? Lu U D.w. BBO c r 0 5) i4z�,3 y" AREA ��PeRCF/ !?3 W.W. Z V I� .� DD.W. OW �LLI ��CL o`�` 2 . . w w U �0 i3 W CON � 00LAND N/F � o F DADDONLEONARDA JUN 3 0 2022 Z ca oCum ° O Q Q1 � � 3 POOL BUILDING DEPT. U 0. �y tt. (, sTock^Oe FF TOWN OF SOUTHOLD o % N /73°3 ,Nce 190 0 50„w 4.3, SURVEYED BY. U. o' PAUL BARYLSKI LAND SURVEYING © PATCHOGUE NY 11772 PHONE 631-294-6965 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION REBAR F A/� 631-627-3166 OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. LAN❑ N/F COPIES THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED / P A U L B A R Y L S K I a Y A H O O.C O M OR EMBOSS JENNY SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. E N N Y E C A R L S E N GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO LIVING TRUST FEBRUARY 6. 2021 THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. 4-1-2021: FOUNDATION LOCATION CERTIFICATIONSGUARANTEES OR NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEOUENTOWNERS. 10-14-2021: STAKE POOL AND PROPERTY LINE 2-26-2022: FINAL SURVEY 4-11-202: LOCATE DRIVEWAY 4502-FINAL 5-4-2022: REVISE SURVEY i C +f ' Generated by REScheck Web Software Compliance Certificate Project 7.150 Calves Neck Road Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,061 ft2 Glazing Area 16% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1150 Calves Neck Road Dennis Eulau Frederick Weber Southold, NY 415 East 52nd Street Frederick Weber Architect New York, NY 10022 41 East Maple Road 917-992-5095 Greenlawn, NY 11740 eulaude@gmail.com fweberarchitect@yahoo.com Compliance: Passes using UA trade-off Compliance: 9.2%Better Than Code Maximum UA: 469 Your UA: 426 Maximum SHGC: 0.40 Your SHGC: 0.30 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 Hot Roof: Cathedral Ceiling (no attic) 2,784 39.0 0.0 0.027 75 Wall:Wood Frame, 16"o.c. 2,653 27.0 0.0 0.051 113 Door 1: Glass Door(over 50%glazing) 105 0.300 32 SHGC: 0.30 Window: vinyl Frame 342 0.300 103 SHGC:0.30 Partiton Wall:Wood Frame, 16"o.c. 189 27.0 0.0 0.051 9 Door:Solid Door(under 50%glazing) 21 0.350 7 Basement:Solid Concrete or Masonry 1,784 0.0 13.0 0.049 87 Wall height: 8.0' Depth below grade: 7.5' Insulation depth:8.0' 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 2018 IECC requirements.in RESch erslon : RESche k-Web aiL o comply the mandatory requ en ts liste lwthe REScheck Inspection Che ckils . 0 C tt 1/ h r .4 Name-Title U Signature Date Project Title: 1150 Calves Neck Road Report date: 11/25/20 Data filename: Page 1 of 9 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the°Comments/Assumptlons1l 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. erlfled X. �ir11fIi1 :Pre-Ins et#ion .Ian Review_ o - ,..;#• • '• p /P.. ._>;,, -,;. •:C ..nlplles3 'Cbm�ne�ts/Assuin-(ions �Yafue' �Yalue P 103,1, Construction drawings and �,,g � � 3�� r '�, 4-2•� - ,,.N❑Complies ,Requirement will be met. 103.2 documentation demonstrate ODoes Not (PR111 energy code compliance for the :j 0Not Observable building envelope.Thermal c ; +CINot Applicable envelope represented on r s . . NS construction documents . -�w 103.1, ,Construction drawin s and '' []Complies ;Requirement will be met. 9 � , .. , a 103.2, I documentation demonstrate t `; r ❑Does Not 403.7 lenergy code compliance for + ❑Not Observable i (PR311 Ilighting and mechanical systems, = x•`� fir' =� 'Systems serving multiple ;. •• ,= r�- r ❑Not Applicable I dwelling units must demonstrate ;� :, compliance with the IECC �Ci� r •- "` a , '` _w r I ;Commercial Provisions. .3`f�.A,� °,'C '?ri_,a3��.�.relYkL�.,'-..<•ht+���.1 Y ?:Heating and and cooling equipment is; Heating: Heating: ;C7Complies ;Requirement will be met. lslzed pei ACCA Manual 5based ! Btulhr ; Btu/hr ICIDoes Not [PF2j?=4 Y on loads calculated per ACCA ; Cooling: i Cooling: I I Manual J or other methods + 1 ,(]Not Observable , M Btu/hr 1 Btu/hr � 1 approved by the code official. i ; ;ONot Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) ~:2;`Medium Impact(Tier 2) 1 I Low Impact(Tier 3) Project Title: 1150 Calves Neck Road Report date: 11/25/20 Data filename: Page 2 of 9 section Plans Verifieid FieldVirified ;;a# :.Foundatign lnsieettion.. : : :Cor�p)lies? .:;_ 'CommentsJAssum tions. .iD a: Value. . ... lfalue ' 402.1.1 Conditioned basement wall 1 R- ; R- :❑Compiles ;see the Envelope Assemblies [F0411 'insulation R value.Where Interior 1 R_ 1 R_ ;❑Does Not table for values. 0) I insulation is used,verification may need to occur during ❑Not Observable Insulation Inspection.Not ; : ;❑Not Applicable 1 required In warm-humid locatlons i in Climate Zone 3, , � twall 303.2 ;Candltloned basemen ❑Complies :Requirement will be met, [FO511 �insulatlon Installed per r;' Y =t.* ❑Does Not Imanufacturer's instructions. 'zn<''• •'R zi 'a ` i"`3�i^ : •: '..5 ❑Not Observable `r,, � =•�_ ��� �.r�4-�..s•:::. ❑Not Applicable 402,2,9 lConditioned basement wall : ft : ft I❑Complies :See the EnvelopeAssemblles [F0611 !insulation depth of burial ori ❑Does Not !table for values, distance from top of wall, It Observable ;❑Not Applicable A protective covering is installed ❑Complies ;Requirement will be met. ..,�4n : [F61.1]?:: to protect exposed exterior ". r= � 'u*. ° ' ❑hoes Not 1 ` Insulation and extends a minimum of 6 in,below rade. .' ':� ❑Not Observable I ❑Not Applicable 1 ❑Com lies ;,Requirement will be met. i]39' Snow-and ice-melting system = q F0122 f' controls Installed. ..::: : k ::a _ `,_ w-s❑Does Not 1 El Not Observable f,. ❑Not Applicable 1 Additional Comments/Assumptions: I High Impact(Tier 1) Medium Impact{Tier 2) :3 Low Impact(Tier 3) Project Title: 1150 Calves Neck Road Report date: 11/25/20 Data filename: Page-3 of 9 'Section',' _ ::° ` .Plans Verified. FIeIdI Verified ::.... . ;# Fraining`/;Rough-In Inspection : :. Complies? Comen#s7Assurriptions. Value Value' 402.1.1, Door U-factor. U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 ! ❑Does Not table for values. [FR1]1 ;❑Not Observable ,E]Not Applicable l 402.1.1, JGlazing U-factor(area-weighted ; U- U- i❑Complies ;See the Envelope Assemblies 402.3.1, r average). ;❑Does Not Itable for values. 402.3,3, !ip , 402.5 { Not Observable ; [FR211 1 ; '❑Not Applicable I�iY.7✓I 1 1 1 1 1 1 1 1 1 1 303,1.3 U-factors of fenestration products r:rM°'� ' z'yF° ' ❑Com lies 1 P �;.��:�4 ��, �;.;,a. � �.�~,. t�'s� "�� P Requirement will be met. [FR4] are determined In accordance �� ' ;>{' a1 R .,.� ;� ❑Does Not with the NFRC test procedure or ❑Nat Observable ' taken from the default table. l Jf .'_:�� r;.r...; x"'a *�" `t,.'• ' tis , ❑Not Applicable 402.4,1.1 Air barrier and thermal barrier rRA 3r❑Complies ;Requirement will be met. [FR2311 Installed per manufacturer's n ,3 f gElDoes Not instructions. l `-`` " •'4t §: ��. : '• s; . N i _' tYr- f ❑Not Observable ; ❑Not Applicable '- ❑Com lies 'Requirement will be met. 402.4.3 Fenestration that is not site built "� 'tY' �• FR20 1 Is listed and labeled as meeting ' [ ] ❑ 9 �-'" Does Not AAMA/WDMA/CSA 101/I.S.2/A440 •sit'€` csr „ ,?"����- -=� ' , 1--)# e k Not Observable ' or has infiltration rates per NFRC ms`s; =���`y'1x�- �^��~.��� _�'^❑ �. .!' d.of wy;l'•z'��yF��;� i 400 that do not exceed code :-Fr` � -❑Not Applicable Yr' limits.. g£:����' =� �;�t: �- �.v.'• -4az $S-'�. IC-rated recessed lighting fixtures `- - ❑Compiles ;Requirement will be met. J� 3t -:.. r ti ti. .;sealed at housing/interior finish � 'Y���s.,- m ❑does Not , and labeled to Indicate 52.0 cfm - �^ w .'leakage at 75 Pa. ❑Not Observable •�.;�?�:��_ ..�, -_ ,�.r:.�,;' _� 'µ h ❑Not Applicable 403.3.1 Supply and return ducts In attics .` ❑Com Iles ;Exce tion: Du ❑Dcts located [FR12]1 Insulated>= R-8 where duct is '` '' P p :.�.� oes Not (completely inside the - >=3 Inches In diameter and>_ ' rg ❑Not Observable building.envelope. R-6 where<3 Inches.Supply and ' �s" '' n " ` " a �q.T return ducts in other portions of �,• ,a �`� � '� s- ❑Not Applicable 11 the building Insulated >= R-6 for diameter>= 3 inches and R-4.2 for<3 Inches in diameter, 403.3.2 ,Ducts,air handlers and filter ' .❑Com Iles Requirement will be met, [FR1311 boxes are sealed with K f , - ❑Does Not i Joints/seams compliant withr �) International Mechanical Code or ' ❑Not Observable ' I International Residential Code,as 3 5 q' ` s ; =❑Not Applicable applicable. �:�.���-=�-� s�• z..- ;��• _-� . '� r = �'>> ❑Complies ;Requirement will be met. 403.3.5. Building cavities are not used as �� �. - [FR15]3 ducts or lenums. �v u + �. s ' p , ?,- �... :� ��.�. ar❑Does Not ; ��,..€�u����• '�°.-,,.� r�;.�- .s❑Not Observable , rs ❑Not Applicable 1 High Impact(Tier 1} :'Z_ Medium Impact(Tier 2} 3': Low Impact(Ter 3) Project Title: 1150 Calves Neck Road Report date: 11/-25/24 Data filename: Page 4 of 9 Sect>lon ... "Plans-V�`�'ifled- . ��eld Verified-_ '• ..;., .,, -.. = FramlPg/Rough:=le lns[iectlon Complies? Cor�itnepts%Assumptions-' :V R = - : -ague': Value: 403.3.7 Ducts declared to be within the ==��E:-`=-1>t'`��,.l,"�k'' ❑O•Complies Requirement will be met. iFR2813 conditioned space are either 1) Not 1 completely within the continuous Not Observable ' . air barrier and within the building - thermal envelope,2) burled ? []Not Applicable I within ceilingInsulation in s. =.-r, •' '" �..,. � .. Y.� , s • - accordancewlth Section - 1.,, � �-�,�;:�.F��--,�� �•T{ 1 R403.3.6 and the air handier Ise'. xaFf "� 4^ u_ 3�;.a.`��}s`:�F'`'�r-,t'� r-.r'��3�5�;�.n;�•;9 i located completely within the K��n - -:�•; t����� �� �;a : continuous air barrier and within the building ';' ': } "` ' �,' :.r. 1 g t e i h rural envelope � "�'• 3 + * e< 1 . and the duct leakage is<= 1,5 - ��:�� .•�: �'',',' ..,jt , - .. cfm/100 square feet of conditioned floor area served b = ' '. `_� ``£'N"R 'e�k,, the ducts stem or 3)the ceiling ` '-^ `is- z.-M~' ��.'� {, .'`�..a _fir Insulation R-value Installed against and above the insulated � «• � cam# ... ' . -- duct>-to the proposed telling - ` _ �'��=''��ti�� T��A`��-`��� 55 Insulation R-value,less the R- value of the insulation on the :.��,-3�,..',°•��:�?;�.��:����;��,1:�'�,�;;;* :;�_ .��� �= � , 403:4'°i HVAC piping conveying fluids ; R- 1 R- ;❑Complies ;Requirement will be met. fit17)2 ?' above 105 QF or chilled fluids f❑Does Not below 55 QF are insulated to?R- i '❑Not Observable ' 1 T❑Not Applicable 403,4.1 iProtection of Insulation on HVAC :j 'sg`` "' t ti ��.,. . ,;`:��•;, � 'tier xa" ��::r�> ,,'❑Complies 'Requirement will be met. [FR24) zr,. 1 .piping. ;rt ~` , 3ti ; � ❑Does Not I ❑Not Observable ' ❑NotApplicable 1 Hot water pipes are insulated to ; R- 1 R-~may i❑Complies ;Requirement will be met. fR18 ,a 1 1 1 I i�Does Not ; ® \:' ;❑Not Observable ; DNot Applicable i 1 1 1 Automatic or gravity dampers are [ Complies ;Requirement will be met, installed on all outdoor air _ ❑Does Not II intakes and exhausts, ❑Not Observablei ❑Not Applicable 1 Additional Comments/Assumptions: Z I High Impact(Tier 1) J Medium Impact(Tier 2) '3, Low Impact(Tier 3) Project Title: 1150 Calves Neck Road Report date: 11/25/20 Data filename: Page 5 of 9 .-Section `P ans`:V ` eiifled•`-� :�FIe1dVecd � Insulation ins it"wn'. �> Com lies? Commei %Assuiiii titins ::.,. Pe.: ;:Nellie >.• ,V 'j a P. 1._ _ P.- a;u All Installed insulation is labeled r �,i5,, ;U, >r, t ;; ❑Compiles ,Requirement will be met. . ]?:r or the installed R-values ' " �s`ks xr s4,❑ , L��-.``� �- .�...�-;��'=;K. Does Not - � aeg; ,�`; 4�:;.s y�.��,"'#�� +„,`Sc�'.uf"•❑Not Observable , �.. - •-� ,� - .��_:,-:fir- `�: ��.';�;�_:F,.,,,3<.�❑Not Applicable �..: ori, :.� ..:�k.�==�:_ ;�: w;,.ra.:,•u I 402.1,1, JWali Insulation R-value.if this is a 1 R- R `v ;❑Complies ;see the Envelope Assemblies 402.2.5, 1 mass wall with at least Y2 of the i E] Wood ;❑ Wood ;❑Does Not Cable for values. 402.2.6 Iwall insulation on the wall El Mass ' (IN3]1 lexterlor,the exterior Insulation ; I❑ Mass ;phot Observable 63 `requirement applies(FR10). [:] Steel ❑ Steel i❑Not Applicable I I I 1 I p ❑Complies ;Requirement will be met, 303.2 Wall insulation is installed er (IN411 manufacturer's Instructions. `s ._ i �'`'4= � '�^ ''?n'=4 S'❑ ' �� _�. ; .a�. r:��:: Does Not ❑Not t �n � = Observable �,�:.1.:+,=xx.F fih�❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 11,?'J Medium Impact(Tier 2) 1`3. Low Impact(Tier 3) Project Title: 1150 Calves Neck Road Report-date., 11/25/20 Data filename: Page 6 of 9 ::dans Verified; °•FIe1d Verified #, ...: Final:.lnspectlon Provisions-; Complies? Coumptions .IDValu : 402.1,1, j Ceiling,insulation R-value, ; R- ; R- ;❑Complies ;see the Envelope Assemblies 402.2.71 i .11 Wood ;❑ Wood ;❑Does Not table for values, 402,2.2, I 402,2,6 ! ;❑ Steel ❑ Steel ;❑Not Observable [Fill' ; ;❑Not Applicable 1 1 1 i , 1 303.1.1.1 :a k kN'•.,. �M41, .. Ceiling insulation installed er � 4� >tr ,-' r,�, r=4a =, ' l'�� .`� �_:���,x�' ❑Com lies Requirement will be met. 303.2manufacturer's instructions, ❑ Does Not [F12)1 Blown every sulat o , E�r:•;1` a' c * �m* Not Obsevable300 ft2 ; 1 ❑Not Applicable ; ` ryi":Lw:`. .btl:f.4;y ,`.2,s-_M^'"t"a.'N.'-�a1.:i�'. 5 ;"";.x". 4223,x:, Vented attics with air permeable - -`:M. ,�u * ,,;. ❑Compiles ,Exception: Requirement is [FI22 2 = insu ation include baffle adjacent M � '; 5 `'�sk� * ❑Does Not 'not applicable. to soffit and eave vents that +' , ❑Not Observable ' extends over Insulation. 1 :r z 3ur� ; �Ntr Vic: >. ❑Not Applicable 402.2,4 'Attic access hatch and door 1, R- 1 R-ry J ;[]Complies ;Requirement will be met. [F13]1 E insulation zR-value of the :E]Does Not adjacent assembly. 1 ;[]Not Observable ; ❑Nat Applicable 402.4.1,2 'Blower door test @ 50 Pa. <=5 ; ACH 50= ; ACH 50 = i❑Complies ;Requirement will be met, [FI17]' ach In Climate Zones 1-2,and 1 I❑Does Not <=3 ach in Climate Zones 3-8. ' ;❑Not Observable ; ❑Not Applicable 403.33 1 Ducts are pressure tested to ; cfm/100 cfm/100 ;❑Complies ;Exception:All ducts and air [F127)1 I determine air leakage with 1 ft2 1 ft2 :[]Does Not handlers are located within ;either:Rough-in test:Total1 econditioned space, jleakage measured with a 1 1 ,❑Not Observable , 'pressure differential of 0.1 Inch -❑Not Applicable 1 w.g.across the system Including 1 1 1 1 jthe manufacturer's air handier ,enclosure if installed at time of ' I test, Postconstruction test:Total 1 1 Ileakage measured with a 1 1 1 Epressure differential of 0.1 inch 1 w.g.across the entire system including the manufacturer's air handier enclosure. 1 1 1 1 1 403.3.4 Duct tightness test result of<=4 ; cfm/100 1 cfm/1.00 ;C]Complies ;Exception:All ducts and air [FI4]' cfm1100 ft2 across the system or 1 ft2 1 ftz 1❑Does Not handlers are located within <=3 efm/100 ft2 without air 1 1 I lconditioned space, handler @ 25 Pa,For rough-in ; IE]Not Observable tests,verification may need to 1 ;❑Not Applicable 1 occur during Framing Inspection. 1 1 1 1 403.3 2.1 Air handler leakage de l `= €` � f= ° 1 ag designated �r-: '�• .�.`l~�,•-�; []Complies q t will be met. F124 1 {b manufacturer t<=2° �{ " " 11 Re uiremen Y - „�f�i..,� , [ ] design air flow. ` >� s _ q Does Not 1 1 �.•rte' : ❑Not Observable ; Y ❑Not Applicable ' Programmable thermostats 'G�t-`' ;:` '" ' ` yam`- ire t 9 Ur,, ;,t ;=.'kk .:=tsa k; ❑Complies ,Requ' men will be met, Ff9]? installed for control of primaryF.}{- heating and cooling systems and .d• ❑Does Not r . "` :.- � �" []Not Observable initially set by manufacturer to 7=� -.u•: vim ° ~f"p� .Y '��_ ❑Not A code specifications. � �;�y Applicable �. PR _' A_ ,, . � #03:1:2= Heat pump thermostat installed �� = r� z ❑Complies ;Exception: Requirement is (E[1U]2 "s"on heat pumps, ❑Does Not lnot applicable. ❑Not Observable ❑Not A lic able ; 1?,:..=. 9 `'�" `"`" " �F: ❑Com lies 'Requirement uirement will be met. :403. '� Circulating service hot water q trG �z F ons Not Fill 2< systems have automatic or r, accessible manual controls. �;Axa..c�G-,�.i-,•;y.�;�.'�-'°=y;�� t;y •���w; k.K}4•�,e�" , - -_�• ❑Not Observable ' :]Not Applicable 1 1 11 High Impact(Tier 1) `:2:: Medium impact(Tier 2) 111 Low Impact(Tier 3) Project Title: 1150 Calves Neck Road Report date: 11/25/20 Data filename: Page 7 of 9 -Seco n ..:.. • . .` . , .. •Plans:Veiri�ied : :.F.ield,Yerified -: = >--;;-� '._.•-=:.. - - . , - . = ;: :Final Inspei:don Provisions . .,,:' Complies? Comments/Assumptioe�s:: ,•-, 'Valu `: ::- ;Value All mechanical ventilation system ,,-.,, _ 4; r• , ;> pcomplies ,Requirement will be met. FIZS a Thr r3+: • •[ ,I,::.� fans not art of tested and listed f;.F_^;f��•�;� 1 �- ,G•. ❑Does 1 p n,. '..;•�r€Yr�`%�{.?'^-n�:.,. Not I HVAC equipment meet efficacy ❑Not Observable ' and airflow limits per Table :� .�,_�:,,._ �, •. fr•4 �:;'�s-�;��:,�'� „,__; x�` ',w. x� ❑Not Applicable ` 8403.6.1. �4�. =t#5��,�'F � �'-'� ^r��� i Hot water boilers supplying heat ;'c'1f x,= �'; y '� = "C7Complies q n= es' • 'Re uirement wlII be met. �ti,cr�, "13r 1 through one-or two-pipe heating '` su 1]Does Not 1 systems have outdoorsetback '* =^ ' ry 3> 1 -:: ::• control to lower boiler water `f ',r � ept ❑Not Observable ' temperature based on outdoortit - ''" �; ❑Not Applicable •�`r>;���.temperature. Heated water circulation systems ' _ " �- �❑Complies ' eq ' ,:�;�:-. .�'-�; • 4�.��..�-,-..,�:.. „,t. IR uirement will be met. [ 18j ' have a circulation pump.The yy`;wn Ly[]Does Not ' - system return pipe Is a dedicated c � � 3 ;.1 �r ClNot Observable ; :return pipe or a cold water supply• �,.•. � "' � ..�r'•�:.�;`tN ..`r.`ri71�`�.�-%,^z use ,a_ � �' 1 S pipe.Gravity and thermos uf;, s "� x' x °r' ❑Not Applicable syphon circulation systems are not present. Controls for '1. circulating hot water system _•,, €zr ,_�• ' =; �w �? pumps start the pump with signal ,* ' ;•,_ ' ?for hot water demand within the M. occupancy.Controls tfr " automatically turn off the pump when water is in circulation 10op ;.1 . 1 -:•,���.;; _ is at set-point temperature and �` '°kr';�r:•��. K� '� ;' �;•� , no demand for hot water exists. : Electric heat trace systems =�"�`,, r ,-� .y;• ��" Complies Re -�� _ �r• ,: r �•'❑ p ',Requirement will be met. comply with IEEE 515.1 or ULA= ' °'"F �" ❑ P Y �;t.;:,: `K=`' •. ' 1 `��;�`�'-, Does Not 515.Controls automaticallycrr '.3,'.i CSca t- ,-rte -;l. ":y`�.;,• 1 adjust the energy Input to the ;,i;^ ''t�k ,� ;;�I❑Not Observable , ❑Not Applicable 1 heat tracingto maintain the , • ��,:;:�,..'�1 desired water temperature the z''•-�',4 'z=,�:;���`x. ••r, - _ piping. Demand recirculation water ^: n ' ❑Complies I Requirement will be met, systems have controls that ; Y = `'•-�''�--r:._.�_# z ❑goes Not , manage operation of the pump ? and limit the temperature of the re phot Observable I water entering the cold water '€ z3 ❑Not Applicable 1 piping to<= 1044F. 4ors'`4:3'!° Drain water heat recovery units ;y,.. � =' �,❑Complies ,Requirement will be met. t. Does°< tested In accordance with CSA u =. '� ❑ ` �•y:, °=• � Not 1355.1.Potable water-side ' , ` 1 pressure loss of drain water heat []Not Observable recovery units <3 psi for ❑Not Applicable 1 individual units connected to one 1 or two showers, Potable water- `rte' side pressure loss of drain heatreco very units<2 psi for �k Individual units connected to -�_ -r . ; three or more showers. - _< = s. , �� O i 404.1 90%or more of permanent :�* t R. axe - ``:❑Com lies 1 [F1611 fixtures have high efficacy lamps. ,t �s` y p Requirement will be met. '�,�< �'�._.�.•� �� '❑Does Not ; .....❑Not Observable ; .' k ;` s•❑Not Applicable 1 _ 1 404.1:1 Fuel gas lighting systems havew' _}• , � y ❑com plies Requirement will be met, jF123]3 no continuous pilot light. G ❑Does Not i []Not Observable • �:f: ���zz.�:� ;,,.� �_;:__< �. ❑Not Applicable ; _�""01WI %1 �� _Compliance certificate posted, ❑Complies ' Requirement will be met, Z* ,•„r..¢r.�r. `l".(F 'Si-•,,,..�'.y r' a ❑Does Not ; E]Not Observable ; 0Not Applicable 1 1 High Impact(Tier 1) ;.Medium Impact(Tier 2) ;:3. Low Impact(Tier 3) Project Tltle-. 1150 Calves Neck Road Report date: 11/25/20 Data filename: Page 8 of 9 Section - •Plans Verified. Field-Verified':.:_: #. .Flnal.Ii�speetlon Provisions.: . ;.Complies? Comments/Assumptions iie B .ID' Value Value Manufacturer manuals for ,.:7t,-�.;r. .„ �>, ::rt=�g• s' r�Y ElCompiies ;Requirement will be met, .I ���A:;S.'`ti+i ti4., c u ��et?�} i.s�. 9 �k 1 [FI18)1:- mechanical and water heating _ . _$,<,aY _ _M..;, r ;_pDoes Not ; systems have been provided, '`7C r'ks?*;; =r4 kz, ; s.<.�..yly��e%r��. 't':s Not observable ' 'c}r,a,i'•�.F�Y.i. '.?:�' • yt......:SJ(';i ]•>N:FiLtl'it•',illsJ'i��?i'^',_Ikc:s3i'r;�.E:{:.4.{e vk�Y'�':: �t? ONot Applicable Additional Comments/Assumptions: 1 JHigh Impact(Tier 1) [:2`1 Medium Impact(Tier 2) 3• Low Impact(Tier 3) Project Title: 1150 Calves Neck Road Report date: 11/25/20 Data filename: Page 9 of 9 20181ECC Energy ifEfficiency Certificate Insulation . Above-Grade Wall 27.00 Below-Grade Wall 13.00 Floor 0.00 Ceiling / Roof 39.00 Ductwork(unconditioned spaces): Glass &Door Rating • Window 0.30 0.30 Door 0.30 0.30 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date• Comments FREDERICK ROBERT WEBER B ARCHITECT A'1 16'-9" 36'=6" 21,_2" 12'-1" 8" 4'-8" 8" 4'-8" 8" 12'-1" r--1 r r— _ r------------------:I- -------j [1, J L T L—--——--———_----————————_ I ... : r--------------- ----------------------------------------------------� I I I I I I I I I I I 1 I C I � I UNEXCAVATED 1 - 4" P. Conc. Slab w/ I I rn 6"x6" 10/10 WWF Reinf. I I I I w I � I 8" P. Conc. Fdn. Wall w/ 1 � I 4" Shelf for (2) #5 Bars To t Bot. I I ____ ( Conc. Pier ____ g I I " P 1 � (Below Porch Slab) Slab Ede t 334 Bars 32 oc on L J _____-____ L_ 20"x8" Cont. P. Conc. i --------------�--- --------J -----------------� r, Ftg. w/(3) u5 Bars, (Typ.) � • I 31" ao r 1 1 -ll ----------- ---------------------------- W ----------- --- r--------------------- -------� — I II GFI VGFI I --1 �a 11/2' I BeSm I �, -I", I 8' -141/2" 3'-2" 2'-5 1/2" 8'-8' ►q'-�" 1 ------------------------ ---- J Po&et I I:1 -� --i + I � II I I.I I cv I L------ I 1 II G I I 4'-0" 1 ¢, I II I 11 I � I I 1 _� I I I cti �--� a•=�===iII - - - I I:I -9' 4' 8" r---r 1�----- 8,� I I I \ I N I I II 1/8" TJI(560, 16" o.c. r- I I � r- - 1 J Hinged Grate I I I = r n u i v i9 L_c4 -- I ; I (Under Bath Room Above) r 1 x I 1 I L________________ Cover -J i � 'a10 I I�T I Ili 6 I � I � I U I P 1 = ( r------ I \ I I - I I II = n' To 1St " N 11 s I I 40 I _ 0D I 8 P. Conc. Fdn. Wall w/ —� L °0r I l2) 335 Bars To t Bot. 3'-0" 2 -2' ---- ---------- I:I 5'-9" I 1 _---- 1 8'-8" g" t 334 Bars 32" oc on 1 ao I � I Ill � , -ry---------� P I � 1 -� � III v i(Unde Island)i � I Egre s Window 1 3 I III 0 O I O I O - ----- l I p I -i 20"xw/(3)Cont.5 P. Cors, (Typ.) Sill-in V-8 ea8ayAbove i I Q i Iii ^ P I P ren 1 ii o iF43 ----- I I o 1— I q O _ =1 1 I rn I _ BASEMENT _ 1 I I Ln I cIn �1 cv Slab (Max.) P I I Ix 1 111 -� 1 � 1 =� - 3 -I" IL __ 3 I/2 Steel PI e Col. 0 1 1 I 111> " P Unfinished- 30"x30"xl5" P. Conc. Ft . L Ill 1lO ----- r------ L-- - ---------------------------------- 0a 4" P. Conc. Slab w/ 1 °0 i I:I IIw/ (3) 1x5 Bars EachWay I II_ \ \ CO _ __ ___- I 1 I r- 6 xL 10/10 WWF Reinf. r - - `- l:i III ) II 1/8 LVL 11i O I I ----------ee --------- ------ - ea ------ ----- --� I (3) 11 1/8" VL F.J. w/ (2) 3/4"x II" Stl E. _�=L__J11,., L _ _ _ ---- ---- = ----II` _ _ = I:I > III > III m --------------- ——1 = I =--- ------ - ---- --------- ----T II -� -� l 1 (----------- -- --- I I 11 _ I:I III _ 111 I I I 1 I DRAWING TITLE: oo ., I:I oo III oo III 1 Foundation for "Bllco" I I °D 11 ' " " i ( CA ' 1'1 = r nl r nl = I I I Garage Wall: j Door. Model C w/ I _ II 14'-0" _ s'-II" P 8'-3' _ I 0'I I 1 FOUNDATION A 0 12" Extension i Metal 1 1- 1 u I 10" P. Conc. Fdn. Wall w/ I Stringers I � 3 I/2" Steel Pipe Col. on 11 111 `� 111 r I (2) 3t5 Bars To t Bot. Al Al 0 ---- ------- -- -- ll " C 1. = nl III = t u4 Bars 32" oc I-- I `� II 36 x36 xl6 P. Conc. Ftg. � I:I _ 111 111 I ( I . --,w/ (3) #5 Bars Each , r- . _ __ I 1 I Vert. t Horizon. on I I + I II I I(Tgp., Unless Othedwise Noted) I I I 111 111 I� I I 20"x8" Cont. P. Conc. j 1 I - -------- --J I�, I I W 10x45 Girder w/ 2 6 Top E I I I I W IOx45 Girder w/ 2x6 Top E I �_ I — III _ _ 1 _ I I III Ftg. w/(3) 45 Bars I �. .—._.—._.—. ----4 _I.—.—.—•—•I— 1—•—•—•—•—•—•— — — — I— Q-- —•— I I I 1 ao In ated Doors, I I - - - - - - - - I I I I I I — 77.— —1 — I �1 I I I I it 1 �I:I I:I > Il I ( I I I rl--+-I-+ - -_ - w/I th rstripping I I I >1:1 I I > l:l I I • __ I U L____J Beam 1 1 1 —J L_-0 __J L_9 __J L__ J _ Pocket I I I < < \ 3 1/2" Steel Pipe Col. on o P o it I:I `- I;I - 3 x30 xl5 P. Conc. Ftg, I I I 1 I I II I I er4 1 i- o 1) I:I p - 1:1 w/ (3) 31:5 Bars Each Wag � - I I I I 1 JOB: I I II I I I �> 1 11 1/8" TJI 36 16" o.c. li FI cv I I y_+- _ _ -'_ I L I I II I:I I 1 I UNEXCAVATED 1 1 EUL,4u i i RESIDENCE 13 ` I:I IJ - 5" P. Conc. Slab w/ ' I I ' __-______ I i �, i i p I;I 1:1 O Il Ln u, Vx6" 10/10 WWF Reinf. I I I _ I\` Ln --- - --- I ' - v I I •v LL lil I.1 P I I I I I _T I P II -1 1:1 m 1 1:1 - 1 i- > > P ao i i i Pitch to Doors I II50 CALVES NECK ROAD I - I� I:I il) (I r I I : - I:I I I I I i 50UTHOLD. NY 1 I Water z ~ bo 0 ba ll ~ I:I _ I I I __G. _-W{ __r -4- o = \11 \ I:I TOWN OF SOt1THOLD i 1 Service _ ao ater I I, 1 SCTM# 1000-43-1-23 l Il -6" = 20 Am 101 I 22'-8„ i I ^ • ^ : as ire a trice I I - � I Sarntary - r+la �+ lil - l I I :,- I ---_ - - - r-- urnace 3tl _------_ Pan I J -I I ARCHITECT: L--------- Liner------------- 19 19 I:I I W I I Beam I:I I:I I:I ------ - --- I I LL _ et ______ __ i i i FREDERICK R. WEBER L--------------- — ------- -- -----------_ --------- 1-1 --------------1:I ______J}•------------- —__J -d- - --- Fi ---------4—, 1 1 ! 1 41 EAST MAPLE ROAD GPI I:I I:I GPi 1 � II i GREENLAWN. NY. 11140 I I L------------------ ----------------------------Vl-" --------------- ------J i Ib o IE i 52 NOYAC PATH �J En I 1 I I I I WATER MILL, NY 11914 f 1 I I Shelffor -------------UNEXCAVATEDII I --------------------------- - cv „ Slab Edge I 11 I I L- -------- -- -- ---------------- - -- -- ---- -- --- I �:, TEL 431 154-5555 4" P. Conc. Slab w/ 4 j : I I _m I I 4D I fweberarchitect� ahoo.com O I I I L-------------------------------------------------j I I 6"x6" 10/10 WWF Reinf. _ : II _ y 36'-0" 7'-7" 1 8° SEAL: in C Kl I I 1 I 1---------------------------------------------------- I \ ►+. � O.A —————————————————————————————————————— —————————J W .................................... .. .. .... . ........ . ...................................... .... .. - 1 I :..:............................................................................................. ........................:..:..........................................................:..: 03 ..........................................................:..:..................... ...................................... I I \ .' I i ------- -------- -------- -----------------------------11-------------J I `� I I � 1 --------- -------- I \� NOTES: I A-1 I I- DOUBLE ALL FLOOR JOISTS AND FRAMING UNDER 8 20'-10" 8" 4'-5" 8" 4'-5" 8" 20'-10" 1G \ .. I I ` PARALLEL PARTITIONS AND AROUND ALL OPENINGS. I I ' APRIL L, 2021 2- CONCRETE TO BE 3000 PSI AFTER 28 DAYS. 8._q., 52'-6" 8'-q" MAR 29. 2021 3- ALL FOOTINGS TO BE A MINIMUM OF 3'-0" BELOW GRADE REV.: FEB 14" 20211 -J 4- ALL STEEL GIRDERS BEARING ON P.CONC. DATE: OCT30, 2020 FOUNDATION WALL TO HAVE 4"x6"xI/2" B.PL. B (UNLESS OTHERWISE NOTED) Al SCALE: 1/4" = 1'-0" 5- ALL COLUMNS TO HAVE 6"xl0"xl/2' JOB NO: w202OO9 (UNLESS OTHERWISE NOTED) 6- GARAGE SLAB TO HAVE 6"x6 10/10 WWF RE DRAWING NO. PROVIDE I/2" EXPANSION JOINT >'�T SLAB PERIMETER. I7- STEEL SHALL BE ASTM A-36 (EXCEPT FOUNDATION PIPE COL WHICH SHALL CONFORM TO ASTM A53 ROUND PIPE). STEEL WORK SHALL 1/411 = I,_0„ y�4� = a I r— CONFORM TO THE LATEST RISC SPEC. L� l L, I < k J<J e A2 F JAN 18 202 �.� OF A9 21'-2" WINDOW SCHEDULE r------------ ---------•------------------------------- 2x6 Studs , ____-- Area REDERICK (16"oc) I , , I Unit Model � R.O. Opng Egress ROBERT ................................ I I I ® UDHG2 3232 V-2 1/4"x C-0" Yes WEHER >.; »:;: >:? ::;?:>s:; I - rt-----, i i © UDHG2 3226 3'-2 1/4"x 5'-O" Yes " 1 II I I I PI wood 2" Closed Cell j `' psrill I I I !gl y Spray Foam I , II I I I © UDHG2 2018 2'-2 I/4"x 3'-8" No Sheathing I PATIO ao u I II ARCHITECT Insulation 3 I/2" F.G. i B 4____ i i UDHG2 2418 2'-6 1/4"x 3'-8" No Batts (Unfaced) A I I I I I I I O NOT IN USE ' _-__-_ ® DAWN 20202 I'-9"x I'-� 5/8" No FRAMING CORNER I 3/4" = I'-0„ 3 I II._ „ 4, " " O DAWN Custom 3 -2 1/4 x 2 6 1/8 No SQUARE FOOTAGE: 0 6x6 Pressure Treated HO UCA Custom 2'-6"x 3'-II 1/2" Yes Post, Encase in IxlO IST FLOOR LIVING 2211 SF I M I "Versatex" Trim w/ Base, SI UCA 2844L 2'-5"x Y-1 5/8" No ____________ 1 t Cap, Bolt to Found. FRONT PORCH: 448 SF -------- Wall, Strap to Hdr. (Tgp.) ---------- --------------------- -----_ --------- --------------------- ----- ------------ UCA 28445 T-Px 3'-1 5/8" No REAR PORCH: 432 SF � i II UCA 2844R 2'-5"x 3'-1 5/8" No GARAGE: 565 SF II II C I I I I 2ND FLOOR: 190 SF I I I I Al Model Numbers Refer to "Marvin" Signature. Ultimate, I I I I PG50, Low-E4 w/Argon Glass, Simulated Divided Light W 36' 0" 1 I 8' a I EA PORCH i I I NP7 DOOR SCHEDULE — I _ I I I W II II I ------- - -_ -- I I Unit Model # Width t Height I I i3, 3., ` �, i� �,_ I 1 im son (Left an I I - 2 - I'-10 - 4 - �, 2 3'-4 1/2"I p 3'-0"x l'-0" (Door) w/ Lb 6 I I 1 3 2 I I I 4 Pane ,lass-Top, I Panel-Bot., O Sldelites to Match (2) I'-2'x 1'-0" lSidelite ) II LULI I II " Simpson , 31504 (Right Hand) " --------------------------- 0 4 Pane Glass-Top, I Panel-Bot. 2'-8"x1-0 (D D 4" 2._8.. I._5,. 2,_1., 3._2.. 1. 2'-1„ 2,_6,. 4._I,. "The Low C14o I O 1 - ------ I� Sink i DW i i___, � SDLr(Outswing,CLeft�and) E� 3'-0"x d'-8" (Door) O "Simpson", 31504 (Pair) 4 Pane Glass-Top, I Panel-Bot. (2) 2'-8"x 1'-0" (Door) /I. `r Dn * Verify Operation � I 'Ram _ `" ' '- ' ead :i 1 10' 6'-8" 10' W/D w/Front Loading I Stone Facing1 i ;�, ' Areaway w I GI ss ao 1 , I 1 n Fireplace Wall I I Island 2 , pO Countertop t Hinged Grat I Pa el W.LC. j I I I Cabinet Above Cover 16' Wide _ (Horizontal tyle I I KI BCH N p{�d Dn - I Prefab Fire lace, �'I I i ✓O 32" cel 1 , I I I I Gas-Fired 1 rn ink Note: 14 l.............:.. .. , I ; iy `�' _ „ „ C14 I , �, , I I I-1 / T 1 LIVING ROOM al i , �O _ W i 6 0 3'-2" 5 -I 3 -0 2'-4" O , , I I Closet I terror I I I I ' O I , 0D , �, le_ (5 I LAUNDRY W Frees andin �- 11 y Owner i I 1 � I , , _� -1 I `" 1 T b I I I Stone e , 1 ;_ iv „ pbinet _ I C T-0' I I I Hearth E I 3'-6 4, O 4'-O" 2'r0" 4 5'-1' 3 -2" 4 3' 2" 4 Countert 8'-8" ' I ' i I O � Cab. � — I � --- I 4 v - I ' i MUDROOM DRAWING TITLE: 4" r-------------- - --------Do r-----------' D orBarns ``' I 21'-0" „ p 13,_6„ 141 5,_O„� 3 -4,. 4.. 4,_4., 4,. 3'_8 I I IST FLOOR A O 4„ v E ,v- Barn i-iz -- ' 1 I I ---- ---: Door = I A ............................................................................. .............. .........v........................ .........I...... ..... .. A -CI Al p � � Self osing I o Al 00 ---------------------- O i 28"- I`°D COATS = 95 Min. 5/8" Type "X” Gd-B I o 32 �-+ i �, Pantr W.O. �, --- Ref. I - , __ : O CL• __ Flre Door on Walls t Ceiling I ' _--- ---------- --` Trimmed Hing w/ Barn Doors Trimmed Opening Trl med:Opening I I`�' cam, Separating Garage I o m ` - ----- -,--- --- - --- ...From••House••5pace• : O , I = -=---- -I--- ---- - -=--- " o- .. .. I I ' 30 8 , 4-12" 5,_4„ I,-T' 4'-II,. d 4 _0„ 4,-q, 6,. _6„ 1 Interior I P. Conc. ' ' "Bilco" Doors I _ , 1 I by Owner , 6- \ Apron w w/ 12 ------- I '� I MASTER BEDROOM d ----- Built-i 1 I i I avers `\ Extension / .......... I i \ GARAGE i JOB: _ Rain _ I �' I --� _ ad _ ' EULAu 16'_8 4,1 II. 8,. i 4., 1,_8., 4., i l,_0, 4,. 1 1 13'-8" 4,. o , _O,. 4" 12 _0° 6 �, 22'=10" --------------6„ 2,_O., iy ' RESIDENCE I - „ I rn cn 36 , FOYER I I r--------------- ---- ---------- - = SITTING _ 1 Barrs 1 1 °' DIN( G ROOM a BEDROOM 2 New 5" P. Conc. Slab w/ 1 0 IV O.AT.S... . ,..I. a " , 1150 CALVES NECK ROAD Dooris��•••�•••••:�••���•••��••••••••• O �� _ 6x6 10/10 WWF 32einf. I TOWN O LSO THOLD Pitch Slab to I O 1 i II I SCTM# 1000-L3-1-23 1 1 I t- Overhead Doors I o v- ti I i Med. = 28" I v - Cab. I o , ARCHITECT: C'' 13 -8 i F13 uilt-t 3' .1\2"1'U. -2" i zo FREDERICK R. WEBER AD ® I In o I I ® i GR EN41 LAWNPNY 11140LE R rl I --------------- 52 NOYAC PATH � I in WATER MILL, NY 11916 T-4" 3'-2" 3'-6" " 2'-2" �1 3" I/ 3'- " 3' -2" /2'� -- 5�=8�-- 6 I/ " 3' 2" 3`. 3'-2' 4'-0 I/2" -3 -2" �-r " 3'-6" 3'-2" T-4" TEL 631 154-5555 fweberarchitectOgahoo.com p II / II - - 5EAL: 3,_2„ 3'-2" 3'-2" l'-O" a � .FDAA , ol ---------- ----------------- ---- ----------------� I I 6x6 Pressure Treated ---- -------- Post, Encase in Ix10 y 4 ----- ------------- ------------------ -------- l '. —————————————————— ————— v4 Dn Versatex Trim w/ Base, t Ca Bolt to Fou d. t� 9'-9 1/2" 9'-9 1/2" 9'-10' 9'-9 1/2" 9'-9 1/2" C Wall, Strap to Hdr. (Typ.) l� - 0)0 A-1 .. 52'-0" 9'-0" 24'-0" JUNE 8, 2021 APRIL 19, 2021 APRIL L. 2021) MAR 29, 2021 REV.: FEB 14. 2021 i -J DATE: OCT 30. 2020 B B SCALE: 1/4" JOB NO: w202OO9 FRAMING NOTES: 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. DRAWING NO. 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I. 5/8" MIN. THICKNESS OR AS NOTED. 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D a 4" O.C. EXTERIOR EDGES AND 6D a 12" O.C. INTERMEDIATE. IST FLOOR F L A N 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. OR APPROVED EQUAL. �D� 4. ALL HEADERS C-O" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, T-0" AND OVER WITH TRIPLE UPRIGHTS. 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, 1/4 = I'—O" A `q ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS `�'y S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE: OR AS NOTED a 8'-0" O.C. SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. 6. DOUBLE FRAMING AROUND OPENINGS (Skglights, Stairs, etc.) OR AS NOTED ON DRAWINGS. 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS a 24" O.C. OF A9 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALV. METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. WINDOW SCHEDULE Unit Model R.O. Area r g Egress FREDERICK ROBERT ® UDHG2 3232 3'-2 1/4"x 6'-0 " Yes WEBER ® UDHG2 3226 3'-2 1/4"x P-0" Yes © UDHG2 2018 T-2 1/4"x 3'-8" No ARCHITECT B Q UDHG2 2418 T-6 1/4"x 3'-8" No Al E� NOT IN USE O DAWN 20202 1'-9"x 1'-1 5/8" No Q DAWN Custom 3'-2 1/4"x T-6 1/8" No O UCA Custom 2'-6"x 3'-ll 1/2" Yes SI UCA 2841L 2'-5"x Y-1 5/8" No --------------------------------••--------------------------------------... -------------------------------.._- ---------------------------------- S� UCA 28445 2'-5"x 3'-1 5/8" No II II C S3 UCA 28448 2'-5"x 3'-1 5/8" No II III LI I I Al Model Numbers Refer to "Marvin" Signature, Ultimate, PG50, Low-E4 w/Argon Glass, Simulated Divided Light ("T� II II w 8'-8" I I v I PORCH ROOF I (Aluminum I DOOR SCHEDULE Standing Seam) I I I O(Above) I W I I I 14'-8 1/2" 6 3'-2" 3'-2" 14'-8 1/2" I Unit Model Width E Height I I Impson (Left Hand) 3'-0"x l'-0' (Door) w/ I B B I I lO 4 Pane ,lass-Top, I Panel-Bot., F—� endow Pan (2) I'-2'x T-0" (Sidellte ) I I I I Sldehtes to Match I I I I 2'-1 3'-2 2'-1 2 "Simpson", 31504 (Right Hand) 2'-8"x 1'- " LDrvyl -_ -________ 4 Pane Glass-Top, IPanel-Bot. `\ i I i m // 3 "ThermaTru", CCA220, Low E, 3`0"x 6'-8" (Door) \ _ ( I I _ , I <r SDL (Outswing, Left Hand) I r----------------7-------------rI II II 4'-4" 1' 1I 41, "Simpson", 31504 (Pair)4'-4, ® 4 Pane Glass-Top, IPanel- Bot. (2) 2'-8"x 1-0" (Door) Shed Dormer I I I I I I I r * Verify Operation I L J—I� i° I U1I '111 16' Med. I Cab. I II I I � I< - II I L .. . ..... .... .. BEDRIOOM 4 . .. ..................... .. - _ I !.................................................I.I................................... I L _ I I -15ZGa (� -'� Clg. Brea Dn 14R ATTIC I I I - - - - Wood R II- In L J 30" � H 2 Metal Balusters \ I I F 4"oc, 3' Height ` I I DRAWING TITLE: 0" II30 28 4'-`i" 6'-8" 6' 9'-I" ,- 4" s " I I I A O D Ridge ----------------- --- Ridg %--- - -I.** � - - - -----------r -------- - I I � \\� I I I L A 2ND FLOOR I - - - -p HA1=L7 - -- -rr- - `v i I Al -4� -r--- 15'-10" ii !�„ �n 3'-6" I'-2 4'-1" 11 I I I I I I I �\ I I L I I I I I I \ I I oo _ _ _ _ _ _ bo Ridge —� -------------L--� I I - - - -- s� - - ,n L- - - - - - - an- 2p --ter ---� --L - - - - - - - + + =-�`r T �- � ---- I � _ I J i 3O'` iIi 30" ------------- ----- -� --- IF .................................................................................................. I'I I I'I , 6' = I II: III i 3 0" I I I I leder V �' { I I I it . ...................... .. BEDROOM 3 I....... .. ......... ... = I I BONS ROOM �I It{.... JOB: I /I•I I u'•., I - - I - - - - - , I I L. � I �a / I I I / III I I I Line of 8 Ceiling EULAU i LOSETCEDI I RESIDENCE 1 ,2 Knee Wa s 5'-6" (±> i ----- - , ---- ---- +,I I +, I I 1150 CALVES NECK ROAD 5OUTHOLD. NY TOWN OF 5OUTHOLD Alo =I I =I °B I 5CTMu 1000-43-1-23 in Ln I I I m . IT, I I ¢ a03 \ _ I vl I / 03� I IMv \ I I °' U I I U I Q I ARCHITECT: ru L--------------------------------� I / III I IIIA `\ I L--------- ---------------- aol Y I - I I I FREDERICK R. WEBER I o I I I I 41 EA5T MAPLE ROAD � I •�•. I // I•I I I•I \ I i . . I I I I I 4" I 14' '4" I 4, 4._6., I GREENLAWN. NY 11140 B B \ 52 NOYAC PATH II II `� i "' i i i WATER MILL, NY 11914 14'-8 1/2" 3'-2" 3' (Ab3' 2" 14'-8 1/2" \' /y I I _ L-- ____--J TEL 431 154-5555 ---- PORCH ROOF \ \ I I I fweberarchitect®yahoo.com (Aluminum 0 SEAL:- Standing Seam) \ FC R• �� •.•:�------------- -----••--------------------••--------------------••----------------------'-------------------:•- �I C ,- A1 ar ' APRIL L" 2021) MAR 29, 2021 REV.: l FEB IL. 20211 -J DATE: OCT 30, 2020 B Al SCALE: 1/4" = I'-O" JOB NO: w202OO9 DRAWING NO. 2ND FLOOR_ (&0 A zi �y OF A9 ELECTRICAL 5YMBOL5 SYMBOL DESCRIPTION DUPLEX RECEPTACLE W.P. DUP.REC.-WATERPROOF FREDERICK QpGrI DUP.REC.-GROUND FAULT ROBERT ® DUP.REC.-FLOOR WEBER DUP.REC.-(I)SWITCH OPER. Cp SPECIAL OUTLET ARCHITECT O SURFACE MTD.-CLG. OP SURFACE MTD.-CLG. (Porcelain) - RECESSED-CLG. FO WALL MOUNTED C DUP. FLOOD 04 RECESSED- DIRECTIONAL -------------------------------- --------------------------------------... s� SHOWER LIGHT (Wet Location) ------------------------------_.._-------------------------------------- UNDERCAB. FIXTURE II II I I I I ® DOORBELL/CHIME II II I I I I EXHAUST FAN I I I I r II II W I I I I PADDLE FAN II II II II II II sP SPEAKER II II I I I I D TELEPHONE II II I I I I O CABLE VISION II II I I I I © COMPUTER (Cable t Phone) II II II IIr� THERMOSTAT I FAN/LIGHT '^ O SMOKE DETECTOR ---��------------i o W �co CARBON MONOXIDE DETECTOR ----------------, SWITCH I r, ---------------- I I � •'•. I � � •.•• , I $ 3 SWITCH 3-WAY 4 SWITCH 4-WAY _ I_I �•1. I .I'� o SWITCH W/ DIMMER J J I �\ I d I $ w SWITCH WATERPROOF I I I I I Wire 0p'ly. I I I I I (3) Cat 6 I JS JAMB SWITCH KEY PAD \ Sd !I.............. - ------- _—_—,_—�_—_—_�_——_,�IIiIIi—� —_Q_——• _ ;;�iIiIIIIiIII�:f.ac.:e�. •.IIIIIIII. •'i•''�••��������\ �O Lighted Mirror III ------- I �To .. . ................................................... .. . ............. ........................ .. . ............. .. .............. A... .. ... oo1r .............................................................. s t i ,� IIIIII IIiIIII�IIIIIII � IIFIIIIIIIiII DRAWING I� TITLE: ELECTRICAL L E : ELECTRICAL ---------,— ------------------------ - -----------P —7-I ------t 2K0 FLOOR urface Surface Q2 Surface Surface ----- -------1 -------- ------ -------- 0 ' f :::::::.::............... . JOB: Printer Wire Only, EULAU 13) Cat 6 ;, RE51DENCE Sp ace O 1150 CALVES NECK ROAD L 50UTHOLD. NY TOWN OF 50UTHOLD I I I I I I I I I � TV 5CTM19 1000-437 -23 ...... I I I I '1 Recessed Box I I I w/ ( ) Cdt 6 I I (Sons I I i I ARCHITECT: L--------------------------------J i /, I I I �\ i L____________________________----__ i Soun(I Bari I I E, i i i FREDERICK R. WEBER I ` I I _� I I I 41 EAST MAPLE ROAD .... --------- --------- tf I i i I I I GREENLAWN. NY 11140 1 1 III I I i 52 NOYAC PATH \ I I WATER MILL, NY 11911. I III i i I I I _______ TEL 1.31 154-5555 fweberarchitectOgahoo.com i \ III 5EAL: ./•-------------------••-------------------- -------------------- ------------ �F ° `G K � I. R =----------------------------------------- - - --------------------------------------------------------------------• I -P :� t= JULY 19 2021 JULY 15, 2021 JUNE 8, 2021 APRIL 1.. 2021) MAR 29, 2021 REV.: FEB I1., 2021 DATE: OCT 30, 2020 5CALE: 1/4" = I'-0" JOB NO: 402009 ELECTRICAL DRAWING NO. 2ND FLOOR_ E2 OF E2 . 1� CONCRETE COVER OR REDERICK TRAFFIC C.I. GRATE ROBERT BEARING SLAB PRECAST WEBER CONCRETE SITE DRAINAGE: APPROVED AS NOTE 6 CHIMNEY p STORM WATER POLLUTION PREVENTION DATE: # Z BP # li DRAINAGE 3, DR# AREA VOLUME (Required) DRAINAGE STRUCTURES VOLUME (Provided) CONSTRUCTION PHASING: FEE: , 3L 3,3 �Y•. ARCHITECT PIPE i NOTIFY BUILDING DE. � , HOUSE, GARAGE (4) 8' Dia. x 4'-6" Dee w/ I- INSTALL CONSTRUCTION FENCE. R MEN AT j 41, 42, 43, 44 PORCHES E PATIO 4100 sf x .166' Rain = 680.6 cf Traffic Bearing Top p III of 2- DEMOLISH # REMOVE EXISTING HOUSE # FOUNDATION. 765-1802 8 AM TO 4 P",4 FOR E FOLLOWING INSPECTIO�;S, 3- POUR NEW CONCRETE FOUNDATION WALLS FOR NEW FRAMED DWELLING. 1. FOUNDATION TV O I TYPICAL O ��, i (I) 8' Dia. x 8' Dee w/ , DRAINAGE I 45 DRIVEWAY 1116 sf x JILL Rain = 294.8 cf p 338 cf y REQUIRE Traffic Bearing Top 4- INSTALL DRAINAGE STRUCTURES AND NEW SANITARY SYSTEM FOR POURED CONCRt I RING > 1 5- FRAME NEW RESIDENCE AND INSTALL ROOFING, SIDING # EXTERIOR TRIM, 2• ROUGH - FRAMi^JG k PLUM 3. INSULATION 51N, 6- PROVIDE GUTTERS/LEADERS AND CONNNECT TO DRAINAGE STRUCTURES. q FINAL - T CONS r rQ 7-1,- 0 _ ` MUST I " D' - I I House, Garage and Porch Roofs to have Gutters # Leaders BUILDABLE SITE AREA: 28,105.88 SF, LAND DISTURBANCE: 10,000 SF BE COMPLETE F��= ,;, J. I 2' CLEAN SAND # _�> � Connected to Underground Drainage Structures (T9p.) ALL CONSTRUCTION! SHALL VEE THE EXISTING CONDITIONS: SITE IS FLAT 1SEE CORNER ELEVATIONS) AND MOSTLY REQUIREMENTS OF THE CODES 0 NEW L----- GRAVE-----------_J 8'� Ring: 42.25 cf/Ft of Height CLEARED IN AREA OF CONSTRUCTION # DRIVEWAY. (SILT FENCE NOT NECESSAR YQQRK STATE. NOT RESPON'' ESIGN OR I TYPICAL SECTION DRAINAGE RING FILL WILL BE BROUGHT IN FOR SANITARY SYSTEM IF SOIL CONDITIONS REQUIRE I CONSTRUCTION�ERR RS. ® EXCESS FILL FROM BASEMENT AREAS AND DRAINAGE STRUCTURES WILL BE REMOVED. CONSTRUCTION ENTRANCE AND STAGING AREA WILL BE EXISTING DRIVEWAY AREA. '39-50REMOVE TOPSOIL OVER PROPOSED HOUSE FOOTPRINT, SANITARY SYSTEM, COMPLY WITH ALL CODES OF X # DRAINAGE RINGS. STOCKPILE AND RE-SPREAD OVER COMPLETED SYSTEMS. NEW YORK STATE & TO U CODES Fk/S AS REQUIRED AND GOND TIONS OFt ,. P 3g 31 F T1AI EO M/(r G S/iy tom' oo, TRUSS PL CARDING REQU!"TI ' p,4 VF pUkIC Z�4C NG V (�� TOT R '4N \ON TSR /�oON oR _ S ASPHALT TRAFFIC S , I ��K ELECTRICAL C.I. GRATE Top Coat BEARING 21 ' (S0• k INSPECTION REQUIRED ' H Base r GRATE RF er 2 3g p0 `{/�Q� �O �n PRECAST `Y PIPE TRENCH @AR '5� ' OP ) �O ` CONCRETE °- r �-� DRAIN TO DO EXISTING DRIVEWAY BOX W/ `r -' DRAINAGE RING TO BE "CONSTRUCTION W TRAFFIC / ENTRANCE" OCCUPANCY OR Eo USE � BEARING SLAB STONE � � 3 GE BLEND �C) X 3g2 / / �F pq :PROPERTY OWNER: E IS UNLAWFUL CO DRAINAGE ,, � / `\ S 6 E"'FNr OP 386g �k/ST/ DENNIS EULAU WITHOUT CERTIFI PIPE (TO DRYWELU CROSS SECTION ,�i / /�� TEST O , w41�kYNG Sl 150 CALVES NECK ROAD Cr � TYPICAL C.I. DRIVEWAY INLET TRENCH DRAIN ® DRIVEWAY ��� =mac / W � �LE84 � ,, /'U6C��F�G<� T�IUUN�� SOUTHOLD OF OCCUPANCY SOUTHOLD ze. ��� (�emove \ X ��o / �Q C �.4T G SUFFOLK COUNTY, NEW Exrsting� YORK O ova /Overhead SURVEY INFORMATION: Fk/ST/ / �lvv / Service , � / i�LIN AS C 8.68 SCALICE LAND SURVEYING !(/�M/C yNG S/�y / Z`� New Underg ound� 0 �`� / i \o °nst�uc EXISTING X 1 SOUTH BAY AVENUE, ISLIP, NY RETAIN STORM WATER RUNOFF Iectrlc Se vice O % \ tlo PURSUANT TO CHAPTER 236 PUBLIC SURVEYED: JULY 31, 2020 T p \ CA o� i WATER TAP 3813 ELEVATIONS: DATUM NAVD 1988 OF THE TOWN CODE, 'lk T �' N 1 i ABANDON EXISTING i OP - COT 0 ��0,� r 0 >xl / / SANITARY SYSTEM 21 p,4AC FTF \ � W `. \ /. ICONIC. BLOCK) :1.Exp. r/ \0 7S SCTMn 1000-63-01-23 F / `X .8 kh�� EWoLOT AREA: 28,105.88 S.F. (0.66 ACRES) i� LPI I /SANITARY \o s ,47' � � ��w I i� , . "SYSTEM \ Rf@qR ZONING: R-40 O � � Septi W o NON-CONFORMING LOT: 20,000 SP TO 39,999 SF DATA 2 O ®. FC 9/,W 'r /' `T �R o• <�yy''a\k 1pO T X 3g 30 \ YARDS: (PRINCIPAL) DRAWING TITLE: TEST HOLED rs GVT X g � FRONT 4o PLUMBERCERTIFICATION TEST HOLE BORING BY l / RC �c�/ / RE-ROUT EXISTING SIDE (ONE): 15' ONLEADCON TEN TBEFORE MCDON•ALD GEOSCIENCE l�°�O °hc• /9S' S� �� �� 7- ��� WATER SERVICE SIDE (BOTH): 35' SITE PLAN •22 t1I 34 REAR: 5 0' CERTIFICATE OF OCCUPANC Y AUGUST 14, 2020 / , sb, u ° S �:.'� 2 Generatq� t �: 6'Q' SOLDER USED IN WATER PIPE CROSSING: DETAiI /lAlter1te)/ /, -35:1� i ��, �' , 'ip�\\ _ YARDS: (ACCESSORY) EL 38.84 , F\ i 87r IP FF O• 120,000- 39,999 SF, 18' HEIGHT) SUPPLYSYSTEM•CANNOT GRADE , PncP oma/ i `�K I'/ - / SIDE/REAR: 10' (LESS THAN 18' HEIGHT) EXCEED2✓10OFI LEAD DARK BROWN �/ lam; i N3/ V C '`9/, G '� `�,w1y . �o/`"� DRtt2 �' ,� 1 LOAM (OL) i ``` DR 4�---X 388 C �' / / Y, , �E1GHT (MAX.): 35'. (2) STORIES BROWN SILT (ML) v SLEEVE ROOF DRAIN 3' PIPE e CROSSING O Q / M ` "� /(/�'G i �° / LCT COVERAGE (MAX.): 20% BROWN SILTY / 4' SAND (SM) — W/ WA-TER LING � cL` i „� ` '��,,,, �.N ��, IN p / / �� 3 „ G �/ , hCC o / Q PROPOSED AREAS: P(-lJ SLEEVE WATER LINE ^ �p 0 / �. R �'" �( :T T,J Top ego HOUSE: 2211 SF ALL PL :'.:; JOB: PIPE m CROSSING W/ / R fi'�Rry Soi/ �o Fk/ GARAGE: ! `r `I ROOF DRAIN PIPE Ol / / UT pp /�, / R STj Q 565 SF &V1AT TI=;71Nf_I�1=Fo�3E_GOVE �iNG EULAU �ii� G FRONT PORCH: RESIDENCE BROWN FINE , i` A'�4 ��F 3�,. RcN x 01 X 3g 09 50, o !!/� YN SlN 448 SF TO MEDIUM / , T O / P b G SAND (SP) / ; / i N,4 `.`� ` i SIOFj T UQCICFCCINF REAR PORCH: 432 SF i i FUT 36, T/o a `� �` ° qX COT �/,4TF`R TOTAL AREA: 36620 SF GR N / cq 2 LOT COVERAGE: 1150 CALVES NECK ROAD poo�/ j p SOF 1 �;\� / / & go4. 84,Y, /F of S '� I2.1 / . Must provide Manuals SOUTHOLD, NY F(( ST oHAI D X 38. -_ /' f cA�@e N�y<( �/ �� P g Cr TOWN OF SOUTHOLD /� / " D 1 and S a p scTn 1000-c3-o�-23 �4'/l l�G S NLIVKFO' ��` / o NO WATER / AUB 0 S GC•F f" �� v0 T �� i NYS Energy Code ENCOUNTERED Tqk C/C Zz G I�osF \ AX COT 2 8 tri EXISTING CONTOUR 8 ,• ... 3 .Ij REVISED CONTOUR ARCHITECT: COT 22 FR EN / /\ s 6'C �� J / p�° y'� S \ NEW CONTOUR vomr door FREDERICK R. WEBER _ 41 EAST MAPLE ROAD SOS° `�`' ,, / ��/ �° � rnd ductwork GREENLAWN. NY 11140 � 8 SrppKADf F ``X 38��� / , LOCKING CAST eN. / � testing required. ° Q 52 NOYAC PATH IRON COVER Fk/Sr G .., OO• /�j WATER MILL, NY 1191L EL +41' PROVIDE CLEAN OUT 4"0 APPROVED TO GRADE 4x PIPE, Sl O / FACE OF HOUSE PIPE, I/4" PER FT. 1' MIN. # 2' MAX. TRAFFIC �°(/ O((/ GC srK / TO GRADE MIN. PITCH CONCRETE BEARING eCIC FCCIiV ic)\F / CHIMNEY DEPTH SLAB Tqk u/,47-e r 8^�X 3g 18n/ �/ TEL 631 X54-5555 /_ DRAWING SCHEDULE fweberarchitectayahoo.com EL +39' !� EL +39' COT 24 � � ` ''• / Cij 11 DESCRIPTION SEAL: • 4"O APPROVED O PIPE, I/8" PER FT. CONCRETE _ - • O MIN. PITCH COVER ' oo, % Al SITE PLAN INVERT INVERT - I °= A2 F=OUNDATION PLAN s LIQUI - at HOUSE EL +31' �' DEPT °0 INVERTII NORTH /z= A3 IST F=LOOR PLAN I EL +31.5' FLOW INVERT BAFFLE SENEW EL +36.5' I EL +36.2' O I SITE F L A I �l ATTIC PLAN A4 i P IC , I I Rfeq n TANK i �0HNG AS ELEVATIONS(1250 GAL.) POOL I" 2O'—O'� �Y, v f: A6 ELEVATIONS c''" I I 13' MIN. (300 S.F.) i AI SECTIONS COLLAR o A8 FINISH SCHEDULE/ TRIM 8 - A9 CODE DE=TAILS �r I I I 1 SI 2ND FLOOR/ IST CEILING FRAMING (IST FLOOR) REV.: I I PROPOSED SANITARY SYSTEM 52 ROOF FRAMING (2ND FLOOR) EI ELECTRICAL IST FLOOR PLAN DATE: OCT 30, 2020 I NEW SANITARY SYSTEM FOR 4 BEDROOM HOUSE I I NEW 1250 GAL SEPTIC TANK I I E2 ELECTRICAL 2ND FLOOR PLAN SCALE: I" = 20' I I NEW 300 S.F. SIDEWALL AREA OF LEACHING POOL 1 JOB NO: w202OO9 (U POOL, 8' 4) x 12' DEEP I 3' (MIN.) TO HIGH MEET ALL S.C. DEPT. OF HEALTH SERVICES REGULATIONS. i SEASONAL GROUNDWATER ; DO NOT PROCEED WITH DRAWING NO. 'FRAMING' UNTIL SURVEY ----- ---------------------J 'OFFOUNDATION LOCATION HAS BEEN APPROVED., At All exterior lighting installed,replaced or repaired shall conformOF A9 to Chaptclr 172 of the Town Code FREDERICK ROBERT WEBER B ARCHITECT Al 36,_6, 21'-2" 12'_7., 8" 4,_8., 1: 41_81, 8" 12'-7" r---i r- - r— r-_________________ ______J L L__________-__.____-_ _-__-_ 1 , FT 1 °O .,. 1 r--------------- -------------------------------------------------- I I � I I � I 1 I I I Al I 1 i UNEXCAVATED 1 1 W I I 1 1 - 4" P. Conc. Slab w/ j 1 , Cx6" 10/10 WWF Reinf. I 1 1 � I 10'-10" I'-4" Id'-Il.)" 1 8" I I 1 1'x"1 8" P. Conc. Fdn. Wall w/ 1 I 4- Shelf for 1 P. Conc. Pier -- I I (2) tt5 Bars Top t Bot. 1 I -- (Below Porch Slab) -- Slab Edge I �� t #4 Bars 32" oc on I L---------------- -----____-- 1 20"x8" Cont. P. Conc. H V 1 Ftg. w/(3) 45 Bars, (Typ.) OD v 1 oo ------------- ------------- ------- ---- --- AK -------rq -- I YYC,FI GFI I ( — —-, �v _____________________ - - 11/2" 00 j Beam 1 8" -q I/2" 3'-2" 2'-5 I/2' 8'-8" ---- J Pocket I 13 -� --� + - ------------------------ I cv I L------Q-------, / I " 1I 13 G I _ I 13 1 r I I 13 100 1 cv Ln 1 Hing d e 1 0- II 1/8" TJI 360, 16" o.c. F_ er r---- I o I ----------------� _ Ln r- z U I u l u 1 13 i I I N -� r� T--� o I t o I 13 I i�00_r r_ I I 1 I I 13 1 1 _ 8 P. Conc. Fdn. Wall w/ I L -- I (2) #5 Bars To 2'-2' t #4 Bars 32 oc cn ----------� ---- ---------- p Bot. 1 _ Egre s Window I I I(Un Island) 13 5'-9" I ____ I I 8'-8" 8" 1 " O I O I 1 in A eaway, I v I I O O 0 - ----- _ I 20"x8" Cont. P. Conc. Ln ' I Sill '-8 Above I r- r ' I `s' I �`' 13 u I I _ I 11 o I P I P Ln 4� 1) 0 1 1 °� _____ 1 i o I Ftg. w/(3) 45 Bars, (Typ.) L _ 1 I Slab (Max.) r311 1 11 X I i t 1 _ BASEMENT 3'-II" I I I I n `I -� I 1 Imo- I I teel Pipe Col. or 1 I Unfinished - I °O 1 x15" P. Conc. Ft .L_ 1 I I - I 13 ° ----- _----------- _ L----- -T ► 5 Bars Each Way L_ J I I �0 13 OII UP 11 r------ L-- - -------------------- __ 4 P. Conc. Slab w/ I CO Ladder I 1 (2) II 1/ I r 6x6 10/10 WWF Reinf. _ r- r= 13 O 1 -- - - - __-= I O 1 r---- -- ----Oa �, I = 1===== _ - - -J == 3 > III ) 11 1/8 LVL j Ill III ci I I ---------- ---� 1 ------------- ___ -- --------------00 13 00 111 00 111 � IIDRAWING TITLE: O0 I -� 0 1-1 13 r I1 r II Gara a Wall:"° 13 a0 _ ' P8 3 - oo I 01 I8" 1 14'-I" � 1 -4 14'-Q., 1 1 9 A o 1 = I 1 FOUNDATION I " 111 r 1 10 P. Conc. Fdn. Wall w/ 1 I Al I 00 3 I/2 Steel Pipe Col. on M I = 111 -- 111 _ 1 I (2) tt5 Bars Top t Bot. M 36 x36 x1G P. Conc. tg. � 13 III 111 - 1 1 t 44 Bars 32" oc I 1 I r--+--, r-----,w/ (3) #5 Bars Each- ay-, r-v --, III 1 1 I Vert. t Horizon. on I I I I I(Typ., Unless Othedwise Noted) I 1 13 I III r- -- 111 1 U I I " „ I I I I n1 20 x8 Cont. P. Conc. I 1 I I I W 10x45 Girder-w/ 2x6 op FL' I I I I W IOx45 Girder u/' 2x6 Top R I = I _ III _ _ _ `� I I 1 ------- —. I I III Ftg. w/l3) tt5 Bars I I �- I - - - - - - - -I — —I - - - - I— I- - - - - - - - - — I— 0- i } I� I � Beam L_-I) 1 I > Q __J L_� J O L____J 1T T _ Pock4t I I I I J L_9 __ P a ' < 0 Is 3 1/2" Steel Pipe Col. on a I 1 1 1 1 o u 13 13 v 1) - 3 x30 x15 P. Conc. Ftg; co 1 11 I I 1 1 o �13 13 d - I) w/ (3) #5 Bars Each Way - I I I I 1 JOB: I II 1/8' TJI 36 16 0.C. 13 13 c� 13 I I I 1 X13 13 1) O I I I UNEXCAVATED EUL,4U 1 I III X13 �_ 13 - 13 c) O I I I O I 1 N RESIDENCE `i' I I 113 3 13 1n c i I I I 5" P. Conc. Slab W/ ' I I i �' I = I I "-13 "- 13 O Ln I) ' I- P I I I 6"x6" 10/10 WWF Reirf. civ 1 1 1 N Water c+l P 13 13 P c� 13 j I 1150 CALVES NECK ROAD i 1 1 Service 1) > 1) c� 13 1 1 5 HOLD. NY O I ~ ba 13 00 1) ~ 13 r I I I -1) � 1) I) r 1 I I I j TOWN OF SOUTHOLD =13 = 13 °a 13 ater 1 I, I I SCTM 1000-L3-1-23 I 34'-8" eated11'-6" = 20 Am 101 I 22'-8" I 8 I 1 Sanitary r+13 �'' 13 _ 13 urnaceGas e#I Pan Irica I 1 I 1 ,� �� j L--------- Lme�-------------- ----I- Beam y13 y13 - 0 1 - T. 13 13 1 r— i�--------- - --- -------- -� I I 1 ARCHITECT: I Pocket L----------------�-, r ------- --, -- I -------- 13 ------ -- -� ---------� fi-- ---------�-, 1 1 I 1 FREDERICK R. WEBER i ) I I ao I --- GFI-------- 8 --- 13 GFI ------------ I 1 11 11 1 1 I I 41 EAST MAPLE ROAD GREENLAWN, NY 11140 I I ------------------- ---------------------------- ------------------ 1 1 _ - ;� ——————J � 1 : 1� ° IE 1 i 1 1 I 52 NOYAC PATH 1 a 1 11 "' 1 1 1 I 1 1 WATER MILL, NY 119'tL 1 1 I UNEXCAVATED 4" Shelf for 1 II I I 1 L_______________________--__ __________ -- -� I 1 I I 1 I Slab Ede 1 ` 11 1 1 -____ --_-___--__ _ _________ ___; I �, TEL 431 154-5555 I I 4" �{" P. Conc. Slab w/ 4" I I I �.,� I I -- -- ---- 1 1 1 O0 1 fweberarchitectayahoo.com I I - L------------------------------------------------- p 1 1 1 � 6"x6" 10/10 WWF Reinf. � I o I i 1 II - I 8° j j SEAL: 1 I Ln II I L----------------------------------------------------------------------------------------- -------- II :. :................................................................................................ ............................................................................................................................................................................... ................................. ... \ 1 ...:..........................................................:..:............................... ........................:..:..........................................................:..:..........................................................:..:..................... ..................................:..: \ II 1 �---------------------------------- ------- -------- -------- ------------------------------------------ \\� 1 J1 N NOTE I Al \\ •, .J� { f� ,. cJ I -------- -------- C \\ \\ $ 20'-10" 8" 4'-5" 8" 4'-5" 8" 20'-10" 1G E\ - I- DOUBLE ALL FLOOR JOISTS AND FRAMING UNDER 1 PARALLEL PARTITIONS AND AROUND ALL OPENINGS. I 2- CONCRETE TO BE 3000 PSI AFTER 28 DAYS. 8'-9" 52'_6" 8'-9" 23'-II" 3- ALL FOOTINGS TO BE A MINIMUM OF 3'-0" BELOW GRADE REV.: 4- ALL STEEL GIRDERS BEARING ON P.CONC. DATE: OCT 30. 2020 FOUNDATION WALL TO HAVE 4"x6"x1/2" B.PL. B (UNLESS OTHERWISE NOTED) Al SCALE: 1/4' = I'-O" 5- ALL COLUMNS TO HAVE 6"xl0"xl/2" B. JOB NO: w202OO9 (UNLESS OTHERWISE NOTED) 6- GARAGE SLAB TO HAVE 6"x6" 10/10 WWF REINF. DRAWING NO. PROVIDE I/2" EXPANSION JOINT AT SLAB PERIMETER.1- STEEL SHALL BE ASTM A-36 (EXCEPT FOUNDATION PIPE COL WHICH SHALL CONFORM TO ASTM A53 ROUND PIPE). STEEL WORK SHALL „ - �,-O„ �0� CONFORM TO THE: LATEST AISC SPEC. �y A2 OF A9 21'-2" r-------------it---------------------------------------------- WINDOW SCHEDULE FREDERICK 2x4 Studs (100c) I I IArea ROBERT I................................... ......... Unit Model 4 R.O. Egress .... ......... ...... .... Opng, WEBER .......... -2"x 6'-0"ADH3240 a, Yes 5/8" L2" Closed Cell Plywood rill Spray Foam @ AD 250 3'-2"x 5'-0" Sheathing Insulation PATIO OD Y es ARCHITECT 1/2" F.G. 4------ ADH2438 2`4"x V-8" No A-1 Batts (Unfaced) ADH2638 2'-6"x V-8' No FRAMING CORNER APW5460 5'-4"x C-0 No 3/4" 1'-0" SQUARE FOOTAGE: 6x6 Pressure Treated (E) AAN1818 I'-8"x 1,-8" No Post, Encase in IxIO IST FLOOR LIVING 2211 -5F "Versatex" Trim wl Base, -—------------ ( Cap, Bolt to Found. AAN3228 3,_20x T-8" No ----------I'""------------ --------------------- --—------------ Wall, Strap to Hdr. (Tgp.) FRONT PORCH: 4148 SF REAR PORCH: 432 SF II II (E) ACW2640 2'-6"x 4'-0" Yes GARAGE: C 565 SF Model Numbers Refer to "Andersen" A-Series, PGSO, 2ND FLOOR: 190 5F Al Low-E4 uw/Argon Glass, Simulated Divided Light H3C 0. 8'-4" L REAR PORCH DOOR SCHEDULE II Ii Unit Model Width 4 Height II it 2'-7 6'-2" T-V 31-Y 1 '-2" 'r-5 11, 2'_6" 4 -1 1/2" "Simpson". 31504 (Pair) LIP L (D 4 Pane Glass-Top, I Panel-Bot. (2) 2'-8'x T-O" (Door) D T "Simpson", 31504 ((Right Hand) 4 Pane Glass-Top, I Panel-Bot. 2'-B'x T-O' 10m) Dn 4" T-8" Lj'-5" , T-7 31-21' T-1 2,_I.. T-4" 6 6 6 6 @ DW LL----- 'ThermaTru". CCA220, Low E. 3'-O'x 6'-8* (Door) SDL (Outswing, Left Hand) P A ------------ J 0D 6-, Dn Sink 21'-0" Is-3 L L 1 4..,Fru-IT., tr tees i an in u Verify Operation 4 k.11 r-jj�1/- Front Loading Stone Facing W/D w/ Stone ,0 DiMe-1-t pF Ln Counterl t on Fireplace U all I M Q b IslaInd Cabinet ove S' W Je e D n Horiz)ntal St le Med. 14 d a ce, Cab Pref Firepli I I : Areawaq Wy oil 1071 1 1 0 32" Gas- lied Hinged Gre to 4 ........... .. Cover G ass Note: iLIVING ROOM 13.1 W 2'-4" P- ne Closet I terror) 0 OD L_ - 10-- L, A� A 0 - 0 4'-0 -2" 3--2" 4i 41 Ln by Owner 00 0- -u I I i I 1 -1 -= -1 Ln Ston — I - I in Ir 3-0 , Hear ER 2 0 81-81, 41: Z�i`rn ;H!a 2 d 28" Up Barn MUDRO0 M1 On DRAWING TITLE: --------------- 4 - -----------------51 Door 21'-0" Q4'-4" 3'-8 r Ell 15T FLOOR LE A ........................................... II .......... .................................................................................. .................... .. ... .... ........................ A 22" 22 _K�7_ rA . ...................................................................... ...... ................... .... ........ -Closing 0 . .3 -Sell' CID o r- ctl OD 45 Min. 32" 5/8" Tye "X" GW-8 Ref. 28'__ 10 iEl--- Fire Door on Walls I Ceiling T, Trimme d Opening Trimmed::Opening Tri n med':Opening Separating Garage -------- ----- ........... . 0 I ....From -House--Spacie` =----- ----- !> by Owner Apron w/ Pavers I all ao" Note; JOB: GARAGE P. Conc. MASTER BE `-�Rain 5d ma L----------- EULAU W-C 4" 1 12'-0 22'. --- 2'-0" 4" RESIDENCE r--------------- L IDINI New 5" P. Conic. 'Slab wl V DL ja ...... ..........................................1-1.0... CxV 10/10 WWF Reinf. 1150 CALVES NECK ROAD 5OUTHOLD. NY (A E Pitch Slab to TOWN OF SOUTHOLD 5CTM# -1-23 F- Overhead Doors 1000-43 I - ab. ARCHITECT: c1q FREDERICK R. WEBER A 41 EAST MAPLE ROAD (A rf==h rf==h GREENLAWN, NY 11140 101 LDn L------------ 52 NOYAC PATH LnWATER MILL. NY 1197E 2'-4" 3'- 4'-4 1/2 -4L 4 1/ 2" 1_26 0 1/2" v-4" 3,_0 — Pri~ TEL L31 '154-5555 RONT PO CH rweberarchitect9gahoo.com rim`\ II i II I T I I in Tq 6xL Pressure Treated ------------------ -------------------- :�---------- Post, Encase in IxIO --- M------------------ -------- Dn 'Versatex" Trim w/ Base, Cap, Bolt to Fou d. 91-1011, 9'-9 1/2 Wall, Strap to Hdr. (Tqp.) -9 1/2" 9'-9 1/2 9'-9 1/2 A'T 52'-0" 24'-0" REV.: DATE: OCT 30. 2020 AZ SCALE: 1/4' = 1'-0" FRAMING MOTES: JOB NO: w202OO9 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x4 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. DRAWING NO. 2. ALL SHEATHING TO 15E APA RATED, EXPOSURE 1, 5/8" MIN. THICKNESS OR AS NOTED. 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 0 4" O.C. EXTERIOR EDGES AND 6D 3 121, O.C. INTERMEDIATE. IST FLOOR PLAN 3. ALL SUBIFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE 1, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY 'SIMPSON" TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBIFLOOR TO FLOOR JOISTS. OR APPROVED EQUAL. 4. ALL HEADERS C-O" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, T-O" AND OVER WITH TRIPLE UPRIGHTS. 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI` SERIES WOOD+BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS 3 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 8'-0" O.C. SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR 5 2 M"' <A� D W 1L L L *gE� 32 ja 5. n F 3_0 L4-4 On 5e" Closing 4, in. Fire Door ................... ......... 1_T3' 2- 3 PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS 8 24" O.C. OF A9 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 14. PROVIDE FIRE5TOPPING AT ALL LEVEL PENETRATIONS. 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALV. METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 81. FREDERICK ROBERT WEBER ARCHITECT B A-t .----------------------------------------------------------------------- ------------------------------—..---------------------------------------- ; � II II II II II II � II II II II II II 17'_0" I36'-0" j41-5.1 I 8'-4" 8'-8" I I v PORCH ROOF i (Aluminum I Standing Seam) I i I O(Above) I 14'-8 1/2" 3'-2" 3'-2" W-8 1/2" I I jindoui B I I I Pan II II - 2'-1" 3'-2" 2'-7 ----,--- ---------, I / I w r----------------17— 7l— II Shed Dormer I I I I I I I c I c / I 'r I I I I L J I i° I O I i -21 - I // I QL �, 16,;0, _Ln Med. I Cab. I IL-1 I I - in BEDRIOOM 4 j'/ XG B I O i9 O I I o- Clg. Brea n 14R - - - - -AT`fIC _ I i I � - - - - - _ J L IllQO� RaLLIU�__-- L J H 2 Metal Balusters I 4 oc, 3 HeightDRAWING TITLE: 30" 28 q'-9" i30" �-_8�� 6' 9'_I�, i-, q,. �\� i I I � s I i I A (p D Ridge ----------------- ------------Rldg - •.�:`---`r - - -- ---------- -� -------- Fr- i i � \�� I i i L A 2ND FLOOR joo' i o Al Al idge---T � I --- ------r --------- I I - - - - - �I� 0'� �I - - 3Ol - in L- - - - - - - - - - 3 v l - - - - - - - - - III; . III I � I I }j}• BEDROOM 3if i. - - - - - - - - i STO AGE } j LojI I JOB: - - - - - - - - (UNFINI HED) lywo Floor I i EULAU Y I , I ATTIC 1, 12„ I RESIDENCE + 1 1150 CALVES NECK ROAD Oil 271 I 50UTHOLD. NY ru 21 T i TOWN OF SOUTHOLD I 1 I LnT I „ Ln I I , _ Q,I I rnl _ I 5CTM# 1000-L3-7-23 I I I a o I I I I o 0 ¢ III m I \\ I I /// L" n� I v I iv I � I -43I I fi� 03 I I , �, of I V I I ARCHITECT: L--------------------------------J I / III I IIIA `� I L--------- ------------------------/,' aol i �I Y I FREDERICK R. WEBER , I 41 EA5T MAPLE ROAD L--------- --------- GREENLAWN. NY 11140 144 1 q q _4„ OB OB . II IIII o I I II 52 NOYAC PATH WATER MILL, NY 1197EF (Above) ti 14'-8 I/2 3'-2" 3[L 3 -2" I4'-8 I/2" o III L-------- I I -------- ------J TEL 431 154-5555 I ) I ,�•`Q / PORCH ROOF I I I fweberarchitecteyahoo.com / (Aluminum / Standing Seam) \ III © SEAL: 8'-0" 8'-0" I I 9'-0" 101_5" 3'-2" 10'-5" II..I/------------------ ----------- — -------- -------------------- -------------------- -----------------\ ------------------- ----- ------ ---------" --------------------••-------------------- -------------------- Al IT-0" 36'_0" 17'-0" `�.•... :_ ' Ir REV.: DATE: OCT 30. 2020 B Al SCALE: 1/4" = 1'-O" JOB NO: w202OO9 DRAWING NO. 2ND FLOOR_ 0 A OF A9 --�--- IIIII II IIIiIIIIIII.I._–.IIIIIIII IIIII III --– _ \ –\ i–S�-IIIIIIIII 1�4IIIIIiIIIIII II IiIIIII III IIII Rai-n_—,DC.OO -a\_--Bp Framed M ` et-_—al Flue Enclosure Faced in I" Thick Veneer =-_-- --- _– -\\----==— --\– --J TIIIIIiILIII IIIIII I – IIIiIIII I-IIII1IIIIIII - , HFasaa Bd . w 1SE15O0UULCFTA �R;H; L EVOu.DE L�S1~�WVrw—ED�nNRJ INJ'C�1 III �C Y�KK 17 --—————————— —— ———————— ———————— —— � � --------- -- ---- -- -- ------ -- -- --- Ston , Flash Into Roof w/ L.C. ROBERT Copper CapBER ----------- --- Fm 12 ARCHITECT lx8 "Versatex" I Ll in A[Inel Wi dove an _ A uminu ands - ------ -- ---- --------------- – -–– –– = ---- -- am 4-4-4-- ––– ––––––– Ix6 "Versatex" I LI – – – – – alf Round ....... .. ....... . . ................................... . ... ..... .-. Iii .. . ... . ... . .. .. . ... . . Alum. Gutter "Andersen", lar i an A-Series — 31 «H die P el SI ng Im dI W Tri Windows w/ Ba ens 12"tt s, " 5/4x4 Casing — I/ 4' E 33 —2' q I1 2 6" P'- 3 _j i I BI st e= ati — — ——————— ———————————-— — —————— ----––– –– ––––––––––––-– --––––– ––––––– StUGGO rJ , L_ J - F 1' ------I-- Ll- -------––––––––––––– – ______--_-------__ ___---– - ––––––--- ______________________ _-_------___ _-__-__ –––JJ– –––--—- - -- —— .�J L L L I ———— L L — DRAWING TITLE: ELEVATIONS WEST ELEVATION. — - -——— ————— — — ——— ———— —— —— —— —— ———————— ————————— I/4" I'—O, ------------ ------ -- -- - FR JOB:RESIDENCE willu (rliqn wind Nailing) Wind Nuiling) ..... ..... Ix8 "Versatex" TOWN OF SOUTHOO L Rake Bd. wl �D SCTMt 1000-43-1—A�2D � 12 I 3 Ram's Crown t Ix6 Freize Bd. ARCHITECT: Alum u ------—————— -- FREDERICK R. WEBER 41 EAST MAPLE ROA � DSea Roo ———————— GREENLAWN. NY 11140 =—/——— ——————- Ix6 "Versatex" -- -------------- Fascia3dw/ 52 NOYAC PATH a Round WATER MILL NY 1191L ¢ .......... .... .... ... ..... . .... ...... . Alum. Gutter TEL L31 154-5555 fweberarchitectmgahoo.com A der3!n", A er s I WI low,, w/ SEAL:5/ x4 at l g "Hardie" ne din W/ Trio I B tte , I o - n L---------------Stucco ---- ---- ------------------ 1 •: rIIIII IIIII IIIIIII IIIIIII IiIIIIII iIIIIIII � --' ❑IiIIIIIIIiIIIIIII IJIIIIIIIII IIIIIII r�IIIII rl – J � IIIII , IiIIIIII IIIiIIIII Lr�IIIII––ILIIII J, REV.: DATE :� O.,.�CT•T.,3.0..�. 2 02 0 IL------- -– –----- ---- - –__________1__-_J ____-- rJ_�T________________ __T_— _ _ ____—_ _—— --—--—_JI _ ____ SL J L _— __--_ ___—___ � - I CALE. 1/4' I/ O L L JOB NO: w202004 DRAWING NO. EAST ELEVATION, 1/4" 1'-0" A5 OF A9 FREDERICK ROBERT WEBER ARCHITECT .. ........ _- _ r- F: I i41 12 i 12 3 I/2 3 1/2 1 II Ix6 "Versatex" — Fascia Bd. w/ I , — — — — 1 — — — — — — — — — — — — — — — — — — �- I I -- ------------------ i o W Half Round I ! I Alum. Gutter ! II I 1 ! I II II ! I ! I I II "I I 'Herrdie' Paell I I ® ® I SI I g Tim I W ! I Battens 12" Dci 12'-O" 1 II I II I I I I I I II II I I I I I ; II I I I II Bluestone Patio w I I I I I c l L I — —I —1 — — — ' I I I---- —r---- ------ --------:---------------- -------I q _p 2'-41 I I I I I I ! I 24, 2„ 1 ! 112'-10" 1 1L 12'-0" LI r Irl I I ! I I ! I I I I I I NORTH ELEVATION I I I I I W r-L__1 , LL L _ d _-_,I , r ,I_ J I J ---J L J - - DRAWING TITLE: ELEVATIONS -- ---- halt Roof Shinales 12 ` JOB: --—————————-————— , EUL�u ' RESIDENCE ' 1150 CALVES NECK ROAD ' SOUTHOLD, NY Feize BA TOWN OF SOUTHOLD SCTM# 1000-0-1-23 ' 12 12 Aluminum 3 1/2 ARCHITECT: 3 1/2 / Standing Seam Roof FREDERICK R. WEBER 41 EAST MAPLE ROAD ' GREENLAWN, NY 1114O Al F o �, — ------ ---------———— — I I '-- — _ -- — ——————————ri �_Ix4 "Versatex 52 NOYAC PATH I i I I II" Half i Bd. w/ WATER MILL, NY 119'14 f..i ... 1.. . ........................................ ... Alum. Gutter 1 1 I I I I I I I I TEL 431 154-5555 I I I 1 1 1 I I fweberarchitect9ahoo.com f } , JH die Pel IN A eri s I I " ! I I I I illi ow w/ 1 1 Siding / im I I Battens 12" oc 3 I I I I I SEAL: 5/ x9 ::a,,11g II I I II !I III 11 II I II III it ` Bluestone Patio I = Bluestone Patio L � on — —o Stucco ne V 1 11 I i 111 I � I I I I 18 1 II'-1,. 18,.I L- I I I I ! 1 1 1 1 I I I I II I 1111 �v111 1 I I I I r 1,� F L 34 =p" I I I L--� REV.. 1 ! 1 I b I I I I 1 I kI I 1 I ! I I 1 I I I I DATE: OCT 30. 2020 1 L —————— —L-------1 ---------- _--CT ————— ———————— —————— —————� I SCALE: 1/4" - 1'-0" rr-------"i -`i——————————— — —r--- -------- ------ ----r-4riI --J L--- ---� —� L JOB NO: w2O2OO9 DRAWING NO. SOUTH ELEVATION. A6 OF A9 12 10 ... ..........: :....:...... ............ ............ ............ ........... ............ '............ .. .. ............ ............ ............ ........................ ........... ........... ........... ............ ............ ............. ................ �. .......... ............ ............ ........... ............ ............ ............ ............ ............ ............ ............ ............ ... ... ............ ............ ......................... ............ ............ ............ ......,. : FREDERICK 41 Rams Crown41 ROBERT Ix8 Rake Bd. 'BER o % o 12 ARCHITECT , 2 x10 ` o ...... ......... ... ........................ o �... ; Shed Dormer ..". ... .................. j2x8 C.T .......... . ......� . .... .......,.......;................................. .......................... ........ .......... ......... o o o �4" 5 I 0 n � u � \\\ �� I " /% ,' ..:iii??.••...• .I\\ .Y� \� \O Metal \ ffeEjp g 12 9'-4" - I 12 ® � 14 "4 °^ o \\ P shin o 48„ of a� 9 4" 3 -O'er '` \ o , °p Pan Flashing 3 1/2 ro B1 3 ALL r \`@ Standing Seam i J�K�\ -a Alum. Roof STAIR 2x10 R.R., 14" oc StandingSeam ` o Alum. Rof .n Hurricane ' Straps F __ .:: ;; `' m =_ =14" TJI_360 F.J_, 16 oc I _____-_-_ ____ =L \ O I 1 3/4"Plywd. Subfloor ——— I I = � 2x10 C.J., 14" oc � ---- -- --------- ---------- - C "Roxul" for I II" 11 Sound (Tgp.) 11 1 (3) 9 I/2" LVL 1 1 I I I (2) 2x6 iii Storage eoor eOhver�Garase I I I I I I I I I I Ram's CpOWn tul (3l l l/Q"I � g g I I I I I I I I I I I I LVL Hdt. I r I I I I I9'-2" II II 6x6 Pressure Treated I I I I 1 1 I f + I 1 DINING ROOM LIVING ROOM 1 REAR PORCH Post, Encase In 1x10 I I I I "Versatex" Trim w/ Base, I I \ ' BEDROOM 2 CL. MUDROOM I 1 1 8'-O" �, I I 34' 0" 1 1 12'-O" 1 t Cap. Bolt to Found. i i 00 I I 1 1 c� I I I I I I Bluestone Patio, 1 I Wall, Strap to Hdr. (Typ.) I I ;- I '-4" 4" 2'-0" 4'-2" 4" 5' 3'-0" I I 1 1 FRONT PORCH I I 1 1 Random Rectangular II I I I II 1/8" TJI 340 F.J., 14"oc i i 4" P. Conc. Slab 5 I/2" I 1 II U8 I�f? I I 1 I II l/8 TJI 360 F.J., I6"oc ' Bluestone Patio, I I ��, FF Elev +41.0 3/4" Plywd. Subfloor I I w/4"x4", 10/10 I I n Random Rectangular WWF Reinf. Ix6 Base � L _ _ 3/4" Plgwd. SubFloor --_-� w — — -- -- -- -- ------- i --� I I Stone Veneer i -- ---- --- TL8i*" ` Stone Veneer - E— WF :Girder Metal X-Brdg. 4" "Roxul" for °• `* i •• _ _L 6 "Raxul'-PiniWF GirderClosed Cell Spray �., a is w/ 2x6 R Midspan Fire Protection I Im Insul. (R24) in I ------------Fire- Pr�tect+ort-- w/ 2x6 RIx-Bay Area8t' � _313 -5,. 19._3„ S,y: 4„ OD 3 IJ2"� Steel Pipe ao 3 1/2"� Steel Pie 1 I I I BASEMENT If 1 I P Col:. on 30"x30"xl5" I: � I 1 Col. on 30"x30"xl5" j P. ;Conc. Ftg. w/ (3) I ° I. 1 I '- BASEMENT P. Conc. Ftg. w/ (3) I f I I I >t5Bars Both Ways li 1 f 45 Bars Both Ways I 4" P_ Conc. Slab I I ' I w/6"x4", 10/10 WWF Reinf.1IL is r , ,• I LSI W 24'-8.1 SECTION BB SECT ION CC DRAWING TITLE: Ridges Strap Ridges 9P To Align -� - SECTIONS ..,... ..:�. .:::.:..:.: ............. . :.�.....::: ......:::: '.::.:::.:: ..'.....:.'........:.:.'::...::�:::: '...........: .........::. ........... :t.:::::.:�. .:�:::•::ci::.':i:t:�::.::� •.::::.:�:: '.�.�:::::::. .:::.::::.: :•:.::::': :.'.•:. ':::•:::::::. 11 z "Flying Gable" 4" CI sed ell pray (TypicaU Foam In ul ion ( 9) s 3 II 7/8" LVL Ridge 9 r to ...... P Ridge I I 2x10 R,R., 16 oc g 12 6 to d I S E3. R2x8 C.J.: 14" oc :::.::::.: •:.::::.::. .:::.:::::.'::::.:::::. :::::::.::: ::::.:..... ':.:::::.::. :':::.::::: ::.::::::. :.::::.::::.'::::.:::::. .':.::::.::-. '.-::::.:::. :::.::::.: '.::::.:::."::•.:::.:: :.::::.:::.'.:::.::::.':::.::::.: :•.:• F m In latio ( Asphalt Roof Shingles, 12 (High Wind Nailing) EULU (3) 14" LVL GiFder Supporting Shingle Underlagment RESIDENCE Upper Rafters € Valley Beam x8 T., 6 0 - (Per Manufacturer) ::• ......3,• 8'x...............3,_8',,...... o0 5/8" Plyw d ... ROAD :........................... : : 1150 CALVES, NECK R l'�2" 2x10 R.R., 16" oc 50UTHOLD• NY TOWN OF SOUTHOLD SCTM# 1000-43-1-23 16';0" oo i STOR;4GE Ice t Water Shield Ln Roof Perimeter (Insulate, Plyiud. Floor) "Hurricane" Strap ARCHITECT: on All Rafters : Solid v- II '1/8" TJI 360 F.J., 16"oc _ Floors to 2x6 R on Blockin � 3/4" Plywd. SubFloor `r 14 :4 ::;;:•:.. PI wd. Sheathing To of Subfloor g 2x10 C.J., 4" o P 14" TJI 360 F.J., IC oc Align 14" TJI S60 F.J., 14" oc :>:;:..: to Lap Wall R FREDERICK R. WEBER 3/4" Plywd. Subfloor 3/4" Plyiud. Subfloor 41 EAST MAPLE ROAD I : r GREE LA • _ •� N WN NY II'1 O .;;;:::;::;> asc a B d. 4'-4 1/2" 13'-1 1/2" 13'-1 1/2" 4 4 1/2" = `" 1/2 Round 52 NOYAC PATH Walls (Typical): 8" 0 en :Cell S ra I'-4 1/4" Alum. Gutter WATER MILL, NY 1191E ......................................................... .............................. ......�............................4....Roxul...for..... ................................... ......... ....................... . ..................................... ........................P.....:........ P...y...................................................... ..... ..................... . . I............................ . . Foam Insult. (R30) 1x6 TtG Soffit TEL G31 'i54-5555 Hardiplank Panels Sound Proofing I w/ Battens, 12" oc I a 1 22' 10 LVL Header Fweberarchrtect ahoo.com 30>t Felt 16'-4" 13'-8" 4" �'-.0 4 13 8" 4 5'-0 4' II'-10 9 5/8" Plywood Sheathing 2x6 Studs, 14" oc \ o- T SEAL: 2" Closed Cell Spray 24'=0" Foam Insulation (R13) i SITTING ROOM DINING ROOM 3 1/2" F.G. Batts (R13) r 1 MASTER BEDROOM 1 BATHI BEDROOM 2 5/8" Gypsum Bd. II 1/8" TJI 340 F.J., lVoc (3) Riser GARAGE (2) 2x6 Pressure Treated Sill, 3/4" Plywd. SubFloor I 9 -1 1/2" „! 5/8"0 A.B., 16". 32" oc - I r Copper Termite Shield -- \_ -------- --------- ---------------------- !1 Sill Seal Grade ," 4" Closed Cell Spray WF Girder : .» 2" Closed Cell S ra `I Foam Insul. (R20 ir �4" "Roxul" For w/ 2x6 R " " 11I P 9 `► I WF Girder Metal X-Brdg. 6 Roxul For 4" Closed Cell Spray Foam Insul. (R13) I Box-Bay Area Fire Protection f w/ 2x6 ° Midspan Fire Protection I Foam Insul. (R26) in I 5" P. Conc. Slab I I I Box-Bay Area I w/6"x6", 10/10 I I I I WWF Reinf., Set on d Foundation Walls: 8(' I I 2" Closed Cell Spray�' OI 22 *-8 Compacted Granular Fill g" „ I oo Foam Insul. (R13) yP 8 P. Conc, Found. Walls w/ i (2) 25 Bars, Top t Bot. t I r BASEMENT 3 1/2"0 Steel Pipe 1 p 44 Bars 32"oc Vert., on 1 — Col. on 34"x3CAC' I REV.: 20N 10" Cont. P. Conc. Ftg. I I P. Conc. Ftg. w/ (3) w/ (3) 95 Bars Continuous II I #5 Bars Both Ways f I fl f I I DATE: OCT 30. 2020 24 Dowels, 32"oc w/ II f I jl Standard Hook, Extend °I" b • 30" into Found. Wall - ° f L--� I I f ° I I I L--J SCALE: I/4 1 0 JOB NO: w202OO9 DRAWING NO. SECTION AA_ 1/4" = i'-0" OF A9 F I N I S H S C H E D U L E 5PACE FLOOR BA5E CHAIR CROWN WALLS CEILING HGT. REMARK5 FREDERICK LU ROBERT p cn N N U c z c 0 C ¢ u W a .a ro w < < <in fo coy W B - = z z -' BER ~ LU 4 0 o F- < J U O 6 m � Vol rn N I— � (� w a � Q 0 z 0 0 W D a - z S S � < m U o_ Z W m o U w o N N W z z LE LE m v � a W ARCHITECT 0 I-Uc i w co z �_ a o ,� c� ¢ ,,, U U J - o - - x $ z0 )- o ¢ w C1 O w p 2 I— (L cA U ao tr H U — Z U tt� <r z U x m t= � ro U l7 [A = = > U z FOYER ® ® ® ® 8 9'-0. DINING ROOM ® ® ® ® ® T-0" v `^ SITTING ROOM ® ® ® ® 91-0" \ tr LIVING ROOM 1@ ® 1 0 19$-0. 0 KITCHEN ® ® @ ® ® ® T-O„ J MASTER BEDROOM 0 8 ® 8 q'-0" LL MASTER WIC 8 ® ® ® 10 q'-O" j MASTER BATH ® ® 8 ® ® q'-O. MUDROOM ® ® ® ® 8'-0" POWDER ROOM ® 0 ® 0 ® a 8'-0" LAUNDRY ® ® ® ® 0 8'-0" BEDROOM 2 (CI) 0 0 ® 8'-0" BATH 1 80 10 ® ® 8 ® 8'-0" W GARAGE ® ® ® 8 ® Epoxy Coating on Conc. Floor FRONT PORCH ® 1 1 ® 8 REAR PORCH ® 8 ® ® ® ~� 3/$ i" COVE 4 1/2" COVE U� MAIN STAIR ® ® ® Varies FULL SIZE FULL SIZE QC UPPER HALL ® ® ® 0 8'-0" BATH 2 0 8 0 10 0 8 1 4) 8'-0" -J BEDROOM 3 ® e ® 101 1 ® Varies Q BEDROOM -4 ® ® 0 0 Varies Z STORAGE 10 16 0 18 iV ATTIC 0 ® 0 0 Plywd. on Floor- 8' Wide p[ BASEMENT 0 01 1 1 1.0 ® 0 1'-9" J W U DRAWING TITLE: FINISH SCHEDULE CAP MOULDING 3/4" TRIM FACE OF JOB: EULAU RESIDENCE Ix6 HORIZ. GWB SHIPLAP 1150 CALVES NECK ROAD W/ NICKEL 50UTHOLD. NY JOINT TOWN OF 50UTHOLD 5CTMtt 1000-0-1-23 BACK BAN ARCHITECT: FREDERICK R. WEBER 41 EAST MAPLE ROAD r GREENLAWN. NY 11140 52 NOYAC PATH WATER MILL, NY 119'11. NOTE: BACK BACK ALL ELECTRICAL RECEPTACLES L 3/4 TEL 1.31 154-5555 BAND TO BE INSTALLED fweberarchitect9gahoo.com 3 I/2" 1140' HORIZONTALLY IN BASE MOULDING (UNLESS OTHERWISE NOTED) SEAL: WINDOW WINDOW/DOOR HEAD CASING — TYP Half Full Size Half Full Size 4 SQUARE EDGE e� '�, � , T' i g 1RECEPT CLE OVER BASE UNDERSHOWER CURB, ` 2 3/4" H. x 4 12" W. CABINETS, ETC. ` � 5/4x8 (TYPICA ) BASE a � � Note: Where Window Sills — Occur Directlg Above Countertops, REV.: Eliminate Casing and Extend Backsplash to I/4" WIDTH AS REQUIRED DATE: OCT30, 2020 Underside of Sill SCALE: A5 NOTED WINDOW 3/4' CASING JOB NO: ,202009 WINDOW SILL— SILL �`— MULTIPLE UNITS ELEVATION DRAWING NO. Haff Full Size Half Full Size HORIZ. 8" BASE (Typical) 4" 13ASE (Typical) BOARDS FULL SIZE FULL SIZE A8 Half Full Size OF A9 SIMPSON LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS 2 x 6 TIE ® EACH RAFTER FREDERICK ICE SHIELD UNDERLAYMENT Joint Description Nail Sizes Nail Spacing ROBERT REQUIRED - 24" FROM EDGE ROOF FRAMING WEBER HURRICANE CLIP Rafter to Top Plate (Toe-nailed) 3 - 8d per rafter TYPICAL. Ceiling Joist to Top Plate (Toe-nailed) 3 - 8d per joist ARCHITECT Ceiling Joist to Parallel Rafter(Face-nailed) 3 - 16d each lap ALTERNATE POSITION OF Ceiling Joist Laps over Partitions (Face-nailed) 4- 16d each lap HURRICANE CLIP USE Collar Tie to Rafter(Face-nailed) 2 - 8d per tie SIMPSON H3 Blocking to Rafter(Toe-nailed) 2 - 8d each end Rim Board to Rafter(End-nailed) 2 - 16d each end WALL FRAMING Top Plate to Top Plate (Face-nailed) 2 - 16d per foot Top Plates at Intersections (Face-nailed) 4 - 16d joints-each side SIMP50N H2 HURRICANE Stud to Stud Face-nailed CLIP NAILED. FROM PROVIDE 8d COMMON 99 ALLT31 METAL STRAP Header to Header Face-nailed 2 - d c. a o. g RAFTER TO STUD. - NAILS 9 4" O.C. AT ALL JACK POSTS ( ) 16d 16" o.c. along edges w/ 4 - 8d NAILS TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL EACH END - TYP. Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 2x4 stud 5 - 8d NAILS EACH END SHEATHING. 2 - 16d per 2x6 stud SHEATHING TO LAP TOP 2 - 16d per 2x8 stud WALL PLATES APA RATED PLYWOOD TO Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking (Face-nailed) 2 - 16d 1 '2 per foot W EXTEND TO TOP OF TOP PLATE. 4 - 8d NAILS FLOOR FRAMING JACK MST3 K POST METAL STRAP TYPICAL Joist to Sill , Top Plate or Girder(Toe-nailed) 4 - 8d per joist AC MST21 e STUDS Bridging to Joist (Toe-nailed) 2 - 8d each end w/ 4 - 8d NAILS 848" O.C. Blocking to Joist (Toe-nailed) 2 - 8d each end EACH END - TYP. SIMPSON MST21 Blocking to Sill or Top Plate ( Toe-nailed) 3 - 16d each block 1 1/2" WIDE - 12 GAGE Ledger Strip to Beam (Face-nailed) 3 - 16d each joist n METAL STRAP 832" OC. Joist on Ledger to Beam (Toe-nailed) 3 - 8d per joist F---I FLOOR JOIST MAXIMUM. Band Joist to Joist (End-nailed) 3 - 16d per joist f� Band Joist to Sill or Top Plate (Toe-nailed) 2 - 16d per foot DOUBLE TOP—�' PLYWOOD SHEATHING ROOF SHEATHING �J PLATE TO OVER LAP BOX HEADER 2 x 6 816" O.C. BEAM - TOP + BOTTOM. = Structural Panels 8d 4" o.c. perimeter zone SIMPSON MTSA 18-Z W/ other 6" o.c. edges of STUDS (6) 8d NAILS TOP t panel , 12" o.c. interior BOTTOM e 32" O.C. Diagonal Board Sheathing of panel 1" x 6" or 1" x 8" 2 - 8d per support ," x ,0" or wider 3 - 8d per support SECTION - ELEVATION CEILING SHEATHING Gypsum Wallboard 5d 7" edge /10" field SIMPSON MTSA IS-Z W/ /-(6) 8d NAILS TOP t WALL SHEATHING BOTTOM 8 32" O.C. _ Structural Panels 8d (see table 3.9) Fiberboard Panels SIMPSON LTP4-Z W/ = SIMPSON LTP4-Z W/ (6) 8d NAILS TOP t (6) 8d NAILS TOP t 7 /16" 6d 3" edge /6" field BOTTOM Is '32" O.C. FLOOR JOIST BOTTOM e 32" O.C. 25 /32- 8d 3" edge /6" field NAIL SHEATHING TO SILL PLATETOP OF FOUNDATION NAILS AIL S 4 e I, 0. = — C - - - - ... ,..... . . .......::.......:....:..:.:.. ...., ....: ..... ... :•.. . ;:_:'..•...:..�..:...:...:.:.::::..:...:.::..:.:. ... ..,:.:• . .;•!... .:.:::..:...:..:.:. Gypsum Wallboard d 5d 7 edge 1 0 field DRAWING TITLE: (SHEATHING TO LAP 5144 PLATE) tt Hardboard 5 RE AR 2 REBAR 8d see table 3. Oji) ."%.�'�'. ,`,:•: ;"��i L PLATES Particleboard Panels 8 d (see table 3.9(2) 2 x6 �I CODE DETAILS SIL S COPPER TERMIT E SH t. IELD A Q TREATED. _ Diagonal Boardd Sheathing 9 wl SILL SEAL (TYP.) i( 1" x6 or 1" x8 2 - 8d • ' :'!', �r•, Per support " " or wider 3 - 8dSEE FOUNDATION DWG. per support FOR DESIGN/REINFORCING FLOOR i.t SHEA HI T N•: G Structural Panels 5/8" x 16" A.B. 832" OC. 1" or less 8d 6" edge /12" field w/ 2"4"x3/16" WASHER. greater than 1" 10d 6" edge /6" field JOB: (HOT DIPPED GALV. OR STAINLESS STEEL) Diagonal Board Sheathing ISOLATE WASHER FROM HOLD DOWN + SHEAR CONNECTION CRITICAL PATH 1" x 6" or 1" x 8" 2 — 8d per support EuLAu SILL PL W/ FELT STRIP 1" x 10" or wider 3 - 8d per support RESIDENCE ------------ ------------ 'Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed I ---------T. .---------------------1 3" on-center at the panel edge to obtain higher shear capacities , nailing requirements for structural members shall 1150 CALVES NECK ROAD I I be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. SOUTHOLD, NY II II 2When wall sheathing is continuous over connected members , the tabulated number of nails shall be permitted to TOWN OF SOUTHOLD " " " " " " " " " " " " ' I I be reduced to 1 - 16d nail per foot. II PRQVI,DE.'$'d'CO>�1>�ON'tJAIL'�.a'.4:'OG:. . . . SCTM# 1000-43-'1-Z3 . . . . .AT HIGH PRESSURE -ZONE. . . . . . . . . . . . . II . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . II II II ARCHITECT: II I II II II II II II II II I II I II FREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAWN. NY 11140 DESIGN CRITERIA: 52 NOYAC PATH . . . . . . . . WATER MILL, NY 11914 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' ' ' GROUND SNOW LOAD - 45 PSF. WEATHERING - SEVERE TEL 431 154-5555 • • ' • • ' ' ' ' ' I I/4 x 20 GA. GALV. STRAP I I/4 FIRST LEVEL - 40 PSF. L.L. FROST LINE DEPTH - 36" Pweberarchitecteyahoo.com .•,•.•,•, .',',','•' x 20 GA. GALV. STRAP LIVING AREAS - 40 PSF. L.L. w/ 5-8d COMMON NAILS IN w/ 5-8d COMMON NAILS IN TERMITE - MODERATE TO HEAVY �_ BEDROOMS - 30 PSF. L.L. " " " " " ' " " " ' --- EACH END 816" O.C. EACH END 816" O.C. DECAY - SLIGHT SEAL: •,•..._ ,v„ PRO IDE 8d COMMON NAILS 8 6" O.C. WIND SPEED - 130 MPH 1 1/4" x 20 GA. GALV. STRAP di ,r,`�.._._•.,_. > , AT ALL OTHER PORTIONS OF ROOF I I/4" x 20 GA. GALV. STRAP SEISMIC DESIGN CATEGORY - B ICE SHIELD UNDERLAYMENT REQUIRED - YES ! /t `�'` 6-• TYPICAL w/ 5-8d COMMON NAILS TO • • • FDN. 816" O.C. w/ 5-8d COMMON NAILS IN ' 4 "• p=, EACH ENID 816" O.C. � `` . . . . . . . . . . . . . . . . . . . . . . . . . . • • . . . . . . . . . . . • . . . • 1 • . • PRO lDE'8d•COf1f10N NAILS 4' o.c. DESIGN CRITERIA: r �` AT 1GW 'PRESSURE'ZONE' DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME . . . . . . . . . . . . . . . . . . . . . . . CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. .•1. i•.i ,oL� 2'-0" MAX. WINDOWS - GLAZED OPENING •>. r•r r• �yy�� I I I I ;r��.a.:.�cL�:,�'.�r�� REV.: 114= ry " II PROVIDE 8d COMMON NAILS e 6" O.C. I I 2 0 MAX. k,,.. 2020 OCT 30 I I AT ALL OTHER PORTIONS OF ROOF I I ,,�;'�� r� . 2 - d COMMON DATE: 30. 2020 ;; TYPICAL NAIL 3 TO SILL EXTERIOR WINDOWS SHALL HAVE GLAZED OPENING PROTECTION FOR WIND-BORNE SCALE: AS NOTED E hYEN PLA E DEBRIS TO MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM ''' ------------------ ------------------ ------------------ ------------------_' ----------------- 11 .`� E 1996 AND OF ASTM E 1886 REFERENCED THEREIN. IN LIEU OF IMPACT ,•:� ::L y h}r JOB NO: w202OO9 •.•�------------------�•Y------------------�.i-------------------'i------------------ ' ------------------ ROOF 0� PLAN ., � ,�:;:<1 , RESISTANT GLAZING, WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 1/I6" AND A MAXIMUM SPAN OF 8' SHALL BE PERMITTED AS OPENING PROTECTION. ATTACHMENTS SHALL BE 2 1/2" 48 WOOD SCREWS, I6" OC DRAWING NO. FOR SPANS UP TO 6 AND 12 OC FOR SPANS BETWEEN 6 AND 8 NOTE: HIGH PRESSURE ZONES ARE ALL AREAS 4e *' < 4'-0" FROM ANY RIDGE, HIP OR GABLE END GARAGE DOORS TO BE RATED FOR 130 MPH WIND LOAD. COMPONENT AND CLADDING PRESSURE ZONES CANTILEVER OVER. FOUNDATION CANTILEVER OVER FIRST FLOOR A9 OF A9 ------------------- --------------------------------------------- _____,� WINDOW SCHEDULE FREDERICK I I 11 I I I II 1I 1I Model Opng ROBERT UnitR.O. Egress WEBER ADH3260 3'-2"x C-0" Yes I u I 11 I ADH3250 3'-2"x 5'-0" Yes ARCHITECT g II I I I I A-1 I --_-J I I © ADH2438 2'-4"x 3'-8" No I I II 0 ADH2638 2'-6"x 3'-8- No p'_4.1 II'-4" I I EO APW64LO 5'-4"x C-0" No I � jI 6x6 Pressure Treated O AAN1818 I'-8"x 1'-8" No I I Post, Encase in IxIO 1 (3) 9 1/2" LVL (3) 9 1/2" LVL (3) 9 1/2" LVL "Versatex" Trim w/ Base, ____________________ _____________--____ _ _ t Cap, Bolt to Pound. @ AAN3228 3'-2"x T-8" No -------------------- —.—.—.—.—.—.—.—.—.—. —.—.—.—.—._.—..—._._. Wall. Strap to Hdr. (Tgp.) I I III S ACW2640 2-6"x x 9 -O Yes III III C III I . I Model Numbers Refer to "Andersen" A-Series. PG50, Low-E9 w/Argon Glass, Simulated Divided Light III u v v 111 > I • I 111 0 - III O� N III U U U ° °° ° °° DOOR SCHEDULE X X X X X X O'- I . I 111 Width ( Height I•I 1 1 111 31. 3., 31. 1 .1 Unit Model � I "Simpson", 31604 (Pair) (2) 2'-8"x 1'-0" (Door) H--� 4 Pane Glass-Top, I Panel-Bot. I I (3) 9 1/2" LVL (3) 9 1/2" LVL (2) 9 I./2" LVL III T/1 4"Simpson", Glass-Top,Ri(Right an 2'-8"x 1'-0" (Door) % v 1 O ID III i III i i i 0 3 SDL (aTru", CCA220, Low E, (2) 9 I/2" LVL (2) q I/2" LVL --- 3'_0"x 6'-8" (Door) c+ III -----------' III ; t-�- -� SDL 0utswmg, Left Hand) 20 III (4) 2x6 In I III Post III I III I I 111 i 12) 9 1/2" LVL I I i Verifg Operation III I I Illi I I III I I Illi i - I 111 a I Illi o '-' (3) 1 1/2" LVL (3) 1 1/2" LVL U I V I I o ? III I I Illi 00 cv � I -� I I � � III I � I J III I I Illi I I I 1 III I I Illi 00 1 I 10 -i III 1 I IIIc 001 1 d III c1 O I I I I I c O I W I rT, U 1 U 1 1 IS 00 III 1 1 Illi ~ v w °- x I X I I III I I Illi i _ I - I I Illi i I D ' (3) 1 1/2" LVL (3 1/2" VL I 1 m III °0 I I Illi i ? ' (2) 14' LVL ( lush) _ . ._._. til 1 1 r t-- Q I Up o D 0 ; ' _. _ _._.— _ - 1 n = 1 I III - Q DRAWING TITLE: (2) 9 1/2" LVL (2) 9 1/2" LVL In I 1 n1 I I `n =► ' _ ' �, 20 III I I III I I ( — r > III I I III I I O I I ------- ' 2ND FRAMING A cv "Str.. back" Above, Post t.. Ride III 'A�7-- 9 I Ill I ' I r A-I o 1 nl I I A� (IST FLOOR) O cv (3) 9 1/2" LVL iii (3) 9III (3) 9 1/2" LVL (2) 14' VL (2) 1 1/2" L (2) 1 1/2" LVL I > 'I ............. ............................. J ----------Itt ----- --" (Flush) 14" TJI 56(x, 16" O.C. I 00 0-- 0 o III X14) 2X6 III T 1 I r _ III Post III I . III............ .. ........... u III III u 6 u I I JOB: UaIII I I nl ;-`, - -------------- TTI RES DENCE O O — ? III I I I I III — — 6' cv 22'=10" 6ci N LL III III _J III I I O I I III C O...........I..I....... ....... . ............i.i....... I I I m m m I 1150 CALVES NECK ROAD } �,� l 1 I 1 I 5OUTHOLD" NY 03 �, 11 11 _ nl — _ TOWN OF 50UTHOLD SCTM# 1000—L3-1-23 � III I 1 � I I _ III �, - - - I � _> 10 I ' ARCHITECT: (4) 2x6 : I4' TJI 560 16 0.c. I u- Postr- FREDERICK R. WEBER 41 EA5T MAPLE ROAD (2) 9 1/2" LVL (2) 1/2" LVL nl - III (3) 1 1/2" LVL 1II (3) 1 1/2" LVL _ _ _ _ _ III GREENLAWN" NY 11140 2x8 R.R., lCoc 2x8 R.R., 16"oc I i __ 52 NOYAC PATH - I � (3) 9 1/2" LVL (3) 9 1/2" VL (3) 9 1/2" LVIL ��\ i .� `------------- WATER MILL" NY 11914 \ I > > I I ' I o o3 0 03 0 0 0 \ I I I a- N v v v TEL 431 154-5555 a I I fweberarchitecteyahoo.com O_ a I i I +0 i -i iA 02' ti� I I I U r U ui U U 1 .1 (3) 1 I/2" LVL I I III `=n 3 3 I °° 00 00 00 � W 00 SEAL: cv c i c i 36'-On r, x, p -Ln --------------- - --------------- ------------ ---- - 6x6 Pressure Treated , V �.—.—.—.—.—.—.—._.—.�_———— -——_ .—.y——•---••--= -—————— �- _-___-___— Post. Encase in Ix10 ;t r (3) 9 1/2" LVL (3) 9 1/2" LVL (3) 9 1/2" LVL (3) 9 1/2" LVL (3) 9 1/2" LVL "Versatex" Trim w/ Base, r t Cap, Bolt to Found. C Wall, Strap to Hdr. (Tgp.) A-1 \ ,, 9'-9 1/2" " 9'-9 1/2" " 9'-10'' Li" 9'-9 1/2" " 9'-9 1/2" 52'-O.. REV.: PROVIDE "SIMPSON" PHD5-Z HOLD-DOWN FROM STUD WALL/WALL PL. TO FOUNDATION WALL ® PROVIDE 1/2" PLYWOOD (ONE SIDE OF WALL) FOR SHEAR WALL g DATE: OCT 30. 2020 A.4 SCALE: 1/4" = I'-O" FRAMING NOTA JOB NO: w202OO9 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM, ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL 2ND FRAMING I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. DRAWING NO. 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" MIN. THICKNESS OR AS NOTED. 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 0 4" O.C. EXTERIOR EDGES AND 6D ° 12" O.C. INTERMEDIATE. OST O3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE 1, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. OR APPROVED EQUAL. 4. ALL HEADERS C-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, T-0" AND OVER WITH TRIPLE UPRIGHTS. 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, ,_ 0 ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL ( 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS, GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED e F-O" O.C. SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR S1 PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS, PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS 0 24" O.C. 1• DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. OF 52 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALV. METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 81 , FREDERICK ROBERT WEBER ARCHITECT -------------------------- II II II II II II II II I I I I II II II II 4'-5" PORCH ROOF I v ry I I - I I I I I I I I n II II II II II II I I ;12) dow Pan I I 9 1/2" LVL Hdr.r2x6 III -1 I Ln -------- Ln ------------ I \� i Post �I I a ,� I (2) 9 I/2" LVL Hdr. 2x/ IO R.R. I 2x/ IO R.R. 1 2x/ IO R.R.I 2x/ IO _R.R.a' ,' j Shed Dormer 1616"oc I 16''oc 7 I L _J I �✓ 2x8 C.� lCoc mea I - I o I ' o \�L I I I w > Irt o � zi I ry l i cy 4 � � � 0 I I ' `r 1 1 `r Clg. Brea (2) 9 1/2" LVL Hdr. 0 Overlap., I :overlay I O O O \�� I DRAWING TITLE: IN IN Roof Roof I �, c i cv cv 2�Q6 R.R., lCoc I 2x10 R.R., lCoc __________ _ __ __ _ I ROOF FRAMING p (2) II l/8" LVL Ridge Ridg (2)'•J�:`�/8" LVL o I \ I L - J ' (2ND FLOOR) o ----------------- --------I Overly -T�••--Overlay �1 ------------------------ - r�0o I Roof III II I I \ I L I I' (2 11 8" LVL 1 Ridge J - IIL - - - - - - J �- - - - - - - - . T - - - - - - - -_---�J___________________� I L L III (4) 2x6 I' Post . III ID - - — 111 I Lfj — — I I JOB: 0z =o -� Ill � I I ��� o � I � � ,'d i � EULAU �YQj RES DE NCE IN \ I 2x/ 10 R.R. 2x/ 10 R.R. \ L �' O O O + + ...� � \d � I i 1150 CALVES NECK ROAD ry , I �x x , I r I I SOUTHOLD. NY I O ` ' 16"oc i 16"oc \y 0 I I x i x x / `4 •�' � � II x i' I 2x8 C.�f.. 16"oc I - \\ N I TOWN OF 5OUTHOLD I I L„ I ►n I I , _ m rn _ I 5CTMu 1000-0-1-23 I I Ids T , I o - - ' °7 ARCHITECT: alil vI < A \ I a l l rnl fi � � \ I I / o� U v_ U I / u I v _________ __________j I /' III a' I 111 7 v \` I �_____ r u bo _____________ II I ---- --------------------- ' � ' I I FREDERICK R. WEBER lil (4) 2x6 I iii �\ I I I I Post i I.I \\ i 2x10 .R., 16"oc 2x10 R.R., lCoc 41 EAST MAPLE ROAD L--------- _ Mi. \ -------- dl i i I GREENLAWN, NY 11140 III I I 52 NOYAC PATH (2) 9 1/2" LVL Hdr. \ I L I WATER MILL, NY 1191L --- TEL L31 154-5555 PORCH ROOF \ III FweberarchitectOyahoo.com (2) 9 1/2" LVL Hdr, / \• III SEAL: �I..L/------------------- -------------------- -------------------- -------------------- -------------------�: � I -------------- ----- --------------------••--------------------••-------------------- -------------------- ✓/ Il'-0" REV.: DATE: OCT 30. 2020 SCALE: 1/4" = 1'-0" JOB NO: w202OO9 ROOF FDRAWING NO. ( 2ND FLOOR ) S2�y OF 52 ELECTRICAL NOTES : ELECTRICAL SYMBOLS SYMBOL DESCRIPTION I- RECEPTACLES t SWITCHES TO BE "DECORA" (LEVITON), WHITE. DUPLEX RECEPTACLE 2- DIMMERS TO BE "DIVA" (Slide Control), WHITE. 3- RECEPTACLES SHALL BE MOUNTED HORIZONTALLY IN THE BASEBOARD. ------------------------------------------------------------------- --_ --� 4- ALL WIRING FOR OVERHEAD DOORS TO BE CONCEALED IN CONSTRUCTION. W.P. DUP.REC.-WATERPROOF FREDERICK I II 5- ELECTRICIAN TO SCHEDULE "WALK-THRU" WITH OWNER PRIOR TO BEGINNING WORK. j I II 0GF1 DUP.REC.-GROUND FAULT ROBERT 6- ALARM CONTRACTOR SHALL PROVIDE, INSTALL AND WIRE ALL SMOKE, HEAT, CO AND LOW TEMPERATURE I I I I DETECTORS PER CODE (MINIMUM) AS WELL A SECURITY ALARM SYSTEM. I I I I ® DUP.REC.-FLOOR WEBER 1- AUDIO/VISUAL CONTRACTOR SHALL INSTALL AND WIRE ALL TELEPHONE JACKS, TV CABLE OUTLETS, AND INDOOR/ I ---- I I DUP.REC.-(()SWITCH OPER. OUTDOOR SPEAKER CONNECTIONS. ALL SPEAKER WIRES TO BE "HOMERUNS". (OWNER TO PROVIDE SPEAKERS). i ii i i i 8- ELECTRICIAN TO VERIFY ELECTRICAL REQUIREMENTS OF ALL APPLIANCES t EQUIPMENT. I II I II SPECIAL OUTLET ARCHITECT I u I II APPLIANCES : II I I II 0 SURFACE MTD.-CLG. I II OWNER TO PROVIDE THE FOLLOWING APPLIANCES, INSTALLATION t ALL UTILITY CONNECTIONS BY CONTRACTOR j I i I OP SURFACE MTD.-CLG. (Porcelain) I- RANGE: (6) BURNER DUAL FUEL, 36", BURNERS- GAS, OVEN- 30 AMP ELECTRIC I 2- WALL OVEN: 30" WIDE, DEDICATED/GROUNDED 30 AMP RECEPTACLE I -----' I RECESSED-CLG. �? I 3- REFRIGERATOR: 36 DEDICATED/GROUNDED 20 AMP RECEPTACLE, (HIGH) j i b WALL MOUNTED 4- DISH WASHER: ELECTRIC t PLUMBING DUP. FLOOD 5- MICROWAVE (ABOVE W.O.): 30" WIDE, DEDICATED/GROUNDED 15 AMP RECEPTACLE I C I 6- KITCHEN HOOD: 36"WA8"Hx24"D, CT EXTERNAL BLOWER, 900 CFM j O-> RECESSED- DIRECTIONAL 1- WASHER: FRONT LOAD ________________ 8- DRYER: GAS DRYER [a -- ��{{-- - s SHOWER LIGHT (Wet Location) I 1 I I C UNDERCAB. FIXTURE II II I 1 I I Je © DOORBELL/CHIME ELECTRICAL FIXTURES : a EXHAUST FAN II II OWNER TO PROVIDE THE FOLLOWING FIXTURES (INSTALLATION BY CONTRACTOR): I I W I- CHANDELIERS (FOYER, DINING, STAIR, ETC.) I 1 i i PADDLE FAN 2- PENDANT (KITCHEN, ETC.) i i1 I 3- WALL SCONCES (BATHROOMS, ETC.) I I Surfac Surface I I 4- SURFACE MOUNTED INTERIOR AND EXTERIOR CEILING FIXTURES I I i i a ATTIC FAN 5- ALL DECORATIVE EXTERIOR WALL MOUNTED FIXTURES I I I 1 6- PATH AND POST LIGHTS I I I I sP SPEAKER 1- PADDLE FANS TELEPHONE ELECTRICIAN/GC TO PROVIDE AND INSTALL THE FOLLOWING FIXTURES: 1 I ► 1 O CABLE VISION I- ALL PORCELAIN FIXTURES I I I I 2- ALL RECESSED INTERIOR AND EXTERIOR FIXTURES ("HALO"), 4"(0 HOUSING t TRIM (White) 1 I 1::4I I © COMPUTER (Cable t Phone) 1 1 ow.P I I 3- ALL CAST ALUMINUM DUPLEX FLOOD LIGHTS. THERMOSTAT 4- UNDERCABINET KITCHEN FIXTURES (LED STRIP) Hose$ -- W Bib GFI i i i i GFI FAN/LIGHT F'�I � Dill � � SMOKE DETECTOR I I IOco CARBON MONOXIDE DETECTOR rL I I I II i DOSurface SWITCH 1 GFI To 2nd AC #I 3 SWITCH 3-WAY : Floor Hose $ q SWITCH 4-WAY I I I I Pendant r� Bib I I SWITCH W/ DIMMER ,L I I I j l i $ w SWITCH WATERPROOF I I I V,, III ; ; ; oma Chand ier To Bsmt.O1I JAMB SWITCH Above) I.... .............. ...... , Surface rface > W KE PAD Pe dal I CO W D � 0 L M ---- 1 - Up D I I `IYGFI I I 3 3 GFI GFI O i i II DRAWING TITLE: O T I II IB ELECTRICAL ........................................................................................... ................. II I ST FLOOR Refrig. G 0 I Micro. c�/� ----- ' ------ vhdh 0 4 IA 4 3 `54`N'G Surface Door ----------- ---------- --- D 3 D I O I ............ .. ........ T Q I JOB: --------------- EULAU RESIDENCE II � TV II 1 II r------------ I I � Chan' eller I ICha defier I (56" ...........1..1....... ........... .. ...................I..I....... I 1150 CALVES NECK ROAD I I I I I SOUTHOLD. NY II � II I SCTM# 1000 0-1-D23 SII II Ovhdr -tH- `� I 1 Surf: ce Door (� Ll $i ARCHITECT: 71' GFI I FREDERICK R. WEBER Hose 1 41 EAST MAPLE ROAD Bib I I `� I I Hose e I GREENLAWN, NY 11140 W.P. Ow.P. `` I I L--------------- 52 NOYAC PATH I IWATER MILL, NY 11914 0GF1 061=1 TEL 431 154-5555 fweberarchitecteyahoo.com II i � II SEAL: (==— �}— -- I I L ------------------- ------------------�1-- ---------------- ------------------ --------- -------® l �To Post �1 Light REV.: DATE: OCT 30, 2020 PLUMBING NOTES: SCALE: 1/4" = 1'-0" JOB NO: vu202OO9 I- PLUMBER SHALL TEST ALL DRAIN LINES AND ALL WATER SUPPLY PIPING BEFORE ENCLOSING WALLS. C T f C L 2- ALL EXPOSED FEEDS AND ESCUTCHEON PLATES FOR WATER CLOSETS SHALL BE CHROME PLATED BRASS. 3- INSULATE ALL HOT WATER PIPING PER ENERGY CODE AND ALL COLD WATER PIPING TO PREVENT SWEATING. FLOOR DRAWING NO. 4- ALL DRAIN PIPES RUNNING THROUGH IST FLOOR WALLS SHALL BE CAST-IRON TO REDUCE SOUND LEVELS. ( � T l� 5- ALL HOSE BIBS SHALL BE "FROST FREE" WITH SHUT-OFF VALVES IN BASEMENT. 6- ALL SINKS ARE TO BE UNDERMOUNT . • 1- PLUMBER TO PROVIDE "T" CONNECTION IN MECHANICAL ROOM FOR IRRIGATION SYSTEM. COORDINATE W/ O� IRRIGATION CONTRACTOR. _ 8- PLUMBER TO RUN AND CONNECT GAS PIPING FOR FURNACES, WATER HEATER, RANGE. CLOTHES DRYER, FIREPLACES t GRILL. „ �I_0„ �y� E 1 FUTURE CONNECTION FOR SWIMMING POOL HEATER AND GENERATOR. OF E2 ELECTRICAL SYMBOLS SYMBOL DESCRIPTION QD DUPLEX RECEPTACLE W.P. DUP.REC.-WA TERP ROOF FREDERICK Gri DUP.REC.-GROUND FAULT ROBERT ® DUP.REC.-FLOOR WEBER .0 DUP.REC.-(I)SWITCH OPER. SPECIAL OUTLET ARCHITECT 0 SURFACE MTD.-CLG. 0P SURFACE MTD.-CLG. (Porcelain) RECESSED-CLG. FU WALL MOUNTED 0� DUP. FLOOD 04 RECESSED- DIRECTIONAL -------------------------------- --------------------------------------... s� SHOWER LIGHT (Wet Location) -------------------------------- ..--------------------------------------- I I I I 0�-- UNDERCAB. FIXTURE II II I I I I DOORBELL/CHIME II II I I I I EXHAUST FAN II II II II I I I I PADDLE FAN II II II II I I I I ❑ ATTIC FAN II II 11 II II II I i I I sP SPEAKER II II I I I I p TELEPHONE II II I I I I 0 CABLE VISION I I I I © CO'1PUTER (Cable Phone) T^ I I I I 0 THERMOSTAT (� � ----*------------ FAN/LIGHT w (D SMOKE DETECTOR ----------- \��\ Oco CARBON MONOXIDE DETECTOR I j i I SWITCH I $ 3 SWITCH 3-WAY it I SWITCH 4-WAY I p SWITCH W/ DIMMER i I $ w SWITCH WATERPROOF nael= JS JAMB SWITCH KE' PAD To Ist F oor DRAWING TITLE: I o I I ' ELECTRICAL ..I:• � j L � ------- ------- ----- --i--- –=��;------t P �----------------------- - .\ j � 2ND FLOOR i ------ --- -------- ------------- L1- ------- \ P I — — — --� I I � t o c - — - P I • , , JOB: EULAU RESIDENCE I lo i 1150 CALVES NECK ROAD SOUTHOLD. NY TOWN OF SOUTHOLD SCTM# 1000-43-1-23 P I ARCHITECT: L--------------------------------j , �' ( �� i I i I \ FREDERICK R. WEBER 41 EAST MAPLE ROAD .1 1 _-_- ---------J d1 I I GREENLAWN, NY 111140 I1 I ' \ III i I 52 NOYAC PATH WATER MILL, NY 11914 _-___-_- TEL 431 '154-5555 Pweberarchltect9phoo.com SEAL: LI/-------------------••-------------------- ------------------ ------------------ -----------------\J..I V -------------------- --------------------••—------------------ ------------------------••--------------------- REV.: DATE: OCT 30. 2020 SCALE: 1/4" = I'-O" JOB NO: w202OO9 ELECTRICAL DRAWING NO. 2ND FLOOR_l/40� OF E2