Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
45091-Z
o�OS0I 000 - Town of Southold 3/11/2022 a y� P.O.Box 1179 co C* 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42900 Date: 3/11/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 605 Eastwood Dr., Cutchogue SCTM#: 473889 Sec/Block/Lot: 110.-3-21 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/27/2020 pursuant to which Building Permit No. 45091 dated 8/10/2020 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 covered front porch rear covered porch outdoor shower, attic storage area and attached garage as applied for. The certificate is issued to Belvedere,Donna of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0011 1/13/2022 ELECTRICAL CERTIFICATE NO. 45091 2/3/2022 PLUMBERS CERTIFICATION DATED 12/22/2021 oer Berry J .? tho iz Si nature = ., TOWN OF SOUTHOLD fio�SUF�o���os BUILDING DEPARTMENT `4TOWN CLERK'S OFFICE " SOUTHOLD, NY F fA $ 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#: 45091 Date: 8/10/2020 Permission is hereby granted to: Flood, Richard PO BOX 2909 Sag Harbor, NY 11963 To: construct a single family dwelling as applied for per SCHD approvals. 1 At premises located at: 605 Eastwood Dr., Cutchogue SCTM #473889 Sec/Block/Lot# 110.-3-21 Pursuant to application dated 7/27/2020 and approved by the Building Inspector. To expire on 2/9/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,455.20 CO-NEW DWELLING $50.00 Total: $2,505.20 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF.OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building.$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. Iu _`1 ����—n New Construction: >< Old or Pre-existing Building: ��pp (check one) Location of Property: (10015DeN.12 C�c `A House No. Street Hamlet Owner or Owners of Property: p $ , Suffolk County Tax Map No 1000, Section Block 05 Lot Subdivision li V-46TWoOD WqNTM; Filed Map.f Lot: Permit No. 45091 Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: check one Fee Submitted: $ �V Applicant Signature Baildintbenartment A�ap6cgtion AUTHORIZATION MM=,the Applicaaf isnotthe°Owner); gD«� � bg- �% restdutg-at (Print property-owner's name} (H+Ia�lin�Addre<sj; ;. q�Sqo:hereby authorize i toapplyon my behalfto the g Southold Building Department. (� Signa K ;', {Pout Owner's Name}' *pf SQUlyol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlin()-town.southold.ny.us Southold,NY 11971-0959 QIyC®UNV,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Donna Belvedere Address: 605 Eastwood Dr city:Cutchogue st: NY zip: 11935 Building Permit#: 45091 Section: 110 Block: 3 Lot: 21 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578ME 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 74 Ceiling Fixtures 38 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 5 Wall Fixtures 15 Smoke Detectors Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 54 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan 2 Combo Smoke/CO 9 Transformer UC Lights 22' Dryer Recpt Gas Emergency FixtureTime Clocks Disconnect Switches 63 4'LED Exit Fixtures Pump Other Equipment: Fridge, Wine Fridge, Oven, DW, Micro, W/D, Infrared Heaters -2, Insinkerator, Humidifier, Plug Mold - 11', LED Mirror Notes: New Two Story/ Unfinished Basement f Inspector Signature: Date: February 3, 2022 S. Devlin-Cert Electrical Compliance Form 4 so VZO Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Q Pit E ,,, BUILDING DEPARTMENT i TOWN OF SOUTHOLD DEC QUILCr,�,,2 C=OPT YOl Jid OF SCi11 hOLD I CIERTIJFICATION i Date: "19 _2/ ] Building Permit No. [eJ() 7 Owner: 0741 Ic J E'er r U Je���1'�P (Please print) Plumber: L '/'' • �J�. lease print) I certify that the solder used in the water supply system contains Iess than 2/10 of 1% lead. P umbers Si r Sworn to before me this day of Dee- 20� qqy � BiW • '=- -�1�1ifi��i`����ii�,llt��lini� Notary Public, L_C�:vunty 1 SOF so # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 765-1802 INSPECTION [ UNDATION 1ST N� [ ] ROUGH PLBG. [ 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 REI MKS: i z \s' * �� �-07w&bwt> 0 k,-v 1p CA o,- uvJ t- al—� DATE INSPECTOR OF SOUlyolo ��� � ��� �'c� ✓ # # TOWN OF SOUTHOLD BUILDING DEPT. o ourm, �y� � 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL-(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Mow- "Af--e DATE q 2W INSPECTOR � G� u�oqIraf 50Ury # TOWN OF SOUTHOLD BUILDING DEPT. °`y�ournr '' 765-1.802 INSPEC ION [ ] FOUNDATION 1ST ROUGH PL13G. [ 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: 0111-1 Q� �I Oct, c �0164 o i? IZ DATE INSPECTOR q(ol I �apF SOUj�o # # TOWN OF SOUTHOLD BUILDING DEPT. couxnN�'' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] LNSULATIOWCAULKING [ ] FRAMING /STRAPPING [ vf FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION (( [ ] PRE C/O REMARKS: I wi6p D W,, GA., � -f--ww( ukavc &,a , m, off �jv\VWA T S - gD(,je, 0 P(�*CA v R cl4S R VL ? rg--) -w ori ( Iry• / J .IVo DATE INSPECTOR OF 50UTyo{o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 1, INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] 'FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: r- DATE INSPECTOR 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 605 Eastwood Drive,Cutchogue NY 11935 Test Date 12/16/2021 Building Permit#: 45091 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 Envelope Tightness Volume Calculation : Check if: Floor Area Volume Conditioned Basement Basement 2295 22950 E] Conditioned Crawl Space 1st 2287 18525 El Sealed Attic nd 2 515 2575 *The conditioned floor area of dwelling is calculated in 3rd 0 accordance with A�SI 2765,except that conditioned floor Attic 19087 area includesares where the ceiling height is less than 5 Total Volume 63137 ft' CFM @54 pa 1353 Air changeslhr4�5'(pa 1.29 ,0 Code Compliance: Pass Duct Tightness: Post Construction Test-Total Duct Leakage System-1: Within Condition Space Duct Location Conditioned Space Floor Area ` Leakage CFM @ 25pa N/A CFM/100 Ift2 CFA NI/j 2022 Code Compliance: Exempt System-2: Within Condition Space Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa NIA CFM/100 ft�CFA N/A Code Compliance: Exempt System-3: Duct Location Floor Area Leakage CFM @ 25pa CFM/100 ft2 CFA Code Compliance: All building envelope tlghtiness 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. r Signature: � r ^ r- "� "" � g Date: 12/16/2021 Christopher Silvia,Home Energy Solutions 45-D rT / Load Short Form Job: 606 Eastwood Drive H-el h9 r: E N E R G Y Date: W19120 Entire House By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project Information For: 605 Eastwood Drive, Cutchogue, NY Design Information Htg Clg Infiltration Outside db (°F) 11 86 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (°F) 61 11 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 °F 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 (ft2) (Btuh) (Btuh) (cfm) (cfm) AH1_Master Suite 737 9938 5683 600 600 AH2_1 st Floor 1510 24680 18728 800 800 Entire House 2247 34618 24411 1400 1479 Other equip loads 3600 622 Equip. @ 0.91 RSM 22680 Latent cooling 2988 TOTALS I 2247 I 38218 I 25668 I 1400 I 1479 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ` Wrightsofe- 2020-Jun-2213:26:58 .d.., .. ..<-,. Rig ht-Su ite@ U niv ersal 2019 19.0.09 RSU2 0822 Page RCk ...rightsoft HVAC\605 Eastwood Drive_Cutchogue.rup Calc=MJ8 Front Door faces:SW Load Short Form Job: 605 Eastwood Drive t l 41 ME ENERGY Date: 6119/20 AH1 Master Suite By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 605 Eastwood Drive, Cutchogue, NY Design Information Htg Clg Infiltration Outside db(°F) 11 86 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (°F) 61 11 Fireplaces 1 (Tight) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/Ib) 33 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R96VA0402317MSA Cond RA1618AJ1 NA AHRI ref 7501310 Coil RCFL-HU2617CU+R96VA0402317MSA AHRI ref 7940443 Efficiency 96 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 °F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.060 cfm/Btuh Air flow factor 0.106 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.79 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftp) (Btuh) (Btuh) (cfm) (cfm) Master Bath 101 1712 719 103 76 Master Bedroom 222 3033 1884 183 199 Master WIC 60 573 103 35 11 Mud Room 68 1232 1048 74 111 Office 68 815 1034 49 109 Pantry 25 257 46 16 5 Pwdr Rm 30 99 22 6 2 Rear Hall 164 2216 828 134 87 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft" 2020-Jun-22 13:26:58 Right-Suite®Universal 2019 19.0.09 RSU20822 Paget �C� ...rightsoftHVAC\605 Eastwood Drive_Cutchogue.rup Calc=MJ8 Front Door faces:SW AH1_Master Suite 737 9938 5683 600 600 Other equip loads 1509 261 Equip. @ 0.91 RSM 5385 Latent cooling 1627 TOTALS I 737 i 11447 I 7012 I 600 I 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wriglhtsoft^ 2020-Jun-22 13:26:58 ..,+ �. .. Right-Suite®Universal 2019 19.0.09 RSU20822 Page +� ...rightsoft HVAM605 Eastwood Drive_Cutchogue.rup Calc=MJ8 Front Door faces:SW Load Short Form Job: 605 Eastwood Drive t i l n1 r r r t`.G Y Date: 6/19/20 AH2 1st 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: 605 Eastwood Drive, Cutchogue, NY Design Information Htg Clg Infiltration Outside db (°F) 11 86 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 61 11 Fireplaces 1 (Tight) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/Ib) 33 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R96VA0702317MSA Cond RA1624AJ1NA AHRI ref 6483387 Coil RCFN-HM2421AC729+R96VA0602317MSA AHRI ref 7940842 Efficiency 96 AFUE Efficiency 13.0 EER, 16 SEER Heating input 70000 Btuh Sensible cooling 16800 Btuh Heating output 68000 Btuh Latent cooling 7200 Btuh Temperature rise 77 °F Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.032 cfm/Btuh Air flow factor 0.043 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.88 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF 0F) (Btuh) (Btuh) (cfm) (cfm) Bedroom Wing 584 7660 4624 248 197 Living Area 926 17020 15974 552 682 AH2_1 st Floor 1510 24680 18728 800 800 Other equip loads 2091 361 Equip. @ 0.91 RSM 17295 Latent cooling 2527 TOTALS I 1510 I 26771 I 19822 I 800 I 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t 1AP6 fight soW 2020-Jun-22 13:26:58 Rig ht-Su ite®Universal201919.0.09RSU20822 Page Iii ...rightsoft HVAC\605 Eastwood Drive_Cutchogue.rup Calc=MJ8 Front Door faces:SW Load Short Form Job: 605 Eastwood Drive FI Q M E F.NI r R G Y Date: 6119120 u'�'i' •` Bedroom Wing By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 605 Eastwood Drive, Cutchogue, NY Design Information Htg CIg Infiltration Outside db(°F) 11 86 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 61 11 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 °F 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 CIg load Htg AVF CIg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bath 2 85 915 595 30 25 Bedroom 2 184 3031 1730 98 74 Bedroom 3 220 3343 2229 108 95 Bedroom Hall 96 370 70 12 3 Bedroom Wing 584 7660 4624 248 197 Other equip loads 0 0 Equip. @ 0.91 RSM 4189 Latent cooling 934 TOTALS 584 I 7660 I 5123 248 I 197 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ° Writglhtsoft°' 2020-Jun-2213:26:58 Rig ht-Su ite®Universal201919.0.09 RSU20822 Page 5 ACCK rightsoft HVAC\605 Eastwood Drive_Cutchogue.rup Calc=MJ8 Front Door faces:SW Load Short Form Job: 605 Eastwood Drive F1 i1 M E ENERGY' Date: 6/19/20 Living Area By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project Information For: 605 Eastwood Drive, Cutchogue, NY Design Information Htg Clg Infiltration Outside db(°F) 11 86 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 61 11 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 °F 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 (ft2) (Btuh) (Btuh) (cfm) (cfm) Dining Room 300 5583 4451 181 190 Kitchen 268 5476 6558 177 280 Living Room 358 5962 4966 193 212 Living Area 926 17020 15974 552 682 Other equip loads 0 0 Equip. @ 0.91 RSM 14473 Latent cooling 916 TOTALS I 926 i 17020 i 15389 I 552 I 682 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -00- wr ghtso f - 2020-Jun-22 13:26:58 + •. n..,� , Right-Suite®Universal 2019 19.0.09 RSU20822 Page 6 rightsoft HVAC1605 Eastwood Drive_Cutchogue.rup Calc=MJ8 Front Door faces:SW N Basement 4x6 4x12 4z6 4x6 4x6 6x12 12x 12 _ 4x6 4x12 4x6 4x6 4x12 6x6 4x6 54�6x6 4x6 4x6 Bz6 Basement 4x12 4x6 -8x12 14x6 6x12 6z6 4x6 4x6 16x12 In 6x12 12 x 12 4x6 Job#: 605 Eastwood Drive Home Energy Solutions Inc. Scale: 1 : 146 Performed by Katelyn Maieski for: Page 1 187 East Main Street Right-Suite(D Univers al 2019 605 Eastwood Drive Huntington,NY 11743 19.0.09 RSU20822 Cutchogue,NY Phone:631-673-0664 2020-Jun-22 13:28:22 gdlamay3@gmail.com ...605 Eastwood Drive Cutchogue.rup N 1st Floor O��99 cfm 1103 cfm Master Bath Master Bedroom yy�� 99 cfin yMaster WIC \35 cfm 109 cfm 6 cfm 16 cfm officewdr Rm antry 600 c(m � ��98'cfm 111 cfm ---- -- -— 03t'- - - Rear Hall 9,47 cfm 47 cfm �53 cfm 53 cfm Bedroom 2 Mud Room �134 cfm /140 c(m X1/7 12 cf 30 cfmKitchen Living Room Bedroom Hall Dining Room Bath 2. � I i Garage 878 cfm ®:140 cfm x:53 cfm 53 cfm ® rL EK47 cfm. 47 cfm—® Bedroom 3 108 cfm Job#: 605 Eastwood Drive Home Energy Solutions Inc. Scale: 1 : 146 Performed by Katelyn Maieski for: Page 2 187 East Main Street Right-Suite@ Universal 2019 605 Eastwood Drive Huntington,NY 11743 19.0.09 RSU20822 Cutchogue,NY Phone:631-673-0664 2020-Jun-22 13:28:23 gdlamay3@gmail.com I...605 Eastwood Drive Cutchogue.rup Manual S Compliance Report Job: 605 Eastwood Drive 118\9 E ENERGY Date: 6/19/20 AH1 Master Suite By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 605 Eastwood Drive, Cutchogue, NY Cooling Equipment Design Conditions Outdoor design DB: 85.6°F Sensible gain: 5944 Btuh Entering coil DB: 75.4°F Outdoor design WB: 72.1°F Latent gain: 1627 Btuh Entering coil WB: 63.0°F Indoor design DB: 75.0°F Total gain: 7571 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1618AJ1NA+RCFL-HU2617CU+R96VA0402317MSA Actual airflow: 600 cfm Sensible capacity: 16538 Btuh 278%of load Latent capacity: 2161 Btuh 133%of load Total capacity: 18699 Btuh 247%of load SHR: 88% Heating Equipment Design Conditions Outdoor design DB: 10.6°F Heat loss: 11447 Btuh Entering coil DB: 69.6°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Rheem Model: R96VA0402317MSA Actual airflow: 600 cfm Output capacity: 41000 Btuh 358%of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. t -Pp- wrightsoft" 2020-Jun-22 13:26:58 A� Right-Suite®Universal 2019 19.0.09 RSU20822 Page 1 rightsoft HVAC\605 Eastwood Drive_Cutchogue.rup Calc=MJ8 Front Door faces:SW Manual S Compliance Report Job: 605 Eastwood Drive l t iwl At t. E t\E RG Y Date: 6/19/20 AH2 1st Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project Information For: 605 Eastwood Drive, Cutchogue, NY Cooling Equipment Design Conditions Outdoor design DB: 85.6°F Sensible gain: 19089 Btuh Entering coil DB: 75.4°F Outdoor design WB: 72.1°F Latent gain: 2527 Btuh Entering coil WB: 63.VF Indoor design DB: 75.0°F Total gain: 21616 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1624AJ1NA+RCFN-HM2421AC729+R96VA0602317MSA Actual airflow: 800 cfm Sensible capacity: 22690 Btuh 119%of load Latent capacity: 3040 Btuh 120%of load Total capacity: 25730 Btuh 1191/oof load SHR: 88% Heating Equipment Design Conditions Outdoor design DB: 10.6°F Heat loss: 26771 Btuh Entering coil DB: 69.5°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Rheem Model: R96VA0702317MSA Actual airflow: 800 cfm Output capacity: 68000 Btuh 2541/o of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. - ' wrightsofr^ 2020-Jun-2213:26:58 .. .., Rig ht-Su ite@ U niv ersal 2019 19.0.09 RSU20822 Paget /iv rightsoft HVAC1605 Eastwood Drive_Cutchogue.rup Calc=MJ8 Front Door faces:SW Duct System Summary Job: 605 Eastwood Drive t l til hl t. ENERGY Date: 6/19/20 ?01,W1a1 kl N AH1 Master Suite By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 605 Eastwood Drive, Cutchogue, NY 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 0.259/0.101 in H2O 0.259/0.101 in H2O Lowest friction rate 0.156 in/100ft 0.156 in/100ft Actual air flow 600 cfm 600 cfm Total effective length(TEL) 231 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk Master Bath h 1712 103 76 0.185 5.2 6x 4 ShMt 15.3 125.0 st1 Master Bedroom c 942 92 99 0.164 5.3 6x 4 ShMt 33.0 125.0 st1A Master Bedroom-A c 942 92 99 0.156 5.3 6x 4 ShMt 31.0 135.0 st1 Master WIC h 573 35 11 0.171 3.5 6x 4 ShMt 6.7 145.0 st1 Mud Room c 1048 74 111 0.169 5.4 6x 6 ShMt 8.0 145.0 st2 Office c 1034 49 109 0.301 4.8 6x 4 ShMt 1.0 85.0 Pantry h 257 16 5 0.160 2.6 6x 4 ShMt 16.7 145.0 st2A Pwdr Rm h 99 6 2 0.174 1.8 6x 4 ShMt 14.0 135.0 st2 Rear Hall h 2216 134 87 0.177 5.8 6x 6 ShMt 21.3 125.0 st2 SUPPlY Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2 Peak AVF 230 205 0.160 689 7.2 12 x 4 ShtMetl st2A Peak AVF 16 5 0.160 47 2.6 12 x 4 ShtMetl st2 st1 Peak AVF 321 286 0.156 642 8.2 12 x 6 ShtMetl st1A Peak AVF 92 99 0.164 298 5.3 12 x 4 ShtMetl st1 wrigihtsoft^ 2020-Jun-2213:26:58 w ....� s Right-Suite@ U niversal 2019 19.0.09 RSU20822 Page 1 A✓CK ...rightsoft HVAC\605 Eastwood Drive_Cutchogue.rup Calc=MJ8 Front Door faces:SW 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 rb2 Ox 0 600 600 64.7 0.156 600 10.4 12x 12 ShMt ,` wright5oft'° 2020-Jun-2213:26:58 �. ryry,� ., ..,. .. Right-Suite®Universal 2019 19.0.09 RSU20822 Page 2 /CCk ...rightsoft HVAC\605 Eastwood Drive_Cutchogue.rup Calc=MJ8 Front Door faces:SW Duct System Summary Job: 605 Eastwood Drive Date: 6/19/20 11 11\1 E ENI L'RC AH2 1st Floor By: Katelyn Maieski � u.0 rinna - Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-6730664 Email:gdlamay3@gmail.com Project • • For: 605 Eastwood Drive, Cutchogue, NY Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.30 in H2O 0.30 in H2O Available static pressure 0.40 in H2O 0.40 in H2O Supply/return available pressure 0.349/0.051 in H2O 0.349/0.051 in H2O Lowest friction rate 0.090 in/100ft 0.090 in/100ft Actual air flow 800 cfm 800 cfm Total effective length (TEL) 443 ft Supply Branch DetailTable Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (Cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk Bath 2 h 915 30 25 0.199 3.2 6x 4 ShMt 26.0 150.0 st4 Bedroom 2 h 3031 98 74 0.170 5.2 6x 4 ShMt 35.3 170.0 st4A Bedroom h 3343 108 95 0.218 5.1 6x4 ShMt 15.3 145.0 st4 Bedroom Hall h 370 12 3 0.145 2.4 6x 4 ShMt 31.3 210.0 st4A Dining Room C 1113 45 47 0.137 4.1 6x 4 ShMt 51.0 205.0 st5 Dining Room-A c 1113 45 47 0.142 4.1 6x4 ShMt 40.7 205.0 st5 Dining Room-B C 1113 45 47 0.165 4.0 6x4 ShMt 22.0 190.0 st6 Dining Room-C c 1113 45 47 0.122 4.2 6x 4 ShMt 32.0 255.0 st6 Kitchen C 3279 89 140 0.119 6.4 6x 6 ShMt 37.7 255.0 st6 Kitchen-A C 3279 89 140 0.090 6.7 6x8 ShMt 67.3 320.0 st5 Living Room c 1242 48 53 0.161 4.2 6x 4 ShMt 27.7 190.0 st5 Living Room-A C 1242 48 53 0.428 3.4 6x 4 ShMt 6.7 75.0 st3 Living Room-B C 1242 48 53 0.378 3.5 6x 4 ShMt 17.3 75.0 st6 Living Room-C C 1242 48 53 0.119 4.4 6x 4 ShMt 38.0 255.0 st5 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3 Peak AVF 552 682 0.090 682 12.2 12 x 12 ShtMetl st4A Peak AVF 110 77 0.145 331 5.6 12 x 4 ShtMetl st4 st5 Peak AVF 276 341 0.090 511 9.4 12 x 8 ShtMetl st3 st4 Peak AVF 248 197 0.145 497 7.6 12 x 6 ShtMetl st6 Peak AVF 228 288 0.119 576 8.3 12 x 6 ShtMetl st3 t - - wrrightsoft" 2020-Jun-2213:26:58 .d ._ „ a„ Right-Suite®Universal 2019 19.0.09 RSU20822 Page 3 ..rightsoft HVAC\605 Eastwood Drive_Cutchogue.rup Calc=MJ8 Front Door faces:SW Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (dm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb1 Ox 0 800 879 56.0 0.090 659 13.4 12x 16 ShMt -*- Wrightsoft- 2020-Jun-2213:26:58 A. ._., Rig ht-Su ite®U niv ersal 2019 19.0.09 RSU20822 Page ...rightsoft HVAC\605 Eastwood Drive_Cutchogue.rup Calc=MJ8 Front Door faces:SW a 4 y;�4 Y.� � .`� � � � '`_ �,., . ,� '� '"��� e- . _ "1r'_ _ � .. Ty4 � �...�, _ f _-*-,�._ - -•.�r _ , *� .�: - _ -. �.,� ��' .. H , ..: ._ .,�; . i, t .-' �:; �:: :s�.. � _ .�� - �' F - � ._ ,f Y� , .:-"��. .� m ,�.e, .� ' is -�K �' _,�. 7 f.^ r �Y t= •ry. 4 t`. •{f i M •r!7 1 f 4 • f v �� Y_• � ani y I9 IL f I R YyiY' 99yMk. a A ya ' 9 .d• T.A� _'§R .'G1'�Y"�`a �`., l h :i�: �'�11 v.�r - +'� �„ '♦<I' .d��� •�•�"S � t � iS� 1° `� C - .. 4 - , .( _,< ° ;fi d '-: si�gG ay` ' . . s, r�!� r •t'i`t,. +� � � r�7 .I, j :s +� Isr- """+-,tui �,.� '� � � _• �y _ �.•••�, � Vii; '� is . r �1. a n ~� �r+r 0 _ 1. ..�"� •e .,: ��"-� a LY"" �..: � i... cert .1 �r3'. F g • � lain` - sit '_� `•Y+� 4� '!' �,, .k Y' + ' 1 FA !i rt +^.. '.�. �z - ,� ado:• r„ �. w ` j A yI *.+ ;�`� �•. aero,-1 .• At IL a � �} V�} � �J *� ��-•t:« -yam' � .. _ � 4"k''� � ' t��� ''. �:`�, ,�, .# .,r� «'��. _f�''y1'��"a'' .� ,.y-w`��-'S"'� 1.�• � '�.$"' ,�: ®� . �°. rp,�`.r +fie' � �4 \ 11` .. .- R•' jJt�- F. \ g i� k a, , •a `�" `i her � � •°�" a a� S t VL fo 'n •. �y'kj "f' r... �r -.1t. y�' �'" , �T..,�yrt.�3+i .Z(� i ` ,, �� �, - * �/ ... E. lYY4 rh.,`•T ..`lWG•i�h r �' �'7 t �,+��tl �•- � �J � 2 �_� 9 �,.r, •t ^cy.+:� '�Y h X•ii �r ?+5 '� y't �.:., �, ' '�' `�{� da-+... � ) � t -a�+#. `ft.f p •,h n �.f� ,� S �l• �.•� r.'r�w, t,�`Y..�. F Y�� �� � �., ��•, .'Y i -'' ,y .tom •�.." � ,. � 4 .w, •t'1 - :: �'F� 2� �y a�`AS SA i� ,� �r� t � ib i L <� tr -. ti.� t�.y.,� • p• sd�+'Y;� sem.. s � � ,y -�•, '�nS?v�,.t: t�� :-� t ��•, '0.f _4 �..... � : ��y�i ., ,y .�� w _ 1 r J v. r• 1 y tµ , 11I Y".f r - t if T i� �` �; �:. "i' 'r �,ta '... Yy.q��s�`��; .,ice.'��`'r Y A J- •. �; �, " ,,. � _Pg�r�Mr, �'.y, ���a a ,• a 8 t� �1,�� � fij+}$>' r x �; � � t �,r;'i _ 7,ks w.-. tip. � 1',. r'S','MF �' `+" :��'W } Y •4`' .^ k All. 7 AF 66, .✓ �� zt Vr � � �•tis. -_ `` ".vim�y�. `.).�s{���Kr�.°i'' �1��+r �5y ' .� N T T �r1... Y1 Yl �♦ �� �i��S '�' .. 0lw okq ci h V.. 1 t 2 v R ' 4� c- � - •�. � ,� !`SHV �c '.��,i :� ' •t•M �,I � � 1 f' t � '� - . ? 1! �* P n L}t .t 3. � s.= t �. k -, �� r � Iir S s �f. ° ,�rJ�fh�'���tf 167t•f' t '�t� It q �. ti �.. '.i4 9q'�••,� r• '-t, �-vt�a .' I'*t� it"�! n�4s�" {�$ �'Y �K ''' � !�i � l ,}t�^. �� ., ,1 Y� Yi any i \ r r o ,77 ``�� _ � 'i-' �; 1 �.;J 1 `Y� JR ..�a7Fs.fib, �� r ', >• ,lye: 6mel"i r7j C i F a 4 i •-J1 J A cncJfill - �������lr•.II Ifs U�[U Igo oblim- r _ j, � F> '.K I s F�4 3'�rt k e• Ir- tst wr •�'� T .tier YF '1 .,.f �,4+3'1A��x� r�c�, 4s� ` ,,4��,"y �r ' '� � z �..r � a 40 lok . TO r L1J _ _. Z'� �� � � .ice��.•� _ � _�_ — w•� w � S f!' Y � y / R 'R 7- _ Nn� K � ti � t y . 4 • d _ '4 k" F •. y Allow- IN 46 ja,,j," - ., z� L y lip- �� ~ R v i ! +l+ a% F". ._ -� �•. � �vA 1"� rte. �.�_ , : <mF r e 3. R T, 1 � r�. ' 'Alp 4 F- i y F � Ah " � is .y� •� ,�� �� .,, � SF�. ": - r�.,� �� /�� ,moi � +T�Frfr� ;.. ri + �Jy i *�1'� } • + � j y. a �: ! ?1 1�/ .� y..r ' f,l E Iryer .. 1 , ro , Of -•` 1 flu " � SS> 1. y! r r t 4 R _ y 7h� � s ki •r.% � ■�F, s + rim r 0 121 ft,, - �ILI � s OL I � r �. _ •;,`fir - .d' dr -y ri• . or a f' Of for a �t�} �i � ���,, �'' — i;i "-,,. ++,._ . -_s�- ,.. ._ ��� _� s �,. � � � . - � . . .> �.:.. �.�.i:.:x�-'" 11 r t " q � "a y! Y pp# � r.Y a � 1 ! '5. _1e� ° , TM a"x .. � � .. s.,� _. .,,�,'.. � �� � �y �d y: t �a j _�� r } � I B r „�:;' w � .. �--- -- t _y_._ _ . � �.r. f 1 � � y �., ` � F k ,, , >� :. � � t '�� � � �� �'" a-._ ;F ��.,r �.,a �` � _,� mem"s.. .. �`•:` � :;„-a..-,ars. :. a �k i 7 i # 1 .�.r rem 1yY S r r we. i a v a 4 � ` ` ~''Y, �, 'i. f �. �i••m'„f •x•• t x _ ,y- � 4 �� �t•� ' , f �`1L -` -•• • w - w y y e r - a f y .µ � ..• i.E kf �«.-_v... _ - ,f.- -� df 9 t� , y�.��fo. 4.1 .. •• R�� -r" e —�/,, .. --. ' ,� a Ly i _- -:`� .. _.� 1..�• ,ti n ., �..:. r c y ,m r , ' � , . .int •*� � l '�° s L T =� v _ r a .., L �'��9 ice•� - P i. •'> P + 1444'' •� ��f PI L r S a" ■ -•QL. ,t,r�, 3i. ��� yr u� 'Ram. z �u4 ! ,.- *L 4, A, � • y ����.i�� ,,... Ply`.. P � _, �,�•,• *ti,.6 •��+•.[ : . s.;Y_ 4`_."a �to '� ! �- -�.^?.' 'L+f ' 'P -•,:wh.a�+r+� � ,. +Yi .. • Y. �'`• • ., j! .e •• ._G if' '°'"•i v�• ^ia. ...+1P .ti' d• y^P .. �?' •"P�.R�:.•us�,�r• �.¢,,.u�r u ,�Y- � ' �� � •'.:as ..moi Ta } fA� � f '', ;a`;�d^'*:. .ti •�• T 1 JI � ry � a r } w X w, ry rr .� + f41k '7 f VOL i AL low 4 f v ti P f i w, 1 1� i } P j � 1 i P p t �f ,�� � � � t; .` _ _ � .� *-` :,�• ,'�.-- 1. -.� ... - ti - _; y }Air OIL 9 � 4 I 1 �� ■' r 14 ll� 14P + tiw N r, i r, •!► F ee�F �y tcy- , - i c s f t. •• 4 L� k f r t - Jr i t �R • r r ` e� a mt. ,7 � x •�. ��: � . ��4 1 .+! � � � ! . ..r„ • '�r 1�,` i t°,�f . f .+ ti '• ,. i. .� �- `� f d ' � �('�� - E w � ..,' M �. 1 .�', r F •T �_�, r � •s a � �` . 1 �1, ,1•` + " i* 1 � •sem r j 1 Y• .�..*�'a•r > i� r -�4. - , -.�py. ry J i i� .: • �i' �y a,j a 1, �.. �'� y R i . '�".� e f -a;,, M� `.�. ; �;f •�•, , [ y f .(f' 4' + 1t 'M��" yl C=. - '+ �, 3t .. p .J + i' 1 ` 'd �- .1•'t !' _ 1,. i ;; jo fw ti� a r,� Y b� ~ g, 9 Y + 1 e R•� 'l.;a 1 • { .•y • 'a, 0Y,` _;�i•j�_ r a 1 1 +^ tl+� IEa• `/y� 'y' 'i� J 1 r r , ` 8 � ,a4R f tiA�t 1 -. .'F tail .• 1" �� }"► ''•''i AN 1p ir •R •, ��� s <=s * l 4/ 1 P j� p a im E3 FOUNDATION(IST) . ITT,FOUNDATION(2ND) ® - ROUGH FRAMING& PLUMBING STATE ENERGY �I1 . , WVI MR,AM MAN ��I�%�' PAN. r 1 � - 1" ti TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING.DEPARTMENT Do you have or need the following,before applying? TOVVN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval . FAX: (631)765-95020 survey Southoldtownny.gov PERMIT NO. — 1 Jy 1 Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Truss Identification Form Storm-water Assessment Form Contact: Approved `� ,20 Mail to:' Disapproved a/c Phone: Expiration 20 D C �L i� Bui � pector ... ,1 U L 2 7 2020 APPLICATION FOR BUILDING PERMIT BUKLDING DEPT. Date C, ,20(24�-,) T !'-T THOLD INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before_issuance of Building Permit:. cL Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations"affecting the property have been enacted in the interum,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the,Town of Southold,Suffolk County;New York;'and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,-housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. Signature of applicant or name,if a corporation) (Mailing address.of applicant), State whether applicant is owner, lessee, age n architect engineer,general contractor, electrician,plumber or builder, Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which DrODosed work will be done: - House Number Street Hamlet frit _>y. G47 ;�•?+•;. County Tax Map No. 1000 Section >f'" $lock 9 .• �Lof An Subdivision l, V�J�V )a2;Txl' Filed Map No. Lot 2. State existing use and occupancy of premises intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 10(4US_ V dew d 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost � Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear . Depth Height Number of Stories y 1 IA 8. Dimensions of entirenewconstruction: Front 10 Rear Depth Height Number of Stories 2 9. Size of lot: Front 7Gt Rear —Depth 10.Date of Purchase �`�/ '� �� Name of Former OwnerLk ` 11. Zone or use district in.which premises are situated R-40, (WO -�9, arI:)1 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO 13. Will lot be re-graded?YES ><NO Will excess fill be removed fro0i premises?YES ., NO 4&J 14.Names of Owner of remises�ON 44 kW OV D-Wdress WL%%VAX. ffl>�, Phone Nv� -16,Z Name of.Architect Gk. Address zW hone No 1A - FS55 Name of Contractor ' +f AGK CVRA9M j V00 Address Ro(%' A93� Phone No.(o�a'T,;4-5111 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO *IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? *YES NO X *IF YES,D.E.C.PERMITS MAY BE REQUIRED. . 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? *YES NO_{_ * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF t4nz&� � �� being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the A'rQk��*AT 6cq l (Contractor,Agent,Co orate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swon)o�be ore me this II rp dayalicNolary 20 2 a PHILIP J.DEDORA,JR: u New York No.4864325 Signature of Applicant Cr.,alified in Suffolk County Commission Expires July 7,20Z:d Scott A. Russell 0°sI' /r12� STO]KlANWA IE]k SUPERVISOR MANAGEMENT T SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold Ol . CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROTECT LNVOLVE A11Y OF THE FOLLOWING: \ Yes� No o ;CHECK ALL THAT APPLY) f_ i ❑ 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. ❑RC. Site preparation on slopes which exceed 10 feet vertical'rise to � 1 100 feet of horizontal distance. I ❑R D. Site preparation within 100 feet of wetlands, beach, bluff or coastal ? erosion hazard area. ? ❑E( E. Site preparation within the one-hundred-year floodplain as depicted ! i- on FIRM Map of any watercourse. i a F. Installation of-new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management 11 Control Plan was received by the Town and the proposal includes ; R in-kind replacement of impervious surfaces. If you answered NO to all of the question's 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. APPLICr\VT: (PropertyOwner,Design Professional.Agent.Contractor.Otherl { s•C•T•M• : 1000 Dale a D'utrict Pr Section Block Lot FOR BUILDING DEPARTMENT USE ONLY Contact Information: X555 j I Reviewed By: 0�� - — — — — — — — — — — — — - - - s� j 7 as ao ; ► 7 ; Date: Property Address/Location of Construction yl ork: ; ( — — — — — — — — — — — Yh�� �WO-P m�� = f Storm ett for processing Building Permit. Yh� ��YY d/d� 1 { l ❑ Stormwater)Management Control Plan Not Required. ff J`Z :UI'�► V�� � i �{ Stormwater Management Control Plan is Required 1 i I1� + © (Forward to Engineering Department for Review) 1 FORM SMCP-TOS MAY 2014 APPLICANT: S.C.T.M.#: l000 � 4' CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) «� #+ —� Q (lo ©s QA_ Stormwater Management Control Plan CHECK LIST PVC. section Bloc): Lot z S M CP -Plan Requirements: Provide ONE copy of the Building Permit Application. �,� j..� Date: X01 �(c The applicant must provide a Complcle Explanation and/or Reason for not providing 0�,111e �J all Information that has been Required by the following Checklist! 1. A Site Plan drawn to scale Not Less that G0'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: YE 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§236-17(02). d. 'rest hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing& Area of Proposed Land Disturbance. f. Existing& Proposed Contours of the Site (Minittnun 2 Intervals) g. Location of all existing& proposed structures, roads, K_�Tl driveways,sidewalks,drainage improvements& utilities. h. Spot Grades& Finish Floor Elevations for all existing& 0 proposed structures. I. Location of proposed Swimming Pool and discharge ring. f� 1. Location of proposed Soil Stockpile Area(s). 0 k. Location of proposed Construction Entrance/Staging Area(s). 1. Location of proposed concrete washout area(s). 0 M. Location of all proposed erosion&sedlinent control measures. �] 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(V inch rainfall/storm event. 3. Details§ional Drawings for Stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. [� b. Construction Entrance&Site Access. 0� c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) [� d. Leaching Structures (e.g.infutratitm basins,swales.etc.) FOR ENGINEERING DEPARTMENT USE ONLY**** l Additional Information is Required. Reviewed& ! Stormwater Management Control Plan is Not Complete. Approved By: — - — — — — — — — — — — — — — — — — — — — — — lI ' Stormwater Management Control Plan is Complete. Date - — _ —Fi_SMCP.has-been_approved-by_the-Engineering-Dopar-tmetat: ---- FORM * SWCP Check List-TOS MAY 2014 1� AP? .. 1 Town Hall Annex® M /� �u� Telephone(631)765-1802 54375 Main Road g Fax(631)765-9502 P.O. Box 117957E Southold, NY 11971-0959 I 3 BUILDING DEPARTMENT NOTICE OF-UTILIZATION OF TRUSS TYPE tONSTRUCTION,-PRE-ENGINEERED WOOD CONSTRUCTION ANDI.OR TIMBER CONSTRUCTION Date: eTqu-I 6, ILPI.o Owner: n� __ ��!c ,� Location of Property: Please take notice that the (check applicable line): New commercial or esidential 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 following location(s) (check applicable line) Floor framing, including girders and beams (F) Roof framing (R) _ Floor and roof framing (FR) Signature: Name (person submitting this form): -FCS �dyL' Capacity(check applicable line): Owner Owner representative TrussReg15.doex Effective 1/1/2015 N�g11fF04eO ' A140. Gy BUILDING DEPARTMENT-Electrical Inspector Cm TOWN OF SOUTHOLD C Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631)765-1802-FAX(631)765-9502 Temporary Certificate # IDI Date 2020 Customer Name V8L7aElectrician Name . Addressa A6hone �- 8:q6 e-mail Yo e-mail A-*-/ o Phone License# 5 Size E&O A Phase�_Overhead Underground �)4 _ #of Meters. / Remarks ll�� #of Underground Laterals1 2 New "H" Frame or Pole H 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 veritication is val' or 0 �s trom the date above. Authorized by +ter!^�• .� UILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD. ySEP Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 �.aos.s �j - ephone (631) 765-1802 - FAX (631) 765-9502 rogerr .southoldtownnygov - seand c southoldtownny.gov APPLICATION FOR- ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date& c7c� Company Name: C.' S Name: 2. C v(AzrL License No.: ,,'7$ email: i57- ! 6 I-/( Q AD' L Address: 0 t-5 L !P_urL �o Phone No.: 19 q �F li�-1 I L JOB SITE INFORMATION (All Information Required) Name: v E-47 % iZ E Address: <,p S— S. W 00 n .. lP121 lJ Cross Street: /O&J,4 y Phone No.: C:? �. 5� t -7 Bldg.Permit#: W '-b-0 t email. Tax.Map.District: 1000 Section: (0 .Block: a3 Lot: a? BRIEF DESCRIPTION OF WORK (Please Print Clearly) /VCy LL Circle All That Apply: 4' Is job ready for inspection?: YES Rough In Final Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) Service Si<5 3 Ph Size: a 00 D A # Meters �_ Old Meter# Ne�Seryice Fire Reconnect- Flood Reconnect- Service Reconnected Underground Overhead # Underground Laterals 1 2 Frame Pole Work done on Service? Y N 'Additional Information: o C 3 PAYMENT DUE WITH APPLICATION moo. �\\,o -. Request for Inspection Form.xls PERMIT# Address: / 9 Switches l I'1� � � Outlets GFI's S Surface - Sconces t � � �a�/ • ` !�-('I �.%' � I � u1 _ kCl 77.. tt �l I S- i H H's �/ ! LIC Lts /t_,n j . Fans I Fridge HW / I. Exhaust - II Oven Dryer Smokes.- DW, . . .Service :Carbon Generator. Combo, Cooktop Transfer AC AH Mini Special: T 4 r I � � � LO Comments: I�� �;�i 4 j v�L ��f � FA PART StUFICE ASTEW TER MANAGEMENT MENT OF HEALTH SERVICES FOR OFFICE USE ONLY 360 YAPHANK AVENUE,SUITE 2C,YAPHANK,NY 11980 Health Department Ref.No, 81)8 -ffl$OR HealthWWM@suffolkcountyny.gov ~ RIO [ APPLICATION TO UPDATE AN EXISTING PERMIT TO CONSTRUCT SEWAGE DISPOSAL AND SUFE CO. FiEAZ� T V UPPLY FACILITIES FOR A SINGLE FAMILY DWELLING OFFICE OF WA T�q ER TO REVERSE SIDE OF TRIS FORM FOR INSTRUCTIONS PLERT; APPLICABLE SECTIONS OF THIS FORM. ALL SIGNATURES MUST BE ORIGINAL. SECTION fl FOR ALL RENEWALS AND TRANSFERS EXISTING REFERENCE NUMBER: I® 0 17' 00 66 5 V�� I� Tax Map No.: aistrict ton I! Block Lot Iv U Name.of Current Applicant: Zc.Po4zV 'L , Tel#: Mailing Address: Email Address-(� -.�� Name of Current Agent: 25A-FAV Tel#: (�,� ) - 7 t Mailing Address: SAJAea Email Address: DATE OF ORIGINAL APPROVAL: ®�� *If more than 6 years old and SCDHS site inspections have not been performed,a new application will be re uired SECI)[Ol 2:° FOR TRANSFERS WITH PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant/Agent: Tel#: I hereby transfer all rights and interest in the above referenced permit to the new applicant named above; Signature of Previous Applicant/Agent: Date: 5E TION 3 FOR TRANSFERS WITHOUT PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant's Architect/Engineer/Surveyor: Tel#: ( ) - 1 hereby authorize the above named current applicant to use the previous applicant's survey/site plan for this project prepared by me; for the purpose of transferring the above named reference number and its site design. Architect/Engineer/Surveyor's signature: Date: SETION.4:. I FOR ALL RENEWALS AND TRANSFERS Application is hereby made to [ ]TRANSFER, [ 1 RENEW(check applicable) a permit to construct in accordance with this application,surveys and plans submitted. I hereby certify that I have examined this complete application and the statements therein are true and correct,and that all work shall be done in accordance with all applicable Town,County,State and Federal Laws. "Any false statement made herein is punishable as a misdemeanor pursuant to 5210.45 of New York State Penal Law." Signa a of nt p 'c gen Date Print Name of Cu - nt Applicant/Agent Title DEPARTMENT USE ONLY Permit is Transferred/C env nti1 7 2� N er o B1111drooms Approved Signature of Department Representative Date / /2- L WWM-104(Rev. 02/12) CERTIFIED T0:OPH CONSTRUCTION S UR VFY OF RICHARD FLOOD LOT 12 MAP OF EASTWO0D ESTATES JOB NO.:2016-285 MAP NO.:3683 SITUA TE A T FILED:NOVEMBER 16, 19G2 REVISIONS: ,Q�� . PREP. FOR CUTCHOG UE � TOWN OF SOUTHOLD HEALTH PERMIT 1/18/17 �� w. 4/2 SUFFOLK COUNTY, NEW YORK REV. PLOT PLAN FOR BUILDING �'� PERMIT 10/5/17 S.C.T.M. DIST. 1000 SEC. 110 BLK. 3 LOT 21 t 0 10 0 20 40 60 80 100 120 140 160 180 SCALE: 1"=40' DATE:NOVEMBER 23, 2016 ��A '`�o, t�=3u3`���o@ OF N', SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES LICENSE NO. 050363 PCRMIT FCR APPROVAL OF CONST'RUC'TION FOR A SINGLE FAMILY RESiDiiwcg ONLY HANDS ON SURVEYING 26 SILVER BROOK DRIVE DATE, J 7�7eF° 7� 00 ( FLANDERS, NEW YORK W N E 11901 APPROVED TEL:(631)-369-8312-FAX.(631)-369-8313 MARTIN D. HAND L.S AOR MAlIIMpM.OP.� •� �r.;�..��Oi�?� COPIES OF THIS SURVEY MAP,EITHER PAPER OR ELECTRONIC,NOT BEARING EXPIRES THREE:YE40 FROM UAW OF APPROVAL THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE ""'"� " �'�"'"""" "'■""" / ONSIDERED TO BEA VALID COPY AND SHALL NOT BE USED FOR ANY PURPOSE. Ise R,vised PTSD ApMved 9/16 A r LOT AREA:20,250 SQ.FT. =0.465 ACRE 3 r x/7-0 ELEVATIONS SHOWN HEREON REFER TO NAVD 1988 Expires C I.D.H.S. ENDORSEMENTS AND ARE THE RESULTS OF ACTUAL FIELD MEASUREMENTS NO SURFACE WATER EVIDENT WITHIN 300' ALL PROPERTIES WITHIN 150'ARE IMPROVED AND TEST HOLE DATA SUFFOLK COUNTY DEPARTMENT OFHEALTH SERVICES SERVICED BYPUBLIC WATER UNLESS NOTED AS VACANT OFFICEOFWASTEWATERMANAGEMENT NO VISIBLE WELLS EVIDENT WITHIN 150 OF SUBJECT BOUNDARY a:33.0'+/- RAL ERNATEATGNLEANOUTDETAILB TOPSOIL STOPPER OR SLATEOROTHER SEE ENGINNERING PLAN FOR STORMWA TER MANAGEMENT CONTROL PLAN ENOPLUG S RABLECOVER (OL) -0.5' COARSE SAND SEMR PIPE (Sm -2.5' S•ELBOWS P E BROWN &E TO C RSE 45'ELBOW ��p SAD �� �N•°"� 4ZFpG N � (S -17.01M� TEST HOLE BO G BY ��P s PR F HANDS ON SUR V Y1NG p(1 p0 �� �,`l p 11/23/16 L �5� '7 / �� oo- J�� pR��V oJ\o PAF R as`oa D20� / s Toa oaE oy p P X51 �a 30 _ s� FN o3E �OS��R�C� SID oz- 32��; °oma 2 523��p5E R!p ss�P p JV Ay O 0 NC6• ��� � ��S �1� m�9 \�0\ O w�F �e' ZR�2 oTti f CT E �gov j'y ?Q5 v c`d YP /UID g P OP O d ��11 'TI U'• �i.•� �P°�p� off' / �P��' Lp '40 /�� o� Poe°SE /�� / \0P•�Ea �jy 9� OAG L / 0 0 �0 Oo �/ 1�°a06 1 �a �• LO�� °o�. S�' �p1 410 1-0 STRUCTURES RECORDED OR ACE 9 d ARENT)TOUARANTEED UNLESS ICA(LYENDENTA7 THE nuEOFSURVEr. •*;v(j� TNEOFFSETIR1112-1IONSISHOWN PROPERFROM iNESTRUCTSPE TD ilIE PROPERTYSE ND SEAEfREREFORE iJ AREPUROTINTEN E TO GUIDE THE ARE NOTINTENDEDT.RET41 NG V WALLS,POOLS, PA170,PtTNTING WALLS POOLR,NS OS,PLANTING m— L •Oo i AREAS.ADanONS TO BUIlaNGS J AAOAvr orHER coNsrRucrrR. UECTI RIlEO ALTERATION OR R I NAU la TMS SURVEYrsA VIOLAn SECnR 7]W R'iHE NEW KSTATE EnuranorluW DOPIER OF fMS SInKEDSEXORRINO THELWDS MORS INNS BE COSI EMBOSS SHA[L NOTBE CONSIDERED roe Auo nnEcOPr. TO OTHE SINa'CATEO HFAON SNALL RUN RLYTOTHE PERSO FORMCMTHESURVEY IS PREPARED ANDON rB EEHAlA TO THE ® CURRENT ZONING:R-40 PRECOMPANn GDYERNMENTPi AOETHE LENdNG INSnIUflal LISTED HEREON ANO BCH TO THEASSIGNEESRn1ELENorO INSTF DHEDK.S' ALLOWABLE LOT COVERAGE:4,050 SQ.FT. =20% OnADO'CNALiAbnT�O SORsui E EMBIE PROPOSED LOT COVERAGE:3,821 SQ.FT. = 18.9% s SITE DRAINAGE: OR# AREA VOLUME(Required) DRAINAGE STRUCTURES VOLUME(Provided) RECEVED A B NORTH/CENTER 2392 of x.166' Rain = 391 of (2) 8' Dia.x 5' Deep a/ 422.5 of HOUSE t PORCHES Trafhe Bearing Top C . 1/2 SOUTH HOUSE All of x AV Rain = 112 cf 214 Cf (U 8' Dia.x 6' Deep o/ 253.5 of JUF I PARTIAL DRIVEWAY 912 sf x.166' Rain = 102 cr Traffic Beanng Top 28 20,"D D 1/2 SOUTH HOUSE 411 at x.166' Rain = 112 cf 321 cr (1)8' Dia.x 8' Deep a/ 338 of I PARTIAL DRIVEWAY 1296 at x V Rain = 215 c .If Traffic Beanng Top SUFF. r(, House.Garage and Porch Roofs to have Gutters t Leaders _28 �Q �a OFFICE O �4 ,,�.• w �1 Connected to Underground Drainage Structures(Tgp.) \� • ST'LW;%TO,MoGT. 81 Ring:42.25 cf/Ft or Height I / lK� % X0011 °, Qat\\�oa ® Q ow to VQ ��\y ytit� S(t Fence • �J�\g\�tyt t!1 Z O ISL 01 C U 1 30 EXISTING - .......��\. . w t" CONCRETE ___ i TEST HOLE D,4T>q COVER OR , ®� !'f' a 0131 `����� a`, 2 „t\\1 � TRAFFIC C.I. GRATE AZ ^_' 'S�' `�............. c in c\`e� O O Z V . ...... _ \y tt TEST HOLE BORING BY BEARING �° i! K•y F°� �Q W 1aa Z HANDS ON SURVEYING SLAB PRECAST �;- C� �troteJbbt 0 {� 11/23/16 CONCRETE �! ` n 0 1 p6 CHIMNEY 32 i C O \� 1116 EL 33.0' (t) 6•rp l0'Separation. z v ® dK •P.......:..... �, O' DRAINAGE g :o a� w t lig TOPSOIL (OL) PIPE Utiht Leac Dr olll\�� ` .p... 0.5' \ Pole #3 \ gc�� ! 7 ...... ..... o •• Gip �x9. COARSE SAND (SW) I \ O" Meter �� �t Clean N,� 3s, �` Y �_ W 2.5' i TYPICAL OWI X41 Frome 3�c1 34 \\ RK j KING NAGE >1 \\ '�' �'• HOL`Tank '� fl!! `` 'o Ate y+-__----r- ..... � `, -- '_ ® �\�Q PALE BROWN \'\ fit'• ;Exp; , \` �f �'� (� 1`` r�to9t Jb\tG ��1 10 U) FINE TO COARSE I I \ �••.••. Lpl F ...... Q ® cn > 8�Y SAND (SP) I 1 g_O•� I_ I \ `�� O Wag y E; c /^" ' °1I W W rt I IL 2' CLEAN SAND t 10'Se area �' � /� t *OC) ----- I IL ----- GRAVEL FILL- I �� • �:r ......a........r................... 36 6i► y'r 6 -------__-- i8d De Dr TYPICAL SECTION s DRAINAGE RING 01- '+ 5tP0 .G� t \\.:'` 2, 1,� tor a°°g :........................................................................................... 0� i:' , 'L o�09 Bg C,Y.[net 3 - r C� :'' 38_ \\ ��. '4 ( �O I' MIN. a 2' MAX. i FREDERICK WEBER, ARCHITECT CONCRETE 6. % \ "D - _ `� ,�`' NYS LICENSE NO. 15568 4.0 APPROVED CHIMNEY DEPTH TRAFFIC c y \ ��*% '�- t � / PIPE. I/4° PER FT. LOCKING CAST BLARING' v�� \• \`�o ` /` 41 EAST MAPLE ROAD MIN. PITCH EL +34' -IRON. GRADE 9 O/\ \ r 2' �•< Q� o/• GREE 54-55 NY 11-1-40 EL +33' � \J �:?`• 1 C.I.Isle s� :Y+' ,/ \\�00 (631) 154-5555 CLEANS 4'� APPROVED B �`' t`` / Qtt fweberarchltect9gahoo.com OUT CONCRETE \ r 1; e/• % v PIPE, ITC PER FT. COVER �ib� i r Bbc t`' o/ F�� iy O MIN. PITCH r/ \t \tG INVERT INVERT \ 'p 36r Cum 36 • tt•0, Jb \'1 r �O' at HOUSE EL +31' `v `v LIQUI I Q EL +32' DEPT INVERT I INVERT i \\ �� FLOW EL +30.5' EL +30.2 NEW f+ i \ coo �' 38 BAFFLE SEP IC ' 150 GA ) i POOLS 1 4 2 lU.. '\l (300 S.F.) IC LO LAR I \ \. . Uhty / i I \ \ PUde tt2 PROPERTY OWNER: \. qP DONNA BELVEDERE i , G PROPOSED SANITARY SYSTEM ' 3 (MIN.) TO HIGH I \'� \"r'xtension or SITUATE: CUTCHOGUE I SEASONAL GROUNDWATER I tial Main TOWN OF SOUTHOLD NEW SANITARY SYSTEM FOR 4 BEDROOM HOUSE L------------------------- \ (� SUFFOLK COUNTY. NEW YORK NEW 1250 GAL. SEPTIC TANK 3= SURVEY INFORMATION: NEW 300 S.F. SIDEWALL AREA OF LEACHING POOLS 1 t 2HANDS ON SURVEYING (2 POOLS, 8' m x L' DEEP) ® � DVE G FLANDERS. NY _ � � �� J SURVEYED: NOVEMBER 23, 2016 MEET ALL S.C. DEPT. OF HEALTH SERVICES REGULATIONS. ELEVATIONS REFERENCED TO NAVD 1988 LOT NUMBERS SHOWN ARE FROM MAP ENITLED AUG - 2020 NORTH FE ED IN ODE SUFFOLK COUNTY CLERKS OFFICE 5I T E PLAN ON NOVEMBER 14. 1962 AS MAP No.3683. 1" = 30'-0" SCTM# 1000-110-03-21 BU-,)MG I Pr�T. LOT AREA: 20.250 S.F. (0.465 ACRES) S UR VEY OF CERTIFIED T0:DONNA A.BELVEDERE PRO NATIONAL TITLE AGENCY TITLE URCES GUARANTY L 0 T 12 VALLEYNA�ONAL BANK, WAYNE, NJPANY MAP OF EASTWOOD ESTATES JOB NO.:2016-285 SITUA TE A T MAP NO.:3683 FILED:NOVEMBER 16, 1962 pF NE REVISIONS: C UTCHOG UE UPDATE&RECERTIFY 5115/2020 �') W. TOWN OF SOUTHOLD LOC. FOUNDATION 10126/2020 SUFFOLK COUNTY, NEW YORK > S.C.T.M.DIST. 1000 SEC. 110 BLK. 3 LOT 21 20 10 0 20 40 60 80 100 120 140 160 180 �� 050538 SCALE: 1"=40' DATE:NOVEMBER 23, 2016 Fti`sF�LAND LOTAREA:20,250 SQ.FT. =0.465 ACRE ELEVATIONS SHOWN HEREON REFER TO NA VD 1988 AND ARE THE RESULTS OF ACTUAL FIELD MEASUREMENTS JEFFREY W,HADERER L.S. NYS LIC.NO.:050538 7 LAY WINFOM �-,�-���V ND SURVEYING R { D SUCCESSOR TO HANDS ONSURVMNG,MARTIND,NAND LS,\5 188 W.MONTAUKHIGHWAY, UNIT E3 H4WTONBAYS,NEW YORK 11946 (V)631-369-8312-(F)631-369-8313 NOV - 4 2020 email.,Wnforkslandsurvey@yahoo.com COPIES OF THIS SURVEY MAP,EITHER PAPER OR ELECTRONIC,NOT BEARING THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE BUILD pNIG DIEPT- CONSIDERED TO BEA VALID COPYAND SHALL NOT BE USED FOR ANY PURPOSE. DIGITAL RELEASE �OF SRL L aE 0 R �� Fa•° pR�GGP� - 'vo NIP 0� � 01 0�2�� ee�a cJ�Oryti� � s���• °3E C1oS����� � \1 5 '0 ��F�i s4tD PG O�' N O� aN OG \ \y , ' SGP •d'- � AGE CrPSG�\� �Q tp '• OCG L 0 s D� o � �0 4 \'• � o� Sc,1 �011'sJ�� c �\O ENSENENTAND 0 SMUCTURESRECORDEOOR UNE POEONOTGUARNEEO UNLESSPHYSICALLYEVDENIAi THE w TINE OFSURN7. THEOFF FRO TDINENSIONSISHOWN 0 XEREQNFROA/TifESTRUCTU, f071@ PAOMFYLINFSAREFORASPE0FIC ^.A /A\ PURPOSE TMENDSE TO GUICE THE V AAE ERECTIONOF FENCES. S.GUIDEiNE WALLS, OOF,PATIO.RELATING WALLS,POOLS,PATIOS,PL4Ni1N0 ARE43,ADMITONS TOEURLYNGS UNAUTHORIZED CONSTRUCTION. J^ UNAU7 SURVD ISA WOTLA OA ON TO 77O N720gol TH NEW SECTION 77090E TXENh'N STATE EoucanoNww. CONESOF THIS VEY"MNO7EEPRINo iHELM'DS YORS INNID SEAL OR ENNOSS SHALLNO7NE CONSIDERED TON Al10 TITIECOPY. RYM MENSINON'M XERONNHAL SURVEY OMYTO TXE FEFSON(S7fOR wHO.V IN,SURVEY V 1000,ISPREPAREDAND ONHIS EEXAw TO TT@ TITLE COMPANY,GOVERNAIENTALAGENCYAND LENaNG INSRTUIION LISTED HEREON,AND TONG INS7T 70 AS R77FIC TIO ME SARENO'TTRANSF lOA CERPFICATIONSARENOTTNEQl-lNT TOAERS. AL INSDTUnONS ORSUB5E0UEN7 OLVNERS. PERM / T LOT 12 MAP OF EASTWOOD ESTATES \too + �• �a�ti0 l \vt *-o vO�p��� $� DONNA BELVEDERE 1 O _ 405 EASTWOOD DRIVE HO DDRYNI.I 0��\r�\ TOWN, OF SOUTHOLDE SUFFOLK COUNTY, NEW YORK O• ¢' M' �J� SCTM# 1000-110-03-21 O �•-E." r v \�? LOT AREA: 20.250 S.F. COALS ACRES) 61• A�i! r \ � _ *OF LOT NUMBERS SHOWN ARE FROM MAP ENITLED "EASTWOOD ESTATES' NAR FILED IN THE SUFFOLK COUNTY CLERKS OFFICE /E SEPTIC TANK 0 Je ON NOVEMBER IL, 19L2 AS MAP No.3L83. \ Utdrtg �i 11150 Gel 'CO 'O 9 \ Pde�. •'flef�r `y .0 ��y,o :�, �\,\'��� SURVEY INFORMATION: Fnae LPI , ; . .1 i �� �0 TWIN FORKS LAND SURVEYING (8'4xG') HAMPTON BAYS. NY UPDATE t RECERTIFY 5/15/2020 FOUNDATION LOCATION 10/2L/2020 : \ e�• ; ELEVATIONS REFERENCED TO NAVD 1988 ,1 row RYWELL � S =j ® \ LP211 6L Cn � Q ` z... LOTSERVICE 9. SYSTEM LOCATION Y OTHERS oo p ® I \ d �O 4 I DRTakLI .A' '13- SEPTIC �j ; Q�\\ $` BLUE9TOHO �` SEPTIC TANK IS' IB' �9 I —>< � BUIE WAIKo LP 1 31'-6' 30'-L' C7 �� ;�, MGM "A5 BuiLT" �� m � ami e ,, SITE F�L>�� NORTH Co1711 o ® ; ® L� �` .J , oo ; Q*0 1" = 30'-0" � mFr 0;0 ol0 on \•\ \ ,u,,mg j ¢ FREDERICK WEBER. AFCk 1,l`ECT 'S \ Pde 92 Cj 41 EAST MAPLE ROAD \ GREENLAWN, NY II'140 \ 4p 61 (/ 631 154-5555 �_�..""%`✓f \E an of fweberarchitects ahoo.com13 z DECEMBER 6,y2021 ® EC E V C • ,� /1 JAN 2' 0 2022 BUILDING DEPT. ( ,� `� TOWN OF SOUTHOLD .t 4 1 t, Generated by REScheck-Web Software Compliance Certificate Project 605 Eastwood Drive Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,247 ft2 Glazing Area 24% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 605 Eastwood Drive Donna Belvedere Fred Weber Cutchogue, NY 11935 149 Biltmore Blvd 41 East Maple Road Massapequa, NY 11758 Greenlawn, NY 11740 516-554-7872 fweberarchitect@yahoo.com dinnabelvedere@gmail.com Compliance-. e e Compliance: 7.7%Better Than Code Maximum UA: 518 Your UA: 478 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 R-Value R-Value U-Factor UA Perimeter Ceiling: Cathedral Ceiling (no attic) 2,342 39.0 0.0 0.027 63 Wall:Wood Frame, 16"o.c. 2,059 25.0 0.0 0.053 80 Door 1: Glass Door(over 50%glazing) 168 0.300 50 SHGC: 0.30 Window:Vinyl Frame 381 0.300 114 SHGC: 0.30 Garage Partiton:Wood Frame, 16"D.C. 344 25.0 0.0 0.053 17 Door:Solid Door(under 50%glazing) 21 0.350 7 Basement: Solid Concrete or Masonry 2,592 0.0 12.0 0.052 133 Wall height: 9.0' Depth below grade: 8.0` Insulation depth: 9.0' Door: Solid Door(under 50%glazing) 21 0.350 7 Window:Vinyl Frame 22 0.300 7 SHGC: 0.30 Project Title: 605 Eastwood Drive Report date: 06/22/20 Data filename: Page 1 of 10 Compliance Statement. The proposed building design described here is consistent with t e building plans,specifications, and other calculations submitted with the permit application.The proposed building has been desi ned to meet the 2018 IECC requirements in REScheck Version : REScheck �-Web and to comply with the mandato reglticeaa t 'lis d in the REScheck Inspection Chec list. MPWI-n A VJ1O — RF Name-Title Signature Date Project Title: 605 Eastwood Drive Report date: 06/22/20 Data filename: Page 2 of 10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions &Req.ID 103.1, lConstruction drawings and ❑Complies 103.2documentation demonstrate ❑Does Not [PR111 energy code compliance for the `building envelope.Thermal []Not Observable ; envelope represented on ❑Not Applicable jconstruction documents. 103.1, Construction drawings and ❑Complies ; 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3]1 {lighting and mechanical systems. ❑Not Observable ; Q) Systems serving multiple ❑Not Applicable ; dwelling units must demonstrate compliance with the IECC ; Commercial Provisions. ; 302.1, ;Heating and cooling equipment is; Heating: Heating: ;❑Complies ; 403.7 !sized per ACCA Manual S based I Btu/hr Btu/hr :❑Does Not [PR2]2on loads calculated per ACCA Manual J or other methods Btu/hrg Btu/hrg ❑Not Observable ; approved by the code official. ; ;❑Not Applicable ! i i Additional Comments/Assumptions: 111 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: 605 Eastwood Drive Report date: 06/22/20 Data filename: Page 3 of 10 Section PlansVerified Field Verified # Foundation inspection Value Value 'Complies? Comments/Assumptions &Req.ID 402.1.1 I Conditioned basement wall ; R- ; R- ;❑Complies ;Seethe Envelope Assemblies [FO4]1 iinsulatiRlWhere interior! ; ; ;table for values. , on -value. ere RR- i ❑Does Not nsulation is used,verification - U may need to occur during I ;❑Not Observable !Insulation Inspection. Not ; ; ;❑Not Applicable required in warm-humid locations; in Climate Zone 3. 303.2 !Conditioned basement wall ❑Complies [FO5]1 !insulation installed per ❑Does Not manufacturer's instructions. ❑Not Observable ❑Not Applicable 402.2.9 Conditioned basement wall ', ft ft ;❑Complies ;see the Envelope Assemblies [FO6]1 insulation depth of burial or :F—]Does Not Mable for values. J distance from top of wall. ❑Not Observable ❑Not Applicable 303.2.1 A protective covering is installed ❑Complies [FO11]2 to protect exposed exterior - ❑Does Not insulation and extends a minimum of 6 in. below grade. ❑Not Observable ❑Not Applicable ; 403.9 Snow-and ice-melting system ❑Complies [FO12]2 controls installed. ? ❑Does Not V 1 []Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 605 Eastwood Drive Report date: 06/22/20 Data filename: Page 4 of 10 Section Plans Verified Field•Verifiedl # Framing/Rough-In Inspection Value Value complies? Comments/Assumptions & Req.ID 402.1.1, ,DoorU-factor. U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 i ❑Does Not ;table for values. [FR1] i I ! ! :[--]Not Observable ! ❑Not Applicable 402.1.1, !Glazing U-factor(area-weighted U- ; U- !❑Complies ;See the Envelope Assemblies 402.3.1, 1 average)'. UDoes Not table for values. 402.3.3, i 402.5 ' ! ;❑Not Observable ; [FR2]1 ![]Not Applicable (7 ! ! ! 303.1.3 U-factors of fenestration products ❑Complies { [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or taken from the default table. ❑Not Observable ❑Not Applicable ; 402.4.1.1 Air barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's ❑Does Not J instructions, ; ❑Not Observable , ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies ; [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ,or has infiltration rates per NFRC ; ❑Not Observable E400 that do not exceed code ❑Not Applicable E ; limits. 402.4.5 1IC-rated recessed lighting fixtures ❑Complies ; [FR16]2 sealed at housing/interior finish ❑Does Not sand labeled to indicate:52.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable ; 403.3.1 ;Supply and return ducts in attics ❑Complies [FR12]1 :insulated >= R-8 where duct is ❑Does Not !>=3 inches in diameter and >_ 11-6 where< 3 inches.Supply and ❑Not Observable ! return ducts in other portions of ❑Not Applicable Ithe 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 ❑Complies ; [FR13]1 boxes are sealed with ❑Does Not I !joints/seams compliant with00 I !International Mechanical Code or ( ❑Not Observable !International Residential Code,as ❑Not Applicable ; applicable. 403.3.5 ;Building cavities are not used as ❑Complies ! [FR15]3 :ducts or plenums. ❑Does Not I : U ! ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 605 Eastwood Drive Report date: 06/22/20 Data filename: Page 5 of 10 Section plans Verified Field Verified # Framing L Rough-In Inspection Complies? Comments/Assumptions &iReq.ID Value Value' 403.3.7 (Ducts declared to be within the ❑Complies {FR28]3 Econditioned space are either 1) I []Does Not completely within the continuous air barrier and within the building ❑Not Observable ;thermal envelope,2) buried ❑Not Applicable ; ;within ceiling insulation in accordance with Section I R403.3.6 and the air handler is I located completely within the E continuous air barrier and within ; ;the building thermal envelope land the duct leakage is<= 1.5 !conditioned /100 square feet of conditioned floor area served by '(the duct system, or 3)the ceiling ; Iinsulation R-value installed `against and above the insulated k I duct>=to the proposed ceiling ;insulation R-value, less the R- ; value of the insulation on the [ 403.4• HVAC piping conveying fluids ; R- R- ;❑Complies [FR17]2 above 105°F or chilled fluids ; ❑Does Not below 55°F are insulated to>_R- T- -]Not Observable ; 3. ❑Not Applicable 403.4.1 Protection of insulation on HVAC ❑Complies [FR24]1 piping. ❑Does Not U ❑Not Observable f ❑Not Applicable 403.5.3 t Hot water pipes are insulated to R- R- ;❑Complies [FR,18]2° 2:11-3. T❑Does Not i ❑Not Observable ❑Not Applicable 403.6 Automatic or gravity dampers are ;, ❑Complies ; [FR19]2 ;installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable I ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) •3 1 Low Impact(Tier 3) Project Title: 605 Eastwood Drive Report date: 06/22/20 Data filename: Page 6 of 10 Section Plans Verified -Field Verified # Insulation,Inspection Value Value Complies? Comments/Assumptions' & Req.ID 303.1 Al installed insulation is labeled ❑Complies ; [IN13]2 or the installed R-values ❑Does Not !provided. I ❑Not Observable ❑Not Applicable 402.1.1, ,Wall insulation R-value.If this is a: R- ; R- !❑Complies ;see the Envelope Assemblies 402.2.5, !mass wall with at least 1/2 of the I❑ Wood I❑ Wood ❑Does Not ;table for values. 402.2:6 !wall insulation on the wall !❑ Mass !❑ Mass !❑Not Observable E][IN3]1 exterior,the exterior insulation Steel !❑ Steel !❑Not Applicable �requirement applies(FR10). I ! I I 1 1 I I I 1 1 1 303.2 Wall insulation is installed per z ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not j []Not Observable E ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 605 Eastwood Drive Report date: 06/22/20 Data filename: Page 7 of 10 section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope assemblies 402.2.1, ;F-1Wood ;EJWood ;❑Does Not table for values. 402.2.2, E] Steel ❑ Steel ;❑Not Observable ; 402.2.6 , [Fill' ; ; ;❑Not Applicable ; 303.1.1.1, ;Ceiling insulation installed per ❑Complies ; 303.2 manufacturer's instructions. ❑Does Not [F12]1 !Blown insulation marked every 300 ft2. ❑Not Observable ❑Not Applicable ; 402.2.3 !Vented attics with air permeable ❑Complies ; [FI22]2 insulation include baffle adjacent ❑Does Not Ito soffit and eave vents that I extends over insulation. []Not Observable ; ❑Not Applicable 402.2.4 'Attic access hatch and door R- ; R- ;❑Complies ; [F13]1 i insulation >_R-value of the ;❑Does Not `adjacent assembly. fE ;❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ; ACH 50 = ACH 50 = ;❑Complies ; [FI17]1 ach in Climate Zones 1-2, and ;❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable ; :,[]Not Applicable 403.3.3 :Ducts are pressure tested to ; cfm/100 ; cfm/100 ;❑Complies [F[27]1 !determine air leakage with ft2 ft2 :❑Does Not ;either: Rough-in test:Total ;leakage measured with a ❑Not Observable :pressure differential of 0.1 inch ; ;❑Not Applicable mg.across the system including ;the manufacturer's air handler ; :enclosure if installed at time of !test. Postconstruction test:Total :leakage measured with a pressure differential of 0.1 inch iw.g.across the entire system ;including the manufacturer's air handler enclosure. 403.3.4 ;,Duct tightness test result of<=4 cfm/100 i cfm/100 ;❑Complies [FI4]1cfm/100 ft2 across the system or ftz ft2 ;❑Does Not <=3 cfm/100 ft2 without air ;handler @ 25 Pa. For rough-in UNot Observable ,tests,verification may need to ; ;❑Not Applicable ; :occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated ❑Complies ; [FI24]1 by manufacturer at<=2%of ❑Does Not ;design airflow. ❑Not Observable ❑Not Applicable 403.1.1 ,Programmable thermostats ❑Complies ; [Flg]z !installed for control of primary ❑Does Not ;heating and cooling systems and ; ; initially set by manufacturer to ❑Not Observable code specifications. 4 ❑Not Applicable ; 403.1.2 ;Heat pump thermostat installed ❑Complies ; [FI10]2 on heat pumps. [ ❑Does Not !0. []Not Observable I❑Not Applicable 403.5.1 Circulating service hot water ❑Complies ; [Fl ,systems have automatic or ❑Does Not accessible manual controls. 4 ; ❑Not Observable ; j ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 605 Eastwood Drive Report date: 06/22/20 Data filename: Page 8 of 10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403,6.1 ;All mechanical ventilation system P; ❑Complies ; [FI25]2 )fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy ❑Not Observable and air flow limits per Table ; R403.6.1. ; ❑Not Applicable 403:2 . !Hot water boilers supplying heat ❑Complies ; [FI26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback ❑Not Observable ; control to lower boiler water )temperature based on outdoor ❑Not Applicable ; temperature. 403.5.1.1 i Heated water circulation systems ❑Complies ; [FI28]2 have a circulation pump.The a []Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable ; pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are ; not present. Controls for ; circulating hot water system ; I pumps start the pump with signal for hot water demand within the occupancy. Controls ; automatically turn off the pump 1 E when water is in circulation loop 1 I I is at set-point temperature and I no demand for hot water exists. ; 403.5.1.2 Electric heat trace systems ❑Complies [FI29]2 comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ; ❑Not Applicable ; desired water temperature in the piping. ; 403.5.2 (Demand recirculation water []Complies [Fl30]2 :systems have controls that ❑Does Not !manage operation of the pump and limit the temperature of the ❑Not Observable !water entering the cold water ] ❑Not Applicable I piping to<= 1049F. ; 403.5.4 )Drain water heat recovery units ❑Complies [FI31]2 tested in accordance with CSA ❑Does Not 655.1. Potable water-side !pressure loss of drain water heat ❑Not Observable , !recovery units< 3 psi for ; ❑Not Applicable individual units connected to one " :or two showers.Potable water- ; :side pressure loss of drain water ;heat recovery units<2 psi for ;individual units connected to I (three or more showers. ; 404.1 :90%or more of permanent ❑Complies ; [FI6]1 :fixtures have high efficacy lamps. { ❑Does Not � 1 []Not Observable ; { ❑Not Applicable 404.1..1 (Fuel gas lighting systems have J❑Complies ; [FI23]3 !no continuous pilot light. ❑Does Not []Not Observable ❑Not Applicable 401.3 !Compliance certificate posted. ❑Complies ; [F17]2 i []Does Not ; ❑Not Observable 1 I ❑Not Applicable ; 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 605 Eastwood Drive Report date: 06/22/20 Data filename: Page 9 of 10 section Plans Verified Field Verified # Final Inspection Provisions Value Value -Complies?. Comments/Assumptions & Req.ID 303.3 'Manufacturer manuals for k ❑Complies [FI18]3 Emechanical and water heating ❑Does Not ,systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) '3 1 Low Impact(Tier 3) Project Title: 605 Eastwood Drive Report date: 06/22/20 Data filename: Page 10 of 10 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 25.00 Below-Grade Wall 12.00 Floor 0.00 Ceiling / Roof 39.00 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.30 0.30 Door 0.30 0.30 Heating . Cooling Equipment Heating System: Cooling System: Water Heater: Name: Date: Comments PPLUMB Li ij 0,�7 - �'FiCATION ALL PLUMB,tIGINV!Gi,S TE (—)NLEAD CONTENT BEFORE &`%'AT E R LF, -S'"E'wl D TESTING EEFOT,;E COVER!"K, RT' 71C�l TE OF OCCUPANCY DER USED IN V�!TER L"SYSTEMCA Y UMN'07 E X0 E[:'L'! L/10 OF 1% L CA D. FREDERICK FILTER CLOTH AGAINST STORM WATER POLLUTION PREVENTION SITE DRAINAGE: WOVEN WIRE FENCE W/ Blower door ROBERT 2"x2"x36" STAKES, 12' CC CONSTRUCTION PHASING: WEBER f-DRIVEN IL" MIN. INTO I- INSTALL SILT FENCE. and ductwork DRU AREA VOLUME (Required) DRAINAGE STRUCTURES VOLUME (Provided) GRADE, EMBED FILTER CLOTH 4" INTO GROUND 2- EXCAVATE I CONSTRUCT NEW FOUNDATION FOR RESIDENCE, PORCHES, ET4Csting required. A, B NORTH/CENTER 2392 sf x .146' Rain 391 cf (2) 8' Dia. x 5' Deep wl -422.5 cf TRAFFIC 3- INSTALL DRAINAGE STRUCTURES AND SANITARY SYSTEM ARCHITECT HOUSE ( PORCHES Traffic Bearing Top ASPHALT 4- FRAME NEW RESIDENCE AND COMPLETE ROOFING AND SIDING. Top CoatBEARING C 1/2 SOUTH HOUSE 611 sf X .164' Rain = 112 cf 214 cf (1) 8' Dia. x C Deep w/ 253.6 cf Base GRATE 6- PROVIDE GUTTERS/LEADERS AND CONNNECT TO DRAINAGE STRUCTURES. Must Provide Manual, I PARTIAL CRIVEWAY 612 sf x .194' Ram = 102 cf Traffic Bearing Top FLOW PIPE TRENCH INSPECT SILT FENCE WEEKLY D 1/2 SOUTH HOUSE 01 sf x JLL' Rain = 112 cf 321 cf (1) 8' Dia. x 8' Deep uil 338 Cr N Nr DRAIN TO D, J and S as per 1296 5f x .144' Rain = 215 cf Traffic Bearing Top r—�a __% DRAINAGE RING BUILDABLE SITE AREA: 20,250 SF, LAND DISTURBANCE: 18,000 SF PARTIAL CRIVEWAY SLOPE z NYS Energy Code ode DO NOT PROCEED WITH BLEND EXISTING CONDITIONS: SITE IS MOSTLY WOODED AND 15 TO BE CLEARED IN AREA FRAMING UNTIL SURVEY House, Garage and Porch Roofs to have Gutters I Leaders OF CONSTRUCTION, DRIVEWAY, SANITARY SYSTEM ( REGRADED AREAS. SITE PITCHES TOWARD )F FOUNDATION LOCATION Connected to Underground Drainage Structures (T9p.) NORTH CORNER. CLEAN FILL WILL BE BROUGHT IN FOR SANITARY SYSTEM AS REQUIRED, HAS BEEN APPROVED. 8'� Ring: 42.25 cf/Ft of Heicht CROSS SECTION CROSS SECTION BUT EXPECT EXCESS FILL FROM BASEMENT EXCAVATION WILL BE PARTIALLY USED SILT FENCE DETAIL TRENCH DRAIN DRIVEWAY FOR REGRADING AND PARTIALLY REMOVED FROM SITE. CONSTRUCTION ENTRAN�_F_ AND STAGING AREA WILL BE PROPOSED DRIVEWAY AREA. REMOVE TOPSOIL IN APPA OF HOUSE ( PORCH FOUNDATIONS, SANITARY SYSTEM, CONCRETE t DRAINAGE RINGS. STjCN'PILE AND RE-SPREAD ON SITE. COVER OR C.I. GRATE TRAFFIC: BEARING 71 jOf ZpSo9� i w PRECAST uki SLAB CONCRETE �-fS CHIMNEY L R,!`!F Uy L Fr:l-. 10 Uil" 75, PAL, (2) 7' 71 r%A T C DRAINAGE PIPE C.I. GRATE JT CE -171 "'I UE= r�:.i ` ? !Ci ( F—) PRECAST r !n CONCRETE ouujrj W= BOX W1 TYPICAL LL1 I TRAFFIC E Fy I DRAINAGE in < 1 BEARING SLAB RING > 1 USS pLACAFIDING REQUIRED 4. L"O DRAINAGE L Ji .; L I PIPE (TO DRYWELL) PROPERTY OWNER: RETAINI STORM%%iIAT'_R RUNOFF r I DONNA BELVEDERE [11 I PURSUANT TO CHAPTER 236 TYPICAL C.I. DRIVEWAY INLET 2' CLEAN SAND t f24 SITUATE: CUTCHOGUE OF THE TO�'% CODE. Y(y L----- GRAVEL-FILL---------j 28 TOWN OF SOUTHOLD SUFFOLK COUNTY. NEW YORK TYPICAL SECTION DRAINAGE RING SURVEY INFORMATION: -P 0.- , HANDS ON SURVEYING ES OF FLANDERS, NY COMPLY WITH ALL COD SURVEYED: NOVEMBER 23, 2016 N- YORK STATE & TOWN CODES ELEVATIONS REFERENCED TO NAVID 1988 r-W OF % 0 AS REQUIRED APiD 0. LOT NUMBERS SHOWN ARE FROM MAP ENITLED Sovn TOIAN B Silt fence "EASTWOOD ESTATES" OLD PLANNINGBOARD MD FILED IN THE SUFFOLK COUNTY CLERKS OFFICE EXISTING ON NOVEMBER 16, 1962 AS MAP No.3(.83. so ToN"N, TRUSTEES 0, DEC SCTM# 1000-110-03--':1! TEST HOLE DATA 30 ..."N LOT AREA: 20,250 kC)ALE; ACRES) TEST HOLE BORING BY ............ ... .... HANDS ON SURVEYING C5, 11/23/16 0 ZONING: R-40 2' 0 NON-CONFORMING LOT: 20,000 SF TO 39,999 SF ........... DRAWING TITLE: EL 33.0' ......:::.•>::.. ......... \" \ . - ,. V, YARDS: (PRINCIPAL) ......................: V TOPSOIL (OL) FRONT 40' ............1: \. \ 0.51 '0 SIDE (ONE): 15' SITE PLAN 0 SIDE (BOTH).- aS' :2.S, COARSE SAND (SW) 32 . ................. Separation. REAR- 50' 10, Leaching/Dr gai -%.......... Utility .......:.* ....... HEIGHT (MAX.): a5', (2) '-";70RIES . . ..... ........... .::::: ....... ......... M . ...... LOT COVERAGE: 20/o (MAXIMUM) Pole 43 .,t, eter ..................... Frame ....... Limits of ......... ...... PALE BROWN ...... ... Clearing PROPOSED AREAS: FINE TO COARSE N., ...... ........ HOUSE: 228.4 SF SAND (SP) T& e 0, HO��Tank GARAGE: 648 SF V, ............... PORCHES: 149 SF Exp ' T :�Wl ` JOB: Njo ...... TOTAL AREA: 3101 SF .........;;::::..::::: ,:""r,:: :'`:::...:...:::. ------ ....... .. . ... .. . .... ... 18.287o . . . ....... LOT COVERAGE. .. ............... Walk y \'," '.. .,...-:. NEW RESIDENCE ...:. ...... ... .. . ............. ........... 0 1 crAhO ...... ......... ;?':;::::::`::::;:;;':.::::;;:s:::::. ...... BELVEDERE ..... ...... ... Stockp le t 1> ............ r ToPZ)(AI 0Co . 10' Se aratjpn' 36 11.0 Sanitar at rkti ....;;:'•.:...... ....... ... ..... .... )e 405 EASTWOOD DRIVE 0- ........... .....4......... CUTCHOGUE, NY ....................... ........... ..... ...... ........... ... ...................... .......... .... ..... Dee rguiell ............... ..... X2 ......... for reawag .............. Talk By TOWN OF SOUTHOLD LLk co • YARDS (ACCESSORY) 101 ....... ....... .. .. ✓ -A ......... ... . 5CTM# 1000- 110-03-21 .. ............. ......... ........... 8 (20,000- 39.999 SF, 18' HEIGHT) . . .. .. ...... ................... .... SIDE it REAR YARD: 10' (MINIMUM) 0 ARCHITECT: ' �A one Wash- Note: 8 EXISTING CONTOUR V Fla Trees '\":-))D ... , - , 1.11 1 .." A 0 ................. FREDERICK R. WEBER I' MIN. t 2' MAX. LOCK( CAST TRAFFIC 0 to Remain 8 REVISED CONTOUR 41 EAST MAPLE- ROAD CONCRETE BEARING GREENLAWN. NY 11140 Tx CHIMNEY DEPTH �TO IRON C VER SLAB EL +34' GRA E EL +33' C.I. Inlet 8 NEW CONTOUR Silt Fence \Z90;oe 52 NOYAC PATH ,4"4) APPROVED '\A WATER MILL, NY 11914 PIPE, 114" PER FT. 4"0 APPROVED Belgian Block COVER36r -5555 MIN. PITCH PIPE, 1/81' PER FT. CONCRETE Curbing TEL 1.31 "154 MIN. PITCH "0 INVERT INVER rc i ec ga oo.com EL +31' rLIQU d, at HOUSE ID 110 EL +32' FLOW ZV� EPTH INVERT N Construction IINVERT \N s, , .,G SEAL: BAFFLE-- P IC EL +30.5' NEW C4, Entrance Ot SE EL +30.2 0 SOI Staging LEACHING 0 T NK 0 11�% POOLS I t 2 C5 (1250 GAN.) (300 S.F.) Compacted 3/4' Stone 0 Blend 13' MIN. Utility ICOLLAR I , Pole 42 1 r I CD 3'-0" 1 3' (MIN.) TO HIGH Extension of SEASONAL GROUNDWATER �as Main PROPOSED SANITARY SYSTEM L----------------------------- NEW SANITARY SYSTEM FOR I BEDROOM HOUSE DRAWING SCHEDULE JULY 4. 2020 NEW 1250 GAL. SEPTIC TANK 0\� DESCRIPTION JUNE 2, 2020 NEW 300 S.F. SIDEWALL AREA OF LEACHING POOLS I 12 Al 517E PLAN REV.: MAY 12. 2020 (2 POOLS, 8' 0 x 6' DEEP) MEET ALL S.C. DEPT. OF HEALTH SERVICES REGULATIONS. A2 FOUNDATION PLAN DATE: MAR 24. 2020 A3 15T FLOOR PLAN SCALE : 10 - 20' SITE P LAN NORTH A4 2ND FLOOR PLAN (w/Electrical) JOB NO. w202OOI AS ELEVATIONS 201-0#f AL ELEVATIONS DRAWING NO. . Al SECTIONS A8 FINISH SCHEDULE/ TRIM A9 CODE DETAILS Al 51 2ND FLOOR/ IST CEILING FRAMING (IST FLOOR) 52 ROOF FRAMING (2ND FLOOR) EI ELECTRICAL IST FLOOR PLAN OF A9 00 CONDITIONS OLD ..qPL ,NTRUSTEES rr NOTES: I- DOUBLE ALL FLOOR JOISTS AND FRAMING UNDER FREDERICK PARALLEL PARTITIONS AND AROUND ALL OPENINGS. ROBERT 2- CONCRETE TO BE 3000 PSI AFTER 28 DAYS. WEBER 3- ALL WALLS SEPARATING GARAGE FROM HOUSE 3q,_0 23,_4„ 4,_8„ TO BE I-HOUR FIRE RATED (5/8" TYPE "X" GYP. BD.) New Foundation Walls: 4- ALL STEEL GIRDERS BEARING ON P.CONC. ARCHITECT 10" P. Conc. Found. Walls w/ FOUNDATION WALL TO' HAVE 4"x6"A/2" B.PL. (2) #5 Bars, Top t .Bot. t (UNLESS OTHERWISE NOTED) #4 Bars 32"oc Vert., on 20"x 10" Cont. P. Conc. Ftg. 5- ALL COLUMNS TO HAVE 6"x10"A/2" B.PL. 10'-2 I/2" 2'-II" 10'-2 I/2" (UNLESS OTHERWISE NOTED) I I/2" 2'-8" I I/2" 6- GARAGE SLAB TO HAVE 6"x6" 10/10 WWF REINF. PROVIDE 1/2" EXPANSION JOINT AT SLAB PERIMETER. -I- STEEL SHALL BE ASTM A-36 (EXCEPT A C i- -- -- ------------------------------ ------NT------� PIPE COL WHICH SHALL CONFORM TO o_ o o _ I ASTM A53 ROUND PIPE). STEEL WORK SHALL r --- ----------- --------------- ____1 I CONFORM TO THE LATEST RISC SPEC. Bsmt. Window I Dr t I - 8- ALL FOOTINGS TO BE A MINIMUM OF 3'-O" BELOW GRADE. I I I (In 2x8 Pressure ywelf 1 p Treated Frame) - I 8" O I 1 14" TJI :560, 16" O.C. I I I I i Stepso GradeI 1 r--, r--, ri I--, I I I I n t - ------rt - ------rt 1 I I IV = W: m P I Areawa to1--------I I--------i I ;° I 4 � I Base entr------------- -------- J L-------JL-------J L--- ------------------------J 1 I Outdoor Shower- 1 _ _ X � I 1 4x9Pressure Treated 2 -4 1 :........................00 .................................:.........:..:.............. .. .. .. .. .. .. .. .. .. .. .. ...... ......... .. ....................................... .. I I I I f-- W " ------------------------------.-.-. .. LL ------�- ---------------- 1 I + ------T - cv Posts on 8 = I r------- ---:- --- --- Sonotube Piers I I CO-' 1 2, 6" 8,! 38'-10" l0 1 21'18„ I 10 i-��_O„ - 8„ Areaway w/ Drain, Steps tob p 1 _ _ _ - _ _ - _ _ - - _ _ _ _ _ _ _ o Ladder t Hinged Grad W iv Grate Cover _ cv ;� --1- 1 9 4„ 1,_4„ 8,_O„ 1,_4„ `° 8,_0„ I,_4„ 9'-6" I 1 n n I L----- -- -- + I 1 r--------- -- _ — I I ---- L --- I � I 8„ �r-�,=6„-�i 8„ I 116,_1„ P. Conc. PPor Pier BASEMENT I I I I Ito I tr F-1I I I I r________ I Slab Above I I I I I I New 4 P. Conc. Slab w/ (Typ.) I I I I I I I J L_I_ J L_. �'' -- J 6 x6 10/10 WWF Reinf. r----------- I 1-- ............ UNEXCAVATED r--___i I Beam I I = I 1 / f I " I Pocket : as-Fired I 1 r----- -------- ----- ----- - I I I I New 4 P. Conc.=,,$�I b w/ P P urnace I I 1 I Egress Window GFI0 I I I I 6"x6" 10/10 WWF,R Inf. 1 I4 TJI :560, 16 ox. _ _ f'1 New Foundation Walls: I I I I I I Douiel Slab Pier Below 10" P. Conc. found. Walls w/ I I (In 2x8:Pressure = I i I I 1 „ rota Found. Slab „ 1 I I_ - l2) #5 Bars, Top, t Bot. t I I Treated: Frame) O I I I I I 17 -3 Walt ( =� Il -3 _I I I l-6 8 -4 8'-10" -_ _" 3'-4" 2 #4 Bars 32"oc Vert., on I 1 ; I L ___! I I I 4 I I I I I Ir:33 3 I/2" Steel W Ler I y l 20"x 10" Cont P. Conc. Ftg. I I I I L I ------ --T___-1__�----1_____--J __I-- --__ - Pie Column on H ate L--1--------1------- 1----- I p -------I 29"x2.4"x12"- �j OP. Conc. Ft .I_ _ __ w/ (3) #5 Bars-----------� ----------- -- --------rirt ------- ----rrlrt- ---------- ---------1- `f GFi. i I I I I I I GFir_ , Both Ways (TypJ01� P ; III Location I I I I W8x21 Girder 12x6 PI (Typ.) CO 1 -iI 1 __I L aLHS of PierLHS _ `_Above 11 00 DRAWING TITLE: 14" TJI 360, 6" o.c. I : I I I I -' Up J o Ist L I ;I V I I I L_III tJ Gas I 8e or I I I I I I I� q- J s ; Landing >?�bove II - ;n � Service I r-------- 1=OUND,4TION (Ma Use 560: for Consistent ) I I I I 1 1 1 I I (UI Ste Below I I I I Omy x I I I I I I I I I I +I p III '� i�1 Is Floor: `+_U a F = I P I I I I r-- - - I I I _I I -I -- III - - ----I I I P I I P I ----- -ry--- 1........ \ I I Z � I � II II 1 _ O ... 1 �X a F �, I I I I I T— ---- ------------ --_ 1 ---, - - -� - - - - - - - - _ v I I I I I i--- i----- --------------- - 1 1 Z' 8,_10„ I 1 I •\ 1 1 r i I I Metal I I d 1 i----- (13) Tread 0 9" �8f I ' I O j j X Brd 0 I I I I I I I Reinf. :...1.....;. ;I...........;...................... - - - 1 I I I A JOB: 1 ---- HSS 4"x4"x3/8" o :..... .I.I.....................................-aMidspan.... �.I.I..............0. .• I I I I 1 1 l Pier I : _ .......�,.I.. . ...........................:....... !.. ... ..1...........I..................... P : I : 1 n. ; .....Is............ .1.1.................................................................. ..............a.. ....................... 1................................................. ;. _+ J 36°x36"x16" �' II I1 �" I I I 1 BELVEDERE Ln I I : P.:Conc. Ftg. I I °� I I =� 'q I i i i `r I RESIDENCE I I '••••••••I �- ........ w/:(3) 45 Bars - I I BASEMENT I I 1 I 1 - a Both Ways Set 4" Above Bottom I I New"4 P. Conc. Slab w/ cy 11 I 1 I I I i i I BASEMENT - 6 xb 10/10 WWF Reinf. - I "' I I I LOS EASTWOOD DRIVE O x of::Footing g i i � i i I I CUTCHOGUE, NY B I = 1200 Amp New 4" P. Conc. lab w/ I Al �' I 1 Service 6"x6" 10/10 WWF einf. I a P : I P I I P I I I I : I I L ,_ „ ,_ SCTM� 1000-110-03-21 ............l.........1. ............... .................... x ........................... ...oj................. 16 6 1 I 10 : 8 O I ARCHITECT: I I � 14" TJI 340, 16' o.c. N x Beamr l l r l l I I - i9 I I I - I I I I j I Iad (May Use 560 for Consistency) 100 Pocket I n t I n 1 '31 0 `� 1 1 1 I I I I I ' l l I I 1 1 FREDERICK R. WEBER r-- -------------- -cii=1 ----- --� r� I -------=-- -------U L----_ UNEXCAVATED I I 'll EAST MAPLE ROAD I I , I I 1 W8x21 Girder w/: 2x6 PI (T ) I I I I :: : •I yP• I O I „ � I I I WN. NY 11'(40 I 1 O I......— — — Weter f - I New 5 P. Conc. Slab w/ 1 F•I 6"x6 /10 WWF Reinf. EENLA r-------------- -- ------ I Service r---- -------- -------------, 1 1 I 52 NOYAC PATH I 1 i 11 I 1 1 1: I I L----------------- 1 1 O 1 - 1 1 1 : 1 I I WATER MILL, NY 119'14 I ,� !Dowel Slab I I�. I ' 1 I I I Pitch to Overhead Doors I I I I ��• 1 P I ::Into Found. I 1 I 1 I 14'-10" �, Wall (Typ.) L-- ----------, „ ----------J : _ I " I " I I I TEL 431 '154-5555 I I 0" I 15'�IO" I O" I 12 t4 _ I tr 14 -10' 8 16 -2 5'-10" 18 I I �, fweberarchitecteyahoo.com I I New 4" P. Conc.:Slab w/ I `" I I I I I 6"x6" 10/10 WWF Reinf. UNEXCAVATED l� 1 1 I I I I I Bsmt. Window 1 L-------------- -- ------- ------ ---J I 1 SEAL: (In 2x8:Pressure I ................. .. ..................... . ........................................ ........ . _ .... .^. L-............ I = I 1 a,`' ___ _______________ _ __�__ _ ___ ________ I I ( EA I I L----- ---- GFI`fY ---- J r-------------0 --r ------- .. ' r-- -� r-------� r --i I - ---- ------ ---- -- ---------- ------------ r----- --J - - I I I Treated Frame) I I I I I I N 1 1 --------G ---------) 11 I :c 1 I I r--- T I / I L__J L_;-J L__J I I I V I I Steps to :Grade "' l 1/2" 2'-8" I I/2 I I Water I --------- --------------, I m M I T-3 1/2" 2'-II" Line to be co I E I 14 -6 Below L-------------- � $ A C Grade ----------------------- I I 5A'O A-1 To Sanitiry �' JULY L" 2020 System I I I REV.: MAY 12, 2020 JUNE 2. 2020 V42'-0" 23'-4" • DATE: MAR 25" 2020 82'-10" SCALE: 1/4" - 1'-O" JOB NO: x202001 DRAWING NO. FOUNDATION PLAN A2 r OF A9 II i 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. 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. 11 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D g 4 O.C. EXTERIOR EDGES AND 60 e 12 O.C. INTERMEDIATE. WINDOWSCHEDULE 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD II. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON' FREDERICK TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. OR APPROVED EQUAL. Unit Model # Area 4. ALL HEADERS 6'-0" 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-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, R•O• Opng Egres ROBERT ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4' WALL 11 3-2x8 IN C WALL OR AS SHOWN ON DRAWINGS. " GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS ® ADH3260 3'-2"x 6'-O" Yea WEBER 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 9 8'-0" O.C. SHALL PERIMETERS.RQHANDDNAT ALL LOAD O STORAGE, AND ERECTION OF AND BEARING TSCOMPONENTSATMINIMUM. SHALL SINGLE 1 3/4' LVLMANUFACTURERSMJRECOMMENDATIONS. REQUIRED AT FLOOR PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. 13. ALL MULTIPLE LVL PRODUCT5 W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS 8 24" O.C. © ADH3250 3'-2"x 5'-0" Yes 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. ARCHITECT 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 81• © ADH2850 2'-8"x 5'-0" No 11'-611 2'-6" 39'_6" 23'_41, 4'-8" OD ADH2838 2'-8"x V-8- No V-8 1/2" 3'-2" „ 3'-2" 6'-8 1/21, 2'-8" V-8" O ACW2440 2'-4"x 4'-0" Yes Black 2x6 Studs Hose B AC #I Alum. O ACW2428 2'-4'x 2'-8" No -- Rail (16"oc) i - Bib - - ----- -----r- -------�--Q----------�3'-O" OG AAN2020 21-0"x 2'-0" No A C I .. _ 5/8" 211 AA-1 ; (aAAN1818 I'-8"x I'-8" No Plywood plClosed Cell I 1 1I i S ra Foam I I O in Sheathingit nsulation oo © I I =M o, O AAN2818 2'-8'x I'-8" No W 3 1/2" F.G. Batts (Unlaced) _ 1 1 II 30" Model Numbers Refer to "Andersen" A-Series, PG50, - Low-E4 w/Argon Glass, Simulated Divided Light p o FRAMING CORNER II'-IO" II'-4" II'-4" - 6" 3'-0,' � �� a 'n I W 6x6 Post, StrapTop, 1 I II A.B. Botton, Encase i ASTER BEDROOM X11 " _ 3/4" = 1'-0" ' 1 SII 4 10 4 10 -0"_ A'e wa to M Bluestone Steps = in Ix10 "Versatex" -- in -- u 1- - -- ----------------------- �r [0 0011 � -------- I �rlck �eneei on - ----------------- Q,10 I� i gs ment L„ r, Bluestone 1 Foundation Wall Above Grade: DOOR O R Ps I - _ ------------------ -- ------------------ - --- ----------- ---- a� I- SII _ >n P' onc. p v I\ _ ! C 1= DULE W I - - ----- ------ -- -- ------------------ ------ -------------- ----- UI UII HangingN ars 1 ~ I Face Brick I I 1 " - Width t Height 11 12"AT x3" I� N Unit Model # g on Fireplace/ I I I 11 ecess _ Outdoor Shower 6- Chim y 2' bi' I 1 �^ ' " (2) :2'-8"x 6 8 (Door) " Enclosure ;Q _ I I II 28" I O Front Doors (Pair) _ 6 -I 51410- 1 cn Simpson = Bluestone Cap w/ _ <`+ j ................. n ......................... I - 2 "Andersen" FWG09100-4 9'-10'x 6'-II" Hinged Grate I_l RAR PO CH N I __--- ---_ ----- --7+ 1 OFrenchwood Gliding Patio Door (R.Q.) I v I BI etaogul (Ran om j I Sgl. Hang Obl. Hang Dbl. Hang I = H iPanenGlass-T p, IRPanel-Bot.ht ) 2'-8"x 6'-8" (Door) w � = ----Rectangular) 1/2" p 3 1 1 5'-5 1/211 1 1' 0 2'-0" I ..� i `0 I ' Dn IIR "Simpson", O (4 Pne Glass��p, ILPaneleft Bo Hand)) ' Hose - 15) Sh Ives I 42-6. x 6-8 (Door) tr a ,- r' Fireplace - I (r!� r-- --Bib - - - - - - `� 3 0 $„ __311 :--- _ --- —7J -- ---------q� ------- '=1� '~ -- - 8 -- -- - I 4,-4" 6" - 3 1 - W� Therma_Tru". Smooth Star 3'-0"x 6'-e' (Door) I 211 411 011 91 011 , W Bench _ 77 I' 53000E 3C I _ 'Ai�TR i p OFFICE �' 1 1 » 111 " I ' * Verify Operation I I 4 4 6 1 s 21-0" I r I r I I I - Loo 1o I 28°b- t�3 1 a I --------i i-------- 1ao I I =_ ALk p I B ilt in I Built in Desk ltr REAR HALL I I p I 1 _ P ' _Q_-' A ----' _ - ` I I I Drop H3 0 8 I Do n / r- ---- --- - -I---:---I-----:- ---I- - I------- i- o + --- i--; I --1 " » I I ( I 11 Ceil�ng » 11 `r Brick ------� i 1 Sink Ii DW L�-----_1 4 4 -2 II -10 4 5 -0� 4 - 6 o r I .9 = Dormer I I Dormer I I ' BEDRO M 2 6 , I l l o I Above I N I Above I Veneer _ I m ® STOOP of 1 iv i , 1 1 1 , i I I I I I I ($ ton ) DRAWING TITLE: in Dormer I I I Dn (2) 8° �I I I I I I I I I 11 I Above I 1 1 1 - 1Self- losing 01 MUDROOM Self- ! » » _ » I 1 I v I " I I 1 t 9 - ---- -i C- Bench I , / IST FLOOR losrn _ <`+ ` AUNDR I O 4 16 ���2 1 1 1 1 II 8 1 11 1 12':4 I t r U in l I W Hose I I F j i•" D Shoes Below, I iv L--�--J I I L-----J I I L---- --J 1 ''Z„ I Cobbles Above Bib tD Lj;,= of Ceiling Break I I I I -- ine of :Celli g Break r I I....••..•.•••••••• C14 Cabinet 1 rn 1--� ---- -- ---------------t-t--- ------------- -t-t- - -_--- ----- - i I v- I ' I I I I i I O Countertopw/ ' 1 ' Island I Lowered Garage Slabl Cabinets bove I , I I I I KITCHEN I , iv AYlows Garage Ceiling r•_ O t� I I I I S be Lowered w/less I I CIAI 1 I I I I ; Steps Up 3R Step?3\o Space 0vjr I I 1 1 LIVING ROOM I I DINING ROOM I I ' J to Ist Floor Garage \( More Headrqom I I B t ' cv as I S v _�-Ridge ---�-- I I p I I ' Ridcge- g ------- - \ 1 I 1 --- --- ------- - ---------------- ---------- � � I 30 ---� irepla�e n,-i -1-•I--� --rr-----�, i-- -- - _ -- � I 1 i A� JOB: (j� - _ LTJ w r - I ►n cv .............�. 1 �..�. i .............. ....................... ...... ................... ................. I .......... �. . .. . .. . / I. 1....... ...... �- _ i I.. `i ' n I sue I I I I I ; / i ' �. I _.... RES DBELVANCE ERE L IBev. ; I i I O II II , I I 1 1 i l ; -10 3'-2"3'-2" 2'; 01' " 2'-10" sir I - I / IL " I > » 11 " 1 O S91 Ha 1-Hang 1 22 1 C #12 Le -+ t+- LINEN 28" I I I 1 I F 6 2 4 _ -_ ---- --------------------I-I--- ------------------fit------ -' --of-:C-- ----- -�! o / 2-Car 1 I � I LOS EASTWOOD DRIVE B = i - 4" ' 4'-2" I' 4" I'-IQ"� 4" 3'- " 4" ' O Line of Ceiling Break 1 1 I t ane elli g Break I _� / 1 I CUTCHOGUE, NY A'1 I tr --I� in i -� �- --� 1 I -----1 I I `- i 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. WINDOW II }�f 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. W I I�t D O W SCHEDULE 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD II. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" FREDERICK TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. OR APPROVED EQUAL. Unit Model 4Area 4. ALL HEADERS C-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-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, R•O. Opng Egres ROBERT 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 ® ADH3260 3'-2"x 6'-0" Yes WEBER 5. 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 B PERIMETERS. HANDLIATSTORAGE,ALL AND AND ERECTION OF TS AT A MINIMUM. A SINGLE 1 3/4" LVIL IMJOIEMANUFACTURERS HALLRECOMMENDATIONS.BREQUIRED AT FLOOR PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. 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 a 24" O.C. © ADH3250 3'-2"x 5'-0" Yes 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 14. PROVIDE FIRESTOPPING Al ALL LEVEL PENETRATIONS. ARCHITECT 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. © ADH2850 2'-8"x 5'-0" No 11,_6,1 O ADH2838 2'-8"x 3'-8" No 21-6" 391_6,1 23,_41, O 10'-8" 2'-0" 10'-8" ACW2440 2'-4"x 4'-0" Yes FO ACW2428 2'-4"x 2'-8" No A C O AAN2020 2'-O"x 2'-0" No r----- I _________ O AAN1818 I'-8"x I'-8" A-1 A� I I I I I I I I I I II I I I No JO AAN2818 2'-8"x 1'-8" --------- i1lIIIIIIIIIIIIIIIII IIiIIIII�IIIIIIIIIIL -_ _-_-iIIIIjIIIIIIIIIIII,-_' - --rfI—I-------------------IIIIIIII�IIIIIIIIIII IIIII IIIIII.•IIIIII•--_LI iIIII IIIIII IIIIIII�ItIIIIIIIi IIIIII IIIIIII iiIIIIII!IIIIIIIIIIII No Model Numbers Refer to "Andersen" A-Series, PGSO , -E4 w/Ar on Glass, Simulated Divided Light MBR- Raised Ceiling --------:___71 --- DOOR SCHEDULE--------------- ;-------------- -------� i— Unit Model Width Height OFront Doors (Pair) (2) 2'-8"x 4'-8" (Door) "Simpson" "Andersen" FWGD910611-4 T-ION 6'-ll" Frenchwood Gliding Patio Door aR.O.) "Simpson", -1504 (Right Hand) (4 Pane Glass-Top, I Panel-Bot.) 21_8"x 6-8" (Door) r----------------------_- •.� iN'-•-•.'•i�I''IIIIIII•%'1'IIIIIII - - I-_I 6 6 - D--nt--PI-_-/-N--------4--11---� - - iIIIi 1,IItII * "Simpson", 1504 4 (Left Hand) -6"x C-8' (Door)H Pane Glass-Top, I Panel-Bot.) Metal Metal ------------- Roofing Roofing I Therma-Tru", Smooth StarAs halt 3,-0"x 6-8" (Door) Shingle51 1 53000F-3C Verify Operation Crc� lt 11.4 4'-0" " 3'-0" A TIC Asphalt Shingles ---------- -------------- ------- - - - - - Metal' TO Shed - - - - - - - - - - - Shed - - - - - - - - - - - - - -Shed: Attic ` �eR-diri.g Dormer Dormer Dormer - - .... DRAWINGmhtrW�-~TITLE: 4 00 Shed Asp Asphalt DormerShingles 2ND FLOOR OD -.-. -•- w/ ELECTRIC 4LClgBreak - - - - - - - - ----- ------ -- -- ------ --- ��r`' Il1lI11III IIII...Ii'i1IIIiI IIi I............................I...................O..�IIIiiii�II•.':..'.'..':..—.•'..•..•..........-....��w••�I s.�.:•:''•:.:''.•::: iIII...IiIII I'IIII�I..................1'.:'-I2" I Al -- - I 421_OII _ -1 I------------ ---O--- ----------1-- 6x6 R.R.6x6 R,R. 6x6 King 6x6 King Post Post -L2-�IIIIlIiiI--IIIIIiIIII-------- I1IIIIIIIIiIIIljIIiiiII 1I . :'•41`211 -�•` .' _v 2•III1IIiI!III!IiI IIi_IIIII - IO m= N=IIIIIIIi tIII , o4 B —. — .—. .— — — — — —.—.— A� JOB:�:—.—.— --.—.—.—.—.—. —.—.— —.—. —.—•—•—.. ..................... .. ................. .. ...................... .. ..f ......... ..I..................... .. .................. : .................I..... ................................... ......................... ...... ....... ............. v ............. toBELVEDERE RESIDENCE UPPER CEILING- KITCHEN DNING/LIVING STORAGE ClgPlywd. Floor 405 EASTWOOD "V^ ` ; DRIVE` I 1V----------- ----- ---- ------ ----- ------- ' ' I CUTCHOGUE, NY Al TOWN OF SOUTHOLD Shed SCTMtt 1000-II0-03-2 1 ................ Dormer ej � I -- I------- ARCHITECT:Shed Shed Shed Dormer Dormer Dormer N 14' i0" FREDERICK R. WEBER 41 EAST MAPLE ROAD + - oGREENLAWN. NY1140 ------------- 52 NOYAC PATH °� WATER MILL. NY 11914 ' " " i00l0' 2 -4 [101 - --- Oi TEL 431 154-5555 4' " -loot4'-0"4 -0fweberarchitectayahoo.com u II P SEAL - - - - - - - - - - - - - - - - - -— - - - - - - - - - - - - - - - .- I ----------------------- --------------------------------------------------- Overhang - --_ _______________JJ_____________ _-__---_ Ov rhang Roo I � V '_OLi m ve haA-i Roo Li JULY 4, 2020 JUNE 2. 2020 REV.: MAY 12, 2020 11'-6DATE: MAR 25. 2020 82'-10" SCALE: 1/4" I'-O" JOB NO: w202OOI DRAWING NO. T_j 4 2ND FLOOR PLAN- 1/411 I1-01AA.- OF A9 - i Bluestone Cap FREDERICK ROBERT Brick WEBER AI mirium Facing Asphalt a t oo In es S ndin 12 S am: R' of (HighWindNailing) 12 ARCHITECT I III i 11 1 �, 06 " 1 Q,. 1 1 11 10. 1rsT.I 1 , \ Ix8 "Versatex" Rake Bd. w/ Ram's Crown f 11 i i I I I I I I I I I I �t � Ix6 Frerze Bd. NRI Alu Inum C. C pper I ` d Ring _ F Ix6 "Versatex" w 1 I Half Round I I I II � � II II II II 1 Alum. Gutter w I I 1 II II II II 1 II 1 II II II II I II I 1 II II II II I I r 1 II D I =i— 1 II D D II II II 1I v I ap O O 1 I I I I I I I I 1 � -� 1 I II II 2 II II 1 1 i "H rdi P nel 1 I I I I I I A A A "H die' P el I I Si(I g Im I I I I I I O O O I 1 SI ng 11/ Im w I I I Battens, 12 oc jtdooi Ba en.,, 12" oc j �1 I I I I I I I I I I I31 ow r 1 38 f 1 I L7Ii Alum. Rail = _ — — — — — — — — — — — — — — _ _ _ -- -- - (Black) I I II `r - � ,' C14 (Black) 1 V 1 -TT 7 — I r Bluestone I Stucco 1 I \ I w Wall Cap I — I I I ! Bluestone Steps w/ Brick Veneer on Risers I I I I rte=-_ Stucco 1 I II I-- --------:- --------_-:-- -- --------- -------7 1 I I 1 1 III i�1I 11 I I 1 I I I I I 1 I I I 1 I I 1 1 1 III I 111 1 1 1 Grade Stone 1 I 1 I I I I SII I i i = 1 I Retaining � r, I I I I I I IIx III I 1 Wall I I I i i Oi I I I I 1141�� I I I I I I p I 00 tIIL=L ,� i t i Grade 1 1 I :.......1... :.........: 23,_,x„ I '42'_0" —— I I I I 1 I 1 I I I I I I 11 I L ------------------------------------------J-J ----------- ---------- ---- ----------=--- -- -------------- ---------------------- ------ J L--------- - -----= I ----- --r-L—�----------------------------------o ---T T———————————————————————————————————: --------------------- -- -------------------- --- L-- ------- r — s2 to W NORTHEAST ELEVATION- DRAWING TITLE: ELEVATIONS Al mini um 12 JOB- S ndrn s a t oo in es S am: R of 12 (HighInNailing) — — — — — — -- BELVEDERE ' I I I I I I i/ •� \� — — — — RESIDENCE 605 EASTWOOD DRIVE Ix8 Versatex , " I I " I I I , III CUTCHOGUE. NY Rake Bd. w/ �' ' I 1 Rams Crown i E I E I E t 1 1 TOWN OF SOUTHOLD IxL Freize Bd. ' El I I I I I ' I I 5CTMu 1000-110-03-21 / \ F ARCHITECT: , I I Alum um Star Ing _ _ _ luml um; ndrn Sea RooStanding — — — — — - - — — — �� Roa _ —_ _ _ _ — t I min m -� - - - - -� _ FREDERICK R. WEBER Ix6 "Versatex" o 0 0 0 41 EAST MAPLE ROAD Fascia Bd. w/ GREENLAWN. NY 11140 Half Round I I \ Gi V r t x" Alum. Gutter I I I I eI 1 I I rac et I i t , �� IPI I 1 B ack t I I 52 NOYAC PATH n ForIcY 1 1 I WATER MILL. NY 11916 Cc l mn Ince Os I I I i l lI I 1 -j 1 Trl �I I) II rs to 1 I zo I I TEL 631 154-5555 O O 1 I I7 r I I I 1 - B O I i Pweberarchitect9gahoo.com 1 I I I ILAIBI esti, iel F av rs, I I I I I I O O 2" Thi k ICI pl t O O I I I i I " I I I �{ nom 1 1 I I I SEAL: H die' R to u�r1 Fi d I I I rdi nel 1 Srd g Tim 1 LLI I I I 1 + I \1, I I I SI ng / im I I :j;ti _ Ba en ; 12 oc- - []I _ _ _ -- - -- -- --- _ _ — _ — — — — — — — — — — — — — - - - �- . _ EI +38 _ _ = ill r �. Stone <;.` ., Retaining III Wall I � I - —— -- I - N_ Stucco I I EI +3L' Stucco — ,' EI +35' I I I I Bluestone Steps w/ Brick Veneer on RisersI t— ———— ———— —— ———————————————I_J____ I I Grade ------ ---- -- ---------_------ -I---------- Stone 1 I I I I I I I I I Retaining Wall - I I Zo 1 EI +30' O 1 Grade 6- I 00I I I I I �- r� -r-LI 1 L-- L-- I I I I I 1 1 I I I I I I I I I I I I I I REV.: MAY 12. 2020 I I I I I I I I-- -------- --------------J L-- --------------------- ----------------------------- -------------------------------J I 'zr' r— --------=--------------T�� ---------------- 'zrl i f T ---------------------------------------------- T ------------------- `--J o L--J `--J o DATE: 20 SCALE: 1/4' - 1'-0" 82'-10" JOB NO: w202OOI SOUTHWEST ELEVATION DRAWING NO. A5 OF A9 II i' 12 ICS'-o° Bluestone - 12 Cap - - - - - - - - - - - DERICK ' f , I o ,I - - - - - - - - ROBERT I � I Brick ac ng cV 1 / \• a� I I WEBER _ ARCHITECT Ix8 "Versatex" 11 1I 1 I I I Rake Bd. w/ I `� I Ram's Crown t I I II Ix6 Ereize Bd. I I I I I I III lit ILl 1 Roof Shingles I 12 1 -1 1 L-IF 1 ' --------------------------------------------------- Ixd "Versatex° -- - j "� ---- Fascia Bd. w/ _ Half Round ,_,---' I r - _------ I Aluminum Standing Alum. Gutter , ,____ __ I , Seam Roof - I I ..I.......................... ...................... ..... I. I I I I I I I I II I I w> I I I I V "He die Per el 1 0 td or I I Sld g T I I bc 1 1 1 LEC I I I C $a ens 12" C I SOC I'I-10" I I E 01,j sur 4 10 0" _ 2' 8r, 2r_ II i I 11 11 _ _ Il _ I — — — — - — — — — -- — — - - — — - - — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I I I I I I I I I I I I I I I - I I I 14r_onI I 1 1 a 22'-6" 1 61-0" I I I I I 5rJ6x I w �1 I I I I i I I I I I I 1 1 1 I I rJ L I I I I I J 1-1I I I 1 L, F ------------------------ ----------- I I I I I I I I I I I I I ------------------TJ L L-- -- J NORTHWEST ELEVATION. 1/411 MW DRAWING TITLE: 12 ELEVATIONS 12 ----------- —____ -- 94111 ,'A mmuml rS andinlam ofJOB: s a t oo In es - ersa \ \ BELVEDERE h In In �ascra T ` T _ RESIDENCE al ounI " i° i i 405 EASTWOOD DRIV 1 CUTCHOGUE, NY I i rdi " ne 1 o ;_,_ TOWN OF 50UTHOLD a- O Siding / rim '->_ ->_\- SCTM# 1000-110-03-21 I I I I Battens, I oc - 1 r' 1 1 LI ARCHITECT: Aluminum Standing 1 1 - I Seam Roof 'I 1 -_ - - - - - - - - - Fr - - - - - - a� - - -- ------ ____ _, , FREDERICK R. WEBER a �, - -=c — —— 41 EAST MAPLE ROAD T- — .— .... .... .._. .._. .._. .... _ _ I .i. .. .. ... ..I. ... .... _. .._...._...._...._...._. .._. .._. ........... ..T. .... .. ... . ... GREENLAWN NY 52 NOYAC PATH 1 1 ' WATER MILL, NY 11914 I I iii II 11 I 1 1 EH 2' C 1 l - u " " I I p 8 H d1e P el II Ih 8 3 1 TEL 431 154-5555 1 1 1 S I C I g T m I fweberarchitectagahoo.com 1 1 110o Ba en , 12" oc 1 1 —// 121 4,r �' I `� 0' 2' "I 1 I _. f0 IF-M, SEAL: rl I " 1 M1'f L r� _ - 1 I ,41um. Rall _ = N - _ _ _ _ _ _ _ - - _ _ (Black) Wes one f - r - - - 1 - - - - - - - - Bluestoneucco Ca ' I I Stucco I I I I I I t 1 1 I I I I 2,4'-0" 2r_6n 4'_0 uI,_$r, 8,r L_ I I lli_On _On 8n I I I I I I I I I I I I I I L_ I P. Conc. 1 I I I I I I I I I I � I I I I I I Stairs t I I I I I I I I �- --J I 1 -1 I I ` T ll I I Areaway I I I I I I I I 1 I °p I I I �r� I I I I I I I I I I I L_, I I r 1 I rJ I I I � _ J REV.: MAY 12, 2020 i I I I I I I I I I I I- - - - - - - - - - - - -- - -- - -- - - - - - - - - - - -•' V- - - - -----`_ --------1 I r r- - - - - - - - - - - - - - - - - --- - - - - - - r J L J J `—— ———— —� �j DATE: MAR 25. ?020 SCALE: 1/4" = Ir—O" JOB NO: w202001 SOUTHEAST ELEVATION DRAWING NO. 1/4" = 1'-0" A6 OF A9 Strap (2) 14" LVL Ridge Stra( 2) 14" LVL Ridge Ridge 12 g 12 12 Ridge 12 FREDERICK 12 4 ., :. 2x R R. 6 oc 12) 2x10 R.R., Both V Closed Cell Spray $ 1 ROBERT f 6x10 Tie X;... X'. Foam Insulation (R39) (2) 2x10 R.R., Both (2) 2x10 Hdr. 6Foa Closed Cell S ra WEBER p y Sides o ;;:;. »:;` :;:;;::.:: Insulation 1839) Sides of Dormer (Typ.) -- - -- -- :::';:; 2x10,•C.J., 16. oc171 2x10 .) 16" oc .l ; »::•.::.. } ----- 6 - Hdr. ARCHITECT ( x6 " Shed Dormer 2x1. 12:R'., Shed Dormer Shed Do6x6 Shed Dormer LVL I1 1,_3„ c•. ,_3N I I 12 I I Dorm , 1 i 12 , 12 12 I I1 III Decorative 3 'Beams, Bolt to 6x6 xd '' `r I 6x6 /�Rxa�tter, 3 Rafter Blockin Kin Post Rafter `''amu: . I Standing Seam I IKin PostStanding Seam g (Qtg 2) T Alum. Roof 9 4 Alum. Roof y. - (Qty. 2) 2x10 R.R., I6" oc - - ----- " 2x8 R.R., 14" oc w 6x10 Tie (Qty. 2 - Structural -- Hurricane 2x8 R.R., I6" oc /- y. 6x10 Tie (Ot 21- Structural 2x10 R.R., 16 oc Straps Hurricane Stra s Hurrica a (All Rafters) � Miter Cut 2x10 C.J., I6" oc Rafter Tie w/ iv Mit r Cut P Straps Pegged Connection 3x1 2x10 C.J., W6 oc -_ - -- (All Rafters) to King Post O See C Aar Tie 1x6 TtG Ceding Bd. o 3x1 " Truss Detail " N See C Ilar Tie Ix6 TtG Ceiling Bd.h o� 2x6 C.J. I6 oc ,, (3) 9 1/2 LVL Hdr. c� TU C.J. I6 oc Truss et it (3) 9 1/2" LVL Hdr. tIA TIG Ceiling Bd. - (Drw S2 g (Drw 32 g' x6 TtG edin Bd. g IX_ "Versatex" I I I 1 I I I I/2" Caw/ Ix_ "Versatex" 1 1 I I 1 1 Girder Wrap i i I 1 1 Ram's Cprown Girder Wrap 1 1 I a 1 1 I/2" Cap w/ w i I I I i Rams Crown Open Porch1 I i Brick Brick 1 REAR PORCH Open Porch Back Columns Enclosed a I -i I 1 Veneer Veneer 1 i IOx10 Post nolOxl0lumns nle�satex" I 1 '� I Veneer Veneer rick REAR PORCH I .I in IOx10 "Versatex* 0D I Pier Pier 1 1 I Enclosure I I I I Pier Pier I IOx10 Post Trim (T ) 1 I 1 Bluestone Patio, Trim (Typ.) I I Enclosure 9P• I I i t I I Bluestone Patio, Bluestone Pavers, 11 LIVING/DINING/KITCHE I Random Rectangular i t Bluestone Pavers, I I 2" Thick Coping , I I FRONT ORCH 1 " 6 I 4" P. Conc. Slab i i LIVING/DINING/KITCHE 1 Random Rectangular I I I T Random 1 1 14 TJI 560 F.J., I6 oc w/6 P. ,Conc. S 2" Thick Coping t I I FRONT ORCH \ 11/4" Random 1 1 I I 14" TJI 560 F.J., 16"ocv I 4" P. Conc. Slab I I Rectangular Field I 3/4" Plywd. Subfloor "' WWF Reinf. I Rectangular Field I 3/4" Plywd. Subfloor "' WWF W/0;6% 10/10 I I I---� Ix6 Base r Ix6 Base ��- ---- -- \- >>.:•::.. '� ::::': - -=-- --- -- -- -- -- ---- ---- Brick Veneer = -�=-- - ---- ---- -- --------� Brick Veneer \ � M N N N N N e� / s e \ N N N � 1 ° 6 Roxul for 6 Roxul for c 6 Roxul for 6" "Roxul" for <14 W •I. Fire Protection Fire Protection �_ I ele i ' Fire Protection Fire Protection -1 ele I I Metal X-Brdg. I I I Metal X-Brdg. t I I a Midspan I I s Midspan 1 i 10„ i 20,_10„ 1 10 14,_0 N I .� .� �� I 6'-O" 10" I 20'-10" i 10" 1� 1 00 I O I I oo I O \ I oo _00 1 BASEMENT i °�• • ele `� i BASEMENT i 'I' W . . . 1 4" P. Conc. Slab I \`� 4" P. Conc. Slab I ° Q Influence w/6"xd", 10/10 Influence—� Ii 111/4"x4".ein/6"xd", 10/10 1 WWF Reinf. v � . WWF Rf. Line r, •.le Line \ l 22'-6" 22'-6" 1.4 W w SECTION rcC SECTION AA 1/40' = 11 _01, Al 1/4„ = 10_01, l (TYPICAL) (a DORMERS) DRAWING TITLE: SECTIONS m own R a s C r ::. :::.....::. :::.:: : ... :... . :.:::•..::.: ::.:.::::::: •:::::::::: . .... :::..::::.: :•.-:::.:-::. ::::.::-.:_:;:. II 1/8 LVL Ridge Ix8 Rake Bd. Strap 2x10 R.R., 16" o 'il 2x10 R.R., 16" oc Ridge 12 6" C osed Cell pray •�� II 1/8 LVL Ridge trap Ridge Foam Insulz jon ( 39) :... Asphalt Roof Shingles, (High Wind Nailing) I I Ill, 1PxI0 .J., " oc JOB: .................. Shingle Underla ment g y °� 2x10 c\J. l6" oc ; BELVEDERE (Per Manufacturer) Ov ria 6x6 To v ra �� \ \ , :;;.. as: :: 5/8" Plywood 1oof 1 Chord P oof �\ o �\ . RESIDENCE 2xl " 2xl x\614„ 8' 112„ 2x10 R.R., 16" oc L = ao 6x6 King 6x6 Rafter 'i „�` t LOS EASTWOOD DRIVE 6 Closed Cell Spray O iv rEl F Post [011 11 10 Hicjh�Ceding l ) \ �\ y Foam Insulation (R39> i Rafter _ = I CUTCHOGUE. NY Ice t Water Shield �`''` °` STORAGE TOWN OF SOUTHOLD Roof Perimeter ATTIC 2 4 O 1 I 4 -:0 1 I 4,-0 4'-2" ane (Insulate, GWB, Plywd. Fido ) '- I I SCTMtt 1000-110-03-21 Hurricane Strap I I on All Rafters Wall - Plywd. Sheathing is (3) I) LxIO Tie -- -- -� -------------"--------------------��-�--`-- I I --- - sr - ARCHITECT.to Lap Wall Opposite . ., oc 8" flooried -----1x6 Fascia Bd. 2x10 C.J., Ib oc Brick Face I -- O r._ II : Pier 11 ::'.::.::::.::::.::>..: _.... _,_:_:_::_:_:_ _:—:...,....;;...,_............ ....... ............................ . ...... 1/2 Round -':;'-.::-'.;-•::-'.-':.-;•:-':.-.:--: ::'::::•::::.:.. .......................................................-...-.............-..-... .....::. :...:'- --- -._..�... FREDERICK ....... M. ................ .:::'::.::-:::.::::::::::.::::.:::::........-:::.: ..,......... : _._.. R. WEBER IF Alum. Gutter 1 �, I 1 ; I I f•.. ......�c............................................... 41 EAST MAPLE .ROAD 0 II'_8„ 4 3,_2„ N 1,_6, I I I I . - GREENLAWN. NY II'14O 1x6 TtG Soffit I I I 8" Open Cell Spray I i1 (3) II 1/8" TV Adjustable Wall (Typical): 1 1 (3) 14" LVL Foam Insul. (R30) 52 NOYAC PATHShelves Bmlt-�n I I I I LVIL Header Flush Hdr. s Q, - I I, WATER MILL, NY 11914 Hardiplank Panels 1 O I I I I v . v ra 1 I w/ Battens, 12" oc L D D m I 1 TEL 431 154-5555 304 Felt BEDRQOM HALL li i i i O N, oo � i �' i q fweberarchitectm ahoo.com Stone Surround 5/8" PI wood Sheathin 1 2 I I Door i L N r 2x6 Studs, I6" oc I (replace A A A 11 I I oo GARAGE r y oo h g Ir r a•-o O O II I I Island Cabinet I I II II oo 0o II 11i I SEAL:Firebox 14N TJI 360 �.J., 6ocFoamInsulationR13) 14„ 60 F. I oc2” Closed Cell Sppray Plwd. SubfloI o 0 3 IF.G. Batts (R13) FF Elev +31. ` L I f 5/8" Gypsum Bd, n arae -= �szm=_==== == F-=Fzzzzssm=_= I r t _ Ste down_ _� Gar._Slab_Elev_+3_5' 3' 14 II r 2x6 Pressure Treated 0 "Roxul" for I C "Roxul" for ° 5/8"0 A.B., 14", 32 oc I _ _ F-IREPLAC Fire Protection I 1 Fire Protection - 5" P. Conc. Slab Copper Termite Shield I I Sill Seal Grade i 4" Closed ell Spray aMetal X-Brdg. I I Metal X-Brdg. i `r w/6"x6", 10/10 i i el e Foam Insul. (R26) in M a idspan Mids an 1 WWF Reinf., Set on I I P I I I � 2" Closed Cell Spray I Box-Bay Area I I I Compacted Granular Fill 1 I 1 Foam Insul. (R13) I I I (T ) I I 1 O = I HSS 4x4x3/8 I I I = 9P I =� 1 Col. on 36"x36"xld" Foundation Walls: I $A,SEMENT i 1 I 1 a- 1 P. Conc. Ftg. w/ (3)1 1 ° " u5 Bars Both Wags 1 1 I JULY L, 2020 10 P. Conc. Found. Walls w/ 1I I I (2) 45 Bars, To I Bot. t 1 I I I tt4 Bars 32"ocpVert., on I 1 1 I I I JUNE 4. 2020 I 15 -10 I I 10 4 P. Conc, Slab 38 -10 0" 25'-0" REV.: MAY 12, 2020 20"x 10" Cont. P. Conc. Ft . I I 8" JUNE 2, 2020 w/ (3) 45 Bars Continuous II I I FF Elev +31.0' WWFxReinf. I� i I .,I. • •I,- ———————— u4 Dowels, 32"oc w/ ----------- ----------------�,ivl DATE: MAR 25, 2020 Standard Hook, Extend • " ° o = ( • e 30" into Found. Wall v --J SCALE: I/4 10-00 82'-10" JOB NO: vj2O2OOI SECTION DRAWING NO. A7 OF A9 F I N I S H S C H E D U L E SPACE FLOOR BASE CHAIR CROWN WALL5 CEILING HGT. REMARKS m � 3 LU CX_ w ��� 3" FREDERICK w LU :j o R s m I- .� �p z z m _ Q ROBERT ' O \ a z .-+ e�- N ® \ W WEBER fJ7 ED Q� �/ Z m A I J --� U 0 E is Uj O z pO < d- �C) p w 0 m _ U m U ?a m m �O y Q Ot W a 4 OC m oc OC a _ _ ARCHITECT d Cj W LQ U Z \ i� \ W n' cUn v o w 1= m U U (L � W Q Lu -;r O I- Q m ao v F- U x Z U tt� v <r z U s > s m H f- o U d m v - > U z LIVING ROOM ® ® ® ® ® Varies DINING ROOM 8 ® ® ® Varies KITCHEN ® ® ® ® ® Varies — v OL REAR HALL ® ® 1 a ® 181-00 PANTRY• 0 ® ® ® 8'-0" POWDER ROOM 8 1 0 lie ® 8 ® ® 8'-0" Vert. Bd. to 42" Hgt. LL LAUNDRY 10 1 ® 1 8 0 01 8'-0" j MUDROOM C) ® ® @1 8 8'-0" Vert. Bd. to 66" Hgt. [�] OFFICE ® ® ® 8 MASTER BEDROOM ® 01 10 ® ® Varies MASTER WIC ® ® ® ® 1 8 8'-0" MASTER BATH ® 0 ® ® 0 ® 8'-0" W BEDROOM 2 (Cl) ® 1 ® ® 0 0 8'-0" H BATH 2 ® ® ® ® 1 ® ® 1 1 8.-0. I----I LINEN ® 10 ® ® 8'-0" BEDROOM 3 (CI) 0 ® ® 8 ® GARAGE 10 ® 1 ® ® 1 0 -10" 3/4 " COVE 1/2" COVE FRONT PORCH ® ® 0 REAR PORCH ® lol- 01 ® FULL SIZE FULL SIZE W MAIN STAIR ® ® Varies ^W H OL STORAGE 8 ® ® ® Varies w lL r � Z tV CAP p% BASEMENT ® ® ® 00 @1 MOULDING J LU DRAWING TITLE: U COVE FINISH SCHEDULE CAP MOULDING 3/4 TRIM CAPCAP MOULDING MOULDING FACE OF COVE WALL � COVE COVE _ JOB: 00 N \ - - BELVEDERE RESIDENCE „ Ix6 HORIZ. Ix6 T(G 5/8 2 1✓2 GWB WAINSCOTING GWB SHIPLAP 5/8 V-GROOVE 405 EASTWOOD DRIVE STILES d W/ NICKEL GWB VERTICAL CUTCHOGUE. NY RAILS JOINT BD. (OPTION 3/4 I W/ BEAD) TOWN OF SOUTHOLD 5CTM# 1000-110-03-21 GY'P. BD. ARCHITECT: �., FREDERICK R. WEBER 41 EAST MAPLE ROAD BACK GREENLAWN. NY 11140 BAND 1/4.. 52 NOYAC PATH VENEER WATER MILL. NY 11914 PLYWOOD NOTE: 3/4° TEL 431 154-5555 ALL ELECTRICAL RECEPTA LES L� fweberarchitectm ahoo.com TO BE INSTALLED � y v- HORIZONTALLY IN BASE 3/4x:5/8 MOULDING (UNLESS OTHERWISE m NOSE d NOTED) SEAL: COVE BACKPANEL � XSc'S��QSC,QS \ BAND MOLDING 4" SQUARE EDGE8 " tr BASE UNDER WINDOW 3/4' � WINDOW/DOOR 1/'i / I I RECEPT CLE COVER SHOWER CURB, HEAD � CASING— T Y p . Ix8 Ix8 5/�x8 5/4x8 TYPICA ) x 9 12" W. CABINETS. ETC. ���►11 f BASE BASE BASE BASE Half Full Size Half Full Size - M _ N REV.: MAY 12. 2020 SHOE MOULD DATE: MAR 24. 2020 SCALE: 1/4" = It Note: Where Window Sills _ Occur Directlg _ m Above Countertops, I/2" I/8" I/8" I/ SHOE SHOE SHOE SHOE SHOE OUL JOB NO: w202001 Eliminate Casing and — c+l Extend Backspash to I/411 WIDTH AS REQUIRED 1/4" \ DRAWING NO. Underside of Sill iY WINDOW SILL— WINDOW - CASING 8" BASE ( Typical) 4" BASE (Typical) C ` / SILL MULTIPLE UNITS FULL SIZE FULL SIZE E L E V A T I O N Half Full Size Half Full Size A8 3/4' 3" = 1'-0" HORIZ. VERTICAL PANELING WAINSCOTING BOARDS BOARDS Half Full Size Half Full Size Half Full Size Half Full Size OF A9 C 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 FRAMING , REQUIRED - 24" FROM EDGE ROOF WEBER CD HURRICANE CLIP Rafter to Top Plate (Toe-nailed) 3 - 8d per rafter TYPICAL. Ceiling Joist to Top Plate (Toe-nailed) 3 - 8d per joist Ceiling Joist to Parallel Rafter(Face-nailed) 3 - 16d each lap ARCHITECT 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 SIMPSON H2 HURRICANE Top Plates at Intersections (Face-nailed) 4- 16d joints-each side MST31 METAL STRAP Stud to Stud (Face-nailed) 2 - 16d 24" o.c. CLIP NAILED. FROM PROVIDE 8d COMMON 9 ALL JACK POSTS Header to Header(Face-nailed) 16d. 16" o.c. along edges RAFTER TO STUD. - NAILS 9 4" O.C. AT 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 r, 5 - 8d NAILS EACH E 2 - 16d per 2x6 stud SHEATHING.I G. SHEATHING TO LAP TOP 2 - 16d per 2x8 stud w WALL PLATES APA RATED PLYWOOD TOBottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking (Face-nailed) 2 - 16d 1 '2 per foot EXTEND TO TOP OF TOP PLATE, 4 - 8d NAILS FLOOR FRAMING .11ST11 METAL STRAP TYPICAL 9 JACK POST Joist to Sill , Top Plate or Girder(Toe-nailed) 4 - 8d per joist M5T21 9 STUDS Bridging to Joist (Toe-nailed) 2 - 8d each end w/ 4 - 8d NAILS 948" O.C. Blocking to Joist (Toe-nailed) 2 - 8d each end H� 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 vv 11 METAL STRAP 932" OC. Joist on Ledger to Beam (Toe-nailed) 3 - 8d per joist w MAXIMUM. Band Joist to Joist End-nailed FLOOR JOIST _ Band Joist to Sill orTopPlate Toe-nailed 3 - 16d 1 per joist P ( ) 2 - 16d per foot I-�-•I DOUBLE TOPS PLYWOOD SHEATHINGROOF SHEATHING PLATE TO OVER LAP BOX = HEADER W 2 x 6 916" O.C. BEAM - TOP + BOTTOM. Structural Panels 8d 4" o.c. perimeter zone r"~ 5TU05 = SIMPSON MTSA 18-Z W/ other 6" o.c. ed,ges of (6) 8d NAILS TOP t panel , 12" o.c. iinterior r'� BOTTOM 9 32" O.C. Diagonal Board Sheathing of panel I-+^-� 1" x 6" or 1" x 8" 2 - 8d per support F—i SECTION ELEVATION ," x ,0" or wider 3 - 8d: per support W CEILING SHEATHING Gypsum Wallboard 5d 7" edge /10" field SIMPSON MTSA I8-Z W/ (6) 8d NAILS TOP t = WALL SHEATHING BOTTOM 9 32" O.C. - Structural Panels 8d (see table 3.9) Fiberboard Panels SIMPSON LTP4-Z W/ SIMP50N LTP4-Z W/ (L) 8d NAILS TOP t (L) 8d NAILS TOP t 7 /16 6d 3" edge /6" afield /BOTTOM 9 32" O.C. FLOOR JOIST = BOTTOM'9 32" O.C. 25 /32" 8d 3" edge /6" field —NAIL SHEATHING TO SILL PLATE Sd NAILS 9 4" O.C. TOP OF FOUNDATION :,..,.., I b oard :...- 7 DRAWING LE, . . . .. I T LAP ._ . . . ... •.•....; ....:.;;.�::• ... . .. (SHEATH NC 0 SILL PLATE) .. .. . .... .. ._., •.... .,..:. ....... ....::. ...::.::::.:.,� •',�� .;':: Gypsum Wal 5d " edge /10" field TIT `4 i ># Hardboard 2 5 REBAR -;•-: `�r'� „• 8d - s I (F i (see table 3.9) E Particleboard d Panel s L LAT 2 x 6 IL PLATES (2 8d see table 3.9 ODE E COPPER TERMITE SHIELD C D T,41 L 0 C M Diagonal Board Sha A QTR TREATED. Sheathing C 9 9 tom', �•f.'4 I'!•uI': IL EAL / L S (T P.) w S t•. Y " !, " 1 x6 1 x8 " or ............ 2 - 8d ,i per support ort " PP li x 0 or wider w 11•Y it ..:is•r'.• '7. .,:t• *.ti:•• �'.. ati'• 1` •L,: i'F•• 3 8d Per support P ort5EE FOUNDATION DWG. ' FORDESIGN/REINFORCING FLOOR SHEATHING THIN G ,,•. tr.I ,t.. Structural Panels 5/8" x 16" A.B. 932" OC. 1" or less 8d 6" edge /12" field w/ 2"4"x3/16" WASHER. (HOT DIPPED GALV. OR greater than 1" 10d 6" edge /6" field HOLD DOWN + SHEAR CONNECTION CRITICAL PATH J STAINLESS STEEL) Diagonal Board Sheathing 2 - 8d per support ISOLATE WASHER FROM 1" x 6" or 1" x 8" BELVEDERE 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 3" on-center at the panel edge to obtain higher shear capacities , nailing requirements for structural members shall 405 EASTWOOD DRIVE be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load.path, CUTCHOGUE, NY 2When wall sheathing is continuous over connected members , the tabulated number of nails shall be permitted to TOWN OF SOUTHOLD be reduced to 1 - 16d nail per foot. SCTK# 1000-110-03-21 ARCHITECT: Q• I z• FREDERICK R. WEBER LU 41 EAST ALE IGREENLAWNPNY OAD IRI O �' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I o 0 52 NOYAC PATH PROVIDE'8d'COMi10N'NAILS'9 6"'O.e: ' ' ' ' ' ' ' ' ' I v WATER MILL, NY 119'IL �- . .'.'.'. . . . A� ,4LL OTHi=R•,4REA5 (TYf?.) I DESIGN CRITERIA: oLU, GROUND SNOW LOAD - 45 PSF. WEATHERING - SEVERE TEL L31 154-5555 1 1/4" x 20 GA. GALV. STRAP 1 1/4" x 20 GA. GALV. STRAP FIRST LEVEL - 40 PSF. L.L. FROST LINE DEPTH - 36" Fweberarchitect®yahoo.com w/ 5-8d COMMON NAILS IN w/ 5-8d COMMON NAILS IN LIVING AREAS - 40 PSF. L.L. TERMITE - MODERATE TO HEAVY --- EACH END 916" O.C. EACH END 916" O.C. BEDROOMS - 30 PSF. L.L. DECAY - SLIGHT SEAL: WIND SPEED - 130 MPH 1 1/4" x 20 GA. GALV. STRAP w/ 5-8d COMMON NAILS TO 1 1/4" x 20 GA. GALV. STRAP SEISMIC DESIGN CATEGORY - B ICE SHIELD UNDERLAYMENT REQUIRED - YES FDN. 916" O.C. w/ 5-8d COMMON NAILS IN ----- - --- - ------- EACH END 916" O.C. PROVIDE 8d COMMON NAILS 9 4" O.C. I DESIGN CRITERIA: AT ALL HIGH PRESSURE ZONES I • • ' • DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME I I • CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD_ 2,-0" MAX. jY ____-- __---- GLAZED OPENING REV.: MAY 12, 2020WINDOWS I I I I 2'-0" MAX. I L------------� II _ DATE: MAR 24. 2020 k 2 d COMMON ti..- . a NAIL TO SILL EXTERIOR WINDOWS SHALL HAVE GLAZED OPENING PROTECTION FOR WIND-BORNE a = � SCALE: I/4" if ri oafs PLA E DEBRIS TO MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 19% AND OF ASTM E 1886 REFERENCED THEREIN. IN LIEU OF IMPACT JOB NO: w202001 RESISTANT GLAZING, WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS PROVIDE 8d COMMON NAILS 9 4" O.C. j Pf},iu% ' OF 1/16" AND A MAXIMUM SPAN OF 8' SHALL BE PERMITTED AS OPENING AT ALL HIGH PRESSURE ZONES ; ;rf;}k"'' PROTECTION. ATTACHMENTS SHALL BE 2 1/2" #8 WOOD SCREWS, 16" OC DRAWING NO. I I 4U =�a��`� �. FOR SPANS UP TO 6' AND 12" OC FOR SPANS BETWEEN 6' AND 8' NOTE: HIGH PRESSURE ZONES ARE ALL AREAS 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 II i 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. I I 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I. 5/8" MIN. THICKNESS OR AS NOTED. 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 9 4" O.C. EXTERIOR EDGES AND 6D a' 12" O.C. INTERMEDIATE. WINDOW S C H E D U L E 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" FREDERICK TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. OR APPROVED EQUAL. Unit Model tt Area 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-1-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, R.O. Opng Egress ROBERT 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 WEBER 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 ® ADH32LO 3 -2 x 6 O Yes PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 8'-0" O.C. PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. L. 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 9 24" O.C. © ADH3250 3'-2"x 5'-0" Yes 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. ARCHITECT 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO Ei<CEED 8'. © ADH2850 2'-8"x 5'-O" No O ADH2838 2'-8"x V-8" No PROVIDE "SIMPSON" PHDS-Z HOLD-DOWN FROM STUD WALL/WALL PL. O ACW2440 T-4"x 4'-0" Yes TO FOUNDATION WALL F 217 PROVIDE 1/2" PLYWOOD (ONE SIDE OF WALL) FOR SHEAR WALL O ACW2428 2 -4x 2 -8" No (2) 9 I/2" LVL (2)—1 I/4" LVL r-------------- ---------r---- ------ " A C I -----� G AAN2020 2 -0 x 2'-O No I Al Al i I II i i ,_ II x O AAN1818 1 8 x 1 8 No I I II O i 1 Cy Ii I II JO AAN2818 2'-8"x I'-8" No II Model Numbers Refer to "Andersen" A-Serres, PG50, II Low-E4 w/Argon Glass, Simulated Divided Light 1 1 2x10 C. 16 oc � I I I I I I II I ---------------------- --- ------ E2 ---------------------------------------------- --------------- (3) ----- ---- ---------------------------� I (3) 9 1/2'' LVL (3) 9 I/2" LVL_ __ (3) 9 1/2" LVL I ii 111,M17DOOR SCHEDULE I� —._._.—._ —.—.—.- — II I _� ---------------------- > I II ----- I I Unit Model Whdth t Height III I II I� I' I I II I Front Doors (Pair) (2) 2'-8"x 6'-8" (Door) ►!I I II I O "Simpson M I I I II ..................................................... I "Andersen" FWG0910LII-4 9'-10'x 6'-II' I Frenchwood Gliding Patio Door "Simpson". 1504 (Right Hand) 2'-a "x 6'-8" (Door) w I II (4 Pane Glass-Top, IPanel-Bot.) I j.................:. .................:.......... I �� „Simpson". 150.4 (Left Hand) " I I (4 Pane Glass-Top, I Panel-Bot.) I Ii (Y I 4 2'-6,'x 6-8 (Door) 2) 9 I-- LVL I II ------------------- - of Ceiling Break p, I �I r-------------- -----I----- - - ----� ------- ------ ;--------------------------------- ------------------------ DO I -1 "Therms-Tru". Smooth Star , . � " :K 53000E-3C 77 00 2x1 C.Ji., 16"oc rl 5 3-O'x 6'-S' (Door) N N NI I I 1 LI I `1 * Verify Operation I I I U U I� I I 1 I I I W O i. I I I I I I I I I cV N I I --------i r-------- I h�1 t I I (2) 9 1/2" :LVL (3) II 1/8" LVL Hdr. (2) 9 I/2" LVL l i u I I I I I I — — — — 1. I `I -a � >I ------ - -I---:- ------ -------I------F------- --+ --- ---1----, �. r----- I- ;� I I I I ----� , i , 1 , (2) 2x4 --____J I I, l_j_-__ , I 1 I III _j--- ' Studs* I I I I li 2 i I 1 1 �I Li 2x10 C.JI.., 14"oc i 1 1 I I I I I ) 9 1/2" LVL I /YN II f v - - - - I C:,: DRAWING TITLE: I ' .I I I I •I I I I •I I I I I I °- I 2ND FLOOR/ I > rt I I I I I I I I I I I I I --- x$-F.U. 6"oc i L-----J jij L-- -- 1 It I LVL lush I IST FLOOR CEILING FRAMING r------------------ -rt ---- -T---=- ------ -+- Ir - - ------------------- ---� �- (4) 2X4 1 .1 I . I ; A :U77 (IST FLOOR) Studs ` I Simpson" 1 r----------y--- I 11 III 111 I ! �HGU5.25-SDS I I I O D I Open to :Above I I Open to Above I I Oen to Ab ve I /(Install per Manuf. `� I I > - III - III ' d l Spe_ifications) 1 I B I I J I, .l I I I ~ 1 1 F- ---- - - --- ----------\ JOB _t - • --- --------- _---_----_ - �{ TJI 560 16 oc I � I Al 1 <,Kin :�a)d .I I.................................................... . ...... I I .............. �........ (4) 2x6.. i�..................I............... I I .. . . 1 .....I....... ...... BELVEDERE on � II I m I.I.I.. ; Below. �. � I ... I............................................. . . > Ing Pos 1 I I N I III III , I I RESIDENCE O I'I � I•I I t I • I I I x 11 1 x 1 1 1 , I I I v �/ � I I 00 1 I I I I ' ' I ' I _ I 405 EASTWOOD DRIVE ��( t)ud'sx' r -----------T— Ii I I I > ' I I — CUTCHOGUE NY I �, i----- i-----i F---- i I i Al I __L, I \ \ III III . I I 1 I �_ �� I I I TOWN OF SOUTHOLD ....................I........ ..................................... ......... ............................V......... .. .........�...............: I I III I I III I I , I i I I I I SCTMtt 1000-110-03-21 I> \ rr I I 111 I I III 1 I I I '-______________ I I II II i I IJ I I I I I I I I I I I I I I I -------------- I ARCHITECT: FREDERICK R. WEBER (3) II : /8 LVL Hdr. I I �f : , I I 1 I� I '--------------+-- +--- -- I -------I--=-_-I------- I -------I--=---I---- - :� I ( 41 EAST MAPLE. ROAD I GREENLAWN. NY 11140 > 52 NOYAC PATH j o o (2) 9 I/2." LVL o a (2) 9 I/2'` LVL 14" TI 1560, 16" Io.c. ! � / 1) i I 1 WATER MILL. NY 11914 J (2> 9 I/2" LVL TEL 431 154-5555 2x10 C. 16"oc _� U tK U QC I I I M I fweberarchitectmyahoo.com I r X x X 1 i I SEAL: N (3) 9 1/2" :LVL : (3) 9 I/2" LVL N N (3) 9 1/2" LVL i 1 1 _—_____—__________________ _______________________ ___________________________� _____________—_I_____J__________ L-----------IIS-------'---------II-----------� I ------' 14" Til �Lo, 16" ox. j II 1 (2) 9 I/2" LVL III I � 1 IV JI I I I I L--------------- I 1 I I I - I I -- ---------�I�-------'-------+-If------------- A C 11 I (2) 9 1/2" LVL III Al Al IV JI L————————————————- JULY L. 2020 REV.: MAY 12. 2020 DATE: MAR 25, 2020 SCALE: 1/4" - 1'-0" JOB NO: w202001 2ND FLOOR/IST FLOOR CEILING FRAMING DRAWING NO. IST FLOOR PLAN- �p S1 OF 52 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 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. WINDOW ' A f I 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I. 5/8" MIN. THICKNESS OR A5 NOTED. 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 9 4" O.C. EXTERIOR EDGES AND LD 9 12" O.C. INTERMEDIATE. W I I V D O W SCHEDULE 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE 1, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD Il. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY 'SIMPSON' FREDERICK TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. OR APPROVED EQUAL. Area Unit Model # 4. ALL HEADERS C-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-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, R.O. Opng Egress ROBERT ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN L" WALL OR AS SHOWN ON DRAWINGS. GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS A ADH3260 3'-2"x L'-0" WEBER S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 9 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 Yes PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. PERIMETERS. HANDLING, STORAGE. AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. L. 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 9 24" O.C. © ADH3250 3'-2'x 5'-0" Yes Z. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. ARCHITECT 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "51MP5ON" OR APPROVED EQUAL. 15. BRIDGING TO BE PROVIDED FOR ALL J015TS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. © ADH2850 2'-8"x 5'-0" No OD ADH28Y38 2'-8"x 3'-8" No Q ACW2440 2'-4"x 4'-0" Yes O ACW2428 2'-4"x 2'-8" No A C ---------------- ----- --------------- ----(�2x6 Rte.--- - ------------- - _ 0 AAN2020 2,_O„x 21_0” No AAN1818 I'-8"x I'-8" No II I I i I I I I I ' I II I I 1 1 JO AAN2818 2'-8"x 1'-8" No I I I i t 1 �-1 I 2x10 R.R., 16"oc �I I ' 2x10 R.R., 16"oc i I Model Numbers Refer to "Andersen" A-Series. PG50 �••I I II I I I I I Low-E,4 w/Argon Glass. Simulated Divided Light I I II I I i t I I I I I I I I II I I I I i u l l I I I I I -2 I I I I I I 1rz I I I I I I I MBR- -11 1 Raised Ceiling > 11 I I I I T ,.-----------------------I- -- I DOOR SCHEDULE (/1 rl 1 1 -------------------- -i ---------------------Ti---- 1 1 : 11 I I I I • _ 1-L - - - - - - - - -- -- -- -- - - -- ---- - -- -- - - - - -- - - -- - - - - - - J- I UWidth t Height „4 Unit Model # I 1 1 I I II i I I Front Doors (Pair) (2) 2'-8"x L-8M (Door) "Simpson" I I I j II I I l i "Andersen" FWG0910611-4 9'-10'x L'-II' 1"+y Frenchwood Gliding Patio Door Refer to 11 Drawing 51 -"--- iI t 0.1 l"4Simpson", 'i504 (Right Hand ) 2'-,8'x L-8' (Door)for Roof Framing Sizes -- 3 (4 Pane Glass-Top, I Panel-Bot.) -- - - - - - - IF____________ ian �� (Left HtT --- ------- 2-6x 4'-8' (Door)Pne Glassop, 1PaneIBo )Metal Metal I i 1 1 I I I I I 5 "Therma-Tru". Smooth Star Roofing Roofing I I Asphalt I I I I I I 3-0 x L-8 !Door) ---- ------ i I hingles I I I I I S3000f-3C _ II -� I I I I I * Verifg Operation I I Cricket , 1 1 I I I I 1 �- - - -- 1 1 I I I1.4 I I I I I 1 See Detail of 1 1 I I I I I I I W 1 1 I l i 1 Collar Tie Truss I , j j I I I I I yp 1 I 2x10 R.R., 14oc 2x10 R.R., IL oc Asphalt I `--j (3) 2x6 Hdr. (3) 2x6 Hdr. (3) 2x6 Hdr. I I I I I I I 7 1 1 v� Shingles •'�----�_-------- ---- --- ------- ------- J� �Mflormer -- - -2x10 R.R.. 14"oc i 2x10 R.R., I 'oc `I• ' . I x xI �:: IIMeta :x _ iTo 1 1 - -- -- - - -- Shed: tot - -- - - -- - - Shed - - -- -- - -- - - - - - - - I-I-- -- ;?g-- - - tilt eG% Dormer ; I I Dormer . I d r - I ITLE: ZD ` ' oc 1 i oc o� i o� oe oc _I'i -= - _ -= -= _ DRAWINGT I _O As j I =I .•`.Asp alt I o n '°p x ~ I o cv 00 x F- I o (V co x $hin le •'•i' ' I Shed i '1.'. I Dn Dormer Shingles :cv `� Q ROOF FRAMING : N '25 : N u II I I � uI CN I � � I � I I � xl (2) 2x10 dr. - (2) 2x10 Hdr. - (2) 2XIO dr. (2ND FLOOR) ----- ---- -- -----� -- -- I -- i Cl Break ----� - --=°- ------ r- - - - i - -- - - - - - - - - - -j - - - - - - - - - -- -- -- - - -- i -� - I O % ' C4 I :��, I °` t o I I Lxl ( O I dxl R I i i 0 2X10 IE f i ,i l '2x10 IE for cv i o ( I I o R.R I o I I I I Overlay f .'•:' I a I i g• OverlayRoof n - � i I I s :c'' 4x6 King �'' III)X& King N ;9 `'' Cont. I I `v 2xl R.f2 •.14"oc / 2x10 R.R.. IL"oc I — I I Post : I I I Post I - I I Ridge I I I > B II /8" LVL Ridge (Low) _ (2) 14" V� Ridge _ _ _ _ _ ? _ 14" VL Ridge _ _ 14 LVL Ridge I II l/8" LV Ridge (Low) JOB ( > 2x6 (J. .... .. "� U (4) 2x6 II — 2x10 C.J.., 16"oc \ Al I �! U I Post to I I"o Post to I I �,! .. :,i. i. . i. O i. i. o g _ r I O Ride i I o r- BELVEDERE l i " =1 " I Ride x I I o f ( Oc I o f N I I g I I _� �, Prpvide 2x_ I �, RESIDENCE L 2x10 R.R., 16 oc i 2x10 R.R., I6 oc - I I I I I I a I ( I i I Blpcking Betuegn _ .• " �'' `�' - Clg_Break"' -- a _ --- `'' ------- ' i 9 Ridgeafters i 405 EASTW000 DRIVE I _ - _� I I _ B l i O i i (2) 2x10 Hdr i w i u i (2) 2x10 Hdr I w l v i (2) 2x10 Hdr i i i O i CUTCHOGUE. NY Al i L.. x i 0[ — pC 02 h- OL W a H �i OC oe I TOWN OF SOUTHOLD cv I..i................................................. ..................... w�.;::,.......... ...........I................... QC °C : o I O n'- °� I I I O QC 0c I I oc i i I Shed 5CTM# 1000-110-03-21 0C 1 ri I = o = 1 I T`2I I ( (3) 2_x10 RR Dormer j I i - N I o N I �° O O4 cv i I I _ (3> 2x10 R(�'_ _ ---- _--_-- I n n I Shed I n I N I CV Shed o�c I N I C4 I Shed O�c I N i �" -.r. �. _.�. - —.—.—. ARCHITECT: i I i Dormer i i Dormer - i Dormer i I x ' I '`� `.' `'' FREDERICK R. WEBER 41 EA5T MAPLE' ROAD I.'; 10 GREENLAWN NY 11'140 i vl :+ - - - - - - - - -- - -- - - - - - - - - - - - - - - - - - - -�•--L - - - '.�:' I ,- I �I 1 ,(UAP Iioc ------------- -- -- ------ ------------- . I'r- r, I I i J i I I (3) 2x6 Hdr. I (3) 2x6 Hdr. (3) 2x6 Hdr. I I" 'I _ j STR�G 52 NOYAC PATH ( I I I To -u -I A ° 6 X 6 SPACER BLOCK BETWEEN RAFTERS > I I _ _ _ _ _ _ I I ISO oe. q 1 1 . . WATER MILL. NY 11914 I 2x10 R.R., 16 oc I I - - -- -- -- - See Detail of I I u I I I 1,..$, 2-3/4"M.B.THROUGH DOUBLED RAFTERS I ' 2x10 R.R. 16"oc I I �------------------------� Collar Tie Truss I I � IJ� I �, I t 2-1"M.B.THROUGH BLOCK&RIDGE i I can u 1 r` TEL 631 '154-5555 I I I I aoo• 4,I 1 2-2 x 10 RAFTER EACH SIDE OF COLLAR TIE f weberarchitectagahoo.com ji I j Refer to Drawing SI 2x10 R.R., I "oc =1 2x10' R.R., 16"oc for Roof Framing Sizes I I I I I 6 SEAL: '- ----��----------------------��---------------------------------------------r------ � i � 2x10 C1J.., 16"oc � � 1N%p rjL� I I I EpQ�eARTI� „^� • , �` � L (3> 2x10 RIS l3) 2x10 RR _,21.2X10 RAFTER EACH O j.—.—.�.— •—��_ � —.—. .— �'rl SIDE OF COUAR TIE / 1. L------- - I -- !3) 2x6 dr_ --� - -------J i I ,' --�-- I 1 '1FTFRS Y 1 1 -- Ov hang I I I I I I -: • /.�^9M.8. I Roo I I l I u I I r LJ Li I I c 11 rte. -3/4"M.B. I I I 1 6X 1 —2 z 6 STUD WALL _ - - -- - - rr COLLAR TIE ✓ A C LI -- ( ) 2X dr_ - + ( I Ove hang I ' B, COLLAR TIE CONNECTION A'1 A'i V Roof 'i 1I NOT TO SCALE COLLAR TIE TRUSS JULY L. 2020 I I'' NOT TO SCALE JUNE 2. 2020 REV.: MAY 12, 2020 DATE: MAR 25. 2020 DETAIL: COLLAR TIE TRUSS SCALE: I/40 - 1'-0" JOB NO: w202OOI ROOF FRAMING ON DRAWING NO. 2ND FLOOR FLAN OF 52 1 APPLIANCES : ELECTRICAL FIXTURES ; OWNER TO PROVIDE THE FOLLOWING APPLIANCES, INSTALLATION t ALL UTILITY CONNECTIONS BY CONTRACTOR OWNER TO PROVIDE THE FOLLOWING FIXTURES (INSTALLATION BY CONTRACTOR): I- RANGE: (6) BURNER DUAL FUEL, 36", BURNERS- GAS, OVEN- 30 AMP ELECTRIC I- CHANDELIERS (DINING, LIVING, ETC.) ELECTRICAL SYMBOLS FREDERICK 2- MICROWAVE: DEDICATED/GROUNDED 15 AMP RECEPTACLE 2- PENDANT (KITCHEN, ETC.) 3- REFRIGERATOR: 36", DEDICATED/GROUNDED 20 AMP RECEPTACLE, (HIGH) 3- WALL SCONCES (BATHROOMS, ETC.) SYMBOL DESCRIPTION ROBERT 4- DISH WASHER: ELECTRIC t PLUMBING 4- SURFACE MOUNTED INTERIOR AND EXTERIOR CEILING FIXTURES DUPLEX RECEPTACLE WEBER 5- BEVERAGE RERIGERATOR, 24" WIDE/UNDERCOUNTER, DEDICATED/GROUNDED 15 AMP RECEPTACLE 5- ALL DECORATIVE EXTERIOR WALL MOUNTED FIXTURES 6- KITCHEN HOOD: 36"WAS"Hx24"D, CT EXTERNAL BLOWER, 900 CFM 6- PATH AND POST LIGHTS (12OV, Line Voltage) W.P. DUP.REC.-WATERPROOF 7- WASHER: FRONT LOAD 1- PADDLE FANS QDG 8- DRYER: GAS DRYER FI DUP.REC.-GROUND FAULT ELECTRICIAN/GC TO PROVIDE AND INSTALL THE FOLLOWING FIXTURES: ® DUP.REC.-FLOOR ARCHITECT I- ALL PORCELAIN FIXTURES DUP.REC.-(I)SWITCH OPER. ELECTRICAL !VOTES : 2- ALL RECESSED INTERIOR AND EXTERIOR FIXTURES ("HALO"), 4"0 HOUSING t TRIM (White) 3- ALL CAST ALUMINUM DUPLEX FLOOD LIGHTS. SPECIAL OUTLET I- RECEPTACLES t SWITCHES TO BE "DECORA" (LEVITON), WHITE. 4- UNDERCABINET KITCHEN FIXTURES (LED STRIP) 2- DIMMERS TO BE "DIVA" (Slide Control), WHITE. 3- RECEPTACLES SHALL BE MOUNTED HORIZONTALLY IN THE BASEBOARD. 0 SURFACE MTD.-CLG. 4- ALL WIRING FOR OVERHEAD DOORS TO BE CONCEALED IN CONSTRUCTION. Hose AC #I 5- ELECTRICIAN TO SCHEDULE "WALK-THRU" WITH OWNER PRIOR TO BEGINNING WORK. Bib �P SURFACE MTD.-CLG. (Porcelain) 6- ALARM CONTRACTOR SHALL PROVIDE, INSTALL AND WIRE ALL SMOKE, HEAT, CO AND LOW TEMPERATURE r-- ---- --------- ---------r- -- ------------- RECESSED-CLG. DETECTORS P1=R CODE (MINIMUM) AS WELL A SECURITY ALARM SYSTEM. Y 7- AUDIO/VISUAL CONTRACTOR SHALL INSTALL AND WIRE ALL TELEPHONE JACKS, TV CABLE OUTLETS, AND INDOOR/ b WALL MOUNTED OUTDOOR SPEAKER CONNECTIONS. ALL SPEAKER WIRES TO BE "HOMERUNS". (OWNER TO PROVIDE SPEAKERS). N OUP. FLOOD 8- ELECTRICIAN TO VERIFY ELECTRICAL REQUIREMENTS OF ALL APPLIANCES E EQUIPMENT. I II 04 HIGH INTENSITY, SWIZEL. RECESSED CLOSET LIGHT I I I II I I ❑ I I SHOWER LIGHT (Wet. Location) UNDERCAB. FIXTURE I II 1 ® ® DOORBELL/CHIME W I I D EXHAUST FAN I II I I-------------------------- ----------------------- ---------------------------J I I 11 I + PADDLE FAN ~ I 1 II I -------------------------------- I W PADDLE FAN / LIGHT I II ................. I I 1 II II I I ............... .............. I I I I II I ❑ ATTIC FAN I I I I I I a:9 I .................................................... I & SPEAKER a ' i ,Ih T II ----- ----- ----- I TELEPHONE 4F' li I O CABLE VISION Hose ► ............I................................... .......... t Bib I i © COMPUTER (Cable Phone) -- ------------- i r------- --- -----I----- - - - ----- ---- --- ------- -------- -- --------------- ------------ IQ LIGHT W/ HEAT/FAN/NIGHT LIGHT I77 IFF > Q THERMOSTAT I j j I j ° FAN/LIGHT 1 II GFI 1 I O SMOKE DETECTOR 1 I I I " I I .......................... I I I ______--� �--------- Opo CARBON MONOXIDE DETECTOR M (� I I CO SWITCH I-~ I : I ow.P. OW.P. I I: 31 i 4---- --------I------I- ---- ----- -F------�-- -- GFIi - GFI p I I I 4 3 1 ``' -----� li LJ---- --'-� I I 1 $q SWITCH 4-WAY I o ftc DSWITCH W/ DIMMER 2 do I $ w SWITCH WATERPROOF DRAWING TITLE: r i s t W D -N JS JAMB SWITCH -- ---- I ELECTRICAL 1 Hose KEY PAD IST FLOOR - +Bib EX EXISTING 0 / - ------- ' ' - GFI \\ I GFI 3 I e'en ant I I I I _,j \ I r- I I I/ O - -----O- ---Iv--- --------- ------- -- - �- ------�-- -- ---- -rr-- --I - =- -- _ ---- ----------- --— I I i JOB: andeher 1 1 h ndelieBELVEDERE I P . ' /�/ I i RES DENCE ................... ......................I............. Ovhd. I I 11 eV Ref. I / i P 1-E}Door i I r r \I I I I ° 1 I endant__ I -i-- -I.1-- O I _ O 11 / I I AC r# I I I ----- - ---------- -----1-I---- -- - �- - - ----rr--- - -r---=-- -- -- �- / I I 405 EASTWOOD DRIVE CUITCHOGUE. NY r TOWN OF SOUTHOLD 5CTM# 1000-110-03-21 I \ I ®� I I I I I i L--------------- I t ✓/ I r-------------- I ARCHITECT: I \ I I I I I I I I I Ref. / I .......................... I \ I i ��' I • I I I �,� 1 I FREDERICK R. WEBER I is o s I I �--- --------+--=--�------- GREENIL NY 11140 52 NOYAC PATH W.P. B M lU � ( I I I \ ........................................ I Ovhd. ,- WATER MILL. NY 11914 P 5 Series I$Door 1 I . 5u� I � I TEL 431 154-5555 1 I I I I fweberarchitect9gahoo.com I I I I I 1 1 i SEAL: II ----- --------------------- --------------------- --------------------- ----- I I I ----- --------------------- -------------- --- -- --------------------- L__----- I - ------------ I I I0J1 ------------� ------ --- -------------------------- I II --- -- ------------------------------------- ------------- L ------- L----60se` - 11- -------------- I-II---------- Bib r------ ' - E III 111 -- I I ---------------J T9 Post I (OGFI I I Light L-----------11-+----------------II-----------� III III JI L---------------- - REV.: MAY 12. 2020 P L U I I B 1 N ( N O TE S : DATE: MAR 25. 2020 SCALE: 1/4" - I'-O" I- PLUMBER SHALL TEST ALL DRAIN LINES AND ALL WATER SUPPLY PIPING BEFORE ENCLOSING WALLS. JOB NO: w202OOI 2- ALL EXPOSED FEEDS AND ESCUTCHEON PLATES FOR WATER CLOSETS SHALL BE CHROME PLATED BRASS. 3- INSULATE ALI! HOT WATER PIPING PER ENERGY CODE AND ALL COLD WATER PIPING TO PREVENT SWEATING. ELECTRICAL 4- ALL DRAIN PIPES RUNNING THROUGH IST FLOOR WALLS SHALL BE CAST-IRON TO REDUCE SOUND LEVELS. 5- ALL HOSE BIBS SHALL BE "'FROST FREE" WITH SHUT-OFF VALVES IN CRAWL SPACE. DRAWING NO.' 6- ALL SINKS ARE TO BE UNDERMOUNT IST JI.. O 0 7- PLUMBER TO PROVIDE "T" CONNECTION IN MECHANICAL ROOM FOR IRRIGATION SYSTEM. COORDINATE W/ IRRIGATION CONTRACTOR. 8- PLUMBER TO RUN AND CONNECT GAS PIPING FOR FURNACES, WATER HEATER, RANGE, CLOTHES DRYER, FIREPLACES t GRILL. FUTURE CONNECTION FOR SWIMMING POOL HEATER AND GENERATOR. E I OF EI II