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�suF oi�r 4r"fo�o caGy� Town of Southold 9/24/2023 P.O.Box 1179 o - 53095 Main Rd y o� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44567 Date: 9/24/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1435 Willow Dr.,East Marion SCTM#: 473889 Sec/Block/Lot: 22.-5-9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/2/2020 pursuant to which Building Permit No. 44782 dated 3/12/2020 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: additions and alterations, including finished basement,front covered porch,rear decks,rear screened porch,outdoor shower and open breezeway with accessory garage as applied for. The certificate is issued to Schwartz,Dania of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-20-0236 9/19/2023 ELECTRICAL CERTIFICATE NO. 44782 9/8/2021 PLUMBERS CERTIFICATION DATED 11/8/2021 ff KosfN White age t o iz d Signature �o�S�E of o TOWN OF SOUTHOLD BUILDING DEPARTMENT a TOWN CLERK'S OFFICE FPOo • `� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44782 Date: 3/12/2020 Permission is hereby granted to: Schwartz, Dania 1617 N Flagler Dr West Palm Beach, FL 33407 To: Additions and alterations to an existing single family dwelling as applied for per SCHD appoval. At premises located at: 1435 Willow Dr., East Marion SCTM #473889 Sec/Block/Lot# 22.-5-9 Pursuant to application dated 3/2/2020 and approved by the Building Inspector. To expire on 9/11/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,044.00 CO-ADDITION TO DWELLING $50.00 Total: $1,094.00 Building Inspector Form No.6 TOWN OF SOU, WELDING DEPkRTMENT 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 fused 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. 2-L?-2-0 New Construction: Old or Pre-existing Building: 2C (check one) Location of Property: 1'135 lj,l`aLj t_s2.4yt__ Fk%S r M House No. AV / Street Hamlet Owner or Owners of Property: r�r� ►A 1'k r R__ c.J!4 RX-r- Suffolk County Tax Map No 1000, Section Z Block 0S"- Lot CS rrC) Subdivision ` q-7�� N l�,- Filed Map. N Lot: m(— Permit No. Date of Permit. Applicant: 13M w N, lGE N` Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 0 / lc ,/V Applic ignature ok\\pFSOUlyol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q sean.devlin(a)-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD i CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Dania Schwartz i Address: 1435 Willow Dr City East Marion st: NY zip: 11939 Building Permit#: 44782 Section: 22 Block: 5 Lot: 9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE I Contractor: DBA: Wilcenski Electrical License No: 4723ME SITE DETAILS Office Use Only i 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 AtticX Garage X INVENTORY Service 1 ph X Heat Duplec Recpt I 120 Ceiling Fixtures 24 Bath Exhaust Fan 6 i Service 3 ph Hot Water gas GFCI Recpt Wall Fixtures 17 Smoke Detectors 6 Main Panel 150x2 A/C Condenser 3 Step Lights i 23 Recessed Fixtures 120 CO2 Detectors i Sub Panel 100x2 A/C Blower 5 Range Recpt i Gas Ceiling Fan 9 Combo Smoke/CO 5 Transfer Switch 300A UC Lights 12' Dryer Recpt i 30Ax2 Emergency Fixtures Time Clocks Disconnect Switches 115 4'LED it 161 Exit Fixtures Pump 1 Other Equipment: Fridge (2), Double Oven, Hood, DW (2), W/D (2), Floor Heat (2), LED Mirror (2), Sump, Central Vac Notes: New Two Story w/ Finished Basement 1 i Inspector Signature: Date: September 8, 2021 S.Devlin-Cert Electrical Compliance Form Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD NOV 0 8 2021 BUILDNw TOWN OFS0?JTHC. CERTIFICATION Date: Building Permit No. Owner: S G t44l c4 2 (Please print) Plumber: ^�—(Please print)���- I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this day of Amej�,L-& 20_ `KEVIN W. WEBSTER 10061ryr Public, State of New York _. No. 01 WE6365673 Owpfied in Suffolk Coin AW68-i— Expires Oct-, 1.0 25 Notary Public, County ho�apF SOUI " H�7 8 Z 1 L-i 43,s� Wl ! Vow 4Z), # # TOWN OF SOUTHOLD BUILDING DEPT. �yrourm 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) []-C-ODE VIOLATION [ ] PRE C/O REMARKS: cp)A rl 4702111- 7-t- I-Cctl-CL / (-t ^� b ` f 'DATE INSPECTOR �- r ho�aoF souryolo L —7 1 L4 75 'too41 Ito w D— TOWN.OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ]" FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: - - 9-if�Tt<t c, c !� DATE INSPECTOR c ..�- SOUIyo * �# TOWWOF SOU HOLD BUILDING DEPT. `ycou765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ _] FOUNDATION 2ND- [ -] I ULATION/CAULKING [ ] FRAMING /STRAPPING [tef FINAL [ ] FIREPLACE-& CHIMNEY [ -] ' FIRE SAFETY INSPECTION [ ] FIRE RESISTANT=CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS:_ LO&A'Aif,0.4rt+v�L �S DATE INSPECTOR V _ uu - JAMES J. DEE OSKI P.E. 260Deer Drive Mattituck,NY 11952 (631) 774 7355 Date: April 16, 2020 To: Town of.Southold Building Dept. Re: Footing Inspection Schwarz 1435 Willow Dr. East Marion,NY Permit#44782 To Whom It May Concern: i i A Footing inspection was performed on the above mentioned property, and the Footings are installed as per plan and meets all State and Local codes. Any questions feel free to call. in erely, EE O� N�Wyp J es J Deerkoski P.E. y C7 A�OFE � �� JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck,NY 11952 (631) 774 7355 Date: April 23, 2020 To: Town of Southold Building Dept. Re: Foundation Inspection Schwartz 1435 Willow Dr. East Marion,NY Permit#44782 To Whom It May Concern: An Foundation Inspection was performed on the above mentioned property, and the Foundation was installed as per plan and meets all State and Local codes. Any questions feel free to call. SOF NEW ncerely, .DEElcb �q J Deerkoski P.E. us AROFESS\� JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck,NY 11952 (631) 774 7355 Date: September 6, 2020 To: Town of Southold Building Dept. Re: Framing/Strapping Inspection Schwarz 1435 Willow Dr. East Marion,NY Permit#44782 To Whom It May Concern: A Framing and Strapping inspection was performed on the above mentioned property, and the Framing and Strapping was installed as per plan and meets all State and Local codes. Any questions feel free to call. F NEW in erely, DEF,q�OQ,� J e J Deerkoski P.E. Jt 4„y AROFESSIQ� JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck,NY 11952 (631) 774 7355 Date: December 8, 2020 To: Town of Southold Building Dept. Re: Plumbing Inspection Schwarz 1435 Willow Dr. East Marion,NY Permit#44782 To Whom It May Concern: A Plumbing inspection was performed on the above mentioned property, and the Plumbing was installed as per plan and meets all State and Local codes. Also a pressure test was performed on the plumbing system Any questions feel free to call. inc rely, of EW o y C-2R/ro'Qir s * Ja e Deerkoski P.E. Z ��.�'�;a• Z FO41.0• R�FES JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck,NY 11952 (631) 774 7355 Date: January 19,2021 To: Town of Southold Building Dept. Re: Insulation Fire Caulking Inspection Schwartz 1435 Willow Dr. East Marion,NY Permit#44782 To Whom It May Concern: An Insulation inspection fire caulking inspection was performed on the above mentioned property, and the insulation and fire caulking was installed as per plan and meets all State and Local codes. Any questions feel e to call. incerely, es J Deerkoski P.E. 0 7" � �. pROF.E'�1�� [ECEIVE D . SEP a ?� Enerey res Mn . Services 1 TOW'OF SOI1TH®)IJA = . September 8th, 2021 Daniel Christian Finne DBA Finne Contracting 120 Center Street Greenport, NY 11944 Re: 1435 Willow Drive East Marion, NY 11939 As requested by The Town of Southold, Energy Testing Services was retained by Daniel Christian Finne DBA Finne Contracting to perform the Blower Door Test at the above-mentioned residence. Michael Fauci(HERS Rater License#BER-8619824) performed the above-mentioned Blower Door Test and found the building has more than satisfied the NYS Building Airflow Requirement of 3 Air Changes Per Hour @ 50 Pascals.The results of the test being 0.9 Air Changes Per Hour @ 50 Pascals or 743 CFM @ 50 Pascals. If there is any further information that you may need, please do not hesitate to contact us. Thank you. Michael Caruso President Energy Testing Services 1648 Locust Avenue Suite E,Bohemia,NY 11716 Office: (631)244-2627/Cell: (631)405-9890 mcaruso@energytestingservices.com www.energyservicestesting.com i Project Summar Job: Y Date: Oct 01,2021 System 1 By: Michael Fauci Energy Testing Services 1648 Locust Ave Unit E,Bohemia,NY 11716 Phone:631-244-9333 Email:mfauci@energytestingservices.com Prouect Information For: Daniel Christian Finne DBA Finne Contracting 1435 Willow Drive, East Marion, NY 11939 Phone:631-833-5578 Notes: Design Information Weather: Long Island MacArthur AP, NY, US Winter Design Conditions Summer Design Conditions Outside db 16 °F Outside db 86 °F Inside db 70 °F Inside db 75 °F Design TD 54 °F Design TD 11 °F Daily range L Relative humidity 50 % Moisture difference 31 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 24245 Btuh Structure 20034 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 24245 Btuh Use manufacturer's data n Rate/swing multiplier 0.91 Infiltration Equipment sensible load 18170 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 3146 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft) 3183 3183 Equipment latent load 3146 Btuh Volume (ft) 15702 15702 Air changes/hour 0.42 0.19 Equipment Total Load (Sen+Lat) 21316 Btuh Equiv.AVF(cfm) 109 50 Req.total capacity at 0.70 SHR 2.2 ton Heating Equipment Summary Cooling Equipment Summary Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R96VA0402317MSA Cond RA1630AJl NA AHRI ref 7501310 Coil RCF3621STAMCA AHRI ref 8443894 Efficiency 96 AFUE Efficiency 13.0 EER, 16 SEER Heating input 42000 Btuh Sensible cooling 19740 Btuh Heating output 41000 Btuh Latent cooling 8460 Btuh Temperature rise 40 °F Total cooling 28200 Btuh Actual air flow 940 cfm Actual air flow 940 cfm Air flow factor 0.039 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.86 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Fid- wrier 2021-Oct-2514:39:22 r -• Right-Suite@ Universal 2021 21.0.08 RSU30008 Page 1 sidence 1435 Willow Drive East Marion 11939.rup Calc=MJ8 Front Door faces: E Project Summar Job: Y Date: Oct 01,2021 System Z By: Michael Fauci 3' 1••..tt.a Energy Testing Services 1648 Locust Ave Unit E,Bohemia,NY 11716 Phone:631-244-9333 Email:mfauci@energytestingservices.com Proaect Information For: Daniel Christian Finne DBA Finne Contracting 1435 Willow Drive, East Marion, NY 11939 Phone:631-833-5578 Notes: Design Information Weather: Long Island MacArthur AP, NY, US Winter Design Conditions Summer Design Conditions Outside db 16 °F Outside db 86 'F Inside db 70 °F Inside db 75 °F Design TD 54 °F Design TD 11 °F Daily range L Relative humidity 50 % Moisture difference 31 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 14941 Btuh Structure 13246 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 14941 Btuh Use manufacturer's data n Rate/swing multiplier 0.91 Infiltration Equipment sensible load 12014 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 897 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft) 1405 1405 Equipment latent load 897 Btuh Volume (fP) 10535 10535 Air changes/hour 0.41 0.19 Equipment Total Load(Sen+Lat) 12911 Btuh Equiv.AVF(cfm) 73 33 Req.total capacity at 0.70 SHR 1.4 ton Heating Equipment Summary Cooling Equipment Summary Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R96VA0402317MSA Cond RA1618AJl NA AHRI ref 7501309 Coil RCF2417STAMCA AHRI ref 8443875 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 0.040 cfm/Btuh Air flow factor 0.045 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.94 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Ad- yurillgf! {�- 2021-Oct-2514:39:22 -»< Right-Suite@Universal 202121.0.08RSU30008 Paget sidence 1435 Willow Drive East Marion 11939.rup Calc=MJ8 Front Door faces: E Load Short Form Job: Date: Oct 01,2021 !Zre'4; :..•,,.q System 1 By: Michael Fauci Energy Testing Services 1648 Locust Ave Unit E,Bohemia,NY 11716 Phone:631-244-9333 Email:mfauci@energytestingservices.com Project Information For: Daniel Christian Finne DBA Finne Contracting 1435 Willow Drive, East Marion, NY 11939 Phone:631-833-5578 Design Information Htg Clg Infiltration Outside db (°F) 16 86 Method Simplified Inside db(°F) 70 75 Construction quality Average Design TD (°F) 54 11 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 50 50 Moisture difference(gr/Ib) 45 31 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R96VA0402317MSA Cond RA1630AJl NA AHRI ref 7501310 Coil RCF3621STAMCA AHRI ref 8443894 Efficiency 96 AFUE Efficiency 13.0 EER, 16 SEER Heating input 42000 Btuh Sensible cooling 19740 Btuh Heating output 41000 Btuh Latent cooling 8460 Btuh Temperature rise 40 °F Total cooling 28200 Btuh Actual air flow 940 cfm Actual air flow 940 cfm Air flow factor 0.039 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.86 ROOM NAME Area Htg load Clg load Htg AVF CIg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Recreation Room 815 3940 1051 153 49 Utility Room 273 1486 511 58 24 Ex. Bath 67 403 15 16 1 New Crawlspace 441 921 0 36 0 Dining Room 306 3117 2814 121 132 Living Room 208 3024 3584 117 168 Kitchen 367 2812 5821 109 273 New Foyer 189 2311 1231 90 58 Mudroom 90 1864 498 72 23 Bath 1 98 1041 836 40, 39 Bedroom 6 257 3277 3635 127 171 Bath 4 25 47 38 2 2 BR6 WIC 48 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. + vA►t°ightsoft" 2021-Oct-25 14:39:22 .....,•, ......�,�...,...,, Right-Suite@ Universal 2021 21.0.08 RSU30008 Page 1 ...sidence 1435 Willow Drive East Marion 11939.rup Calc=MJ8 Front Door faces: E System 1 3183 24245 20034 940 940 Other equip loads 0 0 Equip. @ 0.91 RSM 18170 Latent cooling 3146 TOTALS I 3183 I 24245 I 21316 I 940 I 940 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wriglhtsoft* 2021-Oct-2514:39:22 ....,..•,—w..,<...,,,.W Right-Suite®Universal 2021 21.0.08 RSU30008 Paget ..sidence 1435 Willow Drive East Marion 11939.rup Calc=MJ8 Front Door faces: E Load Short Form Job: �4 Date: Oct 01,2021 System 2 By: Michael Fauci 1 fir:° Energy Testing Services 1648 Locust Ave Unit E,Bohemia,NY 11716 Phone:631-244-9333 Email:mfauci@energyleslingservices.com Project • • For: Daniel Christian Finne DBA Finne Contracting 1435 Willow Drive, East Marion, NY 11939 Phone:631-833-5578 Design Information Htg Clg Infiltration Outside db(°F) 16 86 Method Simplified Inside db(°F) 70 75 Construction quality Average Design TD (°F) 54 11 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 50 50 Moisture difference (gr/Ib) 45 31 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R96VA0402317MSA Cond RA1618AJl NA AHRI ref 7501309 Coil RCF2417STAMCA AHRI ref 8443875 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 0.040 cfm/Btuh Air flow factor 0.045 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.94 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bedroom 1 218 2725 2371 109 107 131 Bath 110 1093 476 44 22 Bath 2 67 153 53 6 2 Bedroom 2 177 2487 2405 100 109 Bedroom 3 144 1331 1488 53 67 Hallway 113 257 90 10 4 Laundry 22 50 482 2 22 Bedroom 4 134 1246 1697 50 77 Bedroom 5 346 4654 3475 187 157 B5 Bath 73 945 708 38 32 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -> -wrightsoft- 2021-Oct-25 14:39:22 Jf�r�+�t , .•, .-. Right-Suite@ U niversal 2021 21.0.08 RSU30008 Page ...sidence 1435 Willow Drive East Marion 11939.rup Calc=MJ8 Front Door faces: E System 2 1405 14941 13246 600 600 Other equip loads 0 0 Equip.@ 0.91 RSM 12014 Latent cooling 897 TOTALS I 1405 I 14941 I 12911 I 600 I 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigih1s0ft, 2021-Oct-25 14:39:22 ., Right-Suite®Universal 2021 21.0.08 RSU30008 Page it+i 1 ...sidence 1435 Willow Drive East Marion 11939.rup Calc=MJ8 Front Door faces: E Manual S Compliance Report Job: G+ Date: Oct 01,2021 System 1 By: Michael Fauci Energy Testing Services 1648 Locust Ave Unit E,Bohemia,NY 11716 Phone:631-244-9333 Email:mfauci@energytestingservices.com Project Information For: Daniel Christian Finne DBA Finne Contracting 1435 Willow Drive, East Marion, NY 11939 Phone:631-833-5578 Cooling Equipment Design Conditions Outdoor design DB: 85.7'F Sensible gain: 20034 Btuh Entering coil DB: 75.0°F Outdoor design WB: 71.97 Latent gain: 3146 Btuh Entering coil WB: 62.5°F Indoor design DB: 75.07 Total gain: 23179 Btuh Indoor RH: 50% Estimated airflow: 940 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1630AJ1 NA+RCF3621 STAMCA Actual airflow: 940 cfm Sensible capacity: 24421 Btuh 122%of load Latent capacity: 4216 Btuh 134%of load Total capacity: 28638 Btuh 124% of load SHR: 85% Heating Equipment Design Conditions Outdoor design DB: 15.9°F Heat loss: 24245 Btuh Entering coil DB: 70.0°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Rheem Model: R96VA0402317MSA Actual airflow: 940 cfm Output capacity: 41000 Btuh 169% of load J Temp. rise: 50 °F Meets all requirements ofACCA Manual S. 1 40- Wrightsoft" 2021-Oct-2514:39:22 ......•,.�•�—�- T+-.,»., Right-Suite®Universal 2021 21.0.08 RSU30008 Page 1 sidence 1435 Willow Drive East Marion 11939.rup Calc=MJ8 Front Door faces: E Manual S Compliance Report Job: Date: Oct 01,2021 System 2 By: Michael Fauci . Energy Testing Services 1648 Locust Ave Unit E,Bohemia,NY 11716 Phone:631-244-9333 Email:mfauci@energytestingservices.com Project Information For: Daniel Christian Finne DBA Finne Contracting 1435 Willow Drive, East Marion, NY 11939 Phone:631-833-5578 Cooling • •Design Conditions Outdoor design DB: 85.7'F Sensible gain: 13246 Btuh Entering coil DB: 75.0°F Outdoor design WB: 71.9°F Latent gain: 897 Btuh Entering coil WB: 62.5°F Indoor design DB: 75.0°F Total gain: 14143 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1618AJ1NA+RCF2417STAMCA Actual airflow: 600 cfm Sensible capacity: 16757 Btuh 127°/x, of load Latent capacity: 1812 Btuh 202%of load Total capacity: 18568 Btuh 131%of load SHR: 90% Heating Equipment Design Conditions Outdoor design DB: 15.9°F Heat loss: 14941 Btuh Entering coil DB: 70.0°F Indoor design DB: 70.0°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 274% of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. t lwrightsoft' 2021-Oct-2514:39:22 .+,....a., ......��...,,.., Right-Suite@ Universal 2021 21.0.08 RSU30008 Paget ...sidence 1435 willow Drive East Marion 11939.rup Calc=MJ8 Front Door faces: E ResidentialPlans _ _ Review Form Form A e%k for HVAC System Design (Loads, Equipment, Ducts) RIPER I PX Cu saaasd Header Information Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Mike Fauci Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: or MJ1AE Form*(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision): 1435 Willow Drive,System 1 HVAC LOAD CALCULATION Design- oadit[ons Building__CoastructionlnformatLon Winter Design Conditions Building Outdoor temperature: 16 °F Orientation: Front Door faces East Indoor temperature: 70 of North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 24245 Btuh Number of bedrooms: 1 Conditioned floor area: 3183 ft2 Summer Design Conditions Number of occupants: 6 Outdoor temperature: 86 °F Indoor temperature: 75 'F Windows Root Grains difference: 31 gr/Ib @50% RH Eave overhang depth: 1.0 ft Sensible heat gain: 22088 Btuh Internal shade: blinds Latent heat gain: 3468 Btuh Blinds,drapes,etc. nepu+ WlnCax Total heat gain: 25556 Btuh Number of skylights: 0 EQUIPMENTHVAC • 41 Heating-F-q_uipment-D-ata Coling Es tlipment Data BloweT-Data Equipment tpe: Gas furnace Er�uipment type: Split AC Heating cfm: 940 urnace,Healpump,Boiler,etc. it Conditioner,Heat pump,etc. Cooling cfm: 940 Model: Rheem Model: Rheem Static pressure: 0.60 in H2O R96VA0402317MSA RA1630AJ1 NA+RCF3621 STAMCA Fan's rated external static pressure for design airflow Heating output capacity: 1000Btuh Total cooling capacity: 28638 Btuh Heat pumps-capacity at winter design out oor conditions Sensible cooling capacity: 24421 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 4216 Btuh HVAC DUCT DISTRIBUTION SYSTEM DESIGN (IRC M1601.1) Design airflow: 940 cfm Longest supply duct: 0 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 0 ft Trunk duct: Total device pressure losses: -0,3 In H2O Total effective length(TEL): 0 ft Available static pressure(ASP): 0.25 in H2O Friction rate: 0 in/100ft Branch duct: Sheet metal Friction Rate=ASPa(TEL x 100) I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved - *Home qualifies for MJ1AE Form based on Abridged Edition Checklist -FidwirrlghtsvfV Right-Suite®U nivefsal 2021 21.0.08 RSU30008 Residential — Revieworm Form o ASystem Design o'dEquipment, Ducts) 15 Mar 09 ploww ie9UrEaSMedhseta Header Information Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Mike Fauci Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: or MJ1AE Form*(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision): 1435 Willow Drive, System 2 HVAC LOAD CALCULATION ,0 Design Qonditbm Bstildina C-onsfrta_ction-Wonnation Winter Design Conditions Building Outdoor temperature: 16 °F Orientation: Front Door faces East Indoor temperature: 70 of North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 14941 Btuh Number of bedrooms: 5 Conditioned floor area: 1405 ft2 Summer Design Conditions Number of occupants: 1 Outdoor temperature: 86 °F Indoor temperature: 75 °F Windows Roof Grains difference: 31 gr/Ib @50% RH Eave overhang depth: 0 ft Sensible heat gain: 14604 Btuh Internal shade: none t drapes,rapes,ec. Ea+ro Latent heat gain: 989 Btuh Blinds, Qepffi W-1- Total heat gain: 15593 Btuh Number of skylights: 0 EQUIPMENTHVAC • 41 Heating EauinrnentData Gooling-Eg 'pment-Data BlowenData Equipment type: Gas furnace Equipment type: Split AC Heating cfm: 600 Furnace,Heat pump,Boiler,etc. Air Conditioner,Heat pump,etc. Cooling cfm: 600 Model: Rheem Model: Rheem Static pressure: 0.60 in H2O R96VA0402317MSA RA1618AJ1 NA+RCF2417STAMCA Fan's rated extern I static pressure for design airflow Heating output capacity: 1000 Btuh Total cooling capacity: 18568 Btuh Heat pumps-capacity at winter design out oor conditions Sensible cooling capacity: 16757 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 1812 Btuh DISTRIBUTIONHVAC DUCT •1 Design airflow: 600 cfm Longest supply duct: 0 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 0 ft Trunk duct: Total device pressure losses: -0,3 in H2O Total effective length(TEL): 0 ft Available static pressure(ASP): 0.25 in H2O Friction rate: 0 in/100ft Branch duct: Sheet metal Friction Rate=ASP=(TEL x 100) I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved - *Home qualifies for MJ1AE Form based on Abridged Edition Checklist >� wrrgFwviT# - --•^-�.>-�-- Rig ht-Su ite®Universa1202121.0.08RSU30008 w � FIELD INSPECTION REPORT DATE COMMENTS CEJ FOUNDATION(IST) c y ------------------------------------ FOUNDATION (2ND) , ROUGH FRAMING& PLUMBING y �' T• INSi:LATION PER N.Y. STATE ENERGY CODE -r A FINAL ADDITIONAL COMMENTS01 S 4- rL a 5 1plov ec z. b YVI&.o l �j � z Al cD d r� t� y r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL ' Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 - Planning Board approval FAX: (631)765-9502 Survey Southoldtownny.gov PERMIT NO. "l "lZ , 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 y AR Contact. Approved 20 Mail to: VJF4 ., St4^( L*5su_ Disapprove a/c � fAS�/IIiCI� ZK Sf)clslimt.� Phone: Expiration .20 Buil i spect APPLICATION FOR BUILDING T Date -2rt 20 7-0INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuanceor has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance ofthe 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. (Signa f applicant or name,if a corporation) SA-3-1Z A5- (Mailing address of applicant) State whether applicant is owner, lessee,agent,architect, engineer, general contractor,electrician,plumber or builder Name of owner of premises V. If a 'c i (As on the tax roll or latest deed) orporation, signature of duly authorized officer e and title of corporate officer) Builders License No. tJ A, Plumbers License No. Electricians License No. Other Trade's License No. 1- Location of land on which proposed work will be done: 7�,� House Number Street Hamlet County Tax Map No. 1000 Section Block b�`� Lot 0� Subdivision NX Filed Map No. N)V Lot NA, 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 3�S¢�� '�vet_ — q0 b. Intended use and occupancy R,as, q aA T f At,_ 3. Nature of work(check which applicable):New Building Addition X Alteration_ _ Repair Removal Demolition Other Work- 4. Estimated Costo0z Fee (Description)•�soa (To be paid on filing this application) 5. If dwelling,number of dwelling units /A- Number of dwelling units on each floor LAS If garage, number of cars 2- 6. 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. N A 7. Dimensions of existing structures, if any:Front -SZ-2 Rear SZ'2" Depth 94 Height 05' (o Number of Stories Z 1 u i u Dimensions of same structure with alterations or additions: Front 8(a-2 Rears`Z Depth 51n° Height ZS=P" Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot:Front ���.`T5 Rear �Zt��q$� Depth (9) Z I�� 10.Date of Purchase_ Lq Name of Former Owner 11.Zone or use district in which premises are situated F—A-%r MyaL Oj 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO >e 13.Will lot be re-graded?YES NO X Will excess fill be removed from premises?YES NO /, 16137 r-L.A gri2 14.Names of Owner of premises UAB ",vaCi z Address ISR-t w-'5A Phone No. 5l6'Z t Z-`t'i I Name of Architect 0g,,- bg-;stc m Address-(.s Zhsr,+ iwkit LJAPhone No G3,1-y33-gdb'( Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO X *.IF YES, SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland? *YES NO }� IF YES,D.E.C.PERMITS MAY BE REQUIRED. 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 S;cF1aLkC- Kewc.-- being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the MEAP—, (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn t�before me th's day of f W2-0 TRAC DWYER STA OF NEW YQR Notary Pub1i NO,01 DW6306900 Si afore of Applicant QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,20� From: Dania K S danial<l<s@cgmail.com Subject: Check to see if it is correct, please Date: Feb 27, 2020 at 12:50:58 PM To: Brett Kehl Ssbn654@optonline.net j 0�rV t���LQ��� b�P�e�rh�,1•t i A 1111101tiZATI0N (N%'tocrc IN,ApjOie mtl is 1101 t c Otis-I-) 4.% (1'rinl trrOperry�r�ticcr's i3aistc) — - (:taiting;AMre3.Ll rc�lo llcreby autlioriac 77A 'O! (Agent) t�` (�11 li Qq'Y , '•, ) to apply for varian c(S)on rely bchalf from the Southold ii -llc�curr# p - `?"a (Utivatcr s '1� aturc.). (Print Owner's Name) g 4, w " ve— a.�� tjy d t q BUILDING DEPARTMENT- Electrical resp DVE TOWN OF SOUTHOLD LJ PD Town Hall Annex- 54375 Main Road - OxJ1119 o .' �Z1 � a 2020 . Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 a rooerr(�,)southoldtownn ov - seandP-southo dt� LD --717 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 7 - 2 D - Zo Company Name: �C Name: --V ti c ems' License No.: Ll 7 -P-3_n email: S C, I e c.4, r . Address: fJ / -7 i Phone No.: JOB SITE INFORMATION (All Information Required) Name: S (-�-1 w.q_r- TZ Address: 1935 o t,/ --- M 4-t Cross Street: Phone No.: (q ,2 - (o "L 61- Bldg.Permit 1-Bldg.Permit#: V f Z fr>Z email: Tax Map District: 1000 Section: 5 Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) w�Tl n t_ .o f4/ G.- Circle All That Apply: Is job ready for inspection?: YES ' Rough In Final Do you need a Temp Certificate?: do ' NO Issued On - - - � Temp Information: (All information required) Service Size Ph 3 Ph Size: 3 6 O A #Meters Old Meter# New Service - e Reconnect- Flood Reconnect- Service Reconnected - ndergroun Overhead # Underground Laterals 1 H Frame Pole Work done on Service? Y N Additional Information: p PAYMENT DUE WITH APPLICATION Request for Inspection Formals " �UCJ �� 1 G�.4 BUILDING DEPARTMENT-Electrical Inspector y = TOWN OF SOUTHOLD Gy �� Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 Telephone (631)765-1802-FAX(631)765-9502 Temporary Certificate # I Date OB — 31 2020 Customer Name ( Electrician Name fj Address hone2L C1 e-mail e-mail Phone 3 _ oZ 3to License# 3 E Size 3OD A Phase _Overhead Underground X #of Meters _t Remarks #of Underground Laterals 1 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 veriticat n is valid for 0 da m the date o a. Authorized by !/�� ,fo � •.� - BUILDING DEPARTMENT- Electricals ` �► ' TOWN OF SOUTHOLD .� Town Hall Annex-54375 Main Road.- ox 7 Southold-, New York 11:971-0959 ��1 a 2020 + Tele hone 631 765-1802 - FAX P ( ) (63.1).765.9.502 ..ro err southoldtow. n ov sand ho"IAWR APPLICATION FOR ELECTRICAL INSPECTION' :ELECTRICIAN INFORMATION (Ail Information Required) 'Date:: ompany Name: Name: License No..: y 7 a 3_n4 email: Address:. o• ..�.. .... .. .�.. / l Ste.►.. f ;,Gu✓► Phone No.: JOB SITE -INFORMATION (All Information Required) Name: . �-.L1.. Address:..._.: m : Cross Street: . Phone"Nair.: BIdg.Perr>att1 :.^f:..: Z onaiF:: Tax`Ma District: �:QO ' . coon: Block: :.. Se... .:.:... .... Lot; . ; BRI:EF°DESCRIPTION"OF". WORK:(Please:Print Clearly) f tp►Tj�_� f - 13-air a Alh That Apply: Is job ready for inspection?: YES O Rough In Final _. ..�A._...._.-_ _.....__-...-_...._ _ -- _. ___. .... _._._.....- _ Db you need a Temp Certificate?: E . J NO Issued:On.. - Temp Information (All information-required) _.__. :_ .....Senrice Size_.. .;f'h- 3:Ph .__. . . .:Size: 3.6. . .A. #'M,eters, . . . Old Metet#: _..: -........:...:....._. .. _._...__. .. :Ne:w:7Ser�vice- e.Reconnect: Flood Reconnect- Service.Reconnected:- ndergrou ""Overhead #Underground Laterals 1 H Frame Pole Work done on Service? N Additional_Information:" _ .. _. .. PAYMENT.DUE.WITH APPLICATION �\ Request for Inspection Form.xis PERMIT# Address: ���1� J •"� ' Switches Outlets GFI's Surface J Sconces HH s44 UC its 1`l�` r�S Fans �1 1 Fridge HW . .r.. - Exhaust 4 Oven Y W/D Smokes DW � Mini 4 � Carbon " Micro ene or; Combo . . _.. ..._ -Cooktop . .:.Transfer" . AC AH Hood Service Amps Hav Used Special:.. . r. Comments: j r 1 t /\0 - Y FFQ Scott A. Russell ,��°§` t� STOKMWA\TIE , SUPERVISOR AMIA NA\GIEMIENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 119710 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) ` DOIJS THIS PROJECT INVOLVE A1`T'Y OF THE FOLLOWING: � I Yes No (CHECK ALL THAT APPLY) I ❑ 5❑ 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 i within any parcel or any contiguous area. i I , C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑® E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ®❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square i feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes LIL in-kind replacement of impervious surfaces. j If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. j APPLICANT: (Property Civner.Design Profession gent ontractor.Other) I S.C.T.M. 1000 Date_ I` District NAME: �� ,� �, K�a�L Z2 ®S 009 09--2-7-20 ?�Wk aj j� — Section Block Lot 1 ****FOR BUILDING DEPARTMEN USE ONLY**** I Contact Information ?ekpFarc\umbrci c Reviewed By Property Address/ Location of Construction Work: _ _ _ — — — — — ate_ - Approved for processing Building Permit. ' Y3� llama ��o Ari l"�R�:ort I ❑ Stormwater Management Control Plan Not Required. I x1.11. - - — — — — — — — — — — — — - - Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review)Lf � FORM SMCMY 20 P-TOS A14 — s APPLICANT: S.C,T.M. #: 1000 CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) — �5wql- 22- os- oq a Stormwater Management Control Plan CHECK LIST NAME: �S� ,QQ//' 3"-,I- �, 149 K 1— Section Block Lot �' x S M C P -Plan Re uirements: Provide ONE co of the Building Permit A lication. (�QLar/"�Y q PY PP Date: � * The applicant must provide a Complete Explanation and/or Reason for not providing 631-x/33-4e8o as O2—Z9—'�p 1 �� all Information that has been Required by the following Checklist! I. A Site Plan drawn to scale Not Less that 60' to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: YES NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries 00 b. Total Site Acreage. ©00 c. Existing - Natural & Man Made Features within 500 L.F. AZff ASSE,#JT I N 7 iVE-_ LAPaoP_.30-� of the Site Boundary as required by§236-I7(c)(2). ® l HSS \jGfMe►-lT �s Fu U-4 tsetj S uoPF_6 d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. ®== e, Limits of Clearing & Area of Proposed Land Disturbance. E�]C]� Nis I's /� f?n�-��C�STI1� �oUS TO RIF- i��lzalo� f. .Existing & Proposed Contours of the Site (Minimum 2'intervals) tiz LLE4 ),.A O g. Location of all existing & proposed structures, roads, CoLk4;k'zs of-- P_'VfEcr � E LF_Vj -T i p VJS driveways, sidewalks, drainage improvements & utilities. 'T i% LASS .114 a PE - —00-r h. Spot Grades & Finish Floor Elevations for all existing & �® )NC,Q �s _L-F--d 4T�bPJ ave t}�. r-464., proposed structures, � •� i2 AL4 �F_ A.2 t' 'toP�TY I_lnl,6_ I. Location of proposed Swimming Pool and discharge ring. J. Location of proposed Soil Stockpile Area(s), 0O k. Location of proposed Construction Entrance/Staging Area(s). I. Location of proposed concrete washout area(s). 0 V[Ns 1y 0 kST j r� k)okiE Lf-k U_ STf-P, Fn. Location of all proposed erosion&sediment control measures. O 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch 0 rainfall/storm event. 3. Details&Sectional Drawings for Stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion & Sediment Controls, >< 0O b. Construction Entrance & Site Access. © ' c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) ®�O d. Leach ing Structures (e. . Infiltration basins,swales,etc.) F()R. ENC;INI EKING DEP AR"I'MENT USE ONLY� * i ❑ Additional Information is Required. Reviewed & I ❑ Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — - - — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: I SMCP has been approved by the Engineering Department. I. FORM * SWCP Check List -TOS MAY 2014 Town Hall Annex 54375 Main Road ~f r,' a". Telephone(631)765-1802 P.O. Box 1179 r` Fax(631)765-9502 Southold, NY 11971-0959 d BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 0 2- 27- 20 Owner: k�.A,,,,r, Y-r S CaWAI�..{, Z Location of Property: 1.9 3!S- , ow `��v E67ET MA? o,.4 IVB.•( Please take notice that the (check applicable line): New commercial or residential structure X 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) XI Pre-engineered wood construction (PW) X Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) 1C Floor and roof framing (FR) Signature: j Name (person submit ing this form): Capacity(check applicable line): Owner X Owner representative TrussReg15.docx Effective 1/1/2015 OF SO(/Tyol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Ol iQ BUILDING DEPARTMENT January 24, 2022 TOWN OF SOUTHOLD Schwartz, Dania 1617 N Flagler Dr West Palm Beach, FL 33407 RE : Blower door calculations of ACH()-50, I is required. TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. n X Final Survey with Health Department Approval. — c I d Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer Spray Foam Insulation certification from a NYS licensed architect or Engineer BUILDING PERMIT: 44782-Z Addition/Alteration Bunch, Connie From: Dania KKS <daniakks@gmail.com> Sent: Tuesday, September 19, 2023 11:49 AM To: Bunch, Connie Cc: John Condon Jr. Subject: Approval from SCHD for CO Attachments: SCDHS Approved Final Survey(4).pdf Hi Connie, Please find attached the Suffolk County Department of Health approval for my house at 1435 Willow Drive, EAST MARION, NY. SCHD#R-20-0236 I am submitting it to you to close out my building permit and to receive my Certificate of Occupancy. My winter address is 1617 N. Flager Drive,5-A West Palm Beach, FL.33407 If you can possibly send it there. If it has to be sent to the EAST MARION address,that is fine. Please let me know if there is any further information you require. Thank you, Dania Kier Schwartz Cell: 561-212-9991 ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 Af SANITARY NOTES: N sT ' 1. SURVEY BY PECONIC SURVEYORS,PC N, DATED DECEMBER 24,2019. NEXISTING SEPTIC TANK TO BE U� 2. 6 BEDROOMS ARE PROPOSED FOR THE e e C PUMPED DRY REIIN U, RESIDENCE. ACCORDANCE WITHTH THE SCDHS STANDARDS 4. TOTAL LOT AREA AREA=40,226 S.F. PROJECT \ SF RESIDENCE Y o SF RESIDENCE LOCATION s \ CONNECTED TO WELL BpX 3*e CONNECTED TO WELL 5. EXISTING TOPOGRAPHY REFERENCES THE 22�05�08 \\ Et �, ®Itt7L NAVD'88 DATUM. SGZM 1�Vol $ \ } V WE150+ Z 8'0 X 12'DEEP EXPANSIO CF �O LL \ LEACHING POOL -O \ L MP SF RESIDENCE ROPOSED WELL #, P ST CONNECTED TO WELL ,.E PROP.WATER$ 0 ,, �,Z.1¢Z SERVICE Q 5® p O� INSTALL DRY PIPE TO EXPANSION N' �' ra o ' .• `-DT 9 00 cOPs...�1 oR,��P�. osr CAP OFF IPOOL DER DRIVEWAY NSIDE SEPTIC TANK AND 'O 750 PSP O �� Op AT END OF PIPE �)�O ^. – - C4 D LAl�� 0H1 l) O F tea11 / Rk N 8 <� A EX.8'0 X 17 DE EP , �` LOCATION MAP LEACHING POOL 1'=600' � ROP NIS '�...� o+'"�xnN� e � w,`,s a,j•, r. gs I N 8'0 X 12'DEEP LEACHNG POOL q�w �, N�70 NkN 4"0 CROSSOVER PPE C'` BETWEEN LEACHING POOLS - �r•, �� Za�D , 11ld,TER Lire (7) "fi t�7 �r IRyCPE^ ,.] ul' -IdE D _ s ---- -�—f----- ---f ` ��rr G' wig' '_ FMIN. tt• \ oeo� EX.U.G.ELEC. ,`; �jt'� L1FFCILK COON i�' DEPT. OF E' �.!TH 'SE-PZ�ICi.G EX.WELL TO BE �R p SERVICE (i'� .. I P'd F: l s,►v C%, C.s' r s 'r / ABANDONED SN � TEST HOLE DATA To CALL �:�C��r,rt, � �•�t(�c ^ E�-P°� "ONALD GEOSCIENCE _ NGS 40 g 11/25/2019 y =c Q PROPANE-19JZ P�4 EL. 36.5' �.... ... ._...c., _ - .• _ �r.t..-s_ TANKS `LP - DARK BROWN C^,2:1 �Q tits LTJ LOAM OL1�. .s o. 2,000 GAL.10'0 X 4'DEEP __.____-. . _ LZONO PRECASTSEPTICTANK -'— -- _. ___,.___._.._._._._._._...__...__.___ 7+ L i0M BROWN CLAYEY SC \• Z� tW 0 ' w-1„}. n~`�./'I...+: a.+`.. a.r_ .... Y t ,..... -.., e✓n -.. �'f� ., 01 �Go yy' ,oP� �O Or 5 SGS SF RESIDENCE , y 'T p CONNECTED TO WELL BROWN FINE TO "s r .'.V COARSE SAND WITH _ SITE PLAN 5-10% GRAVEL SW ;:'` ,;` " — �( •CSM' _.,,. .._....._Mw .�� ._�. SCALE:1"=50' 1 �' F.F EL.39.0 CLEANOUT WATERTIGHT FRAME 8 COVER W/ i MORTAR FROST APPROVED LOCKING DEVICE CONCRETE COVER _„ T._>_. ' r r 4,. r. L I W ty'L ,r ..... , r CONCRETE COVER PROOFING 24"0 PRECAST CONC.RISERBELOW GRADE 1T BELOW GRADE �GEEL6.0 RINGS(12'MAX HEIGHT) GRADE EL.35.0 "x" 1'min. NOTE NO WATER ENCOUNTERED TRAFFIC BEARING SLAB—� r 24" 20' PVC WASTE LINE 2'Max 4'SANITARY WASTE PIPE �o PITCHY,INCH PER FOOT TRAFFIC BEARING SLAB ELEVATIONS REFERENCED TO NA VV 88 Health Department Approval Stamp PITCH 114 INCH PER FOOTJ ` INV EL.32.8 INSTALL DUMMY RINGS AS NECESSARY TO Plans are prepared by Condon Engineering,P.C.It is a violation of the New Yak Stda Education Law,Areae las, INV EL.33.5 INV EL.33.3 c INV.EL.32.4 d Section 7209,for any person unless acting under the direction of a licensed Professional 10'MIN. °O 31' 8'MIN. 4' w BRING PROPCSED STRUCTURE TO GRADE Su to alter an dem in an w R an item bean the seal of an E Engines,Architect is Lad g o r� r way. Arg �rrea,Arcnitect,a Lara Surveys is ekered, 4" J EL.28.5 ,i ALL LEACHING POOLS SHALL BE PLACED IN the altering Engineer,Architect,or Land Surveyor shall affix to the Rem histher seal and the notation'Altaed W folowed RR � = w ACCEPTABLE LEACHING SOILS AS APPROVED BY THE SUM 1000-22-5-9 by his/her signature and the data of such alterations,and a specific description of the alteration. 8'DIAMETER BAFFLE WALL V DIAME' R w a a SCDHS. IN THE EVENT POOR LEACHING MATERIAL IS SCHWARTZ RESIDENCE EL. .8 � o ENCOUNTERED,EXCAVATION IS TO BE CONTINUED Condon Engineering, P.C. PRECAST SEPTIC TANK DETAIL g 9r LEACHING POOL DE TO SUITABLE MATERIAL AND BACKFILLED AS SCALE: 11435 WILLOW DRIVE HIGHEST EXPECTED GROUNDWATER ELEVATION 11.2(USGS WELL NO.S53331.1) DETAILED. CUTTING RINGS MAY BE REQUIRED. Drawn by.JJC 1755 Sigsbee Road EAST MARION,NY Matfituck,New York 11952 PM1 SANITARY SEPTIC SYSTEM PROFILE 4"0 CROSSOVER PIPE BETWEEN LEACHING POOLS 0ab:1/1�0� (631) w.cond6engine dng.c1Fax NOT TO SCALE v10/2020SCDHS COMut. www.COnd°fleflglfleellflg.com SANITARY PLAN A,f• SANITARY NOTES: K 1. LP qC� SURVEY BY PECONIC SURVEYORS,PC IN\ Sr U DATED DECEMBER 24,2019. \I LP 2• 6 BEDROOMS ARE PROPOSED FOR THE t+ t c� RESIDENCE, PROJECT \ ° 4. TOTAL LOT AREA AREA=40,226 S.F. LOCATION \ SF RESIDENCE00 SF RESIDENCE \ CONNECTED TO WELL soxn yk.e' % CONNECTED TO WELL 5. EXISTING TOPOGRAPHY REFERENCES THE s au NAVD'88 DATUM, �N SCteA$ LQT�B \� 1', tee, + �r p0 f�p�OR r7 WED 1501* Z �' LEACH NG POOL 8'0 X 17 DEEP EXPANSIO 0�0 SF RESIDENCE 0 LAMP -A POST y ROPOSED WELL CONNECTED TO WELL y �p ,E PROP.WATER N'2.1¢'20 SERVICE } EL .5'0 "' rrC sn 0 G Y " �, EXISTING SEPTIC TANK TO BE 7O � e' � .�•• X019 �t oRtQ�.• OST � PUMPED DRY REMOVED IN ISO, SPt{ pe ° ACCORDANCE WITH THE $ D 1A�3o " �a o�r o SCDHS STANDARDSLo @14 �R:. y< � EX.8'0X12'DEEP ` LOCATION MAP y = N e� LEACHING POOL 1"=600' e'0 X 12'DEEP LEACHING POOL ¢ c - _ e ----------i-------- ----e o n EX.WELL TO BE DW neo EX,U.G.ELEC. ABANDONED o SERVICE tBR SNE. tea. TEST HOLE DATA McDONALD GEOSCIENCE 0� 11/25/2019 Q PROPANE• TANKS Q EL. 36.5' o sr DARK BROWN 2,000 GAL.10'0 X 4'DEEP 1' LOAM OL VA PRECAST SEPTIC TANK 0 BROWN CLAYEY SC "PC) -1rfi.7� NO �ON p titi�p�'1p 3' 7Syyy lop SF RESIDENCE CONNECTED TO WELL BROWN FINE TO SITE PLAN COARSE SAND W M 5-1OX GRAVEL SW SCALE:1"=50' waL F.F EL.39.0 CLEANOUTWATERTIGHT FRAME&COVER W1 MORTAR FROST APPROVED LOCKING DEVICE CONCRETE COVER CONCRETE COVER PROOFING 24"0 PRECAST CONC.RISER BELOW GRADE BELOW GRADE G EEL 37.0 RINGS(12"MAX.HEIGHT) GRADE EL.35.0 17' t'min I'min. NOTE. NO WATER ENCOUNTERED LTRAFFIC BEARING SLAB 2'M 20° PVC WASTE LINE 2 Max 4°SANITARY WASTE PIPE z PITCHY INCH PER FOOT TRAFFIC BEARING SLAB ELEVA77ONS REFERENCED 70 NAM 88 Health Department Approval Stamp PITCH 114 INCH PER FOOT ' z INV EL.32.8 INSTALL DUMMY RINGS AS NECESSARY TO ��OF NEy, 4 Plane are prepared by Condon Engineering,P.C•It Is a vlolation of the New York Stale Educdtlon Law,Ardde 145, INV EL,33.5 INV EL.33.3 INV•EL.32.4Q` / Section 7209,for any person unless acting under the direction of a licensed Professional Englneer,Architect,or Land 10'MIN. �g m 31' 8'MIN. 4" BRING PROPOSED STRUCTURE TO GRADE l7 5 H 0, Surveyor,to alter any Item In any way.If an Item beedng the seal of an Engineer,Arrhltect,or Land Surveyor Is altered, 4" = rN ALL LEACHING POOLS SHALL BE PLACED IN the altering Englneer,Archlted,or Land surveyor shall affix to the Item Nether seal and the nolation'Altered by followed EL'28.5 ACCEPTABLE LEACHING SOILS AS APPROVED S CT : 1000-22-5-9 by hlsrher signature and the dale of such slterations,and a speciflc description of the alteration, BAFFLE WALL V DIAMETER 8'DIAMETER SCDHS. IN THE EVENT POOR LEACHING MATER LIS SCHWARTZ RESIDENCE PRECAST SEPTIC TANK DETAIL Z EL.19.8 ENCOUNTERED,EXCAVATION IS TO BE CONTIN �- S A S HOWN Condon Engineering, P.C. LEACHING POOL DETAIL TO SUITABLE MATERIAL AND BACKFILLED AS n 11435 WILLOW DRIVE HIGHEST EXPECTED GROUNDWATER ELEVATION 11.2(USGS WELL NO.S53331.1) M DETAILED, CUTTING RINGS MAY BE REQUIRED. JC 1755,New a Road EAST MARION NYPol SANITARY SEPTIC SYSTEM PROFILE Matti-198, (631)2 8.2652 ' $�9�2 (631)29&1966(631)298.2651 Fax NOT TO SCALE doO! cot t 0 www,condonengineeting.com SANITARY PLAN � j./t.' /:�'ilii/�iiil�j..�'t'%//%;���i,,���;'� i, •,:: FB--HR so 1' 74.6' SITE PLAN OF EL•3 e : - 1 S-$ \ A EL,35,5' ,05'x, D AN IA KIER SCHWARTZ KEHL DESIGN ASSOCIATES LLc E T X'ISTING � residential & commercial design o consulting No AND PROPERTY WITHG• P0.Boz 1675 Phone: 16311 433-9084 , Southold,New ewYork 11971 E-Mail: ssbn654@optonline.nef \�G�, ��� o s PROPOSED ADDITIONS SAN pNN �\ � �/ Kehl Design Associates,LLC o formerly D A K Associates,LLC � SITUATED A T �G --- -- - - - - --- ------ --- ----- _- - G o - OWNERSHIP & USE OF DOCUMENTS: o: PSN �FCNCC�e,C �SMP�GN Opp' 5����� These drawings and specifications includingthe 14 3 ' WILLOW ILLO V V DRI !/ E ideas, design ran gn and arrangements represented �g �,ti �p• ���( ,`p 9 P therein, are thepro ert of KEHL DESIGN AST MARION , NY. 11939 ASSOCIATES, LLC. No pot thereof shall be _`('.�� 'N`� copied, disclosed to others or used in connection ♦• /O N�N`�. .�F" ,�`r, 2 TE HOL S' Nv �` TO V'J N OF S 0 U T H 0 L D with an work or project other than for which Y P J �yVPy S G /y they have been prepared without written consent. N�2 os�oo�G `jO h F� e'a�r o� � �s SUFFOLK C® UNTY, NEW YORK NJ a� Q�G o S.C . TAX No. 1000_22 05 09 REV: J / `\ X SCALE 1 99=20' PREPARED ON FEB. 29TH 2020 EL.4p'0' J Bya�r � DECEMBER 24, 2019 J L ^ �� gyp. s���✓� ��, ���� R 0 0 F RUN 0 F� SITE PLAN DRAWN ON FEBRUARY 29, 2020 226 S.F. \�0� � 9c o�oo�,-��- 0 1��(�,I`j, DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS TOTAL LOT AREA 40,226 S X '\� OR 0.924 ACRES �2pi �p�P ! C�°�� RUN OFF FACTORS ASPHALT = 1.0 ROOF = 1.0 � `� �X ,'-o" DEEP POOL x 4' DIA ==12.58 cu.ft, per vertical ft. EXISTING TOPOGRAPHY REFERENCES T H E V-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. a �p �h ��- �y O� j V-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. N AV D '88 DATUM , n ' 2 O 0�e a o?o p� �� o -0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. VV v-^ vvv TEST HOLE DATA �� Pb�� G9���� `�� ��f a '�► ROOF AREA = 3422 sg/it McDONALD GEOSCIENCE CAT V= A x R x c SWIMMING POOL TO BE PROVIDED WITH A �o '� yI'll o BAS A= 3422 sq/ft DRY WELL CAPACITY OF AN 11-25-2019 o �'� % asp PITC �r A�1, �� a• 9pya�j PROP D DRIVEWAY R =2" RAINFALL= .11 ft 8'-0" DIA.X 4'-0"DEEP POOL C=COEFF. = 1.0 EL.36.5' Oma' �y�� 'J % o� 12"ADS EL. V= 3422 z 1 z.166667=570.33 C.F. STORM WATER POLLUTION PROTECTION PLAN: DARK BROWN - � ``�o PIPE o�Q, 6' Q�°`�� °SPS 510.33/42.25 VERTICAL FT. /FT= 13.5 V.F. SITE DESCRIPTION EL.35.5' 1' LOAM OL �� � �1 0 G°��Ghap� USE(4)8' DIA POOL 4'-0"DEEP= 16 V.F. WORK NOTES: 0507' OR THE CONSTRUCTION THAT IS TO TAKE PLACE WILL INCLUDE THE FOLLOWING: 34./ �� Po�C QQ��° Vl; \�\J EL 510.33/22.3 VERTICAL FT./FT= 25.58 V.F. BROWN CLAYEY SC �y `� ��/ USE(4)6'DIA.POOL 7'DEEP= 28 V.F. (1) CLEARING OF SITE IN AREA OF CONSTRUCTION. ;� R POOLS TO BE PLACED ON OPPOSITE SIDE OF (2) REMOVAL OF EXISTING STRUCTURES THAT ARE LOCATED IN THE CONSTRUCTION SITE. EL.33.5 3' y �o�ot N S�'\�t/ HOUSE AND/OR LEADERS TO BE PIPED TO (3) REMOVAL OLD SEPTIC TANK AND REPLACED WITH A NEW 2000 GAL, SEPTIC TANK. P�°`Y�°�o�IS%, $'X4 6' �`�� e� \� POOLS(1/2 OF THE ROOF TO DRAIN TO EACH (4) INSTALLATION OF NEW LEACHINS POOL BROWN FINE TO o�`�Sc°��'�; � �Ji POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC (5) CONSTRUCTION OF NEW ADDITIONS �V °OF �� (�p0 LOCATION �\Sy, O�Q O / (� SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). (6) CONSTRUCTION OF DRIVEWAY COARSE SAND WITH Post %q ALL`� `•'� ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA (7) CONSTRUCTION OF STORM DRAINAGE COLLECTION AND RETENTION SYSTEMS TO 5-10% GRAVEL SW WHERE TRAFFIC IS TO BE PRESENT. ooP 9J / RECHARGE THE RUNOFF FROM A 2" RAINFALL. R o IF A MULTIPLE POOL SYSTEM IS USED AROUND THE (8) INSTALLATION OF NECESSARY PUBLIC UTILITIES 4� NOT FO R HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL GRPOS �0WEL $X4 F BE DIVERTED TO EACH POOL. ALL CONSTRUCTION AND IMPROVEMENTS TO CONFORM TO ALL STATE, COUNTY AND LOCAL CODES. POOLS TO BE INSTALLED � MIN. OF 3'-0"ABOVE CONSTRUCTION GROUND WATER. 1<16 4, GENERAL SEQUENCE OF SITE ACTIV;TIS:EL.19517' S USE UNLESS NOTE: NO WATER ENCOUNTERED ELEVATIONS REFERENCED TO NAVD 88 A0,o0��s, ��,��' (1) HAY BALES OR SILT BARRIERS ARE TO BE INSTALL AROUND THE PERIMETER OF THE CERTIFIED BY A of JF 99 99 r- (2) CIL ARIINGTE TO P DOEBRIS• ANDE DSICONS RUC ION nN, DEBRIS WILL BE REMOVED FROM SITE IN AN PROFESSIONAL G POOL- PATI 0 ASPHALT A ARE EXPEDITIOUS MANNER Q ��g �� (3) ROUGH GRADE WILL BE ESTABLISHED MAINTAINING ALL RUNOFF ON SITE ENGINEER DRAINAGE & ROOF RUNOFF NOTE AVD CALCULATIONS DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS (4) ALL TOPSOIL AND BACK FILL MATERIAL IS TO BE STOCK PILED AWAY FROM WATER AND � !� SWIMMING POOL TO BE PROVIDED WITH A 90 6:2' Js - COVERED WITH TARPS TO PREVENT RUNOFF. LOT#9 COVERAGES DATA 11 i DRY WELL CAPACITY OF AN RUN OFF FACTORS ASPHALT = '.0 , ROOF = 1,0 RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 T-0"DIA. X 4'-0'DEEP POOL p, ��11'-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. 1'-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. (5) ININSTALLATION DEO IMMEDIATE WELLS STORM DRAINS GUTTER SYSING CONSTRUCTION NST U ONCE OF OF IBSUI INSTALLED THIS i 1'-0" DEEP POOL x 6' DIA. = 2.3 cu.ft. per vertical ft. 1'-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. Lot Area = 40226 sqft/ .924 Acres, 20% Max lot coverage = 8,045 sqft �p� � � o��oo� 1'-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. 11'-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. AND TO INSURE MAXIMUM CONTAINMENT. \O� 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. (6) INSTALLATION OF ANY UTILITIES REQUIRED. 1) Basement Access = 89.44 sqft (7) INSTALLATION OF BASE COAT (PAVEMENT) AND CRUSHED STONE TO MINIMIZE SILT 2) Pool = 810 sqft \% Q� � ASPHALT"A" AREA = 811 sq/ft ASPHALT "A" AREA = 1008 sg/ft RUNOFF AND STORM DRAIN CONTAMINATION. 3) House/ Screened Porch w/ Deck on Both Sides - 2330 sqft GRao� �Q��Q A` '�O (8) INSTALLATION AND CONSTRUCTION OF ALL STRUCTURES WITH APPROVED PERMITS. - Ovv �i V= A z R x c - SWIWING POOL TO BE PROVIDED WITH A V= A x R x c - SWIMMING POOL TO BE PROVIDED WITH A (9) PROVIDE FINISH GRADE MAIN-'AINING ALL RUNOFF ON SITE PIPED TO DRY WELLS. 4) Garage / Breezeway = 800 sglt �O A= 877 sq/ft DRYWELL CAPACITY OF AN A= 1008 sq/ft DRY WELL CAPACITY OF AN (10) PROVIDE SEEDING AND RE-VEGETATION OF ALL LANDSCAPED AREAS a 8'-0"DIA. X 4'-0'DEEP POOL 8'-0"DIA. X 4'-0"DEEP POOL (1 1) PROVIDE ALL SCREENING AND LANDSCAPE IMPROVEMENTS AS REQUIRED BY SITE PLAN. PROJECT: 5) Pool Patio on Grade - 877 sgft �. R 2"RAINFALL .17 ft R 2"RAINFALL .17 ft Total sqft Lot Coverage = 4906.44 sqft �,aos' nj p� \G�' G=877COEx = 1.o C= 1008COEF1 1.0 12 PROVIDE PERIMETER FENCE 1-0 INSURE SECURITY IS MAINTAINED. q 9 � � p �\ V= 877 x 1 z.166667= 146.17 C.F. V= 1008 x 1 x.166661= 168 C.F. ( ) Total % Lot coverage = 12.2% Lot coverage '� cj w\� 147/42.25 VERTICAL FT. /FT=3.48 V.F. 168 /42.25 VERTICAL FT. /FT= 3.98 V.F. '� ✓ \O• '� Vv USE(1)8'DIA.POOL 4'-D'DEEP = 4 V.F. USE(1)8'DIA. POOL 4'-0'DEEP = 4 V.F. GENERAL POLLUTION CONTROL MEASURES: 71 Driveway Area "A" = 1008 sgft �� \�O \\�l .�O OR OR Driveway Area "B" = 1008 sqft '�P p�`�Q 147/22.3 VERTICAL FT. /FT= 6.59 V.F. 168/22.3 VERTICAL FT. /FT= 7.53 V.F. AS PER THE PROVISION SET FORTH BY THE UNITED STATES ENVIRONMENTAL PROTECTION SCHWM'W" USE 1 6 DIA. POOL 7'DEEP= 7 V.F. USE(2)6'DIA.POOL 4'DEEP= 8 V.F. ACT GENERAL PERMIT, THE FOLLOWING STORMWATER, EROSION MANAGEMENT AND SEDIMENT \ , ��G () CONTROL MEASURES INCLUDING, BUT NOT LIMITED TO THE FOLLOWING ARE TO BE EL.40 0 \�Gp� POOLS TO BE PLACED ON OPPOSITE SIDE OF POOLS TO BE PLACED ON OPPOSITE SIDE OF STRICTLY ENFORCED DURING THE COARSE OF CONSTRUCTION AND LANDSCAPING. IN LJ E HOUSE AND/OR LEADERS TO BE PIPED TO HOUSE AND/OR LEADERS TO BE PIPED TO S1 F" E IN POOLS(1/2 OF THE ROOF TO DRAIN TO EACH POOLS(1/2 OF THE ROOF TO DRAIN TO EACH (1) ALL EXISTING VEGETATION AND TREES THAT ARE TO REMAIN IN PLACE ARE TO BE POOL,MAINTAIN MIN. OF 20 FEET FROM SEPTIC POOL,MAINTAIN MIN. OF 20 FEET FROM SEPTIC PROTECTED BY THE MEANS OF CONSTRUCTION FENCE OR OTHER APPROVED MEANS MANHOLE DETAIL EXISTI C SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). TO INSURE THEY ARE NOT DISTURBED DURING CONSTRUCTION. 1435 WILLOW DRIVE CAST IRON INLET ALL COVERS TO BE TRAFFIC BEARING IF LOCATEDIN AREA ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA (2) EXCAVATION AND ESTABLISHING A ROUGH GRADE IS TO BE DONE IN SUCH A FRAME&SOLID GRADE WHERE TRAFFIC IS TO BE PRESENT. WHERE TRAFFIC IS TO BE PRESENT. MANNER AS TO MINIMIZE THE EXTENT AND LENGTH OF TIME SUCH AREAS ARE EAST MARION, NY, 11 939 DOVER To GRADE. EXPOSED AND UNSTABLE. ALL EXCAVATED AREAS TO BE LEFT FALLOW ARE TO BE BRICK MAY BE USED TO REINFORCED,4,000 PSI SEEDED WITH A MIXTURE OF FAST GROWING SEED THAT IS SUITABLE FOR SOIL ADJUST CURB INLET CAST TRAFFIC BEARING CONDITIONS. (TYPE OF SLED TO BE USED IS TO BE IN ACCORDANCE WITH SOIL IRON GRATE &FRAME TO CONCRETE SLAB SURFACE ELEVATION A 36' MAXIMUM OF 12 INCHES. 46• REINFORCED 4,000 PSI PRECAST CONCRETE CONSERVATION SERVICE RECOMMENDATION). y STANDARD STEPS 6• CATCH BASIN (3) ALL CLEARED AREAS SHALL INSURE THAT THE LENGTH AND ANGLE OF THE SLOPE IS 6' DRAWING TITLE: ®16• O.0.-Tye. MINIMIZED TO REDUCE RUNOFF VELOCITY AND CHANNELING. ALL RUNOFF IS TO BE -07 16'-0-MAX•c.toc. DIRECTED AWAY FROM SLOPED AREAS THAT HAVE NOT BEEN STABILIZED WITH 6" WASHED FLOW ASPHALT 9 9" B99 AREA GROUND COVER, STORMWATER MIN. ^ U STONE BEDDING I 5C)' VIN GRADE LLQ (4) ALL RUNOFF AND SEDIMENT IS TO BE CONTAINED ON SITE AND NOT ALLOWED TO _' =W DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS RUN ONTO NEIGHBORING PROPERTIES OR INTO PUBLIC ROADS AND DRAINAGE MANAGEMENT °U`SED11EN'T`NON'SITE` �`% " ,� w� --- -- --- - SYSTEMS. THE USE OF SEDIMENT BARRIERS IS REQUIRED ALONG THE PERIMETER OF LP NOTE: ALL DRYWELLS ARE TO BEE LOCATED A MINIMUM OF 1 j �� _ CONTROL PLAN 20' FROM ALL LEACHING POOLS AS PER THE SUFFOLK COUNTY w HAVDAILA"°'OR Y Y 6"MIN RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 THE CONSTRUCTION SITE THROUGH OUT THE ENTIRE PROJECT. SILT FENCIN': J/ \� �✓ a 4" VERTICAL � '� � 1'-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. DEPARTMENT OFHEALTH SERVICES. SLOPE FACE O* 1'-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. (5) A CONSTRUCTION SITE EIJTRANCE AND DEPARTURE AREA IS TO BE CREATED TO h' O� F� V-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. PREVENT THE TRACKING OF SOIL AND DEBRIS ONTO PUBLIC ROADS. THIS IS TO NOTES: F� 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. REMAIN IN EFFECT UNTIL THE ENTIRE SITE HAS BEEN COMPLETELY LANDSCAPED AND THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE PERSPECTIVE VIEW BEDDING DETAIL ALL PARKING HAS BEEN EITHER PAVED OR COVERED WITH A MIN, OF 6 OF DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE Z ASPHALT "B" AREA = 2653 sq/ftCRUSHED STONE. PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL &"THICK REINFORCED CONCRETE Q z:•r.M,`;:i.,i.:• r'-•�'''+:,:1.+•.,•.:`n�'" _•_:•�••• Y=y-.:.Y• .. ,•'.._:�•':_ rLi /` TRAFFIC BEARING&LAB 1•�•: f�:r: � • r�. ...,:`:•,),Yt:.::h':y�.'�-.,.'"�,u',-,, :•:.. ANGLE FIRST STAKE TOWARD n 36" MINIMUM 2x2 (6) ALL RUNOFF S TO BE RETAINED ON SITE IN ACCORDANCE WITH ALL LOCAL FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT. THE Z{DIAMETER O '4T�.F4,...'y.`rct,,<n.,-:�:.,�..hi'�••:.^'..~'->'`.':,•.'i LN C'� CAST IRON INLET >.' G,.,.,,,;'�.;;. ,;��,� ;; ,"s':>' "s _ PREVIOUSLY LAID BALE. - FENCE POST V= A x R x c wtMM P T P REGULATIONS AND APPRC'VALS, ALL INLETS TO STORM DRAINS ARE TO BE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSIONS DUE TO UNKNOWN OR 3"ASPHALT ROAD SUR FACE ON GRATE&FMME O- '';'yQ�,�;;"''.'„ >:';'.4�;4,•+;..'y'i:::n':'" �� �/`yylpll'/'1II° /, /. IVIG QDL OBE ROVDED'NYHA E aEa {"COMP ACTED RCA BLEND. .t,.',•.t,;�'.w.•.;'•�:'•t.,"i;•-'::.-r-,:..y t,A..�.,..',..4:':::.,...,,•....,:.: _ l L EE TYPICAL .... A=2653s ft DRY WELL CAPACITY OF AN PROTECTED FROM SEDIMENT BUILDUP THROUGH THE USE OF DAMMING AND UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT 2 sq/ft FLOW �% �L WOVEN WIRE FENCE _ _ FORMALLY ACKNOWLEDGED A RVI _°` '"• �' �f n R= 2" RAINFALL= .17 it B' 0'DIA. X 4' 0"DEEP POOL SCREENING. ED S E SION TO THESE PLANS. �Jyc% lam' (sxs - 10/10 wwF> _ (7) ALL MEANS ARE TO BE -TAKEN TO MINIMIZE THE DUST DURING THE CONSTRUCTION. ^�^° �� �L z C=COEFF. = 1.0 o PRECAST CONCRETE `�. f^° V= 2653 x 1 x .166667= 442.2 C.F. SEAL: DATE: CHIMNEY CONSTRUCTION ENTRANCE-FOUNDATIONOFCONACTED � L ���n �, FILTER CLOTH (8) ALL EROSION CONTROL AND SEDIMENT BARRIERS ARE TO REMAIN IN PLACE UNTIL c..3/•t .'?.:F`�;:"=:,:v<:'!,S 31V STONE BLEND OR N.Y,STATE D.O.T.APPRO D R,C.A. G n FILL TO18'(Min.)ABOVE EXISTING GRADE FOR DR NAGE III o®®®®® N ALL LAND HAS BEEN PERMANENTLY STABILIZED. ONCE LAND HAS BEEN PERMANENTLY FEBRUARY 29, 2020 w ISI ❑®®®®® �� G ' �� �L S�OPF 442.2 /42.25 VERTICAL FT. /FT= 10.47 V.F. STABILIZED STORM DRAIN SYSTEM IS TO CLEANED AS NECESSARY. PROJECT NO: a IIIII- s o® ®®® 18'TRAFFICBEARIND 2 USE(3)8'DIA.POOL 4'-0'DEEP= 12 V.F. y,Q 001 DRAINAGE PIPE® TYPICAL PLAN VIEW `�` i. n Rqp OR (9) MAINTENANCE OF EROSION CONTROL SYSTEM IS TO BE CONSTANTLY MONITORED IN .. > .. 013 I= BOUND HAY BALESEMBED FILTER CLOTH e 1060-2019 ORDER TO INSURE THAT PLACED ON CONTOUR MIN. 6" INTO GROUND z 442.2/22.3 VERTICAL FT. /FT= 19.83 V.F. DRAWN BY: T THE INTEGRITY OF THIS SYSTEM IS MAINTAINED, ESPECIALLY AFTER HEAVY STORMS AI`1D CONSTRUCTION BEING PERFORMED IN AREAS OF EROSION _- PRCC ETERxBDEEP USE(4)6'DIA. POOL 5'DEEP= 20 V.F. �,-,�< h; �.• s..'`: �,.,`'' - m�Tr'n¶ PRELASTCONGRETE ����5 4" - CONTROL. MAINTENANCE 'S TO INCLUDE, BUT NOT LIMITED TO THE REPAIR OF `' � ` :\ Q,.-.•_�, , , BDK 11111- O®® LEACHING RING. 2 RE-BARS: STEEL PICKETS OR 'r ((2)SEPERATE POLES 6'DIA.X 10' = 20 V.F,) e R =I1 �® Y• IL® i 2"x2"STAKES I.5'to2' IN GROUND. NOTE: SEDIMENT BARRIERS, CLEANING OF STORM DRAINS, REPLACEMENT OF HAY BALES AND CHECKED BY: "� 1ISTIPI GHPE DRIVE STAKES FLUSH WITH TOP OF MAXIMUM DRAINAGE AREA POOLS TO BE PLACED ON OPPOSITE SIDE OF REGRADING AS NECESSARY TO PREVENT RUNOFF AND CHANNELING. T` ' t fiti =11111 o A o HAY BALES. 1/2 ACRE / 100 LINEAR FEET (10) PROPER DISPOSAL OF ALL WASTE, DEBRIS, HAZARDOUS AND TOXIC MATERIALS IS TO v f CLEAN SAND& •14 !�L HOUSE AND/OR LEADERS TO BE PIPED TO ,. 1+ GROUND GRAVEL FILL. .RY'bw CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED ' y SHEET NUMBER: • j 3�{"STONE eLENo oR N.Y.STA E D.o.r.APPRDYED R.c.A. ANCHORING DETAIL POOLS(1/2 OF THE ROOF TO DRAIN TO EACH BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR THE OWNER OF THE '° • CLEAN SAND& FILL TO IB(M..)ABOVE EXISTING GRADE FOR DRAINAGE. SECTION DETAIL POOL,MAINTAIN MIN.OF 20 FEET FROM SEPTIC WATERt `„" ) '"' GRAVELFILL. PROPERTY (IF NO GENERAL CONTRACTOR HAS BEEN HIRED), DURING CONSTRUCTION STRAW BALE DIKE DETAILS SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). 34 ;f Sw CROSS SECTION SILT FENCE DETAILS TO INSURE THAT ALL LOCAL, STATE, AND FEDERAL LAWS ARE COMPLIED WITH :r �,�°1 �.,�.,.� 1�,.!"t��; I ) SCALE,NTS ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA CONTINUOUSLY. r.t - '•"'' ! Typical Section @ Leaching Pool TEMPORARY CONSTRUCTION ENTRANCE 9LAIE.NTS WHERE TRAFFIC IS TO BE PRESENT. , �, •` i s fMc:a°�e � THE GENERAL CONTRACTOR IS TO BE RESPONSIBLE FOR MAINTAINING ALL RECORDS OF `� ~�R Scale: NTS &`ALE NT& IF A MULTIPLE POOL SYSTEM IS USED AROUND THE - HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL THE CONSTRUCTION SITE ACTIVITIES, INCLUDING BUT NOT LIMITED TO ALL INSPECTION SITE PLAN DISCLOSURE: Acceptance of these drawings does not authorize the right to build without the authorization © COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLBE DIVERTED TO EACH POOL C. ALL FLOOR PLANS AND ELEVATIONS ARE POOLS TO BE INSTALLED MIN.OF 3'-0'ABOVE REPORTS, VIOLATIONS OF THE RELEASE OR ACCIDENTAL DISCHARGE OF POLLUTANTS TO DOB NUMBER: OF of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS NAY NOT BE REPRODUCED WITHOUT GROUND WATER. THE PROPER AUTHORITIES, AS DEEMED WITH THE USEPA GENERAL PERMIT. ALL SITE PLAN INFORMATION IS BASED ON A LAND SURVEY PREPARED BY PECONIC SURVEYORS, PC Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF MODIFICATIONS TO THIS SWPPP THAT HAS BEEN PROVIDED THAT IS DEEMED NECESSARY DATED DECEMBER 24, 2019 agencies prior to construction. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE DUE TO SITE CONDITIONS OR SPECIAL CONSTRUCTION ARE TO BE REVIEWED BY THE © REHL•DESIGN•ASSOCIATES, uc PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE, ENGINEER AND APPROVED PRIOR TO INACTING ANY CHANGES TO THIS DOCUMENT. ----- ADDRESS: 1435 WILLOW DRIVE,EAST MARION SCDH# R-20-0236 SURVEY OF PROPERTY AT EAST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y, 4000-22-05-09 SCALE- 1'=40' OCTOBER 21 2009 i OCTOBER 24, 2019 DECEMBER 24, 2019(BOARD OF HEALTH) JUNE 5, 2020(GARAGE FOUNDATION LOCATION) NOVEMBER 18,2021(FINAL) A MAY 6,2022(SEPTIC) APRIL 6,2023(SEPTIC) MAY 20,2023(SEPTIC REV) +(� JUN£30, 2023(SEPTIC RENSIOBN) SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS FOR A SINGLE FAMILY RESIDENCE Date 9/19/2023-_ H S.Re(,No._ R-20-0236 -�-. The sewage disposal and water suppy facuRres at this location have been m inspeGed and/or certEed by tnis Depanment or other agencies and found to be satisfactory FOR A MMIMUT.70F---_?-_-,BEDROOMS xnL CRAIG NEPER,P.E.,CHIEF OtTce of Wastewater Management ' ®m+ , C7 ro F O Ca 0- 0.0• ant PINSTALLED � � 1.01 z ASND) A D LOCATION ( LvFe � � A B A- LP2 o ExP S 47.6'30,2' *a,ad LOS 9 �.°nl �--•- -_`- :ae.e'- ,.-y "r M b0'Q a\ C.o'.V. 4 0. 10, 10 ST 2,000 GAL CYLINDRICAL s.>< '� •'� "��--°-C-1 r w °" 4(' (7RAFF7C BEARING COVER) C LPI 8'DIA X DEEP Nom, (TRAFFIC BEARING COVER) LP2 8'DIA X 12'DEEP '� ��' � n< ,��af(%i W,�P •fie,\ o - - c1`. � .•� .ads .,a„ r N�pr TEST HOLE DATA Ori rL(Y McDONALD cEosaEFlcE MJ _ µ. ,a'9 @,. 11/25/2019 r„p' . DARK BROWN 1• LOAN OL ` �\ J<." • o� y1 GROW CLAYEY SC yc `� �t w(h P00 „3 y 0 O L �q 9 r0\ pd1'p BROW °M�. 01 J C?,°Lo ° ao4 fl9 1 COARSE SAND TO 01771 5-lOX GRAVEL SW �b \ O�,•a,-". ,� ot(Y'a7•' °ws 5 SEP 1 9 2023 NOTE'NO WATER ENCOUNTERED \ ELEVA BONS REFERENCEO TO NAW 86 ®sat BVTit\G DEPT. KEY Q -REBAR -STAKE ® -WELL A -TEST HOLE p1 x} -LAMP POST NK11M YOR SSW Yo., of LOT NUMBERS REFER TO'H!l,WPONT AT EAST MARION.SECTION ONE'FILED IN THE CERTFl£D TO: A 9 SUFFOLK COUNTY CLERKS OFFICE ON JANUARY IT,1984 AS FILE NO 7680 DANIA KIER SCHWARTZ ! I em lemulor TIM the STANDARDS FOR APPROVAL AND CONSTRUCTION!OF SUBSURFACE OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY SEWAGE DISPOSAL SY57rWS FOR SINGLE FAMILY RESIDENCES and wdI abide by Me andltfons ADVANTAGE TITLE het lath Mereln and m the Pam/t to crosWct. The lonthn oI wNls are cesspoda shown ereon ore nom rsfe ower utfons we or frau data obtained han others. LA THE LOCATIONS OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROW FIELD ° OBSERVA77ONS AND OR FROM DATA OBTAINT ED FROW OTHERS THEREFORE ET? LOCATIONS AND OR EXISTENCE f5 NOT GUARANTEED, AREA= 40,226 SO. FT. •Y..S.L,.NO. 49618 ANY ALTERA770V OR ADD/TON TO THIS SURWEY IS A VIOLATION OF SEC77ON 7209 OF ECOWC;SUR ORS P.C. THE NEW YCVHK STA7E EDUCATION LAW.EXCEPT AS PER SECTION 7209-SUBDIVISION 2 (63T)765-5020 FAX(631)765-1797 ALL CERNRC417WS HEREON ARE VALID FOR THIS MAP AND COWIES THEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR THE/iNPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE 1230 TRAVELER S7REET APPEARS HEREONSOUTHOLO, N.Y. 1197, 09-191 ' �' ��'%�j%/ //f/, j;, yam.✓�,i � ,;,,�,;./;-;/ ,�/,i�' �,7� ��7i' '.�S ., / � �,�,:�rrE"�"''r,j %%/moi�' �i,•i..,,,moi/ � ,//". SITE PLAN OF \Ap Z \ 34.6 Ar DANIA KIER SCHWARTZ 1-10 -------- 1r 0� Z EL. I\ EXISTING RESIDENCE KEHL DESIGN ASSOCIATES LLc EL.35.5 1 ' \� ® • � \ • � � � � � � AND PROPERTY residential & commercial design • consulting • � S��0 �� P0.Box 167501 Phone: (631)433 9084� PROPOSEDADDITIO� • Southold,Newyork 11971 E-Mail: ssbn654@apfonllne.nef SI T UA TED A T O Kehl Design Associates,LLC•formerly D A K Associates,LLC ��� �� � CHp�N � � . � q•bq�~a • ^` � 9 OWNERSHIP & USE OF DOCUMENTS:V S\ 1435 WILLOW DRIVE Tdrawings and specifications including e ideas, design and arrrangemnnts represented GFAST 14ARION NY . 11939 therein, re the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be (ae�1 copied, disclosed to others or used in connection A 6 UN JA S q �[' with any work or project other than consent. for which 1vC,� �P�N P��° SOF°�° ,� �� � y �t XPi • �X (� T 0� N 0 (� S 0 U T H 0 L D they have been prepared without o SUFFOLK 0UNTY5 NEW YORK REV: 1.0 (�(f S . C . TALC No . 1000 - 22 - 05 - 09 PREPARED ON FEB. 29TH 2020 A?40 i F_--- -/U`� i w.I':...,_.. '�j / �' �' o SCALE 1 = 2 0 -f = ; {, , QOS�o ��,o �� ��� R 0 0 RUN 0 �fHL !�¢' \ fi W c Qj�� OQ4O DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS �-� E C E M B E R 2 4", 2019 -4. �� _e^, ,� ?'LY WITH ALL CCD RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 SITE PLAN DRAWN 0 N FEBRUARY 29 , 2020 c l G Gj� ���j ��\ 1'-0" DEEP POOL x 4' DIA ==12.58 ..ft. per vertical ft. �� _��/ YC'gK STATE & TOWN 1'-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. f),_'_ , . ,.... _ IDESS�`� �� �� P TOTAL LOT AREA 40 22 6 S F , •; �`►'..a REQUIRED , - -� F ��� A �4' ��4 A� 1'-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. , _•. 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. _ OR 0 . 924 ACRES Vv- �Tl_',' ...'., .T SOUTHOLDTO`N BA �o�ao�a a 6, �, Lr� �� � C9 „ :TEST ,SOLE DATA 3? �P° 1 b0� 9� G''6� a •� ROOF AREA = 3422 sa/ft I , ; SOUTH J TOWN PLANNING BOARD Q `0 90 L�i V=A x R x c SHIMMING POOL TO BE FRONDED WITH A EXISTING TOPOGRAPHY REFERENCES T H E A CAT ' 88 - McDONALD�;GEOSCIENCE�C'i=: -�°'-�rJ PIrcH \/ DATUM l � A CI SOUTH LD TOWN TRUSTEES �O �'� 9- 99l� �9 o BAS A=3422 sq/ft DRY WELL CAPACITY OF AN N /\ d D Q Q LJ A T U TVI Y'. 11-25_2019;1S,�,;ri ,'"•' rG i /`1 �!lJ {L J r'. J� OI 9• sA R= 2"RAINFALL=J 1 ft 8'-0°DIA X 4'-0"DEEP POOL ft';1 , - N.`I.S.D y9! PROP D DRIVEWAY C= COEFF.= 1.0 EL.36.5' O� �yo� Vis_ %s \ �� 12°ADS _1_33.7 V=3422 x 1 x.166667= 570.33 C.F. STORM WATER POLLUTION PROTECTION PLAN: DARK BROWN lj / �� �o� 4- PIPE LOAM OL !� h� �� F����o o�P� 570.33/42.25 VERTICAL FT. /FT= 13.5 V.F. SITE DESCRIPTION IS EL.35.5' 1' �� \, � � c��(`0�00��'o`� USE(4)8'DIA POOL 4'-0°DEEP= 16 V.F. WORK NOTES: �� F�� EL.34.7' OR THE CONSTRUCTION THAT IS i0 TAKE PLACE WILL INCLUDE THE FOLLOWING: BROWN CLAYEY SC ? y 9 ,l�t� ��y�Q�Q�O w, .`�Q� �, 570.33/22.3 VERTICAL FL /FT=25.58 V.F. � �J USE(4)6'DIA POOL 7' DEEP =28 V.F. (1) CLEARING OF SITE IN ARTA OF CONSTRUCTION. F !Or C1'(:I' ; , ifs: c ;i`T-'1CAT�OtV �S�c, '\ 5�� C/ POOLS TO BE PLACED ON OPPOSITE SIDE OF (3) REMOVAL OF EXISTING STRUCTURES THAT ARE LOCATED IN THE CONSTRUCTION SITE. EL.33.5 3' �y i k- - o4I o E� 5 HOUSE AND/OR LEADERS TO BE PIPED TO ( ) REMOVAL OLD SEPTIC TA,JK AND REPLACED WITH A NEW 2000 GAL. SEPTIC TANK. C f. L-,aD c,Orv7ENT 6EhORE POOLS(1/2 OF THE ROOF TO DRAIN TO EACH (4) INSTALLATION OF NEW LE6,CHING POOL 5 :ICA TE OF OCCUPANCY �� POOL, MAINTAIN MIN.OF 20 FEET FROM SEPTIC ( ) CONSTRUCTION OF NEW ADDITIONS c� C�14_1<VFX c1' F BROWN FINE TO SYSTEM AND MIN.OF 10 FEET FROM FOUNDATION). 6 CONSTRUCTION OF DRIVEWAY COARSE SAND WITH SOLDER USED ITV W4 TER P� °°os� �� �\�9' SOC' ��D �� ✓ ( ) 5-10% GRAVEL SW vJ:'PLS°SYSTEM CA,'�'r�'07 � eQ��o TBS ; G to / !�� ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA (7) CONSTRUCTION OF STORP',1 DRAINAGE COLLECTION AND RETENTION SYSTEMS TO _ p�+a� WHERE TRAFFIC IS TO BE PRESENT. RECHARGE THE RUNOFF•FROfv1 A 2" RAINFALL. p� ® EXCEED 2110 OF 1% LLAD, �� R 9� / IF A MULTIPLE POOL SYSTEM IS USED AROUND THE NOT F®8\ � (8) INSTALLATION OF NECESSARY PUBLIC UTILITIES _ HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL ALL CONSTRUCTION AND IMPROVLMLNIS TO CONFORM TO ALL STATE, COUNTY AND LOCAL CODES. .. � .- SP� ��QQ��° ���`� LOCATION BE DIVERTED TO EACH POOL. R , GPOOLS TO BE ROUND WATER.STALLED MIN. OF 3'-0"ABOVE c �. T CONSTRUCTION EL.19.5' 17' F . ; r °o��``o�oSeo y�° GENERAL SEQUENCE 01 SITE .ACT..I I Ic-S. o _ ,, , , USE UNLESS NOTE: NO WATER ENCOUNTERED `" PLUlk18ING Pte. A ELEVATIONS REFERENCED TO NAVD 88 - • - L ALL PLUMBING WASTE A�D,o f� `�� (1) HAY BALES OR SILT BARRIERS ARE TO BE INSTALL AROUND THE PERIMETER OF THE CERTIFIED El( 6' &WATER LINES NEED �' � SITE TO PROVIDE EROSION CONTROL AS NECESSARY. I 9 TESTING BEFORECOVERiNG �` O� LSF 99 99 (2) CLEARING DEBRIS RIND CONSTRUCTION, DEBRIS WILL BE REMOVED FROM SITE IN AN PROFESSIONAL POOL PATIO ASPHALT A AREA EXPEDITIOUS MANNER ( , (3) ROUGII GRADE WILL BF ESTABLISHED MAINTAINING ALL RUNOFF ON SITE ENGINEER • ^ ly . ,,9 l DRAINAGE & ROOF RUNOFF NOTE ;ND CALCULATIONS DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS (4) ALL TOPSOIL AND-RACK FILL MATERIAL IS TO BE STOCK PILED AWAY FROM WATER AND IL SWIMMING POOL TO BE PROVIDED WIT, 1 0 s COVERED WITH TARPS -C) PREVENT RUNOFF. LOT#9 COVERAGES DATA �. DRY WELL CAPACITY OF AN \O" aQ, RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 (5) INSTALLATION-^;OF DRY WELLS STORM DRAINS DURING CONSTRUCTION OF BUILDINGS. THIS I 8'-0"DIA X 4'-0°DEEP POOL i , P' �., 1� 1'-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. V-0" DEEP POOL x 4' DIA ==12.58 tuft, per vertical ft. l'-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. V-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. IS TO PROVIDE IMMEDIATE CONNECTION TO GUTTER SYSTEM ONCE ROOF IS INSTALLED Lot Area =40226 sqft/ .924 Acres, 20% Max lot coverage =8,045 Sgft p }�� 0' 1'>���� 1'-0" DEEP POOL x 8' DIA. = 4'2.25 cu.ft. per vertical ft. 1'-0" DEEP POOL x 8' DIA. =_42.25 cu.ft. per vertical ft. AND TO INSURE MAXIMUM CONTAINMENT. 1'-0" DEEP POOL x 10' DIA. _ -38.4 cu.ft. per vertical ft. 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. (6) INSTALLATION OF AN\i' UTILITIES REQUIRED. f 1) Basement Access = 89.44 sgft �QCP�� \ (7) RUNOFF AIOND;OF BASE AS TORM COATAINC(P VE ENT) .ND CRUSHED STONE TO MINIMIZE SILT 2) Pool = 810 sqft ��e ;,, ASPHALT "A" AREA = 877 sq/ft ASPHALT 'A" AREA = 1008 sq/ft 3) House/Screened Porch w/ Deck on Both Sides= 2330 sqft P°o ' ��\� / �� (8) INSTALLATION AND CON,TRUCTION OF ALL STRUCTURES WITH APPROVED PERMITS. V= A x R x c SWIMMING POOL TO BE PROVIDED WITH A V= A x R x c SWIMMING POOL TO BE PROVIDED WITH A (9) PROVIDE FINISH GRADE MAINTAINING ALL RUNOFF ON SITE PIPED TO DRY WELLS. 4) Garage/ Breezeway = 800 sqft A = 877 sq/ft DRY WELL CAPACITY OF AN A = 1008 sq/it DRY WELL CAPACITY E AN (10) PROVIDE SEEDING AND I?E-VEGETATION OF ALL LANDSCAPED AREAS 5) Pool Patio on Grade = 877sqft a : ♦ R=2"RAINFALL= .17 ft 8'-D'DIA.X 4'-0"DEEP POOL R =2" RAINFALL= .17 ft 8'-0°DIA X 4'-0°DEEP POOL (1 1) PROVIDE ALL SCREENIN(> ' AND LANDSCAPE IMPROVEMENTS AS REQUIRED BY SITE PLAN. PROJECT: ' C= COEFF. = 1.0 C=COEFF. = 1.0 (12) PROVIDE PERIMETER FENCE TO INSURE SECURITY IS MAINTAINED. " Total sqft Lot Coverage =4906.44 sqft ��a V= 877 x 1 x.166667= 146.17 C.F. V= 1008 x 1 x.166667= 168 C.F. �a Total % Lot coverage = 12.2% Lot coverage �® 141/42.25 VERTICAL FT./FT= 3.48 V.F. USE /42.25 A.POOL FT. /FT= 3.98 V.F. GENERAL POLLUTION CONTROL MEA:,'URES: " " _ USE(1)8'DIA.POOL 4'-0"DEEP=4 V.F. USE(1)8'DIA.POOL 4'-0'DEEP = 4 V.F. " Driveway Area A 1008 sqft Gy Driveway Area "B" = 1008 sqft 147/22.3 VERTICAL FOT. /FT= 6.59 V.F. 168/22.3 VERTICAL FTS./FT= 7.53 V.F. AS PER THE PROVISION SET FORTH BY THE UNITED STATES ENVIRONMENTAL PROTECTION SItpnWARTOL USE(1) 6'DIA POOL 7'DEEP = 7 V.F. USE(2)6'DIA POOL 4'DEEP= 8 V.F. ACT GENERAL PERMIT, THE FOLLOWING STORMWATER, EROSION MANAGEMENT AND SEDIMENT CONTROL MEASURES INC!_UDING, BUT NOT LIMITED TO THE FOLLOWING ARE TO BE EL•4p•0 POOLS TO BE PLACED ON OPPOSITE SIDE OF POOLS TO BE PLACED ON OPPOSITE SIDE OF STRICTLY ENFORCED .DUFING THE COARSE OF CONSTRUCTION AND LANDSCAPING. EK" E " I m E N UAN' E • HOUSE AND/OR LEADERS TO BE PIPED TO HOUSE AND/OR LEADERS TO BE PIPED TO -- ® POOLS(1/2 OF THE ROOF TO DRAIN TO EACH POOLS(1/2 OF THE ROOF TO DRAIN TO EACH (1) ALL EXISTING VEGETATION AND TREES THAT ARE TO REMAIN IN PLACE ARE TO BE POOL, MAINTAIN MIN.OF 20 FEET FROM SEPTIC POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC PROTECTED BY THE MEANS OF CONSTRUCTION FENCE OR OTHER APPROVED MEANS MANHOLE DETAIL TRUSS PLACARDIN0 IREOUIRBt) d� SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). SYSTEM AND MIN,OF 10 FEET FROM FOUNDATION). TO INSURE THEY ARE NOT DISTURBED DURING CONSTRUCTION. 1 435 WILLOW DRIVE EXIS11 C ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA (2) EXCAVATION AND ESTABLISHING A ROUGH GRADE IS TO BE DONE IN SUCH A FRAM &SOLID CAST E IRON INLET _ `� WE WHERE TRAFFIC IS TO BE PRESENT. WHERE TRAFFIC IS TO BE PRESENT. MANNER AS TO MINIMIZE THE EXTENT AND LENGTH OF TIME SUCH AREAS ARE EAST MARION NY 11939 GRADE COVER TO GRADE. EXPOSED AND UNST;\BLE. ALL EXCAVATED AREAS TO BE LEFT FALLOW ARE TO BE - - SEEDED WITH A MIXTURE OF FAST GROWING SEED THAT IS SUITABLE FOR SOIL BRICK MAY BE USED A REINFORCED. 4.000 PSI CONDITIONS. (TYPE OF SEED -FO BE USED IS TO BE IN ACCORDANCE WITH SOIL ADJUST CURB INLET CAST TRAFFIC BEARING l��� t�.f�.� p tG' .8 I IRON GRATE&FRAME TO CONCRETE SLAB ELEtTRYCp,I°TU�ri,=t N q lljtu SURFACE ELEVATION A MAXIMUM OF 12 INCHES. REINFORCED 4,000 PSI CONSERVATION SERVICE RECOMMENDATION)." PRECAST CONCRETE 6" CATCH BASIN (3) ALL CLEARED AREAS SHALL INSURE THAT THE LENGTH AND ANGLE OF THE SLOPE IS STANDARD STEPS Is MINIMIZED TO REDUCE RUNOFF VELOCITY AND CHANNELING. ALL RUNOFF IS TO BE DRAWING TITLE: m 16.O.C.-Typ. '--:_ RETAIN STORM WATER RUNOFF ,,,�, aba ;" 99 99 DIRECTED AWAY FROM SLOPED AREAS THAT HAVE NOT BEEN STABILIZED WITH 7 . -� PURSUANT TO CHAPTER 236 FLOW _ A S P H A�T B AREA STORMWATER MIN.6"WASHED OF THE TOWN CODE. n GROUND COVER. STONE BEDDING I , ,� �� `� (4) ALL RUNOFF AND S�i)IMI--''T "S TO BE CONTAINED ON SITE AND NOT ALLOWED TO 50' MIN. -WADE F --IES OR INTO PUBLIC ROADS AND DRAINAGE MANAGEMENT DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS RUN ONTO NEIGHBOR.' BUT SUFFICIEN T TO KEEP Z_ �1 ' -------- -- SYSTEMS. THE USE OI 'vCBARRIERS IS REQUIRED ALONG THE PERIMETER OF SEDIMENT ON 97C '�� J NOTE: ALL DRYWELLS ARE TO BE LOCATED A MINIMUM OF err j '� n1 M . RUN OFF FACTORS ASPHALT - 1.0 , ROOF = 1.0 THE CONSTRUCTION SI_' 1 OUT THE ENTIRE PROJECT. CONTROL PLAN 20' FROM ALL LEACHING POOLS AS PER THE SUFFOLK COUNTY ���ENG"G BkL MO/OR 4" VERTICAL " 'J SLOPE '� y� 1'-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. 5 A CONSTRUCTION SITE Er•. AND DEPARTURE AREA IS TO BE CREATED TO DEPARTMENT OFHEALTH SERVICES. I FACE S V-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. ( ) I O � 1'-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. PREVENT THE TRACKING OF SC!IL AND DEBRIS ONTO PUBLIC ROADS. THIS IS TO 'NOTES: F� l'-O" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. REMAIN IN EFFECT UNTIL TH-- I=NTIRE SITE HAS BEEN COMPLETELY LANDSCAPED AND THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE PERSPECTIVE VIEW IT' ' COVERED WITH A MIN. OF 6" OF DESIGN PROFESSIONAL BEDDING DETAIL ALL PARKING HAS BEE < E EF, PAVED OR CO E ED ES WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE - PROSECUTED TO THE FULLEST EXTENT TH -- _ _ _ - - ,:"��•:,;;-' - - g� I E OF E LAW. CONT CRUSHED STONE CONTRACTORS SHALL VERIFY ALL ASPHALT B" AREA - 2653 sq/ft �_ "" I .� �L 6 ALL RUNOFF IS TO _1E R .IN SITE IN ACCORDANCE WITH ALL LOCAL FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT. THE rnua+wswc000rcarlt a s':: :ut ,< k,,-�a-',<,._.,r •>.:.,:t,. - .;.,..,.--, - ANGLE FIRST STAKE TOWARD n 36" MINIMUM 2 x 2 ( ) DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSIOiJS DUE TO UNKNOWN OR '""�`�A1Y0`A' „' �" .•> _ - - - •`! v IOW PREVIOUSLY LAID BALE. y-' ii^ FENCE P08T REGULATIONS AND APf I �'�A1 ,_ INLETS TO STORM DRAINS ARE TO BE I= ^ - SWIMMING POOL TO BE PROVIDED WITH A / cAsrwoww.r _ - A x R x c �^ V G ^ �Z L rArNAE*wAow�AaoN ''"=��:'��:�'^_�.•."'�` .. . ... .:.,. -:.: _ UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BA CD,. •"AT�•'""I� 7� ='~� w����`�1r `- "��-�' �...�.:-: � � ,�1- PROTECTED FROM SEDIh:,'. A/T JUP THROUGH THE USE OF DAMMING AND SED UPON COMMENTS NOT A= 2653 sq/ft DRY WELL CAPACITY OF AN M C Ac+tm•rwrslo. ..:F.. , ' _ ..-;y _ - �. rVP JIL ^`•G �, FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. ;; ;;:• FLOW L ^ r, WOVEN WIRE FENCE -0"DIA.X 4'-0°DEEP POOL SCREENING. _ f = _ (8 x 8 - 10110 YVMV� R 2°RAINFALL .17 f t 8 I; C= COEFF. = 1.0 (7) ALL MEANS ARE TO BE TAI<E1,1 TO MINIMIZE THE DUST DURING THE CONSTRUCTION,PIVXAff SEAL: DATE: CONSTRUCTION ENTRANCE-FOUNDATION OF CVJ C1EC A` = 3/4•STONE BLEND OR N.Y.STATE D.O.T.APPRCVqD R.C.A. ILTER CLOTH V 2653 x 1 x.166667=442.2 C.F.C.A. `� 2 B (8) ALL EROSION CONTROL AND SEDIMENT BARRIERS ARE TO REMAIN IN PLACE UNTIL °T''•') f. = '^' FILL T018"(Mh.)ABOVE EXISTING GRAOE FOR DRAINAGE. ' ALL LAND HAS BEEN PEr;MA'J'r_NTLY STABILIZED. ONCE LAND HAS BEEN PERMANENTLY FEBRUARY 29, 2020 II III 0 M==C3 I �'� �y ^ ^- E 442.2/42.25 VERTICAL FT./FT= 10.47 V.F. STABILIZED STORtv1 DRAY•; S'�c-,i=M IS TO CLEANED AS NECESSARY. PROJECT NO: 11111= =1010 ",•n",E I PLAN VIEW �'��� ^ Wit-n USE(3)8'DIA.POOL 4'-0"DEEP=12 V.F. Q MAINTENANCE OF EROSiCiJ CC;,'TROL SYSTEM IS TO BE CONSTANTLY MONITORED IN Y BOUND HAY BALES EMBED FILTER CLOTH ( ) ~ r1 E•� ORDER TO INSURE THAT TI,E � 1060-2019 PLACED ON CONTOUR MIN. 8• INTO GROUND 442.2 22.3 VERTICAL FT. FT- 19.83 V.F. N,TEGRITY OF THIS SYSTEM IS MAINTAINED, ESPECIALLY °`;` / / - I a" �;0 "::.'� DRAWN BY: o®® +. °•� ^` 4"_I O AFTER HEAVY STORMS AND CC JSTRUCTION BEING PERFORMED IN AREAS OF EROSION f � � ® = L�I0W'� '1 USE ESEPERATDEI POLA. OES65DIDA.EX 10'20 20 V.F.) S i?' 3 ��,Y Ri11- ®® _ I 2RE-BARS: STEEL PICKETS OR (() CONTROL. MAINTEP�ANCE L� TO INCLUDE, BUT NOT LIMITED TO THE REPAIR OF e `- BDK FT= o® ti'I' I I)J1= 2"x2 STAKE31.5'to2' IN GROUND. NOTE: SEDIMENT BARRIERS, CLEANING OF STORM DRAINS, REPLACEMENT OF HAY BALES AND , - ti CHECKED BY: II I I1- �llJ ���-_-- EILSIINC CRA DRIVE STAKES FLUSH WITH TOP OF MAXIMUM DRAINAGE AREA POOLS TO BE PLACED ON OPPOSITE SIDE OF REGRADING AS NECESSARY TO PREVENT RUNOFF AND CHANNELING. --_-- Iff ' I11Iflllll R 0 A D - HAY BATS, 1/2 ACRE / 100 LINEAR FEET �..,,,A„•. � HOUSE AND/OR LEADERS TO BE PIPED TO 10 PROPER DISPOSAL OF ALL WASTE, DEBRIS, HAZARDOUS AND TOXIC MATERIALS IS TO / ( ) SHEET NUMBER: •Mr`L+" 3i45STGNE BLEND OR N.Y.STATE D.OT APPROVED R.C.A. ANCHORING DETAIL POOLS 1 2 OF THE ROOF TO DRAIN TO EACH BE THE RESPONSIBILITY OF THE: GENERAL CONTRACTOR OR THE OWNER OF THE :.=`u= SECTION DETAIL (/ FILL TO 1B"(Min)ABOVE EXISTING FADE FOR DRAINAIJ. PROPERTY (IF NO GENER,L COIJTRACTOR HAS BEEN HIRED), DURING CONSTRUCTION` rrrn +rror,.r r:r. °�ANfN1D• POOL,MAINTAIN MIN. OF 20 FEET FROM SEPTIC STRAW BALE DIKE DETAILS SYSTEM AND MIN,OF 10 FEET FROM FOUNDATION). TO INSURE THAT ALL LOCAL, STATE, AND FEDERAL LAWS ARE COMPLIED WITH CROSS SECTION SILT FENCE DETAILS ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA CONTINUOUSLY. S1 Typical Section @ Leaching Pool TEMPORARY CONSTRUCTION ENTRANCE rss•+• H11ERE TRAFFIC IS TO BE PRESENT. ,ek WM IF A MULTIPLE POOL SYSTEM IS USED AROUND THE THE GENERAL CONTRACTOR IS TO BE RESPONSIBLE FOR MAINTAINING ALL RECORDS OF Scale' NTS HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL THE CONSTRUCTION SITE ACTIVITIES. INCLUDING BUT NOT LIMITED TO ALL INSPECTION DOB NUMBER: OF N 0 SITE PLAN DISCLOSURE: Acceptance of these drawings does not authorize the right to build without the authorization © COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE BE DIVERTED TO EACH POOL REPORTS, VIOLATIONS OF THE RELEASE OR ACCIDENTAL DISCHARGE OF POLLUTANTS TO POOLS TO BE INSTALLED MIN. OF S-0"ABOVE THE PROPER AUTHORITIES, AS DEEMED WITH THE USEPA GENERAL PERMIT. ALL of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT GROUND WATER. MODIFICATIONS TO THIS SWPPP THAT HAS BEEN PROVIDED THAT IS DEEMED NECESSARY SITE PLAN INFORMATION IS BASED ON A LAND SURVEY PREPARED BY PECONIC SURVEYORS, PC Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF DUE TO SITE CONDITIONS OR SPECIAKEI L CONSTRUCTION ARE TO BE REVIEWED BY THE © UrDESIGN•ASSMAATES,UC DATED DECEMBER 24, 2019 agencies prior to construction. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE ENGINEER AND APPROVED PRIOR TO :NACTING ANY CHANGES TO THIS DOCUMENT. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. - GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTIONC01 1 . TRACTOR N 0 T E S General Notes: GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2015 INTERNATIONAL � .__ ______• ! �' a ; :;, RESIDENTIAL CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. GENERAL NOTES: Wood: i� 2, FIRE SAFETY: ''�I - 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir #2 or better. KEHL DESIGN ASSOCIATES LI,C 1 - ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2015 2• All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. A, ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A INTERNATIONAL RESIDENTIAL CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT, FIRE DEPARTMENT RULES AND REGULATIONS, B. LOCKED AREA. residential & commercial design • consulting 2. UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. 3. Nailing schedule shall be in accordance with the specified code. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF 4. Pre-manufactured trusses. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Box 1675 BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, ab. Trusses shall bear a Boca number and shall be manufactured by a registered manufacturer. Phone: 1631)433 9084 • All trusses shall be "shaped" as shown on architectural cross sections. AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,New York 11971 E-Mail: ssbn654@optonline.net 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK E. ALL FLAMMABLE MATERIALS USED AND STORED IN ADEQUATELY VENTILATED SPACE. 5. Erect and brace trusses in accordance to truss plate institute recommendations. Kehl oe5ignns5oaiores,uc®fom,erlyoAKAssoclores,LLC SHALL BE INCLUDED AS 11- THEY WERE INDICATED IN THE DRAWINGS. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. iJ.- . . �J//�,;•:r-,,�,//,�,��. �.,�,��,,,,, 4. 6. Plywood sheathing. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIIF� & USE OF DOCUMENTS: THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. 5. a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the THE CONTRACTOR SHALL 13E RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED b. Plywood sheathing shall be continuous over two or more spans with grain of face ply's across supports CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR corporation or equal. GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented REMOVAL TASKS. THE CONTRACTOR THE CO\ITRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY therein, are the property of KEHLL DESIGN DESIGN OR DURING THE EXECUTICN OF THE WORK. 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. 3. DUST CONTROL: ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection 6 with an work or THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: 8. Design values: A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. the have been project other than for which y prepared without written consent. PLUMBING, ELECTRICAL, ETC. a. Framing Lumber: DF (north) No. 2 or better B. CONTRACTOR TO ISOLATE CONSTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS 7 E = 1 ,600,000 PSI C. OR HEAVY DROP CLOTHS. REV: PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Fv = 95 PSI 11-09-19 THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Fb - 825 PSI DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 12-12-19 12-14-19 8• ACCUMULATION.ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN 9. Design values: 12-21-19 THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. a. Laminated Veneer Lumber (LVL): 12-27-19 12-30-19 9 E = 1 ,900,000 PSI 4. NOISE AFTER HOURS: 01-02-2'0 THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fv = 285 PSI 01-13-2'0 DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. Fb = 2600 PSI A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, 01-27-20 10. B. EXCEPT LEGAL HOLIDAYS. 02-12-20 ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES, LLC. NOTE 11 CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 12. INCONVENIENCES TO THE OTHER NEIGHBORS. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO RESOLUTION. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS 6 SPECIAL SAFETY NOTES 13. IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ARISING FROM THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALSO IMPLIES ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE WORK IN OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 14. ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. PROPERTY, EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR RESOLUTION. DOCUMENT NOTES SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS ,AGREEMENT. NOTFOR 7 SINGLE PROVIDE AND MULTIPLE-STATION MULTIPLE-STATION ACCCORDASMOKE NCEALARMS H 2015 VINTERNAT ONABLORESIDEOELL AS CARN T DE DETECTORS CONSTRUCTION UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. USE UNLESS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL CERTIFIED BY A GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM I WINTER I ICE SHIELD RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE PROFESSIONAL LOAD SPEED (mph) CATEGORY WEATHERING DEPTH I TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY �± 25 lbs/sgft 130 (mph) C SEVERE 3'-01, MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 12 OF THE 2105 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 ENGINEER DESIGN CRITERIA TABLE 1607.1 - continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, UNIFORM CODE SUPPLEMENT STANDARDS FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS, AND MINIMUM CONCENTRATED LIVE LOADS g PRESCRIPTIVE DESIGN ALL STRUCTURES TO CONFORM WITH THE INTERNATIONAL RLSiDENTIAL CODE OCCUPANCY OR USE UNIFORM CONCENTRATED SECTION 1609 WIND LOADS NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 10 OF THE 2105 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 USES(s) AND OCCUPANCY CLASSIFICATON(s) 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS (PSF) (pounds) 1609.1.2 PROTECTION OF OPENINGS UNIFORM CODE SUPPLEMENT STANDARDS FOR EMERGENCY ESCAPE AND RESCUE REQUIREMENTS. UNINHABITABLE ATTICS W'i THOU" STORAGE 10 IN WIND-BORNE DEBRIS REGIONS, GLAZING IN BUILDINGS SHALL BE IMPACT RESISTANT USE OCCUPANCY OR PROTECTED WITH AN IMPACT RESISTANT COVERING MEETING THE REQUIREMENTS - UNINHABITABLE ATTICS WITH LIMITED STORAGE' T' k 20 OF APPROVED IMPACT RESISTANT STANDARD OR AST1fi E 19So AND ASTM 1886 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY RESIDENTIAL R-3 (SINGLE FAMILY) REFERENCED HEREIN AS FOLLOWS; EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. TYPE OF CONSTRUCTION (CHAPTER 6) HABITABLE ATTICS AND SLEEPING AREAS 30 1.GLAZED OPENINGS LOCATED WITHIN 30 FEET (9144mm) OF GRADE SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 1996. TYPE GROUP BALCONIES (EXTERIOR) AND DECKS (e) 40 2. GLAZED OPENINGS LOCATED MORE THAN 30 FEET (9144mm) ABOVE GRADE SHALL MEET THE PROVISIONS OF THE SMALL MISSILE TEST OF ASTM E 1996. NAILING NOTES: ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 23 OF THE 2015 INTERNATIONAL V B ALL OTHER AREAS 40 EXCEPTION: RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. STAIRS AND EXITS 40 300f 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16 INCH (11.1mm) AND HEIGHT AND FIRE AREA ONE - AND TWO- FAMILY DWELLINGS MAXIMUM PANEL SPAN OF 8 FEET (2438mm) SHALL BE PERMIT-ED FOR OPENING NO SUBSTITUTIONS `PROJECT: PROTECTION IN BUILDINGS WITH A MEAN ROOF HEIGHT OF 33 FEET (10,058mm) OR HEIGHT FIRE AREA FOR Sk 1 INCH = 25.4mm, 1 SQUARE INCH = 645.16 mm2, 1 SQUARE FOOT = 0.0929 m2 LESS THAT ARE CLASSIFIED AS A GROUP R-3 OR R-4 OCCUPANCY. PANELS SHALL 1 POUND PER SQUARE FOOT - 0.0479 kN/m? 1 POUND = 0.004448 kN, BE PRECUT SO THAT THEY SHALL BE ATTACHED TO FRAMING SURROUNDING THE A(( framing hardware shown On these plans, 1 POUND PER CUBIC FOOT = 16 kg/M3 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE HEIGHT, BUILDING. PREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED unless otherwise indicated, is Simpson Strong-Tie, THE VERTICAL DISTANCE- FROM GRADE e. THE CONCENTRATED WHEEL LOAD SHALL BE APPLIED ON AN AREA 4.5 INCHES BY WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO NO substitutions are approved Or authorized, HVtfAR PLANE TO THE AVERAGE HEIGHT OF UNLIMITED AREA 4.5 INCHES. RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH THE HIGHEST ROOF SURFACE 3 STORY THE PROVISIONS OF ASCE-7, WITH CORRISION-RESISTANT ATTACHMENT HARDWAREAV% V=111111 =23'-0" AS PER CHAFTER 5 OF THE AS PER TABLE 506.2 I. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING IS PERMITTED Due t0 the relationships of framing hardware to INTERNATIONAL RESIDENTIAL CODE BETWEEN JOISTS AND RAFTERS IS LESS THAN 42 INCHES, OR WHERE THERE FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET (13,716mm) OR LESS WHERE the other components of the structure, any framing m zo I D LM UPDATED WITH THE 20''6 ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF Vosd DETERMINED IN ACCORDANCE WITH SECTION 1609.3.1 DOES NOT EXCEED 140 MPH INTERNATIONAL CODE SUPPLEMENT. ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, (63 m/s). hardware substitutions will render these plans OR GREATER, WITHIN THE PLANE OF THE TRUSSES.THIS LIVE LOAD NEED NOT BE ASSUMED nut( and Vold, and will result In the installer/contractor TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. 2. GLAZING IN RISK CATEGORY I BUILDINGS, INCLUDING GREENHOUSES THAT ARE assuming- responsibility for the design and 1435 WILLOW DRIVE OCCUPIED FOR GROWING PLANTS ON A PRODUCTION OR RESEARCH BASIS, WITHOUT performance of the entire TOTAL HEIGHT FROM RIDGE TO GRADE 27'-2" J TUNINHABITABLE HE JOISTS AND RAFTERS WITH 4 O INCHES THOSE RHERE THE E HE CLEAR NEIGH BETWEEN PUBLIC ACCESS SHALL BE PERMITTED TO BE UNPROTECTED. p system, EAST MARION, NY, 11939 TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN 3. GLAZING IN RISK CATEGORY ll, III OR IV BUILDINGS LOCATED OVER 60 FEET ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN (18,288mm) ABOVE THE GROUND AND OVER 30 FEET (9144mm) ABOVE AGGREGATE THE PLANE OF THE TRUSS SURFACE ROOFS LOCATED WITHIN 1,500 FEET (458m) OF THE BJILDING SHALL BE LUMBER SPECIES AND GRADE PERMITTED TO BE UNPROTECTED. DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE DRAWING TITLE: i. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. NOT LESS THAN 30 INCHES GENERAL NOTES ii.) THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN TABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. STRUCTURAL PANELS o,b,c,d THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS FASTENER SPACING (INCHES) PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230) NOTES: AREAS OF STRUCTURE THAN 10 POUNDS PER SQUARE FOOT. FASTENER TYPE PANEL SPAN 4 FEET < PANEL 6 FEET < PANELTHESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE EX. CRAWL SPACE NA K. ATTIC SPACES SERVED BY STAIRWAYS OTHER THAN PULL-DOWN SHALL BE DESIGNED < 4 FEET SPAN < 6 FEET SPAN < 8 FEET 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE NEW CRAWL SPACE 434 sq. ft. TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR HABITABLE ATTICS AND SLEEPING PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL EX. BASEMENT 1154 sq. ft. ROOMS. N0. 8 WOOD SCREW- FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT. THE EX. FIRST FLOOR 1154 sq. ft. BASED ANCHOR WITH 2 16 10 8 DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSIONS DUE TO UNKNOWN OR NEW FIRST FLOOR LIVING AREA 445 sq. ft. INCH EMBEDMENT LENGTH UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT EX. SECOND FLOOR 930 sq. ft. NOTE: ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 19 CONCRETE NO. 10 WOOD SCREW- FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. - NEW SECOND FLOOR LIV NG AREA 513 sq. ft. OF THE INTERNATIONAL BUILDING CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. BASED ANCHOR WITH 2 16 12 9 INCH EMBEDMENT LENGTH 'SEAL: DATE: NEW BALCONY NA LOFT NA Y4 INCH DIAMETER LAGSCREW- NOVEMBER 19, 2019 „ BASED ANCHOR WITH 2 16 12 9 :,.. PROJECT N0: ATTIC (HOUSE)(c) NA w PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2015 INTERNATIONAL INCH EMBEDMENT LENGTH C COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. D Q,,'..., ; ATTIC (HOUSE)(b) NA ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED ' ^` 1060-2019 RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. �� - � �,t, ;` `r: ` : DRAWN BY: EX. GARAGE 434 sq. ft. UNDER FEDERAL COPYRIGHT LAW. NEW GARAGE 720 sq. ft. NOTE: THE BUILDING THERMAL ENVELOPE FOR THIS BUILDING MEETS OR EXCEEDS THE REQUIREMENTS PLANS MAY NOT BE REPRODUCED WITHOUT r � ;� ' BDK OF TABLE N1102.1 BASED ON THE CLIMATE ZONE SPECIFIED IN SECTION N1101.7 OF THE 2015 FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound = 4.448 N, 1 mile per hour = 0.447 m/s ui� ., �, ,.,"'_ "' g^ CHECKED BY: ATTIC (GARAGE)(c) 420 s . ft. iTT�N AUTHORIZATION. 1 b+r SCREENED PORCHES 440 s ft. INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. a. This table is based on 140 mph wind speed and a 45-foot mean roof height. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF (SEE PAGE A102 FOR DETAILS). sl � .."- ------- , SUNROOM NA b. Fasteners shall be installed at opposing ends of the wood structural panel. KEHL DES GN ASSOCIATES, LLC. „ SHELI NUMBER: DECKS 237 sq. ft. Fasteners shall be located a minimum of 1 inch from the edge of the panel. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2015 INTERNATIONAL a' r 634 COVERED PATIO NA c. Anchors shall penetrate through the exterior wall covering with on embedment PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN COVERED ENTRANCE 141 sq. ft. RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. l ` .w„_ .•**� r ength of 2 inches minimum into the building frame. Fasteners shall be located PROOF OF PURCHASE. a ,; Q�` ", v a., a �,,.. POOL HOUSE CABANA NA NOTE: THE SIZE OF ALL NAILING MATERIALS AND THE NAILING 1 a minimum of 2Y2 inches from the edge of concrete block or concrete. ° 'n_-.�,.,,.�r�y.•,,,,..�' s cte Atante of these drawings does not authorize the right to build without ACCESSORY STRUCTURE NA d UNCOVERED PATIO NA PATTERNS OF ALL MATERIALS TO BE IN ACCORDANCE WITH using vibration resistant anchors having a minimum ultimate withdrawal capacity the authorization of local governing agencies, such as Suffolk County Dept.. Where panel are attached to masonry or masonry stucco, they shall be attached P 9 9 DOB NUMBER: OF NEW BREEZEWAY 80 sq. ft. CHAPTER 23 OF THE 2015 INTERNATIONAL BUILDING CODE. of 1,500 pounds. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to (a) WITHOUT STORAGE construction, '© KMDESIGN•ASSOCIATPS,ac (b) WITH STORAGE r SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION TWO 8d NAILS THIS 0 / / %�� / // / / _ MTS20 LTS / ,/, �: ,,, ,�,y �% / - , DOUG w i/ Vii;'.„i/ ALLOWABLE LOADS i,z LOAD SIDE OF TRUSS. - FASTENERS LATERAL WITH �� m • PROVIDE (1) HGAIOKT ON MODEL GA UPLIFT UPLIFT CODE TOTAL FOUR o SIDE OF CEILING JOIST /%/� --y; (133/160) Sdxl}" 8d NAILS o AND ON SIDE OF RAFTER ® "a� N0. TO AVG REF. INTO TRUSS ` �( TO TO NAILS RAFTERS/ . TRUSS PLATES STUDSULT (133) (160) F Fz (133& STU1F,n) SIMPSON "- NOTE: REFER TO SIMPSON WOOD CONSTRUCTION TAKE-UP WASHER H7 16 4-8d 2-8d 8-6d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND Vr DESIGN A _ SSOCIATES Lw PROPER INSTALLATION PROCEDURES i— — residential & commercial design • consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 •/ — DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO o o ARTJ'x12 e e (TOTAL) AVG LENGTH OF BOLT IN WOOD MEMBERLENGTH OF BOLT IN WOOD MEMBER CODE 8d NAIL o / •• e PO.Box 1675 Phone: (631)433-9084 i/ ° , Southold,New York 11971 E-Mail: ssbn6540coptonline,nef MODEL GA z INTO N0. MAX. CLEAR ULT. LFTA LFTA REF. PLATES o` o° WIDTH PAN L QTY DIA 14" 2" 24" 3" 34" 1}" 2" 21" 3" 3}' eo EIGHT--' • • 8d NAILS NAIL SP4 ' INTO Kehl Design Associates,LLC o formerly D A K Associates,LLC LFTA 16 2J" 17" 3$1"16-1:)d — 4200 1205 1400 5, 44, 85 STUD o. / ""'•/ / . �J,., j/ ,7 ,- ����Y ���//J /. F, �/�T�%///// m. iii z DOUG-FIR LARCH / SO. PINE o OWNERSHIP 8C USE OF DOCUMENTS: FASTENERS ALLOWABLE UPLIFT LOADS These drawings and specifications including the MODEL L AVG 10d 10d x 1}" CODE NO. tOd tOd x 11" LSTA21 T A 21 ULT. REF. LFTA o. ideas, design and arrangements represented (133 / 160) (133) (160) therein, are the property of KEHL DESIGN Simpson Strong-Tie ASSOCIATES, LLC. No part thereof shall be MTS16 tg 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 HGA10 copied, disclosed to others or used in connection °• TTTT with any work or project other than for which ° o o° DETAIL "iL" they have been prepared without written consent. MTS20 20 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 ART "x12 o o0 REV: LST20 20 12-10d 12-10d x 14" 2383 775 720 720 3, 41 0 cNw- tt It ° 5° 11-09-19 COUPLER NUT DETAIL E STS 8 — 12-12-191 DOUG-FIR-LARCH Equal number of �' �SIMPSON 12-14-191 SO. PINE CODE TYPE OF DIRECTION ALLOWABLE LOADS REF. MNOEL TIONNEC- OF LOAD FLOOR ROOF (133/ specified Halls In a° 12-21-19 (loD> (12s) t6o each end TAKE-UP WASHER 12-27-19 Simpson Strong-Tie 12-30-19 G 515 645 670 I , 01-02-20i CS16 ART8"x12 01-13-20 LTP4 5 J 515 645 670 1 6, 39, 97 01-27-2D H 51:i 645 670 DETAIL "Hit 02-12-21) MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOLDOWN HOLDOWN ARTJ'x12 STUDDEFLECTION DEFLECTION CODE MODEL MACHINE AVG LENGTH OF BOLT 2,3 AT HIGHEST AT HIGHEST REF. N0. BASE BODY a ANCHOR BOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE GA GA HB SB W H B SO CL ANC ° DE ALLOWABLE LOAD DESIGN op° QTY DIA 12' 2" 24" 3" 34" 5}" LOAD WHEN RAISED OFF o THE ILL PLATE 0 0 HD2A 16 12 4A11 21" 2 8" 2A" 1 r 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 o 0 0 MODEL DIMENSIONS FASTE14ERS ALLOWABLE UPLIFT LOADS AVG N0. ULT. OF / SP CODE II W L STUD PLATE (133)2 (16 0)2 REF. SP4 3A" 71" -10d x '14" 2917 735 885 7, 40, 127 0 MODEL DIMENSIONS FAS"-ENERS (TOTAL) ALLOWAS-E TENSION LOADS CODE o GA FLOOR I REF. 100 WORK NOTIES: N0. NAILS 100 (133) (160) LSTA21 20 1 21 —16-10d 905 1205 1295 7, 40, 90 Loo MODEL DIMENSIONS FA51-ENERS (TOTAL) ALLOWABLE TENSION LOADS CODE to NO. GA W L NAILS FLOOR (133) (160) REF. 5 8 100LUS46 Simpson Strong-Tie STU SIMPSON MSTA24 18 1 24 IS-10d 1025 1370 LOW 7, 40, 90 NOT FOR MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE SPACING REF. N0. (LENGTH END GA CUT LENGTH (TOTAL) z A TAKE-UP WASHER L (100) (133 / 160) oc. OF ROLL IN A ROW) NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie CONSTRUCTION 23-8d 1235 1650 2 " ARE TO BE TOP MOUNTED UNLESS OTHERWISE V cs16 Iso' 14" 16 CLEAR SPAN +31" 7' 40' 90 NOTED. FAILURE TO COMPLY WITH ALL NOTES USE UNLESS MODEL DIMENSIONS FASTENERS DN. DO -FIR AR H PINE A WA A ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION NO. GA HEADERS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE �� �� w H B JOISTS ULT. BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL F tOd 16d (133) (160) 10d 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 3 " 4 " 2 -- 4-16d 4-16d 6076 1140 1160 1000 1150 1250 7, 40, 127 DETAIL "I" C N W- CERTIFIED BY A HUS210-2 14 3d 9{ 2 -- 8-16d 8-16d 6076 1755121051- 1650 1900 2065 1, 36, 84, 122 COUPLER NUT ART "x12 STu PROFESSIONAL DOUG-FIR AR P ALLOWABLE LOADS FASTENERS AVG UPLIFT LATERAL CODE MODEL N0. GA (133/160) REF. SIMPSON ENGINEER TO RAFTERS TO PLATES TO STUDS (133) (160) F Fz 160 TAKE-UP WASHER HGA10KT 14 4-SDS' 2 4-SDSJ"x3" UL .1523 435 435 1165 940 NIt USE A MINIMUM OF S P 4 TWO 8d NAILS THIS CNW- SIDE OF TRUSS. COUPLER NUT SP4 TOTAL FOUR /• m o SE A MINIMUM OF IN NAILS TWO 8d NAILS THIS STU LSTA21 " ANCHOR BOLTS INTO TRUSS SIDE DF TRUSS, MTS16 MTS16 SIMPSON SIMPSON TOTAL FOUR /. 0 HD2A TAKE-UP WASHER 8d NAILS LSTA21 Strong-Tie INTO TRUSS - HUS210-2 II PROJECT: TWO d o FIS%Wp 9 VIVAl 8 AIL TO o EIGHT-' PLATES o®o rW0 i 8d NAILS-_ 8d NAILS R E014" I D E r INTO INTO DETAIL "A" STUD Simpson Strong-Tie PLATES °mo H7 8d NAIL ® DETAIL "D" DETAIL "G" INTO DETAIL "J" 1435' WILLOW DRIVE STUD Simpson Strong-Tie ° H7 Simpson Strong-Tie EAST MARION, NY, 11939 LFTA ROD SYSTEM DETAIL "L" LFTA LFTA Ridge Strapping NOTE: DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS BPALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE LSTA30 DRAWING TI-TLE:ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS . HALT - 1 .0 ROOF - 10 3' THROUGH ROOF" 3•' THROUGH ROOF RUN OFF FACTORS ASP 2nd FLOOR 1 '-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per ver ical ft. SIMPSON WINDLOAD RooF II 3' THROUGH ROOF 3" THROUGH ROOF 2nd FLOOR 1 '-O" DEEP POOL x 6' DIA. = 22.3 cu.ft. per ve ical ft. CHARTS & CALCULATIONS ROOF 1 '-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. p� ertical ft. 3" " 2 mnfloom 1 '-0" DEEP POOL x 10' DIA. = 68.4 cu.f ee vertical ft. BATHROOM / STRONG-TIE DETAILS � $"„ 3 —/J /LAUNDRY 2'• ROOF DRAINAGE ROOM I•' l�� • LTP4 3 ROOF AREA = 2917 sq/ft CALCULATIONS AND •� 3' 2' 2' 2'• 3" 2' I 3' 3" LTP4 2nd FLOOR 2nd FLOOR - PLUMBING RISER DIAGRAM 2 2 2 •, 2 . V = A X R X C SWIMMI�I�i TO BE PROVIDED WITH A LTP4 2 2 3„ 2 3 -3 A = 2917 sq/ft DR 1 APACITY OF AN • DETAIL, "C" KITM � 3 3 R = 2" RAINFALL = .17 ft 8'-0`D . X 4'-0" DEEP POOL 'NOTES: 2' �► C = COEFF. = 1.0 THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE l ' Simpson r�p s o n Strong-Tie 2 3 ' 2 DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL • e 2 n.. �„ 2., 2. 3 N 3 3• 3• V = 2917 x 1 x .166667 = 486.17 CF , FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT. THE Floor-to-Floor Connections st FLOOR 486.17 / 42.25 VERTICAL FT. / FT V.F. DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSIONS DUE TO UNKNOWN OR 2.. 2.. 2•• 2 ' z" UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FLOOR Ridge Strapping 3 3 3 USE (4) 8' DIA. POOL 3'-0" DEEP = 1 V.F. FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 3 3' 3 3 '� 4" F.A. VENT 6" _ Detail 3 ABOVE GRADE OR ;SEAL: DATE: 3 3.. LTP4 DETAIL "B" 4••C.G, 486.11/ 22.3 VERTICAL FT, /,F'S 21.8 V.F. NOVEMBER 19 2019 C. USE (4) 6' DIA. POOL 6' D 24 V.F. PROJECT NO: 3 3.. LTP4 3 (�.. 4 4 TO SCDHS APPROVED ' avv ^yam '''' 2' SEWERAGE SYSTEM ` Myo .o,s t.,.,., 1060-2019 :y.Y` , . a~ „.. . . DRAWN BY: Simpson Strong- Tie POOLS TO BE PLACED PPOSITE SIDE OF V' y,� t BDK ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY HOUSE AND/OR LEADE TO BE PIPED TO Floor-to-Floor Connections EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE- POOLS (1/2 OF THE OOF TO DRAIN TO EACH "4 CHECKED BY: 71 DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL BASEMENT FLOOR YI s POOL, MAINTAIN M . OF 20 FEET FROM SEPTIC 1 CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. NO SUBSTITUTIONS ROOF . ' -3 SYSTEM AND MI . OF 10 FEET FROM FOUNDATION SHEET NUMBER' AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE All framing hardware shown on these plans, 3' SEWESAGE APPTRR SED )' -- /-� r LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH PUMP SYSTEM G � unless otherwise indicated, is Simpson Strong-Tie, ALL COVERS 0 BE TRAFFIC BEARING IF LOCATED IN AREA THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. WHERE TR FIC IS TO BE PRESENT. tk-� ' s' '° '`” No substitutions are approved or authorized, . 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) Due to the relationships of framing hardware to IF A M TIPLE POOL SYSTEM IS USED AROUND THE the other components of the structure, any framing HOU THEN EQUAL PROPORTIONS OF THE ROOF SHALL DoH NUMBER: OF 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - pc),r6viamensvb5tittkt6olag�Tt*tilk r5ysobzm, these plans _ BE IVERTED TO EACH POOL. PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230) null and void, and will result in the installer/contractor ` assumingres onsibilit for the desi n and PLUMBING RISER DIAGRAM (NTS) /COOLS TO BE INSTALLED MIN. OF 3-0' ABOVE 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) p y g !GROUND WATER. ® I�Ii1rDESIGnN•ASSOCIATES, uc ---=T 171 0l ;,;-�,,. 4'-0" 23'-9%" -4" 22'-0" 1T-3° 6-9" 1� SII "1 i KEHL DESIGN ASSOCIATES LLc residential & commercial design " consulting I I I I I G B A I A A I o o u 30 3D o I P0.Box 1675 Phone: (631)433-9084 LINE of SCREENED PORCH I I Southold,New York 11971 E-Mail: ssbn654@optonline.nel I I I I 8" PC. Foundation v Kehl Design Associates,LLC®formerly D A K Associates,LLC on 16'x8" Conc.Ftg. I o I a //�/"�%� ;J/%/1,�""'�%.117, %%%%"'•J7/::/%, .'��-' I (Min 3'-0" Below OWNERSHIP & I OF DOCUMENTS: I o I o — — — — — Final Grade)— Z Z N N — — — —— drawings and specifications including the — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —�e�uniloliw or a— I K, These ideas, design and arrangements represented _ — — — — — — — I o o 6'-a'x 6'-8'Dawe Doo I I I w W I I _• I therein, are the property of KEHL DESIGN I J I SEE PAGE B101 J �- - - - - - - - I F- — — — — — — — — — —— — — — — — — — -1 ASSOCIATES, LLC. No part thereof shall be P&T Subfloor BCI-50-1.8 x 9 Floor Joists - 16" cc. 1" copied, disclosed to others or used in connection I J" �ZzP&T Subfloor I with any work or project other than for which (Match Existing) 2x4 Blacking I I (Match Existing) 1 I they have been prepared without written consent. I I I Simpson Hanger 14'x 9�" LVL Boz I I I I R-30 Ins. o BCI-50-1.8 z 9" 2x4 Doug Fir Sill I FOR SCREENED I I III Floor Joists - 16" cc. 2x6 ACQ Sill 6 Mil Poly, Rubber Membrane �l REV: LINE OF DECK LINE OF DECK I rx 18" Anchor Bolts i PORCH AND DECK or Spray Foam Closed Cell p 11-09-1 9 2x4 DougFir To Plate 1 12-12-19 4" PC. Slab 2x4 Doug Fir Sill I 12-14-19 \ Fill in Existing Garage Door I 2x4 Suds 16' oc. 2x6 ACO Sill I 12-21-19 #5 Vertical Rebar 4' cc. I I I 12-21-19 � � \ 8" Foundation. Insure a 16°x 8" Footing I Provide Drywell I I I PLAN i I I 12-30-19 w/(3)#5 Rebor L.W and #5 Rebar is I \ For Shower �41Installed 2'-0" cc. S.W. " I CROSS SECTION q I I 01-02-20 I, 10 I 01-13-20 (Ftg to be Min. 3'-0"Below the Final Grade.) I �3 I B 01-27-20 0 12 Sona Tube to Grade on _ 24"&%12" Conc. Ftg w/ 8" PC. Foundation PROPOSED 1 03 02-12-20 CROSS SECTION n \ 10 = I I (4)#5 Rebar 5" cc. E.W. 1 on 16'x8" Conc.Ftg. GARAGE 1 y y 3-6 I I (Min 3'-0" Below Final Grade) I I (Min S-0' Below 1 12" Sona Tube to Grade on 'See Detail A" 7 7 24"x24"x12" Conc. Ftg w/ I ( Final Grade) I �\ (4)15 Rebar 5" cc. E.W. 2_434^-�( 2y" 2' 434° �\ / 5'-6" ( ) 5 SEE A303 FOR CONCRETE 0' ( X88 Mln 3'-0" Below Final Grode STAIRS DETAIL � 4 — 1 New Concrete Base I ° "See Detail A' 2 0 2 0 I 4" PC Slab with 6x6 WW'M /10x10 Go. \ I Under Patio Tiles I- -� / \ w/Drain — I 22'-8" r 2x8 ACQ Girder o � I o Provide 16"x8" Conc. Ftg. I 4", ( " B.I-90-20 z 117g" Floor Joists - 16" oc N Min. 3'-0" Below Final Grade I 1I ( 1 (Step Footing as Necessary I o N Replace all Basement Replace all Basement I ( 1 to Maintain Footing at S-0" 8 s Windows with Vinyl Sliding windows with Vinyl Sliding Below the Final Grade) I I a Units Units PROPOSED I I I WORK NOTES: BREEZEWAY o o Existing Foundation Wall to be Cleaned and Sand r ' a Blasted to remove all Replace all Basement y �2 0 N I-2-0 I I PROPOSED 8" PC. Foundation y N _ _ I on 16"x8' Conc.Ftg. Exposed Water Proofing. Windows with Vinyl Sliding UTILITY ROOM � -1 I I GARAGE Provide Thin Stone on M I Units S o `S `S S `S o o Mn 3'-0"Below I y I Final Grade) Stairwell Walls as Necessary. 2x8 AC4 Girder` 0 0 0 0 0 o I I (Verify with Owner Prior I N N N N to Installation) 1 2'-4%" -2Y" 2' 4%" SEE A303 FOR CONCRETE - I 1 I I I ( ( 1 I NOT F O R STAIRS DETAIL W8x17 STEEL BEAM W8x17 STEEL BEAM W8x17 STEEL BEAM 12" Sona Tube to Grade on — I— —� — —+— — — �— °—� — — — — 24"x24"x12" Conc. Ftg w/ CONSTRUCTION 7-11I1'-434" (4)#5 Rebar 5" cc. E.W. —— J L — —— STODGE (Min 3'-0" Below Final Grade) L — — — — — — — — — — — — J USE UNLESS _ aed�ouudi�eu or __ ce�FOutuio 7n�`a- 3" Dia. Stl.Column B 14"x 9�"LVl "See Detail A" — — s'-o'x 8'-0'DH Garage Door �' s'-o'x 8'-D'off Garage Door 1 N 3" Dia. Sll. Column BozGirrr — 9 - - — _ �� _ _ _ - - - CERTIFIED BY on _ 36"x36"x18 Concrete 36"x36'x18 Concrete �� I o APRON © o PROFESSIONAL ' 5 NOTE #1 o Footing o SEE COLUMNFootin9DETAIL o o STORAGE 1 (SEE COLUMN'DETAIL) 8" PC. Slab V i 2 ) CL „'-o"— 6'-4 e I 10 1 -s" ,O'-6" ENGINEER RECREATION ROOM ^ _ Provide 3o"x3o"x12" -- — UNDER o x 1 N 4)10p Galy Com a .ti � N STAIRS Conc. Ft with n I I B 24'-0" ox oX o ox I 9 I I ,o Provide Dr ell CE 3 0 3 g 5 a -5 (5)#5 Rebar Each Way yw 3 3 Equally Spaced o Provide 16"x8" Conc. Ftg. o o 9 at Base of Stairs Min. 3'-0" Below Final Grade to Prevent Basement a N N N N y N y �i O O (Step Footing as Necessary Flooding New Support II 'I A to Maintain Footing at 3'-0" See Section 00 EMQC I I 0 4x4 Post Anchor Below the Final Grade) TMG o �2,-6„ 10 o o I rx 18" Anchor Bolts I Replace all Basement TRASH 4_634" m — — -1 m - I I I PROJECT: 1 Windows with Vinyl Sliding PUMP _ _ Raise Foundation Provide Access to 1 4 Stirru 12" Sona Tube to above Grade ((^ L to Match Height Fill in Existing Garage Door P Units g New Crawl Space 1 g g on 24"x24"x12" Conc. Ftg w/ -9i o of House Foundation. � � 8" Foundation. Insure a 16"x 8' Footing o 'F I °; L-— — --I ", I I w/(3)#5 Rebar L.W. and #5 Rebar is i (5)#5 Rebar 4" cc. E.W. ;. (Min 3'-0" Below Final Grade) I � � °"► z Installed 2'-0" cc. S.W. 3'-334" 2'-6"—� o I 1 (Ftg to be Min. 3'-0"Below the Final Grade.) NEW FOYER DETAIL "A" NEW COVERED PORCH R E I H Kr E ABOVE I 4'-3Y' I o o 0 �- _ 1 I 2' 0" 10" 2'-0" 1D'-113/" -4" 8" I I Raise Foundation to Match Height 1435 WILLOW DRIVE _ _ of House Foundation.7 g 4/„ FT- -11 14L3 EAST MARION, NY, 11939 _13 2x10 ACO Girder _ o L J — — — — — 12" Sona Tube to above Grade Provide a 8" Foundation Beneath �— the New Foyer Walls on 16% 8" on 52"x24"x12" Conc. Ftg w/ Ye 4x4 Past Anchor 534" 2'-10" 13'-0" 2'-10" 534" (4)#5 Rebar 5" cc. L.W. and Footing. Insure the Footing is DRAWING TITLE: (11)#5 Rebar 4",cc, S.W. Installed at Min. of S-0" Below J"x 18" Anchor Bolts 19'-7Y° , the Final Grade. 12" Sona Tube to above Grade I (Min 3'-0' Below Final Grade) #4 Stirrup on 52"x24"x12"Conc. Ftg w/ 1 12" Sona Tube to Cro'e on Provide Clean-out in accordance "See Detail B" FOUNDATION PLAN 24"x24"x12" Conc. Ft w with Suffolk County Department o (5)#5 Rebar 4" cc, L.W. and I cc. 9 of Health Services. I I I (11)#5 Rebar 4"oc. S.W. (4)#5 Rebar 5"Final Era i (Min 3'-0"Below Final Grade) (Min 3'-0" Below final Grade) C B "See Detail A" A B A 03 30 0 30 ?0 L___4._4"� NOTES: DETAIL "B" THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE J' Primed Pine around Column 19'-7Y" 11'-10" 20'-83/" DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE 2x Furring around Column PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL 4"z4"x }" Box Tube Column 4'-8" — 2'-1%" 10'-0° 24'-0" FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSIONS DUE TO UNKNOWN OR p_g�^ UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 2x10 Floor Joists f '( 2x10 Floor Joists SEAL: DATE: 16" aa. 16" aa. FOUNDATION P NOVEMBER 19 2019 4" Steel Base Plate PROJECT N0: Steel Brace SCALE: 1/4"= 1'-0" INSTALL ALL TJI AS PER MANUFACTURES SPECS AND a tr€;"F.9 ". ' 1060-2019 Continuous Fillet Weld------ ,^. _ �; .: IN ACCORDANCE WITH THE ,x ., DRAWN BY: 2015 INTERNATIONAL RESIDENTIAL CODE ., NOTE #1 PROVIDE (2)2x8 ACQ ON ALL SIDES OF OPENING TO BASEMENT SPACE UPDATED WITH THE 2016 UNTORM CODE SUPPLEMENT. �. C'HECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL Acceptance of these drawings does not authorize the right to build without the authorizati - PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH 3�` Dia. Sti. Column EXISTING THE 2015 INTERNATIONAL RESIDENTIAL CODE CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT, of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building r SHEET NUMBER: an Departments, DEC FEMA etc. Verify all conditions, codes and requirements with such UPDATED WTH THE 2016 UNIFORM CODE SUPPLEMENT. AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE p y q , LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH 36"x36"x18 Concrete NEW agencies prior to construction. Footing VV THESE STANDARDS THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. � /� T Al 01 EXISTING TO BE RAISED AS NECESSARY ALL HEADERS ARE TO BE (2)1 4"X 9Y" LVL UNLESS ,V COLUMN DETAIL OTHERWISE NOTED 1. AF&PA WCOD FRAMED CONSTRUCTION MANUAL (WFCM) - © COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT DOB NUMBER: OF SCALE: 21.4-0" 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF NOTE: PROVIDE FIRE BREAKS AS PER THE 2015 PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230) KEHL DESIGN ASSOCIATES, LLC, THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE INTERNATIONAL RESIDENTIAL CODE UPDATED PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. WITH THE 2016 UNIFORM SUPPLEMENT 0 1EHHIIDESIGN•ASSOCIATES,uc 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) /% /g(+' /i'��/�',� ,/poi /�Gii://ice%i/ %,�L✓%i/!/�s�,%:, ;; , 44 -4" 22'-0" 17' " -9" Ent KEHL DESIGN ASSOCIATES' �c A B A 0 30 30 A I 0. residential & commercial design • consulting I I 1> I I I I G B 0 3o P0.Box 1675 Phone: (631)433-9084 LINE OF SCREENED PORCH i Southold,New York 11971 E-Mail: ssbn654@optonline.nei I I I C:) i /77 s Ke Design Associates,LLC s formerly D A K Associates,LLC CD W a 0- i OWNERSHIP USE OF DOCUMENTS: o o I - w Cr — — — — — — — — — — — — — — --y — —— — — — — — —— —— — _ hese drawings and specifications including the - - - - - - - - - - - - - - - - - - - - - I - - - _ - - - - _ - - - - - - - - - I - - - - - — Dropped Foundation ora T ideas, design and arrangements represented f therein, are theproperty of KEHL W I I s'-o^xs'-8`DoubleDaor I ASSOCIATES, LLC. No art thereof sOhasl be SEE PAGE B102 J _ _ _ _ _ _ _ _ _ _ _ _ _ _ � p - copied, disclosed to others or used in connection with an work or project I i 8" PC. Foundation I 1 y p o ect other than for which i i I on 113%8" Conc.Ftg. I I they have been prepared without written consent. FOR SCREENED i i I (Min -0" Below final Grade REV: LINE OF DECK LINE OF DECK I I 11-09-1 9 12-12-19 PORCH AND DECK I I I 12-14-19 I I i I I I I 12-21-19 12-27-19 I I 12-30-19 PLAN 1 01-13-20 22' 8" 01-02-20 12" Sona Tube to Grade on B I B 01-27-20 03 I 1 03 02-12-20 0 24"x24"x12" Conc. Ftg w/ I 8" PC. Foundation NEW 3'-6' = i (4)#5 Rebar 5"oc. E.W. I I on 16"x8" Conc.Ftg. GE I � � i I (Min 3'�oSe Below Detail Final Grade) I 1 (Min 3'-0" Below 1 I 12" Sono Tube to Grade on ( I Final Grade Concrete Base 24"x2412" Conc. Ftg w/ \ / Under Patio Tiles (4)#5 Rebar 5" oc. E.W. 3^ 3 \ / w/Drain g --5 8 (Mi( 3 0" Below Final Grade) �2 44— 5 7Y 2 4� 4'-0" I "I " I "See Detail A" 4" PC Slab with 66 WN /10x10 Go. 1 I I Ii \ I I I o _ 2 2x8 ACQ Girder _ ' I I , o 5Y" II NEW I I I I WORK NOTES: 0 I I 342 2° 1 BREEZEWAY o o I I 3Y" 1O 5y" ao I I 8" PC. Foundation RECREATION ROOM I I UTILITY ROOM 3Y" I NEW on in 3'-xS' "Below 28'-234" 21'-q%" _ _ I I GARAGE (Min 3'-0"Below I I 2 2x8 ACQ Girder` I Final Grade) M I I I a I I Shower Above I 3y" O 2'-4%" '-2Y" L2' 4%" I I i NOT FO R II I i i 1 CONSTRUCTION _ _W8x17 STEEL BEAM _ _ _W8x17 STEEL BEAM _ —�h _ W- STEEL BEAM _ 12" Sona Tube to Grade on I,, � 24"x24"z12" Conc. Ftg w/ .11" BP - - - - - (4)#5 Rebar 5" oc. E.W. I USE UNLESS II �p�/► (Min3-0 Below Final Grade) L _ _ __ _ _ _ _ _ _ _ _ _ - - - - _ J a ORAGE I Dropped Foundation for o D opped Foundatia fora CERTIFIED BY A "See Detail A" °np ( I I0STORAGE CI. 9'-0'x B-0'0H Garage Doo T-0"x V-0"OH Garage Door r II 11 CL - - - o — ®- - - - - APRON - - - - - - ®- - - - - - - - o PROFESSIONAL #..... 05 NOTE #1 RECREATION ROOM I I I I UNDER 8" PC. Slab ENGINEER I I STAIRS LL��qBP BP II 11 0 o II II II D 11 0 10 24'-0" 4'-8" ® O NEW CRAWL SPACE - " II II o 2868 2668 i i � 1 I � 1� � rn rn rn A I I I I II I I Washer A � x o 4�G Woter 10 0 EPTIC PROJECT: PUMP _ _ 11 II m Above m °' 4x4 Post Anchor I Da 1 rx 18" Anchor Bolts 4r I . WASTE LINE I 1 CLOSET II ", ", U #4 Stirrup 12" Sona Tube to above Grade - - - - - - - - - - - - - - — on 24"x24`x12" Conc. Ftgw/ INA (5)#5 Rebor 4" oc. E.W. W o (Mi3'-0" BelFinal Grade) NEW FOYER ABOVE Above i n ownara 1 x NEW CRAWL SPACE NEW COVERED PORCH ABOVE 0C ao 3y" a o DETAIL "A" o D 0" 10'-114" 4" d - 8„ 1435 WILLOW DRIVE EAST MARION, NY, 11939 I _jo/I --(3)2x10 ACO Girder - - - I I 54" 2'-10" 13'-D" 2'-10" 54" I DRAWING TITLE: I I i 19'-7Y" I BASEMENT REFLECTIVE CEILING PLAN C 40t A I B A 0 0 0 30 0 NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 7Y" 11'-10" 20'-8%" DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL 10'-0" 24'-0" FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT, THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT 0 9/a" FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: NOVEMBER 19 2019 ��((tt PROJECT NO: BASEMENT REFLECTIVE CEILING PLAN �� .� � � .P���a 1060-2019 INSTALL ALL TJI AS PER MANUFACTURES SPECS AND a "'" ``"°' xt " r`�;`"*.�• 3. �:,D;'. � DRAWN BY: IN ACCORDANCE WITH THE " f.',• BDK e 2015 INTERNATIONAL RESIDENTIAL CODE ' UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. SCALE: 1/4"=1'-0" Tt L CHECKED BY: DESIGN CRITER A AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL Acceptance of these drawings does not authorize the right to build without the authorization;; PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH CODE UPDATE[ WITH THE 2016 UNIFORM CODE SUPPLEMENT. of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building " �f r SHEET NUMBER: THE 2015 INTERNATIONAL RESIDENTIAL CODE l EXISTING AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT, agencies prior to construction. NEW LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN, WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH " '` /'� °' ,r Al 02 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. =,.-r. til ��'. ,! ALL HEADERS ARE TO BE (2)134"X 9Y" LVL UNLESS EXISTING TO BE RAISED AS NECESSARY 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) © COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE OTHERWISE NOTED PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT DOB NUMBER: OF 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230) KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE NOTE: PROVIDE FIRE BREAKS A5 PER THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. WITH THE 2016 UNIFORM SUPPLEMENT ® �I-IIJDESIGN•ASSOCIATES,111c 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) ,� go, -8" 52' 18' 10 0° 24' 0" ' 3 11'-4" 10'-0%" 12'-9�' -1%" 2'-44" 5'-22" 2-4 4 T-3° ' 1 Qw AJF3 r -�- 4- -9/" 8 9 A E i KEHL DESIGN ASSOCIATES LLC I I I I I I residential & commercial design • consulting I I I I I I ° B A P0.Boz 1615 Phone: (631)433-9084 0 0 30 LINE OF SCREENED PORCH Southold,New York 11971 E-Mail: ssbn654@optonline.nel Kehl Design Associates,LLC®formerly D A K Associates,LLC Wo - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � UWNERSHIP & USE OF DOCUMLNIS: N I _ I LrJ These drawings and specifications including the —cam - - - - - - - - I ideas, design and arrangements represented - - - rte- - - -� - - - - - - - r- - - - - - - - -r- - - o - - - - -� - - - - - - - - - - T - - o I- � - � 9 9 P therein, are the property of KEHL DESIGN J SEE PAGE B103 J I 31"x 9J' LVL Hdr. I ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection I Iwith any work or project other than for which I ( they have been prepared without written consent. rIOR SCREENEO2Azek or Trex I PROPOSED CONIC.SLAB REV: Shower Enclosure LINE OF DECK I I I I LINE OF DECK I I 11-09-1 9 Built on ACQ 12-12-19 Structure PPRCH AND DEPK I 12-14-19 (See Details) IL 12-21-19 12-27-19 — - - - -I - - - - - - - - -I- - - - - - -L- - - - - � - - - - - - - - � - - - - - - 1 - 1 - - - I `o - - P_� 12 30 19 01-02-20 - - - - - - I 01-13-20 B I B 01-27-20 02-12-20 3Y" 2'-I1" 3Y" I I —r _ — �_ 2❑ 13 1 14 1 " 14j ® — —— —�-io"-- — - 0 O tV ( O 2 S.M. 2 S.M. 3 x 9 LVL Hdr. - �-� 2 3"x 9' LVL Hdr. - - - - 1 3"x 9 ' LVL Hdr. REcraE REFRIGERATOR R i 3 x 3�"x 92" LVL Hdr, a 1._ _57 8 FREEZER 30•RE" GERATO SPACE FOR ENCH GARAGE TRASH 24 n C, o 3MI3656 DISHWASHER I 33D6 1 1_6� .I N i WORK NODES: 2' 2 N o NEW 11- KITCHEN o MUDROOM O 0 BREEZEWAY N �M O DINING ROOM 18D_DTulcRo24 I-24DB 7 —3OD6 0 1°' 10" o 3'-A F2� 1De 2668 068 DD '� '� -1Y," PANTRY CL _ Jix 9' LVL Hdr. _III L — L - -I— - -I I`— � 3Y" N 3'-158' t0'-2Y" - - - - - - - - _ 8" Square 8" Square o Column Column NOT C O -- _— 3Y" 3'— 2 I I I r BP BP aJ � - - . '-1� o Below Below O O I, I CONSTRUCTION HAKE-UP 3. 21DB DRAWER _ _ _ _ _ _ _ USE UNLESS 24•UNDER I 1668 2866 COUNTER 6 © CERTIFIED BY A 36D6 � 36D8 � 486C8 -94' 7'-11� 7'-8 o CL o ` I I 3"x 9z" LVL Hdr. 3'x 9' LVL Hdr. 4"x4"x " 1'-llY" 3'-1 4 30"wide 30'ride 30"wide 30•wde NEW �_ SII I I _- 1 0 Boz Tube Column _ I PROFESSIONAL x Box Tube Column " BATH N - - - - - � - - — — — - - — — — — — — — - - - - - - - - - - - -_ — _ � ENGINEER " _ " N 0 2' 0" "' o I - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - _ WC© co °x _ I 1 o BP BPoo N - - - - ❑ ❑ o " -1 p 1 V2 I I Entero W Series 2668 i u � Cod SwtaceSystem LIVING ROOM NEW Fral VO �' OL W/I htlps��emYo.can 3Y° CLOSET N I I I o HVA_ - - - - - - - - - - - RETU 4'-9y2' A I I L2'-O' 5 NEW ( 0.3 I I PROJECT: I 5 -CL BP BEDROOM#6 °x 19'-7Y" '-3Y" NEW 2"S M 3"z 9" LVL Hdr, %9 VIVA RT40 FOYER 2" NEW — — — — — r _ 1 -9Y" ts'-off I � '2 '' _ 2 - - 1 ( 1 � - - - 3"x9❑LVLHdr. 2 I l l I Cine of 1 D � IoorTx1"oxBeam -Line ofTnd-Floo�xIDIox-Beam — - I I i � 32'z 9" LVL Hdr. 2668 NEW COVERED PORCH I 1'-3" 5 I — — — — — — — — — — — - - - - - - - - L — — — — — 1435 WILLOW DRIVE o I I I I I — I � ® I EAST MARION, NY, 11939 3�"x 91" LVL Hdr. 31" 9�" LVL Hdr. z I o o — — — — — —3=x 94" LVL Girder 2" S.M. 2" S,M, - 2" S.M. 2" S.M. - - - - - - - _ - - - y — f2 1 1 l - - - - - - - - - - -(2 1 — i2 - -i 1 )- - i 1 2'-10" '-9Y," I I I DRAWING TITLE: I I I I I I I 54" FIRST FLOOR PLAN I I I I I I I C B A B A NOTES: 0 30 30 30 I THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 93 " --9'-9%" —2'- 12'-0"�5'-$1'" 14'-9" II 7 9%, /4 4 � 4 s DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL -8" 52'-1%" 10'-0" -9" 0'-6" -g" FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT, THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DAT E: NOVEMBER 19, 2019 PROJECT NO: �'`; 1060-2019 INSTALL ALL TJI AS PER MANUFACTURES SPECS AND FIRST FLOOR P IN ACCORDANCE WITH THE �,.,�..w��,�' . �aV,�„"° •.� DRAWN BY: 2015 INTERIJATIONAL RESIDENTIAL CODE SCALE: 1/4"=1'-0" UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. 'g' '� P CHECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL —A PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH CODE UPDATED WITH 7HE 2016 UNIFORM CODE SUPPLEMENT. 0 COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS A -- �, T-, 4” m STET NUMBER: THE 2015 INTERNATIONAL RESIDENTIAL CODE EXISTING PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT " UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT, AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE NEW LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Al ®/� THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC, THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE � �`" � �� r J PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. ALL HEADERS ARE TO BE (2)1 4"X 9Y" LVL UNLESS EXISTING TO BE RAISED AS NECESSARY OTHERWISE NOTED 1. AF&PA WOOD FRAM-__D CONSTRUCTION MANUAL (WFCM) DOB NUMBER: OF 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — Acceptance of these drawings does not authorize the right to build without the authorization NOTE: PROVIDE FIRE BREAKS AS PER THE 2015 PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building INTERNATIONAL RESIDENTIAL CODE UPDATED Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ® HIIrDERGN°ASSOC9AM ur WITH THE 2016 UNIFORM SUPPLEMENT 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. i/ /a i ', •,. . r 10 52'-1%" '-0° 24 -8" '-0" l/ \ 10'44 " ' ' _ 4Y" 2'-4%" a If i I-9Y4" -� L1 KEHL DESIGN ASSOCIATES �c I I I residential & commercial design • consulting I I I I I I I I I I I I I I I I I 30 0 � o P0.Box 1675 Phone: (631)433-9084 LINE OF SCREENED PORCH , Southold,New York 11971 E-Mail: ssbn654@optonline,net I I I I I o I Kehl Design Associates,LLC a formerly D A K Associctes,LLC I I I I I �5 I — — — — - - - I OWNER�)HN & USEJOF DO'UME,N/5/ — _ _ _ _ _ _ _ _ _ _ _ _ — //r/'/'• "i��//��/irce�/.' " These drawings and specifications including the - _ - - -I- - - - - - - - - - �- o I ideas, design and arrangements represented — — — - - o �SEE PAGE B1O4 Attic Acccecess therein, are the property of KEHL DESIGNZ T3�"x 91" LVL Hdr. I ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection 36"x I with any work or project other than for which I I I I I they have been prepared without written consent. OR SCREENEP R LV: ' nl � Azek or Trex —3-0 I _ Shower Enclosure LINE SOF DECK LINE OF DECK I I 11-09-1 9 Built on ACO PO RICH AND DE K I 12-12-19 12-14-19 I Structure I I 12-21-19 (See Details) I 2X10 Ceiling Joists - 16 oc. 12-27-19 12-30-19 - - - - - - - - - - - - - - - - - i - - - - �L - - - - - - - - i - i - I 01-13-20 01- 2 20 - - — — —I - - — — — — - - — —I— I o — — I c I B I •" I B 01-27-20 o I "' I 02-12-20 z VELUX AV VS-MO8 I I N - I I _ _ _ _ _J NEW NEW = 7- - � - - - - - - 3"x9" LVL Hdr- -- - - - - -- - 3"x9" LVLHdc - - - - - - - - - - _M - -u - - - - - - - - - - — 10',1 0" 321"X GARAGE o N N O I o - - - - a 3 x 2��-lidr. - - 3 z 9 LVL Hdr. -�-� 2 S.M. 2 S.M. RECYCLE m 48'REFRIGERATOR SPACE FOR BENCH - 2X1° Ceiling oists - 16" Dc. TRASH DISH24 WASHER I 33DB B"FREEZER 30"REFRIGERATOR ? '<o psq II I x x y = I WORK NOTES: o N NEW N 2' r NEW I I KITCHEN MUDROOM 'S x NI 15'-1GY2" N -8Ys' o 51 x 52 x s `s ,x BREEZEWAY a N J J F O N O •� DINING ROOM I I � �, _ ° o I oO H IaDB�ICRO 24 N 24D6_T 30DB N 2668 068 DD Shower T I / — L 13 I 3_� 21 D y" PANTRY CL X Above`- X /�Abov — o 2 ' - - - - LIN C � a - � I_ — L _ �I - - - - - � ,� 3Y c 9✓ I I O °' I o o d o 3'-1 g" �.-5'-174" "o o �o I N - - -_ _ _ _ _ _ , I J I H 3Y" 3, 3Y I 2X10 Ceiling Joists - 16" oc, 45 BP I I BP NOT FOR Below Below I I 3 MAX-UP = I S7 -11 �" W8x24 STEEL BEAM WITH TOP PLATE o_ W8x24_S SEL BEAM_WITH TOP PLATE _ 4 3. 21DB DR WER J I I I CONSTRUCTION FLUSH BM. (BETTER HEADER) FLUSH BM. (BETTER HEADER) ( 24' RDER - - - - a -9%" T-113a ,TubON 7'-�" — — — — — — — GW TER X I I i USE UNLESS z 2'-V'— �1'- —2'-1034 2�-�� �Abo r - (3)1�x 9r LVt_ W/ _ Y" 36D6 36o6 48BCe - T "' I I 3J"x 9" LVL Hdr. 3q"x 92" LVL Hdr. Ab we (2) ' Stl/Plates Flush Bm.4, 30"wide 30"wide 30"wide 30"wide 1'- 2 N� I I I CERTIFIED BY �4 3' 1Y" GSI _ _ _ _ _ _ _ _ _ _ _ PROFESSIONAL BATH I �; I - - - - - -- - - - - - - �,FW- -- - - - - - - - - - - - 2 - —— —— —— —— — — — — — — — — — — — — — — — — — — — — — — — J o 0 2' °" NI ENGINEER O r o BP BP WIC a -2 21 "x " LVL -1 o H o N E I I �2 —Fl I I LIVING m o ' Flush Bm. D " 2668 - NEW o ROOM x I CL WA ` .3 .3 "x • CLOSET I I M _ I HVAC � � � I - - - - - - - - - - - - - - - - - - - - - - - - - _� RETURN � Washer , I A N -`-2 Water :� N I o in Troy o I I Drain NEW I I I PROJECT: Above 19'-7 2 -Y" , �,. a — - BP BEDROOM#6 ;� rn Y" 3 2 3- a � o C] o � � o � I I I I I N NEW57< S IffA eL 2" S.M. 2" S.M. 2'S.M. FOYER NEW _9Y` 1s-o%" F— I I — 31 x 9r LVL Hdr. _�- BATH i" _ 3"x 91" LVL Hdr. I I I I Line of 2nd Floor�lHoxi Ream Tine o 2nd FloorTtOBoxTe1 " "m N arn 3"x 9j" LVL Hdr. I - � 9 = I N NEW COVERED PORCH y 1435 WILLOW DRIVE cox N N " I °x I EAST MARION, NY, 11939 oo �IVS 2" S.M. 2" S.M. 2"P.O. ED B I - - - - - I - - - - - � - - - - - - - - � - - - - -I- L 31"x 9}" LVL Girder 3"x 9" LVL Hdr. _ __ _ _ _ 2" J 3 x Hdr. DRAWING TITLE: -9Y," x o I I FIRST FLOOR J W - 4" I I I REFLECTIVE Oj g o 0 3o CEILING PLAN NOTES: " THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE g3/" 14'-9" T-gj" DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT. THE 52'_1/" 10'-0" -9" 10'-6" -g" DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT 0-9� FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: NOVEMBER 19 2019 FIRST FLOOR REFLECTIVE CEILING PLAN PROJECT N°: INSTALL ALL TJI AS PER MAIIUFACTURES SPECS AND 1060-2019 •';, DRAWN BY: IN ACCORDANCE WITH THEBDK 2015 INTERNATIONAL RESIDENTIAL CODE SCALE: 1/4"=1'-0" UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. { �,�'',,,��''" �".$,� °:°;' ` CHECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. V COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE l f` r SHEET NUMBER: THE 2015 INTERNATIONAL RESIDENTIAL CODE 7771 EXISTING AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT UPDATED NTH THE 2016 UNIFORM CODE SUPPLEMENT. LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF NEW THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THE =—msµ Al 04 PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 4 \051 ALL HEADERS ARE TO BE (2)134"X 9Y" LVL UNLESS J EXISTING TO BE RAISED AS NECESSARY r�' J 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) �. �, a� ' OTHERWISE NOTED �� DOB NUMBER: OF 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Build' PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) ng NOTE: PROVIDE FIRE BREAKS AS PER THE 2015 INTERfIATIONAL RESIDENTIAL CODE UPDATED Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ® 11'EMDINGN-A%OCIATES ur WITH THE 2016 UNIFORM SUPPLEMENT 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. t 74 2'-1/" j /i./,i ;:%,,ii/%t �.,. 7'-3Y" T-10Y" 14'-9Y4' 14'4/2' -2" 12'-0" 12'-D" <�_ ,. 11> <�_ B A m .. 0 30 30 0 KER DESIGN ASSOCIATES �c I I I I I residential & commercial design • consulting I I I I I I I I I I I I P0.Box 1675 Phone; (631 433-9084 I Soufhold,New York 11971 E-Mail; ssbn654@opfonline.nel Lp I jj Cn I I Kehl Design Associates,LLC e formerly D A K Associates,LLC Z W I I �r��i/_r 71/Z�i� OWNERSHIP & USE OF DOCUMENTS: OA U N ) These drawings and specifications including the — — — — — — 3�"x 7}" LVL Hdr. — — — — — ideas, design and arrangements represented �� therein, are the property of KEHL DESIGN I I I ( ASSOCIATES, LLC. No part thereof shall be SEEPAGE B I I I copied, disclosed to others or used in connection I I I with any work or project other than for which I I I they have been prepared without written consent. IFOR S REENEDI I II II REV: 11-09-19 ORCH N DEC I 112-1 -19 2-12-19 II II 12-21-19 12-27-19 li 12-30-19 PLAN I II II 01-113-20 01-27-20 NEW B II II B 02-12-20 OPEN DECK VELUX " VEf (ux VS-M0 8 V 08 I I II II I NEW I � GARAGE � I I I I I ROOF 1 " .M. 2 6 1 (1 ,I " .M. 1 2.il (1 ) " .M. f 2 1 z" M. i 2 J I I I I o In 3"x 7}° LVL Hdr. 1^ r"In In LINEN OBER j" }" 2 1 32 x 7� LVL Hdr. ° ° HAMPER 3 x 7 LVL Hdr. 3l"x 7" LVL Hdr. 3" O t I I O 1668 N BATH NEW I I WORK NOTES: ® BREEZEWAY 3'-3" M -0" 2'-6Y" "x ROOF BEDROOM#1 68 Poc. BEDROOM#4 NEW M TRAY CEILING o'1"x 9�" LVL Hdr. / J TRAY CEILING W N BEDROOM#5 @ 9'-6" ®M CL �O @ 9'.6" TRAY CEILING I I NOT FO R Z. -n• 2' o" -6 9' " @ I i I I CONSTRUCTION -0 -4" = 3'.4" -,(n. USE UNLESS —2_8" o = O N BATH 3 I I I ► CERTIFIED 13Y A — — — — 2 I - O ~ ) "" DRAWS x OO 2 3"xr2668 VL Hdr. I I I i PROFESSIONAL '-�Z=�---A'-,Z T -IOR47 ( HAMPER IL -- - - - - - - -- -- - 3"x1 LVL Hdr.- - - - - - - - - - - I ENGINEER - 4068 DD 2668 2668 -� � — L - - - - - - - - - - - - - - - .—I 3"x 9" LVL Hdr. LINEN =3'x 9" LVL Hdr. � 3rx 91" LVL Hdr. M J x _ O l CL CL ," " 3068 Poc. 2668 t M6'- � x � x -9 1'-�' 3l"x gl, LVL 3"x 9" LVL Hdr. ` M 2 2663 2668 r— Flush Bnn, B NEWN — 3 `1L Hdr. 3�x + ldr. " 7'-5. UNDRY R M O3 6/" NEW PROJECT: CL o ` SITTING AREA � T 3'-3' o 0 ray BEDROOM#2 �' BEDROOM#3 S-10Y° o BATIi C-2'_6" O o,i TRAY CEILING TRAY CEILING #5 H IRIA R O° z'-o' z 3�"x 71" LVL Hdr. 3rx 7J" LVL Hdr t%01D [7= o f 5'I 2" S.M.I 5 J 2„ S.M. f51 151 C OL 5"x 18"LVL Beam ^x ' Beneath Windows 1435 WILLOW DRIVE 13'-$y' 2'-0" 11'-5� (See Section) I I EAST MARION, N I , 11939 3�"x 74" LVL Hdr. 3�"z 7d" LVL Hdr. - - I 2 .1 2 .M.r 1 ,-� STORAGE AREA I DRAWING TITILL NEW COVERED PORCH BELOW - - - - - - - SECOND FLOOR PLAN I I I I I I I I I I I I I I I I I I I I I I I II I I I 0 j0 0 I 0 I 30 NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT, THE DESIGN PROFESSIONAL ASSUMES ND LIABILITY FOR OMISSIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT y_�y^ 14'_74^ g'_ `�'_ t0'_9f ;_ 2^ FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 20'-8� 12'-0" 12'4" SEAL: DATE: NOVEMBER 19 2019 2'-1 10'4" 24'-0" PROJECT NO: 6'_118 1060-2019 L..' DRAWN BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL SECOND FLOOR PLAN '�'U` ' CHECKED BY: CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. © COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATION RE '.. °� ~'. SHEET NUMBER: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE SCALE: 1/4"=1'-0" PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED IMTHOUT LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF ��+= KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FRO ESf--- �`��' =� .T _ 1 0 5 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. ,, n� �' PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHAS 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) EXISTING ``''y^�;-:.„---�-•'"`� DOB NUMBER: OF 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — NEW Acceptance of these drawings does not authorize the right to build without the authorization PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building EXISTING TO BE RAISED AS NECESSARY Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such © KEHbDESIGN-ASS MTES 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. �'�- %,/ J�/�G,q�i�.a6/✓io r//�of i%%�=�;7 %i S1;,, %�G''�i4�"����y,-''. 7-1QY" 14'-9/' a 12'-0" 12'-0" C B A PaD I p TO 30 0 30 p, -- KEHL DESIGN ASSOCIATES iLc I I I residential & commercial design • consulting I I I I I I I I I 1 I I I I I I P0.Box 1675 Phone: (631)433-9084 Southold,New York 11971 E-Mail: ssbn654@optonline.net R U I I W p Kehl Design Associates,LLC®formerly D A K Associates,LLC I I Z 17 W LU JWNERSHIN & USE OF DUCUMEN 15: These drawings and specifications including the - -- ideas, design and arrangements represented - - - - I 1—r - - -- -- - - - - - - - - - - - - - - - - I -- I therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be SEEPGEB106 i I copied, disclosed to others or used in connection I I I I with any work or project other than for which II II they have been prepared without written consent. FORS REENED REV: 11-09-19 ORCH ND DEC12-14-19 12-12-19 I I I I 12-21-19 12-27-19 I 1it II 12-30-19 NI I L 01-02-20 C3 B II II 01-13-20 Z B 01-27-20 NEW I I I 0 02-12-20 OPEN DECK "F3 VELUX V 08 U_ I I NEW I I I I LU I it GARAGE � I ROOF II - - . . .M. .M. 2" .M. " M 3�"x 7}' LVL Hdr. 32"x 7�° LVL Hdr. 31'x 71" LVL Hdr. 3"'x 7'" LVL Hdr. II 2'-6Y -3" 10'-73/" 15'-9' II BATH o o NEW WORK NOTES: j t N d I V U L = ROOF U U U a N � I X X X NEWN N BEDROOM#1 N BEDROOM#4 4'-3" - BEDROOM#5 TRAY CEILING _ " o S C H VVA M o xN•�- . t" XN•� ul Dawn XL"yNCL RAY C'EILING N" - 3 6 " TRAY COOE ILNG " @9�' @9.6 o tD N II II II I - - - - - - - - - - J, IIII O NOT FOR 9CONSTRUCT I O NN Z USE UNLESS BATH CERTIFIED BY #2 PROFESSIONAL 5yL —— —— — — —— —— _ _ — ENGINEER CL LINEN Aft CL ; 3068 Poc. 2668 JBP_ , 3 x 9LVHdr. CNEW _5 STNG UNDRY R 0 � 3'-6PROJECT: LO W2' CL T '-3'— co -3' o A EMB BEDROOM#2 x BEDROOM#3 N N N p TRAY CEILING TRAY CEILING _a° DO) o 3j"x 7° LVL Hdr. O 3�x 7r LVL Hdr. IN _ _ 29 n 0 R" E S I ENIF" Q_ 2" S.M. 2 S.M. CLI U U V U U U 00 co CIO 00 STORAGE AREA N 11'-6" 3'"x 7J" LVL Hdr. 3,"x 7J" LVL Hdr. ` 1 1435 WILLOW DRIVE EAST MARION, NY, 11939 I I I DRAWING TITLE: NEW COVERED PORCH BELOW - - - l - - - - - - - - - - - - - - - - - - - - - - — SECOND FLOOR REFLECTIVE INSTALL ALL TJI AS PER MANUFACTURES SPECS AND I I I I I 1 CEILING PLAN IN ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. i I I I I I I I I I I PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH 0 TO i 30 0 I 30 NOl ES: THE 2015 INTERNATIONAL RESIDENTIAL CODE THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT, THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSIONS DUE TO UNKNOWN OR ALL HEADERS ARE TO BE (2)13/"X 9Y" LVL UNLESS 1 UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT OTHERWISE NOTED 11 7'-3Y t4' 7�" y_ _ 10 t _ " FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. NOTE: PROVIDE FIRE BREAKS AS PER THE 2015 31'-V2' 20'-8 12'-0" 12'-0" SEAL: DATE: INTERNATIONAL RESIDENTIAL CODE UPDATED NOVEMBER 19 2019 WITH THE 2016 UNIFORM SUPPLEMENT 2'-1%" 10'-0" 24'-0" PROJECT NO: 1060-2019 DRAWN BY: CHECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL SECOND FLOOR REFLECTIVE CEILING PLAN © COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONSR ' t " , - 1E SHEET NUMBER: CODE UPDATED WITH THE UNIFORM CODE SUPPLEMENT. PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT AS AN ALTERNATIVE TO THEE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF A q0 C B 10 30 30 O 0 > Sq KEHL DESIGN ASSOCIATES uc residential & commercial design • consulting � I I P0.Box 1675 Phone: (631)433-9084 C) I I Southold,New York 11971 E-Mail: ssbn654@optonline.net �— LL I I w g Z w Kehl Design Associates,LLC e formerly D A K Associates,LLC I v _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ y _ JWNERSHIP & USE OF DOCUMENTS: I These drawings and specifications including the — — — — — — — — — — — — — ideas, design and arrangements represented rr - - -- -- -- -- -- - - - - - - - - - - - - - - � —1 1 therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be SEEPAllI,,,GE B disclosed to others or used in connection 1 with any work or project other than for which 1 they have been prepared without written consent. REENEDFORS11 1 2X8 Rafters 16" oc. 2X8 Rafters 16" oc. REV: 1 11-09-19 F PORCH ND DECK 112-1 -19 2-12-19 I I I I 1 12-24-19 12-27-19 1 I B I II II I 12-30- 19 � -20 PAN 01- 3-20 B _ _ NEW NEW 02-12-20 I II II OPEN DECK :VELUXAJ VELUX OPEN DECK VS-M08 I � I Ij II I LU II — - - - ROOFEDGEROOFR—OOF—ED—GE- --1I I I II 2X8 Rafters 16" oc, 2X8 Rafters 16" oc. - - - - - - - -- - r — — — — — — — — — — — — — —— — — —— —— — — —— III II 1 I o o IIn I I � j I NEW II x X GARAGE II BATH I NEW N ROOF I I WORK NOTES: 1 I I NEW BREEZEWAY BEDROOM#5 1 3 ROOF o x TRAY CEILING BEDROOM#1 BEDROOM#4 9,_6„ I o i 1 I TRAY CEILING TRAY CEILING @ N T FOR @ 9'-6" o o @ 9'-6" 1 0 o 00 co 1 I I J _ _ _ _ _ _ _ _ _ _ II II 1 CONSTRUCTION 11 II I USE UNLESS -o I i 1 II II i BATH 1 I I 2X8 Rafters 16' oc. 2X8 Rafters 16" oc. 1 I CERTIFIED BY A #2 - - - - - - - - - - - - - - RIDGE- - --- - - -I I I I li it i PROFESSIONAL 1 RIDGE _ I IL -- -- -- - - -- - - - - - - - - - - - - -- - - JI ENGINEER r - - - - - - - - - -- - - -- - - - - -- -- - - - - - - RIDGE - -- -- I II- - - - - - - - - - - - - - - - - - - - - - - - -- - -� I = I CL uNCLL " Attic Pui Down I � , i --- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ o IH BPM - BP I NEW 1 U DRY RO .0 I I 1 PROJECT: Walter Co I 1 Tray BATH NEW BEDROOM#2 BEDROOM#3 #5 A 1� SITTING A EA @ 9-6 I D I � TRAY CEILING � � TRAY CEILING � I I S A" H VVA Kro' 1 @ 9'-6" 1 >< >< P RE S I P um' E KI u"' PEI CIL - -- -- —I - - - - - - - - - - - - - - - - - - - - - - - - - - - rt ROOF EDGE ROOF EDC I STORAGE AREA 1 1435 WILLOW DRIVE 1 —I — E- - - - - - - - - - - -- -- -- - — - - - - -- -- -- -- J EAST MARION, NY, 11939 R09 EDG r ROOF EDGE R��F ESE ROOF EDGE 1 I I DRAWING TITLE: 1 I I I 1 I COVERED PORCH BELOW 1 - - - - - - - - - - - - - - - - - - - - - - L - - - - - ROOFEDGE ROOF EDGE ROOF EDGE ROOF EDGE ROOF FRAMING PLAN I I INSTALL ALL TJI AS PER MANUFACTURES SPECS ]NDIN ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEM I I ' C g A g A I I I PROVIDE HURRICANE STRAPPING IN ACCORDANCE 'NTH 03 0 30 30 30 NOTES: THE 2015 INTERNATIONAL RESIDENTIAL CODE THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSIONS DUE TO UNKNOWN OR ALL HEADERS ARE TO BE (2)1 a"X 9Y" LVL UNLESS UNFORESEEN FIELD CONDITIONS AND DR ADDITIONS BASED UPON COMMENTS NOT OTHERWISE NOTED FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: NOTE: PROVIDE FIRE BREAKS AS PER THE 2015 INTERNATIONAL RESIDENTIAL CODC UPDATED NOVEMBER 19 2019 WITH THE 2016 UNIFORM SUPPLEMENT 4'-1 -D" 26'-Cr PROJECT NO: 1060-2019 .> •,a.... (,s .° DRAWN BY: o` ,r �. i;;r... BDK CHECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL - f CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. ROOF PLAN © COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE . : if 4. SHEET NUMBER: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOU LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN, WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF % �� . (i �,� + /4� SCALE: 1/4"=1'-0" � �. � Vis.• A107 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE ,, �•� " ,�� PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. ' � 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) EXISTING -� = " UOtt NUMBER: OF 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — NEW Acceptance of these drawings does not authorize the right to build without the authorization PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building EXISTING TO BE RAISED AS NECESSARY Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ® KEHbDERGN,A%"TE%uc 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. el 7 61 12 12 ��� I ILLULLila 12 11 6 6F 2 16 �� KEHL DESIGN ASSOCIATES, roc residential & commercial design " consulting LLIJ L-L1 P0.Box 1675 Phone: (631)433-9084 1J JJ LLL ILLLLil LIL -U I �� LLJJ LJ I11 L I Y` LdLLtL U Southold,New York 11971 E-Mail: ssbn654@optonline.net LL LLLU I—LLIIII IIIII I J LLLtKehl Design Associates,LLC v formerly D A K Associates,LLC ILI �� U TT.'�% 'tel//' �//,%/�%%� ''2-77JJ .. I - I I I LI I LL I I��I I L�LI I SIJ JWNERSHIP & USE uF DOCUMENTS: Ld JALLLW These drawings and specifications including the =7 LiLLLM JUI I I ILL I ILL I IL I I I I I II I I I�IJ LJ ILII I I I�IJ IJ -�-- 6� Id designarrangements represented II � therein, are the propertyof KEHL DESIGN 12 IT i I ASSOCIATES, LLC. No part thereof shallbe NEW II Icopied, disclosed to others or used in connection ion 12 II II III LII JLLLJL with any work or project other than for which they have been prepared without written consent. W1llULU WAY 6 BREEZELL[IJ LL LL LULL LL l I LL I I LLL I LL I I LLL llllLU -, {` -- - - - - REV: 12-12-19 M. . 14-19 2-2.r . 1-19 JL Li 12-27-19 fuLj ^ Awn Unit t Awnin Unit Awnin Unit i 12-3 's�. Awnin Unit 0-19 LLLI LL LL LLL ILL ILL ILL ILL _' }5;:5M, 4 Ven ng) (Ven ng) ( 01-113-20 � �(Ven ng) ( Ven ng) I ILLI ILL ILL ILII ILLLT ILL ILLL II lJ IJ II IJ I�JLLL_ - 01-27-20 L I ILL ILL ILLL LL I ILL ILII L I II_ LU ILL I ILL I ILL I IUI L I �I ILL I ILL I IUI I I Il : � � I i LI_I ILII LL�Ij1 02-12-20 '�• ' I L I I LL I I LL I I LLI I I LL I I LLLI I SLI I ISL I�L I I LL I I LL' I_LU11L I , m' NORTH HOUSE ELEVATION- NORTH ELEVATION_ SCALE: 1/4"= 1'l SCALE: 1/4"=1'1 WORK NOTES: NOT FOR CONSTRUCTION 6( '2 12 6 USE UNLESS CERTIFIED BY A _ J PROFESSIONAL ENGINEER LLLM I �l L 1L - LaLLM PROJECT: 21I L 1 11 11 12 �6 � I IRIART LLU� iLL LLL v' `r J U ilui ia -L E 1435 WILLOW DRIVE 1A1 LUL LLW EAST MARION, NY, 11939 I II IUUJ LI IIfim ` DRAWING TITLE: ELEVATIONS SOUTH ELEVATION AS NOTED SOUTH GA RAGE ELEVATION NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE SCALE: 1/4"=1'-0" DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE SCALE: 1/4"= 1'-0" - PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS, SEAL: DATE: NOVEMBER 19 2019 PROJECT NO: INSTALL ALL TJI AS PER MANUFACTURES SPECS AND 1060-2019 �., INA AN Wl H H r'' i 17: ' DRAWN BY: 2015 INTERNATIONAL RESIDENTIAL CODE BDK UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. : we^pt.:(,: `'" ` yy�� ',;',r CHECKED BY: PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL ` fir' .,;` . C COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS AR z SHLEI NUMBER: THE 2x15 INTERNATIONAL RESIDENTIAL CODE CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. UPDATED WTH THE 2016 UNIFORM CODE SUPPLEMENT. AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESEA22 -01 ALL HEADERS ARE TO BE (2)1 a"X 9Yz" LVL UNLESS PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. OTHERWISE NOTED 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) .," DUET NUMBER: OF 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — - Acceptance of these drawings does not authorize the right to build without the authorization IN FOR ONE—AND TWO FAMILY DWELLINGS NoPROVIDE FIRE BREAKS As PER THE 2ot5 PRESCRIPTIVE METHOD AISIS-230 of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building INTERNATIONAL RESIDENTIAL CODE UPDATED ( ) WITH THE 2016 UNIFORM SUPPLEMENT Deportments; BEC, FEMA, etc. Verify all conditions, codes, and requirements with such C KEH16DESIGN•AS"1111 ,u� 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. 77, Av 7 Z ,moi� " 74,n, i / I �Ioifli 11 11 11 11 LLLLL I LLLL-LI L111 KEHL DESIGN ASSOCIATES' �c residential & commercial design " consulting LLLLLL] IA J JillI P0,Box 1615 Phone: (631)433-9084 1 1 11 11 1111 \III Southold,New York 11911 E-Mail: ssbn654@optonline.net I II IIII IIS Kehl Design Associates,LLC 9 formeAy D A K Associates,LLC LLE %%-7 7II/ i ./ =T Jim//7//'%////% ;i'%%'%%!T'.p.T' '!///7777 ' , I OWNLRSHIP & USE OF UOCUMLNIS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN 12 % ' _ 12 ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or1 ro'ect other than for which P ,.� they have beenre ared without written consent. P P / \ REV: LL-\I � 2 N 11-09-19 \ 12-12-19 ' % \ -19 '1 1 ,111 Jill 111 12-21- 19 N 12-27-19 12 12-30-19 IL 1] 01-13-20 ! 1 01-27-20 ! 02-12-20 ILLWL ! a LLIL t f: < . I-LL Ll T- 0 o WORK NO1 ES: WEST ELEVATION_ SCALE: 1/4"=1'-0" NOT FOR CONSTRUCTION USE UNLESS CERTIFIED BY A PROFESSIONAL IIID I l l l h I I I D I l l l ll I I I D IIID IIID IIID I! I l p I I I � I l l l p I I I 111 I I i I I _I I UI 1�J �J I II I LLJ I X1I 1 1 1 11 1 LL11J 1I 111 11 11 1111 11 LLI I_Lll I I I I �I I I I L I I I I I�I ENGINEER I IB1 I I IIII 1111 III I IIII a I1J I LLJ �I LI \I I' Ll�l Ulu 111111 111-Ii.LaLit, LLIU II II I II I II II ILII LI I I ILII I IL II Illli II IIII I X11 1 L11 11 1 I �J I I U I I D I I LI l l-1a H I L11A LI I I U 11 11 LI I I D IIID 1111I I 1 1 1 I 1 \1 I 11111 11 111 11 11 ILIH 111 11 1 1 11 1 HI 11 11 1 PROJECT: ill ui n I 12 \ \ 12 Comer BoardComer Board 1 s1 1 11 111 11I L S 141A R LU LLLLL III I 1 111 11 11 IT II I6 2 - I r Um"k E Kr LC" E LiH 6� - - - - - -- - - - - -- --- - - --- ---- - - - ------ - - --- ----- -- 11 11 Comer Board EAST MARION, NY, 11939 III IHL-]L--]L EILL11i II Comer o rd 1 ' HL-][--]H HL-JL-]H 111 Comer Board LLLL 1 ILLLJ L1 L11111 DRAWING TITLIE: Lilt I J ]MJL LL L JulELEVATIONS AS NOTED 0 0 NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS WELL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL EAST ELEVATION FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSIONS DUE i0 UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT SCALE: 1/4"= 1'-0" FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DA1 E: NOVEMBER 19, 2019 PROJECT NO: INSTALL ALL TJI AS PER MANUFACTURES SPECS ANDn 1060-2019 �aws,' IN ACCORDANCE WITH THE DRAWN BY: ' ' `' 2015 INTERNATIONAL RESIDENTIAL CODEBDK UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. ry �� a� lA`.1 j, Fav �h r CHECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL THE HE 2015 INTERNATIONAL RESIDENTIAL CODE CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. PROVIDE HURRICANE STRAPPING IN ACCORDANCE WTH © COPYRIGHT 2019 KEHL DESIGN ASSOCIATES LLC. ALL FLOOR PLANS AND ELEVATIONS AR SHEET NUMBER: d � '` .--=--' UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT t 'e LIMITATIONS OF THE THIS CGDE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE t I, @ � � 1` A202 ALL HEADERS ARE TO BE (Z)1/'X 9Y" LVL UNLESS _ PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. ` . OTHERWISE NOTED 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) `,,, �_w. DOB NUMBER: OF 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — Acceptance of these drawings does not authorize the right to build without the authorization NOTE: PROVIDE FIRE BREAKS AS PER THE 2015 PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building INTERNATIONAL RESIDENTIAL CODE UPDATED Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ® �rDESIGN-ASSOCZAZF.S,uc WITH THE 2016 UNIFORM SUPPLEMENT 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. It KEHL DESIGN ASSOCIATES �c Hurricane Stropping residential & commercial design • consulting Hurricane Strapping 2x10" Ridge 2x10' Ridge e" Bolt " B)It P0.Box 1675 Phone; (631)433-9084 ceilin Joists- Southold,New York 11971 E-Mail: ssbn654@opton1ine,ne1 8 6 n S 6-oc. CDX Roof Sheathing 2X8 Rafters 16" OC. Boli 2x8 Rafters 16" Kehl Design Associates,LLC o formerly D A K Associates,LLC , g° CDX Roof Sheathing / 2x4 Ridge Poles 21" CDX Roof Sheathing 20 Ridge 30 FeltPoles 16"oc. 16"oc. JWNERSHIP & USE OF DOCUMENTS: 30# Felt i 2x6 /2x4 " Bolt Architectural Fiberglass Strongback These drawings and specifications including the Roof System 2x8 Ceiling Joists-16 oc. Architectural Fiberglass 2x8 Collar Ties - 16 oc. ideas, design and arrangements represented /,/ Roof System 2x6 /2x4 therein, are the property of KEHL DESIGN Hurricane Stropping 2X6 false Cathedral ASSOCIATES, LLC. No art thereof shall be Hurricane Stropping I Strongback P Match All Fascia Heights— 1X6 Azek Fascia 3'-4" Match All Fascia Heights-1X6 Azek Fascia Rafters 16" Co. copied, disclosed to others or used in connection Boli 2X6 False Cathedral with any work or project other than for which Match All Fascia Heights — — — �„ Rafters 16" oc. they have been prepared without written consent. 12" Azek Beaded Soffit Match All ( 1 Match All Fascia Heights 12" Azek Beaded Soffit 1 g Bolt Match All Fascia Heights 2x Soffit Framing IFascia Heights 1„ �• 15 $�„ 2x Soffit Framing 2x4 Top Plates 54 x 18" LVL Beam I I 2x4 Top Plates 1 REV: (2)14 x 74 LVL Hdr (Min.) Beneath Windows "' 1° ,}„ 1„ NEW (2)14 x 14 LVL Hdr (Min.) 2x4 Studs (See Detail A301) NEW I I 2x4 Studs LAUNDRY ROOM 1 BEDROOM#5 I 11-09-19 1" �" CDX Sheathing R-15 Insulation R-15 Insulation 12-12-19 CDX Sheathing 1 30 Felt BEDROOM#3 HALL I BEDROOM#4 12-14-19 30# Felt # 1 12-21-19 Alaskan Cedar Shingles I Alaskan Cedar Shingles J" 3„ J, 12-27-1 9 g I 4" Oak floor R-15 Insulation a Oak Flooring (2)13"x 91" LVL W1. a Olk Flooring a Oak Flooring 01—02-20 24'-6� (2)14"x92 LVL Flush Beam p' CDX Subfloor a a Architectural Fiberglass WASHER O1—13-20 1„ 2x12 Rafter Plate Architectural Fiberglass R-30 Insulation �„ 2x12 Rafter Plate 01-27-20 Roof System CDX Subfloor �J" CDX Roof Sheathing Roof System 2x10 Floor Joists 16" oc. C6X Subfloor CDX Subfloor 8" CDX Roof Sheathing 02-12-20 GAF Ice & Water Shield GAF Ice& Water Shield 1d"x9"' 2x10 Floor Joists - 16" oc. 2x8 False Rafter Overhang 5„ 2x8 Ceilin To be Sistered with 14"x94" LVL Joists - 16" oc. 2x8 False Rafter Overhang CDX Roof Sheathing CDX Roof Sheathing — — — —— — — lx6 Fascia B g Joists 16" oc. R-30 Insulation—� 1x6 Fascia 2x8 Rafters 16" oc. 2x8 Rafters 15" oc —1 1B'_4y° Match All Fascia Heights Match All Fascia Heights Match All Fascia Heights— 1X6 Azek Fascia I I 2x10 Floor Joists — 16" oc. Match All Fascia Heights-1X6 Azek Fascia � � 11 2210 Floor Joists — i6" oc. g 2x Soffit Framing 3„ 1„ 2x4 False Overhang Outrigger 2x Soffit Framingq 2x4 Top Plates 2x4 Top Plotes �• 1• , 2x4 Top Plates 2x4 False Overhang Outrigger Sistered with 14 x94 x 16 LVL - 16" oc. 12' Azek Beatled Soffit I I I Sistered with i4 x94 x 16 LVL - 16' oc. 12" Azek Beaded Soffit I I 12" Azek Beaded Soffit 12" Azek Beaded Soffit Hurricane Strapping I I Screwed together with (2) 2-7/8" Flat-Lock Hurricane Stropping I I Screwed together with (2) 2 oc. Flat-Lock 2x4 Top Plates 11 NEW NEW Fasteners — 24" oc. 2x4 Top Plates Fasteners — 24" oc. 2x4 Studs WPI 2x4 suds DINING ROOM 8' CDX Roof sheathing BATH KITCHEN " CDX Roof sheathing I I LMNG ROOM R-15 Insulation II #4 CLOSET R-15 Insulation FOYER 2x4 Studs I I �" 30# Felt I I 4' Oak floor 4" Oak floor 2x6 ACO House Bra. Oak floor Alaskan Cedar Shingles a Alaskan Cedar Shingles Simpson Hangers 20 Shoe and 2x6 Blocking I I o 0 20 Shoe I I o 5., Hurricane Strapping 11 Hurricane Strapping 11 4x6" Trex Decking 1" —1� 2x10 Boz Beam " CDX Subfloor 2x10 Box Beam z CDX Subfloor ' CDX Subfloor WORK NOTES: 1x10 Azek Skirt Board 1x10 Azek Skirt Board — — —— —— —— —— — — — — — — BCI-50-1.8 x 9 Floor Joists — 16 on. CI-50-1 x " Floor o,st — 16" CC. 2x10 Floor Joists 16" oc. 2x10 Floor Joists 16" oc. 4"x9a"LVL Floor Jol is 16" oc. 2x10 Ffcar Joists 16 oc. 200 Floor i / 2x10 Floor Joists 16" oc. F26 ACO Floor J (2)2x6 ACQ Si'I Sim son Han Hanger R-30 Insulation (2)2x6 ACO Sill =___=I= Sistered with 2x8(16') - 16" oc. R-30 Insulation ___________ P9 ----------- --- — Grade Simpson Hanger Grade R-30 Insulation / 8" PC. Foundation 2x4 Top Plate 2x10 Floor Joists 16" oc. 2x4 Top Plates I R-30 Insulation / / 2x4 Top Plates 2x8 ACQ Girder (2) 21" Anchor Balis Damp Proofing 2" Closed Cell Spray Foam—/ 2x4 Studs-16" oc. 2x4 Top Plate 8" PC. Foundation — — — —I // STORAGE 44 Post Anchor 44 ACQ Post 2x4 Keyway or 2x4 Shoe 2x4 Studs Damp Proofing 12" Cone. Filled 21"x 12" Anchor Bolt 2" Dow Board T&G on 2x4 ACQ Sill 2x6 Studs-16' oc, CL 2x4 Studs 16"x8" Conc. Ftq. Sono Tube Min. Min. 3'-0" Below 6 mill Poly BASEMENT R-15 Insulation BASEMENT UNDER BASEMENT R-15 Insulation 3'-0" Below Final Final Grade. 2xs AGO sill UTILITY ROOM STAIRS Grade) '► NOT FOR 2x4 Shoe 2x4 Shoe CONSTRUCTION 2x6 ACQ Shoe 2x6 ACQ Shoe 2x4 Keyway USE UNLESS 16"x8" Conc, Ftg. CERTIFIED BY A We. 3'-0" Below �+�+ /� Final Grade, PROFESSIONAL • ENGINEER CROSS SECTION ('"A" CROSS SECTION SCALE: 4„ = 1,_0„ 301 SCALE: 4„ _ 1,_0„ 301 2x8 Rafters 16" on. �" CDX Roof Sheathing 30# Felt PROJECT: Architectural Fiberglass Roof System Hurricane Strapping S kC"' H V V A F"N't" 1X6 Azek Fascia 14% In v ,� R " S" 12" Azek Beaded Soffit �;, 2x Sofit Framing 2x4 Too Plates (2)14"x 71" LVL Hdr (Min,) 1435 WILLOW DRIVE 20 Studs " CDX Sheathing - EAST MARION, NY, 11939 30# Felt Aloskor Cedar Shingles Architectural Fiberglass 54"x 18" LVL Beam Roof System Beneath Windows GAF Ice & Water Shield (See Detail A301) T' CDX Roof Sheathing DRAWING I I f LE: 2x8 Rafters 16" oc. (3) 2x4 Posted Over SECTIONS Bearing Point AS NOTED NOTES: THESE PLANS ARE: AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT, THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: NOVEMBER 19, 2019 PROJECT NO: INSTALL ALL TJI AS PER MANUFACTURES SPECS AND 1060-2019 '*� IN ACCORDANCE WITH THE DRAWN BY:'. �T.����� �� �y�,°�` 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. CHECKED BY: PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL THE 2015 INTERNATIONAL RESIDENTIAL CODE CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. © COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATION E ., SHEET NUMBER: UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC, THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESEA 3"'t 0 1 ALL HEADERS ARE TO BE (2)1 4"X 9Y' LVL UNLESS Detail A3 1 PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCH .`a, `"���OTHERWISE NOTED 1. AF&PA WOOD FRAMED CDNSTRUCTION MANUAL (WFCM) _�_ .. DOB NUMBER: OF it) 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — Acceptance of these drawings does not authorize the right to build without the authorization NOTE: PROVIDE FIRE BREAKS AS PER THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED SCALE: 2 = 1 —0 PRESCRIPTIVE METHOD FOP, ONE—AND TWO FAMILY DWELLINGS (AISIS-230) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building WITH THE 2016 UNIFORM SUPPLEMENT Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ® �I�DESIG:N•ASSOC7ATE5,uc 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. H F3 81 KEHL DESIGN ASSOCIATES c residential & commercial design • consulting P0.Box 1675 Phone: (631 433-9084 Southold,New York 11971 E-Moil: ssbn654@opfonline,net Kehl Design Associates,LLC O formerly D A K Associates,LLC OWNERSHIP & U5L OF DUCUMLNTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. REV: 11-09-19 12-12-19 12-14-19 Hurricane Strapping Hurricane Stropping 12-27- 19 2x10" Ridge- 2x10" Ridge 12-30-19 01-02-20 $' Bolt— "Bolt 01-13-20 01-27-20 02-12-20 6 in Jols 6 c xb Ceiling3 1s- �" Bolt 2x8 Rafters 16" cc. 2z8 Rafters 16" oc. Z' CDX Roof Sheathing 2x4 Ridge Poles z g 2x4 Ridge Poles "CDX Roof Sheathing e of 30 Felt— 16'oc. e' Bolt 30 Felt 16 cc. R-49 Insulation 8^ Boll Architectural Fiberglass Architectural Fiberglass R-49 Insulation Roof System- Roof System 2x8 Color Ties - 16"oc. 2x6 /2x4 R-49 Insulation 2x6 /2x Hurricane Stropping Hurricane Strapping PP 9 2X6 False Cathedral Strongback 2X6 False Cathedral Stro b ck R-30 Insulation R-49 Insulation Match All Fascia Heights-1X6 Azek Fascia Match All Fascia Heights-1X6 Azek Fascia Rafters 16" oc. a g Bolt 2x6 Ceilin Joists-16'ac. Rafters 16" oc. 3° g Bolt 2X6 False Cathedral 12" Azek Bended Soffit 3" 12"Azek Beaded Soffit R-49 Insulation 3„ Rafters 16" ac. g Boll Match All Fascia Heights s Bolt Match All Fascia Heights 2x Soffit Framing x o ii raining U� R-30 Insulation WORK NOTES: 2x4 Top Plates R-15 Insulation 2z4 Top Plates (2)14"x 74" LVL Hdr (Min.) BATH#I (2)14"z 74" LVL Hdr (Min,) 2z4 Studs— BEDROOM#3 HAIL BATH BATH#1 20 Studs l" R-15 Insulation !" R-15 Insulation R-15 Insulation 2 CDX Sheathing WAC BEDROOM z cox sheathing BEDROOM#3 HALL BEDROOM#4 3" Oak Flooring 30# Felt— 4 g 30�Felt Alaskan Cedar Shingles 3„ 2" CDX Subfloor 3„ Alaskan Cedar Shingles 3„ 3„ R-15 Insulation 4 Oak Flooring W8x24 Steel Beam with Oak Flooring R-15 Insulation 4 Oak Flooring 4 Oak Flooring 4" Oak Flooring 213"z91" LVL Flush Beam I" CDX Subfloor To Plate Flush Bon, 2 CDX Subfloor i^ " CDX Subfloor O a 2 P 2X10 Box Beam 2 CDX Subfloor 2 C Architectural Fiberglass A (Better Header) 2x12 Rafter Plate Architectural Fiberglass I„ 2x12 Rafter Plate NOT I—O R Roof System 5" CDX Roof Shealhin g CDX Subfloor GAF Ice & Water Shield 2x10 Floor Joists 16' cc. a 9 Roof System �" CDX Roof Sheathing To be Sistered with 14"x91LVL Joists — 16" cc. 2x10 Floor Joists 16" cc, 2x10 Floor Joists 16" cc. 2x8 False Rafter Overhang GAF Ice & Water Shield g' CDX Roof Sheathing 2x8 Ceilin a < 5„ 2x8 Ceilin 2x10 Floor Joists 16" oc. 2z10 Floor Joists 16" oc. 2z8 False Rafter Overhang CONSTRUCTION —1x6 Fascia CDX Roof Sheathing 2x8 Rafters iF>" oc. Joists 16" oc R-30 Insulation R-30 Insulation s g Joists 16" oc. 3" !^ 1x6 Fascia To be Sistered with 1 x9 LVL Joists — 16" cc. R-30 Insulation 2x4 Top Plates Match All Fascia Hei hts 2x8 Rafters Fascia oc. ^ " 2x4 Top Plates USE UNLESS Match All Fascia Heights—1X6 Azek Fascia � 9 R-30 Insulation Match All Fascia Heights 2x Soffit Framing20'—Q2 11'-1Y" Match All Fascia Heights-1X6 Azek Fascia Top Plate Steel Beam with 11'-7 2z4 False Overhang Outrigger 12" Azek Beaced Soffit I I � 9 Top Plate flush Bon. 9 99e Hurricane Strapping I ( 3 12' Azek Beaded Soffit x o rade (Better Header) 2x4 False Beaded Soffit r 12' scan Beaded Soffit 12" Azek Beaded Soffit CERTIFIED BY A 2x Packing — (3)14 x 94 LVL W/ 4"x4"x d" Box Tube Column Hurricane Strapping 4"x4"x 4 Boz Tube Column 8" HB&G Columns COVERED (2) J" Stl/Plates Flush Bon. 2x Packing COVERED LIVING ROOM DINING ROOM R-21 Insolation PROFESSIONAL PORCH i ( B" HBFG Columns PORCH ENGINEER • 4"x6" Trex Decking LIVING ROOM DINING ROOM �"xs" Trex Decking 4x4 ACQ Post 2x6 ACO Floor Joist - 16"oc. 4x4 ACO Post 2x6 ACO Floor Joist - 16"cc. 4' Oak floor 4' Oak floor ;" Oak floor 4" Oak floor 13"x9 Hurricane Floor Joists 16"oc. 2" CDX Subfloor Hurricane Floor Joists 16"oc. Hurricane Stra m9 Hurricane Strapping ( I PP 2x6 Box Beam " CDX Subfloor 2x6 Boz Beam 2" CDX Subfloor Z' CDX Subfloor 1x8 Azek Skirl Board1x8 Azek Skirt Board — — — — — — — — — — — — — — — — — — — — — 2x10 Floor Joists - 16 oc. 2x10 Floor Joists 16" ac. 2x10 Floor Joists - 16" cc. 2x10 Floor Joists 16" oc. (3)2x10 ACO Cirder Sistered with 2x8 16 — 16 cc (3)2x10 4C0 Girder R-30 Insulation Sistered with 2z8 (16') — 16" ac. R-30 i" Steel Plate Full Fillet Weld R-30 Insulation Simpson Hangers I" R-30 Insulation Grade 8" PC. O R-30 Insulation 2 Grade p 9 O 2 Steel Plate Full Fillet Weld Insulation l" Steel Brace 1" i" I" Simpson Post Anchor Foundation 2 2 Steel Brace 2x4 Top Plates Simpson Post Anchor 2 Steel Brace 2 Steel Brace 2z4 Top Plates W8xl7 Steel BeamW8x17 Steel Beam a"x 18" Anchor Bolt a x 18"Anchor Bolt 12" Cone. Fillec Sona BASEMENT 2x4 Studs2x4 Studs 12 Conc. Filled Sona Tube on Tube on BASEMENT 1" 2'-0"x2'-0"z 8" BASEMENT 32 Dia. Stl. Column R-15 Insulation 2'-0"z2'-0"x 8° 32 Dia. St. Column--/ BASEMENT R-15 Insulation Fig with (4J#4on Flg with (4)#4 on Rebar Equally Spaced 36"x36"x18 Concrete Rebar Equally Spaced _ 36"x36"x18 Concrete PROJECT: Y (Min 3-OFooting 2x4 Shoe Each Way. (Mtn. 3'-0° Fooling ' " 16"x8" Conc. Ftg. (SEE C2x4 Shoe Each Way. DETAIL A101) 2x6 ACO Shoe Below Final Grade) (SEE COLUMN DETAIL A101) 2x6 ACD Shoe Below Final Gude) Min, 3'-0" Below Final Grade J A1111111111111k AIP& 1 E F'-1 E u F'-Lt '1040 H VVA "llb, L"! mm%& i Lim Z i 1 [2) E I M", I E SECTION "A" (ii41435 VVILLOV� DRIVE CROSS CROSS SECTION EAST MARION NY 1 939 SCALE: 4„ = 1'-0" 302 SCALE: 4„ = 1'-0" 302 DRAWING TITLE: SECTIONS AS NOTED NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT, THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: NOVEMBER 19, 2019 PROJECT NO: INSTALL ALL TJI AS PER MANUFACTURES SPECS AND „. ,.. ;.` w : 1060-2019 IN ACCORDANCE WITH THE ,.� 'gr, v'a:..` ► a` DRAWN BY: 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. •�^�^ BDK CHECKED BY: PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH DESIGN CRITERIA AND CONS-RUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIALp t THE 2015 INTERNATIONAL RESIDENTIAL CODE CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. © COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARES. SHEET NUMBER: UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT _ LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF - - THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THEA302 ALL HEADERS ARE TO BE 2 1 a"X 9Y" LVL UNLESS PLANS IS LICENSED EXCLUSIVELY TO THE BUYER WITH WRITTEN PROOF OF PURCHASE. N OTHERWISE NOTED 1. AF&PA WOOD FRAMED CCNSTRUCTION MANUAL (WFCM) DOB NUMBLR: OF 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING — Acceptance of these drawings does not authorize the right to build without the authorization NOTE: PROVIDE FIRE BREAKS As PER THE 2015 of local governing agencies, such as Suffolk Count Det of Health Services, Town Building INTERNATIONAL RESIDENTIAL CODE UPDATED PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) 9 9 9 Y P • 9 WITH THE 2016 UNIFORM SUPPLEMENT Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ® i1H1 rDERGN"A%"TES,ac 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. Hurricane Strapping 2x10" Ridge f r� -�/•/�/���/,�/�il/. , r— — /i/30#Felt i/�� \ m l: -- - j Architectural Fiberglass 2x6 Ceiling Joists-16"oc.Roof System � - . - � ------ 2x8 Rafters 16" oc. y, COX Raaf sheathing q Bolt KEHL DESIGN ASSOCIATES' LtC residential & commercial design • consulting Hurricane Strapping 8" Bolt 2x10" Ridge 30#Felt Architectural Fiberglass 26 Strongback 8° Bolt PO.Box 1675 Phone, X631)433-9084 Roof System o Southold,New York 11971 E-Mail; ssbn654@optonline.net 2x8 Rafters 16" oc. 2x6 Strongback �" Bolt —2x4 Ridge Poles �" CDX Roof Sheathing Kehl Design Associates,LLC o formerly D A K Associates,LLC 2x12 Rafter Plate Hurricane Strapping 16 oc. g' CDX Roof Sheathing 32"'x 92" LVL Hdr. Hurricane Strapping 2x8 False Rafter Overhang 1X6 Azek Fascia " Boll OWNERSHIP 8c USL uF DOCUMENTS: " CDX Subfloor a 2x6 Ceilin Joists-16 oc. These drawings and s ecifications including the —1x6 Fascia 1X6 Azek Fascia - - - - - - - - - - - - - - - - - - - - - - - - - - - —Match All Fascia Heights Match All Fascia Heights Match All Fascia Heights Match All Fascia Heights (2)224 Tap Plates 2210 DF - 16" oc. ideas, design and arrangements represented 2x4 False Overhong Outrigger g Azek Beaded Saffii therein, are the property of KEHL DESIGN 1X Azek Girder Wrap 32"'x 92"" LVL Hdr. Bolt ASSOCIATES, LLC. No part thereof shall be 12" Azek Beaded Soffit copied, disclosed to others or used in connection with any work or project other than for which 44 ACID Post Wrapped NEW " CDX Sheathing they have been prepared without written consent. with a 8" HB&G Column , BREEZEWAY 30# Felt NEW Main House Floor Level Alaskan Cedar Shingles GARAGE REV: R-15 Insulation 2x4 DF. Studs n Oak floor 1 1-09-1 9 " 2x6 ACQ House Bra. Main House Floor Level 12-12-19 Hurricane Strapping 4"x6" Trex Decking Breezeway Deck Level 12-14-19 pp g 12-21-19 Z" CDX Subfloor (3)2x10 ACQ Girder — — — — — — ——) 4" PC. Slab W/ 6x6 / WWM, 10/10 2x10 Floor Joists 16" oc. 4x4 Post Anchor 2x4 DF. Shoe — — — 1 2-27-1 9 12-30-19 01-02-20 e x 18" Anchor Bolts 2x6 ACQ SIII — — —)t — — 01-13-20 R-30 In,uIc ionF �'x 18" Anchor Bolts 01-27-20 2x4 Top Plates #4 Stirrup 8" PC. Foundation 02-12-20 2x4 Keyway 16"x8" Conc. Ftg. 2x4 Studs Min. 3'-0" Below - - - - - - - - - - - - - - - - - - - - - - - - - - - - R-15 Insulation Final Grade. 12" Sona Tube to above Grade 2x4 Shoe on 24"x24"x8" Conc. Flg w/ 26 ACQ Shoe (5)#5 Rebar 4" oc. E.W. (Min 3'-0" Below Final Grade) CROSS SECTION SCALE: 4 = 1 —0 303 WORK NOTES: CROSS SECTION (�A" SCALE: 4" = 1'-0" 303 NOT FOR CONSTRUCTION USE UNLESS CERTIFIED BY A PROFESSIONAL ENGINEER stairs Rail Grade #5 Rebar Grade Stairs 3 0" Su"' HWARI"I'" 16"x8" Conc. rtg. Min. 3'-0" Below KF U L .....-------------- E Final Grade. 4'-0" o 16"x8" Conc, Ffg. 8" 1435 WILLOW DRIVE Min. 3'-0" Below O O r Final Grade. o 0 0 0 0 EAST MARION, NY, 11939 o Drywell DRAWING TITLE: 2" 12'-6" SECTIONS AS NOTED NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL CROSS SECTION FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT SCALE: = 1'_O„ 303 FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 4 SEAL: DATE: NOVEMBER 19 2019 PROJECT NO: INSTALL ALL TJI AS PER MANUFACTURES SPECS AND N ACCORDANCE WITH THE 1060-2019 DRAWN BY: 2015 INTERNATIONAL RESIDENTIAL CODE T.oe.s. 1.C'"p-".``7 UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. ��' d `��''- CHECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL © . '"" d� COPYRIGHT 2019 KEHL DESIGN ASSOCIATES LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH � � SHENUMBER.- THE ME3ER: THE 2015 INTERNATIONAL RESIDENTIAL CODE CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE ' WA� t -� LIMITATIONS OF THE THIS CDDE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF bA3®� THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE ;�^ '4 1t...': 3 PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. ALL HEADERS ARE TO BE (2)1/a'X 9Y" LVL UNLESS OTHERWISE NOTED 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) DOB NUMBER: OF 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — Acceptance of these drawings does not authorize the right to build without the authorization NOTE PROVIDE FIRE BREAKS AS PER THE 2015 PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building INTERNATIONAL RESIDENTIAL CODE UPDATED Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such p KEHIIrDERGN-A%0QA1F.S,mc WITH THE 2016 UNIFORM SUPPLEMENT es enciprior to construction. 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies P ��, ;. % jam,,%..I .-� -`'� �f %.:::!. WIND W White Andersen © COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC, ALL FLOOR PLANS AND ELEVATIONS ARE % �C %� ;, ;, ANDERSEN 400 SERIES CASEMENT AND AWNING Support Mullions PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT f/ . PP WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF FIRST FLOOR WINDOWS Required for the KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE � _ PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. � �. TOTAL Assembly of Window LOCATION WINDOW ROUGH NUMBER GRILLES INTERIOR EXTERIOR Units Acceptance drawingsse g KEHL DESIGN ASSOCIATES i,Lc OPENING OF UNITS PATTERN SCREENS HARDWARE FINISH COLOR of local governingeagencies, such eSasoSuff IkoCountyeDepttof Health wSer�ceshTown hBulildnign residential & commercial design • consulting NUMBER Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such FIRST FLOOR CW14R 2'-4711x 4'-02" 8 2W X 2H WhiteTruscene White Classic Series Factory White White First Floor agencies prior to construction. 2 FIRST FLOOR CW14L 2'-47" x 4'-01" 7 2W X 2H WhiteTruscene White Classic Series Factory White White PC.Box 1675 Phone: (631 433-9084 2 DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL Southold,New York 11971 E-Mail: ssbn654@opton!ine,net 3 FIRST FLOOR CW135R ' 7" ' 3" 2W X 2H WhiteTruscene White Classic Series Facto White White 13 - C4 Support Mullions REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL 2 -4- X 3-5- 1 Factory 2 - C35 Support Mullions CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. Kehl Design Associates,LLC•formerly DAKAssociates,LLC AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE i n FIRST FLOOR CW135L 7" v_,5311 2W X 2H WhiteTruscene White Classic Series Facto White White THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE OWNERSHIP & USL OF DOCUMLNTS: `i 2 -4- X 32 ry LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. 5 FIRST FLOOR AW251v 2'-47" x 2'-47" 4 2W X 2H WhiteTruscene White Classic Series Factory White White WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH These drawings and specifications including the THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE ideas, design and arrangements represented FIRST FLOOR CW14R 7" �" INTERNATIONAL BUILDING CODE. therein, are the property of KEHL DESIGN 6 2-48 x 4 -02 1 2W X 2H WhiteTruscene White Classic Series Factory White White Obscure Glass / Temp. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection FIRST FLOOR CW14L 2'41i X 4'_01" 1 2W X 2H WhiteTruscene White Classic Series Factory White White Obscure Glass / Temp. 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) with any work or project other than for which 2 they have been prepared without written consent. 8 FIRST FLOOR AP42v ' 1" ' 1" 2W X 2H WhiteTruscene White Classic Series Facto White White 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — 4 -O2 X 4 -O2 4 Factory PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY REV: DWELLINGS (AISIS-230) SECOND FLOOR WINDOWS 11-09-19 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF 2 —19 12-1 -19 SECOND FLOOR CW14R 2'-47" x 4'-02' 6 2W X 2H WhiteTruscene White Classic Series Factory White White Second Floor LOG STRUCTURES (ICC400) 12-21-19 2 "SECOND FLOOR CW14L 21-47x 4'-01" 7 2W X 2H WhiteTruscene White Classic Series Factory White White 01-02-20 l SECOND FLOOR AW251v 7" ?" 2 2W X 2H WhiteTruscene White Classic Series Factory White White 2 01-13-20 7 - C4 Support Mullions o2-22-20 5 2 -4 x 2 -4 2 - A2 Support Mullions 6 SECOND FLOOR CW14R 2'-47" x 4'-02" 1 2W X 2H WhiteTruscene White Classic Series Factory White White Obscure Glass l g SECOND FLOOR A21v 2'_o5" x 2'_05" 6 2W X 2H WhiteTruscene White Classic Series Factory White White EXTERIOR DOORS LOCATION DOOR ROUGH TOTAL MANUFACTURE DOOR SPECIFICATIONS INTERIOR SCREENS EXTERIOR FRAMES NOTES SPECIAL NOTES SIZE AND SWING OPENING NUMBER FINISH COLOR 0 First Floor 3068 LH 3'-22"x 6'-10" OF UNI Therma-Tru, Smooth Star Smooth Fiberglass, 14" Solid Core Door V.W.O. Phantom Retractable screen Royal Marine Composite Hrdw. T.B.D. Satin Nickel WORK NOTES: 0 Screen Unit on White First Floor PS61611 L 6'04" x6 i-1 o7vt ANDERSEN 200 SERIES Perma-Sheild Factory White WhiteTruscene White Andersen Hrdw. Anvers Satin Nickel Andersen Blinds in the Low E Glass 0 First Floor 3068 LH 3'-22"x 6'-10" Therma-Tru, Smooth Star Smooth Fiberglass, 14" Solid Core Door V.W.O. V.W.O. Royal Marine Composite Hrdw. T.B.D. Satin Nickel ® First Floor 3068 LH - Outswing 3'-22"x 6'-10" Therma-Tru, Smooth Star 14' Steel Door Fire-Rated V.W.O. V.W.O. Royal Marine Composite Hrdw. T.B.D. Satin Nickel 12 HR Fire-Rated Assembly w/ Self-Closing Hinges F5 1Basement 3068 RH 3'-22"x 6'-10" Therma-Tru, Smooth Star Smooth Fiberglass, 14' Solid Core Door V.W.O. V.W.O. Royal Marine Composite Hrdw. T.B.D. Satin Nickel F61 Garage 9'-0" x 8'-0" Overhead 9'-3" x 8'-12" Clopay, Coachman 2" Ins. Steel Door Factory White NA White Azek T.B.D. NOT FOR F7 Garage 6'-0" x 6'-8" Dbl. Door " " 3" Composite CONSTRUCTION 9 6 -5 x 6 -10 Therma-Tru, Smooth Star Smooth Fiberglass, 14 Solid Core Door V.W.O. V.W.O. Royal Marine P Hrdw. T.B.D. Satin Nickel USE UNLESS ® First Floor 2868 RH 2'-102"x 6'-10" Therma-Tru, Smooth Star Smooth Fiberglass, 14" Solid Core Door V.W.O. V.W.O. Royal Marine Composite Hrdw. T.B.D. Satin Nickel USE BY A PROFESSIONAL BASEMENT INTERIOR DOORS ENGINEER LOCATION WINDOW ROUGH TOTAL OPENING NUMBER MANUFACTURE DOOR SPECIFICATIONS FRAMES HINGES NOTES NUMBER AND SWING OF UNITS O Basement 3068 RH 3'-22"x 6'-10" 1 Therma-Tru 12 HR Fire-Rated Door Primed Pine Brushed Nickel 12 HR Fire-Rated Assembly w/ Self-Closing Hinges O Basement 3068 LH 3'-22"x 6'-10" 1 Masonite, / Logan 14" Solid Core Door Primed Pine Brushed Nickel O Basement 2668 LH 2'-8"x 6'-10" 1 Therma-Tru 1g" Solid Core Door Primed Pine Brushed Nickel PROJECT: ® Basement 2868 RH 2'-8"x 6'-10" 2 Therma-Tru 18" Solid Core Door Primed Pine Brushed Nickel low FIRST FLOOR INTERIOR DOORS HINIART& W.- TOTALR Elm I D Em H C;"' E LOCATION DOOR ROUGH NUMBER MANUFACTURE DOOR SPECIFICATIONS FRAMES HINGES NUMBER OPENING OF UNITS 1435 WILLOW DRIVE O First Floor 5068 DD 5'-2"x 6'-10" 2 Masonite, / Logan 1$" Solid Core Door Primed Pine Brushed Nickel EAST MARION, NY, 11939 O First Floor 1668 LH 1'-8"x 6'-10" 1 Masonite, / Logan 13" Solid Core Door Primed Pine Brushed Nickel O First Floor 2668 LH 2'-8"x 6'-10" 3 Masonite, / Logan 18" Solid Core Door Primed Pine Brushed Nickel DRAWING TITLE: ® First Floor 2668 RH 2'-8"x 6'-10" 2 Masonite, / Logan 1$" Solid Core Door Primed Pine Brushed Nickel S First Floor 2468 Pocket Door 2'-6"x 7'-1" 1 Masonite, / Logan 1$" Solid Core Door Primed Pine Brushed Nickel WINDOW AND DOOR © First Floor 2868 RH 2'-10"x 6'-10" 1 Masonite, / Logan 13" Solid Core Door Primed Pine Brushed Nickel SCHEDULE NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE SECOND FLOOR INTERIOR DOORS PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT, THE ROUGH TOTAL DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSIONS DUE TO UNKNOWN OR LOCATION DOOR NUMBER MANUFACTUREUNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT NUMBER OPENING OF UNITS FRAMES HINGES FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: O Second Floor 5068 DD 5'-2"x 6'-10" 1 Masonite, / Logan 1g"Solid Core Door Primed Pine Brushed Nickel NOVEMBER 19, 2019 O Second Floor 1668 LH 1'-8"x 6'-10" 1 Masonite, / Logan 1$" PROJECT N0: Core Solid CDPrimed Pine Brushed Nickel ,q, ='may. 1060-2019 ;d Second Floor 2668 LH 2'-8"x 6'-10" 5 Masonite, / Logan 13" Solid Core Door � ., DRAWN BY: O g Primed Pine Brushed Nickel " �� BDK 8 r✓ %� C.L., '.� .sa ® Second Floor 2668 RH 2'-8"x 6'-10" 4 Masonite, / Logan 18" Solid Core Door Primed Pine Brushed Nickel ,�t �� P d i CHECKED BY: „� © Logan 13" Solid Core Door Primed Pine Brushed Nickel Second Floor 2868 RH 2'-10"x 6'-10" 0 Masonite, SHEET NUMBER: O Second Floor 4068 DD 4'-2"x 6'-10" 3 Masonite, / Logan 18" Solid Core Door Primed Pine Brushed Nickel --� M f' ', A401 aye°' ® Second Floor 2068 Pocket Door 4'-2"x 7'-1" 2 Masonite, / Logan 13" Solid Core Door Primed Pine Brushed Nickel R O Second Floor 3068 Pocket Door 6'-2"x 7'-1" 1 Masonite, / Logan 13" Solid Core Door Primed Pine Brushed Nickel DOB NUMBER: OF Second Floor 2668 DD 2'-8"x 6'-10" 2 Masonite, / Logan 13" Solid Core Door Primed Pine Brushed Nickel 0 MDESIGN•A%OMIEB 4 8" /e 24'-C" C B A B A A 17'-3" 6-9" 0 30' 30 30 30 ul 45'-3," KEHL DESIGN ASSOCIATES LLC residential & commercial design • consulting '- 2" 5/4 22'-0" 14'-10" - „ „ 5%" '-oY" -3%" 5'-3%" 5'-3%" 5'-3%' T-o%' -9%" 1'-0" PO.Box 1675 Phone: (631 l 433-9084 II Post Anchor Southold,New York 11971 E-Mail: ss Ion 6Wdoptonline.rel J"x 18" Anchor Bolts I I I I I I I I I I I I I I I I Kehl Design Associates,LLC a formerly D A K Associates,LLC (2)#4 Stiru 12" Sono Tube to above Grade on 36"z 36"x12" Conic. Ftg w/ OWNERSHIP & USE OF DOCUMENTS: 6)15 Rebar Equally Spaced, E.W r — —� r — — � � — — � I I (Min 4'-0" Below Final Grade) _ _ i _ _ _ _ I I —I I I � I I i I e These drawings and specifications including the — _ - _ _ _ _ — _I- I- x o - x o) _I z_ + I ideas, design and arrangements represented 71 ~� ACQ Girder ACQ Girder ACQ Girder ACQ Girder~' therein, are the property of KEHL DESIGN TL _ J I I .�L _ J I I ASSOCIATES, LLC. No part thereof shall be L _ _ _J ,� L_ _ _ J L __ _ J copied, disclosed to others or used in connection wit any work or t other theyhhave been preparredcwithout twrittenfor consent. DETAIL "A.. I i 3,_0^ .l• �-3'-0° l �--3'_0" � - - - - - - - - - - - - - - - - undat-ionTa REV: — —G'-D'x 6_-8'Double Doar 11-09-19 - - - - - - - - - - - - - - - - - - - I 12-12-19 I � I 12-14-19 6x6 Post Anchor 12-21-19 x 18" Anchor Bois 5Y," '-5y9' 7'-1Yz" -10Y" 7'-IS' 5Y," i I 12-27-19 I I I I 12-30-19 01-02-20 #4 Stirrup 12" Sono Tube to above Grade I I I I 01-113-20 on 24"x24"x12" Conic. Ftg w/ r — — —, _ _ r —— — , _ — I 8" 01-27-20 (5)#5 Rebar Equally Spaced E.W. o _ _ F_ —I � I I � � � � � � � I I � � � � � I � 02-12-20 (Min 3'-0" Below Final Grade) o - - -I I- - - -I- -®- -� - - � - = -I-�-I - --�- - _ --I— - - -- -I L �' L — J (4)2x8 ACQ Girder I I (4)2x8 ACQ Girder L — J (4)2x8 ACQ Girder N L— J (4)2x8 ACQ Girder I I (4)2x8 ACQ Girder (4)2x8 ACQ Girder 1- L _J L - DETAIL "B" 2'-O"� \ PROPOSED I I 03 I GARAGE I F_ -ll I I �- _ 4 2x8 ACQ Girder �, 4 2x8 ACQ Girder 4 2x8 ACQ Girder 4 2x8 ACQ Girder 4 2x8 ACQ Girder I 4 PC Slab with 6x6 WWM / 10x10 Ga. ( ) _ _ I I (4)2x8 ACQ Girder o _ I I _ I I - I WORK NOTES: _ 2x8 ACQ Girder _ ��= 50'-9%" I i BCI-90-2.0 z 11�' Floor Joists - 16" oc I a •N Replace all Basement Replace all Basement S Windows with Vinyl Sliding Windows with Vinyl Sliding PROPOSED S- o o Units Units I I I C3 0 0 0 o o BREEZEWAY o I I o I r r p-°" x 2_0^ I 8" PC. Foundation Replace all Basement Windows with Vinyl Sliding UTILITY ROOM I I PROPOSED on ICA* Conc.Ftg. I NOT FOR Units o 0 0 0 0 0 T I I I GARAGE (Min 3'-0" Below CV 2z8 ACQ Girder` o Final Grade) I i CONSTRUCTION O O O O O O N N N N N - I I I I USE UNLESS - - - 2'-44" 5'-2 2' 44" CERTIFIED BY A r I I i 1 PROFESSIONAL W8xl7 STEEL BEAM W8xl7 STEEL BEAM I I W8x17 STEEL BEAM 12" Sona Tube to Grade on - - � - - ENGINEER 24"x24"x12" Conic. Ftg w/ (4)#5 Rebar 5' oc. E.W. 10 L — — _J 9 11 4 4"L T1 (Min 3'-0" Below Final Grade) I L _ 3" Dia. Stl. Column B o STOP)GE 14 x 9Z' LVL "See Detail A" I — — — 0 on 3" Dia. $fl. Column C, Box Gird — — — 9'-D'x 8'-D'OH Gaage Doo — — —— 9'-0^x 8'-0'OH Garage Doa — — — — — on �- — — _ - - - - - - _ — — 36'x36"x18 Concrete Footing 36"x36'x18 Concrete I o APRON 9 Footing 8" PC. Slab ' 5 NOTE #1 0 (SEE COLUMN DETAIL) STORAGE (SEE COLUMN DETAIL) o 2 0 o CL 11'-0" k�8'-4�' RECREATION ROOM `�' `� I I -9" 1o'-s" -9" N 410 Galy Com N UNDER p v v Provide 30"z30"z12" '25 L _ _ _ @ 16"oc. CO 00 STAIRS i Conic. Ftg with •r 10 Provde Drywellt t5 .3 3 (5)15 Rebar Each Way _ I I PROJECT: Equally Spaced o s I I at Base of Stairs o o o o o to Prevent Basement " " N t y d 0 0 Flooding " 7 " n N New Support Wall ( T g (See Section)— f1 AAf 4'-$° EXISTING A x I I o BATH —2'-6" 10 o Replace all Basement TRASH 4_6a4^ m — — -1 � I I - Windows with Vinyl Sliding PUMP /� _ _ Raise Foundation Provide Access to I $' Units to Match Height New Crawl Space Fill in Existing Garage Door O 1 D E H of House Foundation. I 8" Foundation. Insure o 16"x 8' Footing L _ _ _J "; I I w/(3)#5 Rebar L.W. and #5 Rebar is Installed 2'-0" aa. S.W. 143,5 WILLOW DRIVE (Ftg to be Min. S-O"Below the Final Grade.) EAST MARION, NY, 11939 NEW FOYER NEW COVERED PORCH ABOVE 4'-3Y" Raise Foundation �' to Match Height I I DRAWING TITLE: — — — — — — of House Foundation. 8 I— � I— � _(3)LOQ ACQ Girder _ _ _ SCREENED PORCH FOUNDATION PLAN NOTES: C B A A THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 03 30 30 30 30 DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSIONS DUE TO UNKNOWN OR 19 7y 11 10 20 8/" UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 4'-8" 52'-1%" 1 D'-0" 24'-0" SEAL: DATE: NOVEMBER 19, 2019 PROJECT NO: FOUNDATION PLAN INSTALL ALL TN AS PER MANUFACTURES SPECS AND 1060-2019 IN ACCORDANCE WITH THE +• 2015 INTERNATIONAL RESIDENTIAL CODE ^' z' DRAWN BY: BDK UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. CHECKED BY: SCALE: 1/4"= 1'-0" DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL Acceptance of these drawings does not authorize the right to build without the authorization P ( . NOTE 1 PROVIDE 2 2x8 ACQ ON ALL SIDES OF OPENING TO BASEMENT SPACE PROVIDE HURRICANE NATIONAL IN ACCORDANCE WITH of local governing agencies, such as Suffolk Count p u Y.. ( ) THE 2015 INTERNATIONAL RESIDENTIAL CODE CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. 9 9 9 y Dept. of Health Services, Town Buil • '� sHEET NUMBER: UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH agencies prior to construction. B101 EXISTING THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. .� �:: o!a �d E_ 7-1 ALL HEADERS ARE TO BE (2)1 4"X 9%" LVL UNLESS - ----r +1 � ; NEW OTHERWISE MUTED 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 0 COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT DOB NUMBER: 17F 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EXISTING TO BE RAISED AS NECESSARY NOTE: PROVIDE FIRE BREAKS AS PER THE 2015 PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS AISIS-230) KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE INTERNATIONAL RESIDENTIAL CODE UPDATED ( PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. ® DESIGN•AS50CIATES,uc WITH THE 2016 UNIFORM SUPPLEMENT 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) D-9�" i✓moi fN. / / ��� /���/�; r, 1 e„ 10'-0° 24'-0° /� -- //4 ✓r ':::`` C g A B <)— A T 0 30 0 ° KEHL DESIGN ASSOCIATES �c residential & commercial design " consulting 5- P0.Boz 1615 Phone: (6311433-9084 '-5Y" 22'-0" 14'-10" 5Y4° Southold,New York 11971 E Mail: ssbn654@opton!ine.net —8'-OR" " -3�" 3%" 5' 3 8.. -3 8" T-0%" -9 g" t'-0" I Kehl Design Associates,LLC"formerly D A K Associates,LLC UWNERSHIP & USE OF DOCUMENTS: I I I These drawings and specifications including the ly _ _ _ _ _ _ x _ _ z _ ® _ z _ _ z_ ideas, design and arrangements represented 17ACQ irder ACQ Girder ACO Girder ACQ irder therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be o 0 o I I copied, disclosed to others or used in connection N I with any work or project other than for which ❑ they have been prepared without written consent. y y y N N N Lo Lo I Dropped Foundation for a REV' I N N II — _ - - 6D"x 6'-B"Double Doo 1 1 1-09-1 9 c> — — — — _ _ — - - - 2-19 Q - - - - - - - - - 02 92 N0 12-1 -19 8" PC. Foundation 12-21-19 on 16z8" Conc.Ftg. 12-2 -19 �" 7'-1%" -1OY" 7' 12-30-19 (Min 3'-0" Below 01-02-20 Final Grade) I I 01-13-20 01-27-20 02-12-20 (4)2x8 A Girder - (4)2x8 ACQ Girder @ (4)2x8 ACO Girder - (4)2x8 ACQ Girder (4)2x8 ACQ Girder (4)2x8 ACQ Girder I I I I I ( 0 0 0 0 0 o I N ' N I I 8" PC. Foundation NEW N y 3' 6" - on 16"x8" Conc.Ftg. GARAGE 0 0 0 0 0 o I (Min 3'-0° Below I� Concrete Base o d Cr a a Final Grade) I \ / Under Patio Tiles \ / I Nw/Drain 0"� �� o I 4" PC Slab with 6x6 WWM /10x10 Co.(4)2x8 ACQ Girder_ _ 02x8 ACQ Girder 4)2x8 ACQ Girder _ _4)2x8 ACQ Girder _ 4 2x8 ACQ Girder _ 4)2x8 ACQ Girder _ I i I o a WORK NO I ES: — — — I I I I o 0 2 2x8 ACI Girder 11 J _ o 12" Sona Tube to Grade on O 24"x24"x12" Conc. Ftg w/ o 5Y" (4)#5 Rebar 5" oc. E.W. 8" NEW I 12" Sona Tube to Grade on 28'-23/" 21'-4%" ( "See Detail A"Min 3'-0" Below Final Grade) BREEZEWAY � I I 24"x2412" Conc. Ftg w/ I I 32I I I I (4)#5 Rebar 5" oc. E.W. Q I (Min 3'-0' Below Final Grade) I 5y" < I I "See Detail A" 8" PC. Foundation I NOT FOR RECREATION ROOM I I UTILITY ROOM 3Y" I I NEW on in 3'-xg* " Belotg. II 2 _ _ I GARAGE (Min i I CONSTRUCTION II 22x8AC0Girder I Shower USE UNLESS M I I I 5Y° I I 3y A0 i I I i CERTIFIED BY A II I I I I PROFESSIONAL 3Y W8x17 STEEL BEAM _W8x17 STEEL BEAM ( 1 W8x17 STEEL BEAM 12" Sona Tube to Grade on 24°x24"x12" Conc, Ftg w/ ( I I ENGINEER — — — — (4)#5 Rebar 5" oc. E.W. II (Min 3'-0" Below Final Grade) L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - /�� "See Detail A` 9,-0,x B'-0"OH Cora a Door o9 I I QESTCCL RAGE CLIDropped Foundatan fa o g'O'zp8'-0"OH Ged a IerDaa— — — — — — — — — — — — II II o ® APRON ®- - - - - - - RECREATION ROOM I I UNDER 0 NOTE #1 I I I I \ 8 PC. Slab II II BP STAIRS Ab II BP II o o II o B 1a 52 11 II II (7)1 I I I =o — ______ NEW CRAWL SPACE PROJECT: 32 11 1 rF o 2868 2668 II II II o � EXISTING II IR Washer A Cq tap VA BATH I I I I I I 1A R o E� Water 10 0 EPTIC II 11 II PUMP _ _ 11 8 Above M 4x4 Post Anchor r F_ C. I I rx 18" Anchor Bolts L) im ° WASTE LINE I � CLOSET I I #4 Stirrup 12"Sona Tube to above Grade on 24"x24 1435 WILLOW DRIVE - - - - - - - - - - - - - - s3 '" "x12" Canc. Ftg w/ WC Above g` o (5)#5 Rebar 4°Dc. E.W. EAST MARION NY 11939 NEW FOYER ABOVE Above � L (Min 3'-0" Below Final Grade) � � NEW CRAWL SPACE NEW COVERED PORCH ABOVE cc o Cq _ C=1DETAIL A �2'-0"�10"_2'-0" 10'-114 4" d 8° DRAWING TITLE: 3'-7y' 200 ACQGirder SCREENED PORCH N GIRDER PLAN 54" 2'-10" 13'-0" L2'-10" -5y4" 19'-7y" NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT, THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSIONS DUE TO UNKNOWN OR C B A B A UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT 03 30 30 30 30 FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 19'-7%" 11'-10" 20'-84" SEAL: DATE: NOVEMBER 19 2019 -8' 52'-1%" 10'-0" 24'-0" PROJECT NO: INSTALL ALL TJI AS PER MANUFACTURES SPECS AND 0'_g/" a`, r g`a - 1060-2019 IN ACCORDANCE WITH THE 2015 INTERf1ATI0NAL RESIDENTIAL CODE _.� t.p'`. DRAWN BY: UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. troy, s. �' 6'�:r:,•..,, ' BDK Acceptance of these drawings does not authorize the right to build without the authorization . CHECKED BY: BASEMENT REFLECTIVE CEILING PLAN DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL p 9 9 �� ' • PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. of local governing agencies, such as Suffolk County Dept. of Health Services, Town Buildin t ', SHEET NUMBER: UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such k: SCALE: 1/4"=V-0" LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH agencies prior to construction. ' r THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. `� s"4's�.. ". -` B102 ALL HEADERS ARE TO BE (2)1/X 9/' LVL UNLESS OTHERWISE NOTED I EXISTING 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) © COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE X -_.- PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT DOB NUMBER: OF NEVA 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF NOTE: PROVIDE FIRE BREAKS AS PER THE 2015 KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE INTERNATIONAL RESIDENTIAL CODE UPDATED PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230) PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. WITH THE 2016 UVIFORM SUPPLEMENT EXISTING TO BE RAISED AS NECESSARY © KEMDESIGN"ASSOCIATES, - 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) -g" 52'-1$„ 10'-0" 24'-0" ,/.. - -- - vim , I't1L l_.E3 �!. 11'-4' 1D'-0%" 12'-9Y' -14' 2'-44" �" 2'-44" 1T-3" -9" % --,n - - - - - ou troll B AA KEHL DESIGN ASSOC ' IATES c O 0 0 30 3D 03 residential & commercial design • consulting P0.Box 1675 Phone: 1631)433-9084 Southold,New York 11971 E-Mail: ssbn654@optonline,nel 2" -5%" 22'-0" 14'-la" Kehl Design Associates,LLC e formerly D A K Associates,LLC 77 24" -10" 5'-0° UWNLRSHIP & USE OF DOCUMLN I S: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN I ® ❑ ® 4 2 ❑ 4 ® I o ASSOCIATES, LLC. No part thereof shall be x I 4 4 copied, disclosed to others or used in connection =� with any work or project other than for which they have been prepared without written consent. I J 11-09-19 12-12-19 i I I 12-14-19 ❑ I x 92 LVL Hdr, I 12-21-19 12-27-19 12-30-19 01-02-20 01-113-20 01-27-20 x x I 02-12-20 FR 11 R 91 93,0 o I C� I tj ARMI J I I 0 W WORK NOTES: _ _ El ® 7- - C- - - 71 -7 ;- - 1� ��- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - -- - - - - -- - - - - - - - - - - o N M - ❑ _ 3 z 9 LVL Hdr. - � �' • 2 S.M. 2 S.M. n 3"x 9" LVL Hdr. REcraE 3 z 9 AVL Hdr. -�-N 48�Rm FREEZER 3;"x 3;"x 9� LVL Hdr. ,,- -57 8"FREEZER/30'RE GERATO SPACE FOR ENCH o GARAGE TRASH 24 30D 3650 DISHWASHER I 33DB _6�^ ` I N - - - - _ - - - �. 2 NEW NEW N i 2 3 KITCHEN BREEZEWAY 2" o ® N O NOT FO R DINING ROOM - �� O o I CONSTRUCTION � 1sUBT— 2668 068 DD ��°"-� �'°�i USE UNLESS ❑ I MICRO 24 14DB 30D6 i 4 3'-4Y" 21DB �`` '° CL _ 3"z 9' LVL Hdr. _FI x,11 L - L - -I- - -I- - - -�°- J r-,i PANTRY o '-74° o o Lam- I CERTIFIED RTI F I EC _ _ _ BY A 8" Square 8" Square 10'-2Y" o — — — — — — — Column Column I I PROFESSIONAL 2 3 2 3'- BP OR I I I "I Below Below ENGINEER o � HAKE-UP , 38--_ �— O O 3. 21DB DRAWER Z_ 24'UNDER I V ❑ I I _ 1668 2868 — — — _ — _ _ �— — — _CouNTER I I CL 36D6 36D6 486C6 ` I I 3°x 9" LVL Hdr. 37 x 9 LVL Hdr, 1 4 z4 x ;" 4"x4"x 1'-llY" 3'-1� 30'wide 30'wide 30"wide 30'wide 1 -6%" —I _ Box Tube Column z x Boz Tube Column - — NEW -I BATH _ N I I APRON O2' 0" o - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - WC© � i o � M till 1 o BP BP 3� ❑ ❑ o � -1 2 I PROJECT: NEW LIVING ROOM � CL2668 WII CLOSET N 5.I HVA IR ETU ,. " 2 7 I A 2'-a" NEW I o3ti t 1511 — BP BEDROOM#6 - N �J 10� 11435 WILLOW DRIVE 412" 3"x 921" LVL Hdr. o EAST MARION NY 11939 2" S.M. FOYER - NEW 15'-D 8 ' -9r � i21 121 111 11 l _ _ _ _ _ _ BATH 3"x9�" LVL Hdr. _ _ i Line of 2nd Floor 2x10 Boz Beam Line of 2nd Floor-2 01 3"z t4-IT2 9" LVL Hdr. 2668 5 i DRAWING TITLE: NEW COVERED PORCH I 2" O � x I _ SCREENED PORCH _ _ - -- _ _ _ _ _ _—i_ 31"x 9r" LVL Hdr. 31"x 9J" LVL Hdr. I FLOOR PLAN o 0 3rx L9" LVL Girder - - - - - _ ? -- -- - - - - - - L - 2s2" S.M., 1 . 1121 S.M.. . 11 ) - -- - - -� 2'-10" — — — — ,-6"— — — — — — --6" — — — 2,_10"— — —-9Y"� NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 5DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE /4" PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT, THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSIONS DUE TO UNKNOWN OR B A B A UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT 03 1D 30 30 30 FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: -9%" 4 - 9'-9 2' V22-O14-9 ' ' " 5'-$Y" ' " 7' 4 ' 4 2 4 B NOVEMBER 19, 2019 -9" 10'4" 6-9" PROJECT NO: 1060-2019 INSTALL ALL TJI AS PER MANUFACTURES SPECS AND 0'-9/" IN ACCORDANCE WITH THE 6 �1:, , DRAWN BY: 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. FIRST FLOOR PLAN F, 4 ,'' »�.`, ` CHECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL PROVIDE HURRICANE STRAPPING IN ACCORDANCE W_H CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. � COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS AR !,. SET NUMBER: THE 2015 INTERNATIONAL RESIDENTIAL CODE SCALE: 1/4"=1'-0" AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT r UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC, THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE B103 , EXISTING PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. Q 'E ALL HEADERS ARE TO BE (2)13/"X 9Y" LVL UNLESS -_,- OTHERWISE NOTED NEW 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) DOB NUMBER: OF 2.AIS1 .STANDARD FOR COLD—FORMED STEEL FRAMING — Acceptance of these drawings does not authorize the right to build without the authorization NOTE: PROVIDE FIRE BREAKS AS PER THE 2015 EXISTING TO BE RAISED AS NECESSARY PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building INTERNATIONAL RESIDENTIAL CODE UPDATED Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ® MD1&GN.A%0MTES WITH THE 2016 UNIFORM SUPPLEMENT 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. r I r/ /.. �.„ r/ 4'-8" 52'-1 8' 10'4 24'-0" --- - 0" 9 4,. 11'-4' 10'-0%" 12'-9�' -1 2'-4/4 '-2Y" 2'-4%" 1T-3" 1/• - - - rr _ im 8 8 8 4 2 4 9" — 4 �© I B A B A A _ - - C KEHL DESIGN ASSOCIATES �.c 0 30 30 3D 30 residential & commercial design • consulting P0.Box 1675 Phone: (6311433-9084 Southold,New York 11971 E-Mail: ssbn654@optonline.net Kehl Design Associates,LLC e formerly D A K Associates,LLC OWNERSHIP & U5E OF DOCUMENTS: These drawings and specifications including the LINE OF SCREENED PORCH LINE OF SCREENED PORCH ideas, design and arrangements represented ❑ ❑ therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be 2x8 Rafters - 12" oc. 2x8 Rafters - 12"oc. copied, disclosed to others or used in connection with any work or project other than for which 71 they have been prepared without written consent. 1 — - - a o I I REV: Z I 1 11-09-19 3�"x 91" LVL Hdr. I 12-12-19 12-14-19 CD o 36% 36' 1 12-21-19 Z I Attic Access 12-27-19 —19 01-002-20 01-13-20 Azek or Trex I I 01-27-20 Shower Enclosure3-°—� LINE OF DECK � LINE OF DECK I I 02-12-20 Built on ACO Structure ❑ 2x8 Rafters - 12" oc. 2x8 Rafters - 12"oc. ❑ (See Details) 1 2X10 Ceiling Joists - 16" oc. J I o 2 2x8 Rafters (2)2x8 Rafters 03 Z z � VELUX VELUX 1 24'-0° W VS-MOB VS-MOS N o `� & J (2)2x8 Rafters (2)2x8 Rafters I 1 2x8 Rafters - 12" oc. 2x8 Rafters - 12"oc. _ J NEW I WORK NOTES: �-- - '7 - - - - - - 3 -21"x 9r, LVL Hdr. - - - - - - - - - - 3"x9" LVL Hdr. - - - - - - - - - - - - - - - - - - - - - - - - - - - - ❑ - -- - -- -�10" - - - - -� ( GARAGE o NI o S.M " � I M ° n 2 S.M. 2 S.M. REcraE 3 z 9 LVL Hdr. - -� 3 x 48'REFRIGERATOR FREEEZER� SPACE FOR NCH o 0 0 2X10 Ceiling oists - 16" oc. 1 TRASH 24" I 13TREEZER 30"REFRIGERATOR o 5 0 `o <o 0 3D 188 Se DISHWASHER 33D6 � � _6 g � I 2' 2 0 = NEW NEW I I KITCHEN 3 3 - 15'-1°Y" -8,�6" o M MUDROOM BREEZEWAY ,x N N I NOT FOR DINING ROOM � �' ^ �' _ a 10' � 1D" � �. I '< 18DB�ICRO 24 2408 30D6 4 s< 2668 068 DD '� '� ° o AboveShoweI o �� _ �o of I o = Z1Dy` PANTRY CL _ _ _ _ I o CONSTRUCTION o I o o N 3'-7Y8" N USE UNLESS X 1 o'-zs�" N �, - — — — — II I 1 N I 1 3Y" 3' I I' 2X10 Ceiling Joists - 16" oc. CERTIFIED BY A orn rn _I o� I I a BP I I BP I I o - -1 a o 1 I PROFESSIONAL _ W8z24_STEEL BEAM WITH TOP PLATE Bow_ W8x24 STEEL BEAM WITH TOP PLATE Below I I 1134 3, 21D8 DR WER J FLUSH BM. (BETTER HEADER) FLUSH BM. (BETTER HEADER) ( 24` NIR I ENGINEER -9%" 7'-11� Tub 1- — _ — cou iQt x 2- " 0 2'-V �Abo - _ 31?x 91 LVL W Y" 36D6 36DB 486CB � — ( ) / _ -I 31"x 9 LVL Hdr. 31'x 9 LVL Hdr. A ve (2) SU/Plates Flush Bm. -6� M I I " " " s 4" 3' lY" 30`wide 30`wide 30`wide 30`wide 1 NEW = Ali, 1 I 2'-9" 2 -7� BATH N 1 �� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- �--4• _ N O 2' 0" gp BP WIC N SII = N 0 21 "x 1" LVL -11Y Z N N E r'"I m Flush Bm. 2 D N 2668 ° 1 3 LIVING Z-1 N o I _ ROOM = NEW PROJECT: R CL n WA �,. CLOSET o O O O O O O O X X ` 3 N N D7 N N O - o Washer M M " " Water y I A N N � S H ViA 1"w" '-9N � N � � 0 0 0 r Tray S Drain J � Above N � NEW y � I - RESIE = HCE J BP BEDROOM#6 o � n o 19'-7Y" -3 3 3 1435 WILLOW DRIVE NEW X X N N N N EAST MARION NY 11939 2 S.M. 2" S.M. 2"S.M. . j� ^ FOYER NEW -9Y" 321'x 9�" LVL Hdr. °� BATH ' ( - - - _ - - 3"xLVtHdr. _ _ Line of 2nd Floor 2x10 Box Beam Line of 2nd Floor 2x10 Box Beam 32'x 91" LVL Hdr. NEW COVERED PORCH J DRAWING TITLE: U I U I c I c N 00 ;� - I - N f I cD x 92 _nn MI N = 1 SCREENED PORCH 1 � 2" S.M. 2" S.M. 2' M. I `V 1LL�Ji I REFLECTIVE L — — — — — —3�"x 91" LVL Girder 3 x Hdr. - - - _ - - - - - 3�"x9�"LVL Hdr_ — J CEILING PLAN N 8 NOTES: J W= 3j` THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT C A A FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 0 30 0 30 30 SEAL: DATE: 9'-9/a" 2'-3�' 2'-0.. ,-flY„ 14'-9" � T-1/a.• NOVEMBER 19, 2019 PROJECT NO: 10'-D" '-9" 10'-6" 9" INSTALL ALL TJI AS PER MANUFACTURES SPECS AND IN ACCORDANCE WITH THE ' 1060-2019 90'-9y8" P"*'; �.. (. .h•., DRAWN BY: 2015 INTERNATIONAL RESIDENTIAL CODE � .° �'`_ .` BDK UPDATED NTH THE 2016 UNIFORM CODE SUPPLEMENT. i °, 'a �`O."f" CHECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL PROVIDE HURRICANE STRAPPING IN ACCORDANCE WTH REFLECTIVE CODE UPDATED WI-H THE 2016 UNIFORM CODE SUPPLEMENT. 0 COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS A 4- SHEET NUMBER: THE 2015 INTERNATIONAL RESIDENTIAL CODE FIRST FLOO CEILING PLAN AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT 4 t UPDATED NTH THE 2016 UNIFORM CODE SUPPLEMENT. LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF SCALE: 1/4"=1'-0" THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THES x ,. U.- .cr.. ..'�i B1 04 PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. ` ALL HEADERS ARE TO BE (2)1 4"X 9Y" LVL UNLESS ` fir•,, ^ T t' " ' OTHERWISE NOTED EXISTING 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) , '� �4 !' DOB NUMBER: OF 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - - Acceptance of these drawings does not authorize the right to build without the authorization NOTE. PROVIDE FIRE BREAKS AS PER THE 2015 NEW PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building INTERnAOONAL RESIDENTIAL CODE UPDATED Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such 0 KE&DEIGN•ASSOCIAM uc WITH THE 2016 UNIFORM SUPPLEMENT EXISTING TO BE RAISED AS NECESSARY 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. r 4'-1 -0 25-1158 �^ A q �0 12'-11%" 13'-0" i /' v UU-Mil C B 0 -- r 30 30 / a v rN KEHL DESIGN ASSOCIATES roc residential & commercial design • consulting P0.Box 1675 Phone: (631)433-9084 Southold,New York 11971 E-Moil: ssbn654@opfonline,net Kehl Design Associates,LLC•formerly D A K Associates,LLC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the _ _ _ _ _ _ _ __ _ I ideas, design and arrangements represented - - - - I fr - - -- -- - - - - - - - - - - - - - - - - - ---I� I therein, are the property of KEHL DESIGN ( I ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. � C:) u LU Z w I I 2X8 Rafters 16" oc. 2X8 Rafters 16" oc. I REV: 1119 II I 12-102-19 12-14-19 12-21-19 12-27-19 12-30-19 01-02-20 o I I I I I I 01-13-20 z B I I I I H 01-27-20 NEW 8 NEW I II II I u 02-12-20 Cn OPEN DECK VELUX VELUX OPEN DECK I II II VS-MO8 VS-M08 LU zI II II __JI l 2X8 Rafters 16' oc. a 2X8 Rafters 16" oc. l� r _ROOFEDGE- - - - - - - - - - - -- - - - - -ROOF — - -- - - -- ROOF EDGE_ _ —, - - - - - - - - - - I I o o II I � II I I NEW II 3 I I GARAGE it i BATH I NEW ROOF I I WORK NOTES: NEW I BREEZEWAY BEDROOM#5 I a ROOF o BEDROOM#1 BEDROOM#4 TRAY CEILING TRAY CEILING TRAY CEILING @ 94 N T FOR o o I �'o x N N - - - - - - - - I I -' CONSTRUCTION Ll --� - - I Ii it 0 II II I USE UNLESS BATH i ( I I 2X8 Rafters 16" oc. 2X8 Rafters 16" oc. I I I CERTIFIED BY A #2 - - - - - - - - - - - — - - RIDGE- - - -- - -_ -I I I I I I l i I I I PROFESSIONAL II I ENGINEER rRIDGE - - - - - - - - RIDGE - -- - - - - RIDGE - - - -- — L —— — — —— —— —— —— — — — — — — — — — — — — — — L_ - - - - - - - - - - - - - M I CL LINEN AMC Pul Down BP - BP I NEW I U DRY RO yLNEW PROJECT: ter coTrayBATHCL BEDROOM#2 6 o BEDROOM#3 rco � A "I" C H W '"Fer. TRAY CEILING `N TRAY CEILING � EA °�@ g'-8" � @ gr�rr � OI N N N N O I I I R" E 4 ba' I 00L)" E KI C Eoo — I CIL rt ROOF EDGE - - -- -- - - - - - - - - - ROOF EDGE STORAGE AREA 1435 WILLOW DRIVE EAST MARION, NY, 11939 r 'RUT LOGE ROOF EDGE 9GF EDGE J ROOF EDGE I I I DRAWING TITLE: COVERED PORCH BELOW L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L _ _ _ _ _ _ J SCREENED PORCH ROOF EDGE ROOF EDGE ROOF EDGE ROOF EDGE ROOF FRAMING P LAN / WINDOW SCHEDULE INSTALL ALL TJI AS PER MANUFACTURES SPECS AND IN ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WTH THE 2016 UNIFORM CODE SUPPLEMENT. i C B A B A PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH 0 TO 0 30 30 NOTES: THE 2015 INTERNATIONAL RESIDENTIAL CODE THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE UPDATED WTH THE 2016 UNIFORM CODE SUPPLEMENT, DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSIONS DUE TO UNKNOWN OR ALL HEADERS ARE TO BE (2)1 4"X 9Y" LVL UNLESS I UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT OTHERWISE NOTED FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: MOTE: PROVIDE FIRE BREAKS AS PER THE 2015 NOVEMBER 19, IITERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM SUPPLEMENT 4'-1�" -D" 26'-0" PROJECT NO: 01 8'-1�a 1060-2019 C DRAWN BY: BDK CHECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL &�,....i �^ CODE UPDATED WITH THE 201 Ei UNIFORM CODE SUPPLEMENT. ROOF PLAN © e I COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE SHEET NUMBER: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT '. LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH SCALE: 1/4"=1'-0" WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OFB1 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC, THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE -r, 05 EXISTING 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. DOB NUMBER: OF 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - NEW Acceptance of these drawings does not authorize the right to build without the authorization PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building EXISTING TO BE RAISE[ AS NECESSARY Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ® KEEDESIGN-0OQAMuc 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. g, - - -- `K .� r KEHL DESIGN ASSOCIATES �c residential & commercial design • consulting Hurricane Stropping Hurricane Strapping (3)14"x16" LVL Ridge (3)14"x16" LVL Ridge Ripped 2x10 Ledger Ripped 200 Ledger P0.Box 1675 Phone: (631)433-9084 2x8 Rafters 12" oc. Hurricane Strapping Southold,New York 11971 E-Mail: ssbn654@optonline.net " CDX Roof Sheathing 6x6 Post 12 Hurricane Strapping 30# Felt — I 4 4x4 Post 12 Kehl Design Associates,LLC®formerly D A K Associates,LLC Architectural Fiberglass 6x6 ACQ Post 4 ` 1��/%%%%/�//�' I/ ��%I%%'/,9""% /r//7/x%7 "''%i'���� �:... Roof System —1x6 VJ PINE lz6 VJ PINE �" 13" 17" LVL Ledger 14"x118 LVL Ledger JWNERSHIP & USE OF DOCUMEN i S: Hurricane Stropping + These drawings and specifications including the Match All Fascia Heights-1X6 Azek Fascia4 4"x92" LVL Beam ideas, design and arrangements represented therein, are the property of KEHL DESIGN 3„ I" 3., v' l^ 3" +" 6x6 ACQ Post ASSOCIATES, L.L.C. No part thereof shall be (3)ld x9q LVL Hdr. (3)1�z9g LVL Hdr. (3)14"x9q LVL Hdr. (3)1a z9p LVL Hdr. 2x Soffit Framing (SEE GABLE DETAILS) (SEE GABLE DETAILS) (SEE GABLE DETAILS) (SEE GABLE DETAILS) Hurricane Strapping copied, disclosed to others or used n connection 12" Azek Beaded Soffit with any work or project other than for which they have been prepared without written consent. IUL 66 Post 44 Post 6x6 Post 44 Post 6x6 Post REV: 11 -09-19 12-12-19 2x8 ACQ Floor Joists Weed Barrier 2x8 ACQ Floor Joists Weed Barrier 12-14-19 12" oc12" oc. 12—21-19 L �1LI 12-30-19 . 01-02-20 2x8 ACQ Floor Joists - 12 oc. 01-13-20 (4)2x8 ACQ Girder (4)2x8 ACQ Girder (42x8 ACQ Girder (4)2x8 ACQ Girder (4)2x8 ACQ Girder PLAN VIEW 02-12-20 0 SECTION VIEW 0 0 2-o �_31_0'" SEE DETAIL "B" SEE DETAIL "B" SEE DETAIL "B" SEE DETAIL "B" SEE DETAIL "A" SEE DETAIL "A" SEE DETAIL "A" GABLE DETAILS SEE DETAIL"A" SEE DETAIL "A" (4 2x8 ACQ Girder 4)2x8 ACQ Girder 4 2x8 ACQ Girder 4 2x8 ACQ Girder (4)2x8 ACO Girder (4)2x8 ACO Girder (4)2x8 ACQ Girder —� — � x — �— — — — — — — _* WORK NOTES: �1'-1 6'-10Y" 1'-1- CROSS SECTION CROSS SECTION „A • ' NOTF R SCALE: 4 _ 0 01 SCALE: 4" = 1'-0" B301 3CONSTRUCTION USE UNLESS CERTIFIED BY A PROFESSIONAL ENGINEER 4"x6" Azek PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2015 INTERNATIONAL RESIDENTIAL CODE or 4"x6"Azek or Trex Decking Note: Blocking may be required N1102.1.2 (R402.1.2) Insulation and Fenestration Criteria Trex Decking 4 2x8 ACQ Girder Beneath the girder to ad' st the Note: Blocking may be required ( ) 2x8 ACQ Floor Joists g N The building thermal envelope shall meet the requirements of Table N1 102.1 based on the climate zone (4)2x8 ACQ Girder 2x8 ACQ Floor Joists Beneath the girder to adjust the 6x6 Post Anchor 12" oc finished deck height, specified in section N1101.7 PROJECT: 6x6 Post Anchor finished deck height. rx 18 Anchor Bolts Provide additional hurricane rx 18" Anchor Bolts 12" oc. Provide additional hurricane (2)#4 Stirrup strapping as necessary. N1102.1.2 (R402.1.2) INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT (2)#4 Stirrup strapping as necessary. CLIMATE FENESTRATION SKYLIGHTb GLAZED CEILING WOOD MASS FLOOR BASEMENTC SLAB d CRAWL .� ZONE LI-FACTORb U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE SPACEc &M 12" Sona Tube to above Grade 12" Sona Tube to above Grade SHGC b,a R-VALUE R-VALUE R-VALUE &DEPTH R-VALUE rAlk on 36"x 36"x12' Conc. Ftg w/ on 24%24"x12' Conc. Ftg w/ 4 EXCEPT 6)#5 Rebar Equally Spaced, E,W (5)#5 Rebar Equally Spaced E.W. MARINE 0.35 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,21t %Cii E 10/13 RL- Li �-, (Min 4'-0" Below Final Grade) (Min S-0" Below Final Grade) For SI: = 1 foot = 304.8 mm 1435 WILLOW DRIVE a. R—values are minimums. U—factors and SHGC are maximums. When insulation is installed in a cavity which is less EAST MARION, NY 11939 than the label or design thickness of the insulation, the installed R—value of the insulation shall not be less than the R—value specified in the table. DETAIL 11611 b. The fenestration U—factor column excludes skylights. The SHGC column applies to all glazed fenestration. EXCEPTION: Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where the SHGC for such skylights does not exceed 0.30. ..DRAWING TITLE: "All SCALE: 2 = 1 —o ) c. °15/19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the DETAIL A interior of the basement wall. "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the SCREENED PORCH basement wall plus R-5 continuous insulation on the interior or exterior of the home. "10/13" means R-10 continuous SECTIONS SCALE: = 1 —o insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. 2 d. R-5 shall be added to the required slab edge R—values for heated slabs. Insulation depth shall be the depth of the AS NOTED footing or 2- feet, whichever is less in Zones 1 through 3 for heated slabs. ;NO I ES: e. There are no SHGC requirements in the Marine Zone. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE f. Basement wall insulation is not required in warm—humid locations as defined by Figure N1 1 10.10 and Table N1 101.10 DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL g. Or insulation sufficient to fill the framing cavity, R-19 minimum. FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT, THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSIONS DUE TO UNKNOWN OR In. The first value is cavity insulation, the second value is continuous insulation, so "13+5" means R-13 cavity insulation UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT plus R-5 continuous insulation. FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. i. The second R—value applies when more than half the insulation is on the interior of the mass wall. SEAL: DATE: NOVEMBER 19 2019 PROJECT NO: INSTALL ALL TJI AS PER MANUFACTURES SPECS AND . 'r- l a 1060-2019 IN ACCORDANCE WITH THE �� ,,.�* .f• ,,, ... DRAWN BY: 2015 INTERNATIONAL RESIDENTIAL CODE .� . ', UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. BDK CHECKED BY: PROVIDE HURRICANE STRAPPING IN ACCORDANCE WTH DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL ; THE 2015 INTERNATIONAL RESIDENTIAL CGDE CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. © COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE ` i SHELI NUMBER: UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF s;Pr. THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE " 4 �a ' ;=w '�"��� B301„ ALL HEADERS ARE TO BE (2)1 4"X 9Y" LVL UNLESS PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. OTHERWISE NOTED 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) � ” DOES NUMBER: OF NOTE. PROVIDE FIRE BREAKS AS PER THE 2015 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk Count Det of Health Services, Town Building wTERNATIONAL RESIDENTIAL CODE UPDATED PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) 9 9 9 , y P • 9 WITH THE 2016 UNIFORM SUPPLEMENT Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such "© KEMDESIGN-A%"TES,uc 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction.