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Home My WebLink About49042-Z �OF SOUTyo`o Town of Southold * * P.O. Box 1179 53095 Main Rd UNTY , Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45787 Date: 11/22/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1305 Cedar Ln Southold, NY 11971 Sec/Block/Lot: 78.-7-53 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 01/31/2023 Pursuant to which Building Permit No. 49042 and dated: 03/20/2023 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: "as built" additions and alterations to include a 2 car garage and a rear deck with a partially covered area to an existing single-family dwelling as applied for. The certificate is issued to: Montauk Dunes LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 49042 10/23/2024 PLUMBERS CERTIFICATION: Bernard Cawley 10/28/2024 4-sv l ()Ut oriz S nature S Ff elk TOWN OF SOUTHOLD y BUILDING DEPARTMENT TOWN CLERK'S OFFICE "oy • 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#: 49042 Date: 3/20/2023 Permission is hereby granted to: Gruosso, John 1305 Cedar Dr Southold, NY 11971 To: legalize "as built" additions, alterations and repairs to existing single-family dwelling as applied for. Additional certification may be required. At premises located at: 1305 Cedar Ln, Southold SCTM # 473889 Sec/Block/Lot# 78.-7-53 Pursuant to application dated 1/31/2023 and approved by the Building Inspector. To expire on 9/18/2024. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $3,468.00 CO-ADDITION TO DWELLING $50.00 Total: $3,518.00 Building Inspector oF so�ryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlinca-)town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: John Gruosso Address: 1305 Cedar Ln city:Southold st: NY zip: 11971 Building Permit#: 49042 Section: 78 Block: 7 Lot: 53 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Home Owner License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation X 2nd Floor Hot Tub Addition X Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 60 Ceiling Fixtures 3 Bath Exhaust Fan 4 Service 3 ph Hot Water 30A GFCI Recpt 9 Wall Fixtures 2 Smoke Detectors 4 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 95 CO Detectors Sub Panel A/C Blower 2 Range Recpt 50A Ceiling Fan Combo Smoke/CO 2 Transfer Switch UC Lights Dryer Recpt rq Emergency Strobe Heat Detectors 1 Disconnect Switches 47 4'LED Exit Fixtures Sump Pump Other Equipment: Fridge, Oven, Micro, W/D, DW, 200A Panel 40 Circuit/ 37 Used Notes: One Story w/ Finished Basement Inspector Signature: Date: October 23, 2024 Copy pF SOUr��! 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlin(EL-)town.southold.ny.us Southold,NY 11971-0959 Q �yCOUNT`1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: John Gruosso Address: 1305 Cedar Ln city:Southold st: NY zip: 11971 Building Permit#: 49042 Section: 7$ Block: 7 Lot: 53 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Tri Electric License No: 2533ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures Smoke Detectors Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 4'LED Exit Fixtures Sump Pump Other Equipment: 200A Panel 40 Circuit 2 Used Notes: Service Only Inspector Signature: Date: April 26, 2023 S.Devlin-Cert Electrical Compliance Form Town Hall Annex 54375 Main Road Telephone,(631) 765-1802 P. O. Box 1179 cm Southold, NY 11971-0959 BUILDING DEPARTMENT i TOWN OF SOUTHOLD �-j A OCT, 2 8 2024 r-'; .11DIING 131k, CERTIFICATION S4... '1 - 0, Date: Building Permit No. � t�`{2_ Owner: (Please print) Plumber: (248euAJ (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers S nature) Sworn to before me this C), day of 20Q a, CONNIE D.BUNCH Notary Public,State of NewYork No.01 BU6185050 Qualified In Suffolk Count, Notary Public, County Commission Expires April 14, �I _ # # TOWN OF SOUTHOLD BUILDING DEPT. ` V� 631-765-1802 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) ilbLECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �t�I'IllP�e Aget -i-Wa 121 GA DATE i ZOO �3 INSPECTOR OF50UTy0� # # TOWN OF SOUTHOLD BUILDING DEPT. �y�0urm 0 631-765-1802 INSPECTION [ /FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �+ 4mw�l DATE c 1�y3 INSPECTOR ho�aOF SOUlyO� # # TOWN OF SOUTHOLD BUILDING DEPT. oaurm��`' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ✓/FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: rut p �i a r� DIE— DATE ANSPECTOR OF SOUTyO� �- -1 e Lr I 5- ce # TOWN OF SOUTHOLD BUILDING DEPT. ��y�OUrm� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ,{ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: f x el cl 1 1(2 (A zL^ a-i PA Ase d.-- re b-AIA 1-wlflel czA a-wkA) v � je pjn�!a DATE INSPECTOR I - OF SOUIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Cfa & G e&�Uh44_ Al1&ZJC9LA_C e0voe.le'll A4m -L� etzeSSO&e_ , i �L t �� l�lv le DATE 9''�'o�?� INSPECTOR Of SOUTyo�o TOWN OF SOUTHOLD BUILDING DEPT. `moo . io `ycourm� 631-765-1802 INSPEC ON [ ] FOUNDATION 1ST [ UGH PL13G. [ ] OUNDATION 2ND INSULATION/CAULKING [ V FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATI N [ ] PRE C/O [ ] RENTAL REMARKS: 1 ,(�, TlAh 1� a t� (W07DATE INSPECTOR OE S0UTy0� # # TOWN OF SOUTHOLD BUILDING DEPT. cn 631-765-1802 y INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]. SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ]- FIREPLACE & CHIMNEY - [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION- [ ] FIRE RESISTANT PENETRATION [ ]' ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS. 11 k'xAXCh21z DWI AV 6"ofe�l LqNRA a vx QS � 014 N_v ov-4 -vo, L(AIV, L/ DATE = INSPECTORAh OF \50Ulyolo 1 _ -] /J ,� C -'� # # . TOWN O SOUTHOLD BUILDING DEPT. �y000rm,��' 631-765-1802 INSPECTION ] .FOUNDATION 1 ST/REBAR [ ] ROUGH PLBG. [- ] FOUNDATION 2ND [ ]. INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY-INSPECTION F[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Q � e ff., ni a lS r DATE 5- 1 INSPECTOR ho��OF SOGlyO6 # # TOWN OF SOUTHOLD BUILDING DEPT. y�m, 631-765-1802 INSPECTION, [ ] FOUNDATION 1 ST/ REBAR [ ] 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 [ ] RENTAL REMARKS: DATE r C> INSPECTOR 2�q Condon Engineering, P.C. New York State.Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck,New York 11952 Fax 631-298-2651 www.condoneng ineering.com March 14, 2023 r lln(N C L- lC �� 1�01 MAN 11 2023 Mr. Mike Verity SUILD'NSDEP Building Department ifiOWNOFSOU OLD Town of Southold Town Hall P.O. Box 1179 Southold, NY 11971-0959 Re: Cawley residence- 1305 Cedar Avenue, Southold, NY Dear Mr.Verity: As requested, I reviewed the existing sewage disposal system at the above referenced property on March 14, 2023. The sewage disposal system consists of an 8' diameter x 12' deep precast leaching pool with a 900 gallon fiberglass septic tank above the leaching pool. This system was approved by Suffolk County Department of Health Services under reference number 3SO-106 dated March 22, 1974, and is sized for a 3-4-bedroom house. The tank was empty and appeared to be in acceptable condition at the time of inspection. Based on my observations and to the best of my knowledge, the existing sewage disposal system is sized to accommodate the proposed 4 bedroom house renovation. Please call me if you have any questions or require additional information. Yours ly, . s . OF NEI/y ondon, P.E. � �OSEPH COQ,A� 0 0 Z �4 `rA 081912 A��FESSIO�P�"� Bulding.Envelope and Duct Tightness.:Report 2018 IECC as'amended'by the 2020 New York State Supplement,sections R402.41.2 and•R403:3A Address of Test 1305 Cedar Dr,Southold Y 19 Test Date 10/2/2024 Building Permit#: 49042 �, Q u ompliance Pathway Performance Test Completed by: Christopher Silvia �. �'� SNET Rater ID# 4150294 Home Energy Solutia� s�� O CT 2 8 2024L NATE ID# 187 East-Main Street ICC ID# Huntington,NY-11143 ataalding Dop rtat42nt BPI## 631-673-0664 '1,0vi b of Building Envelope Tightness Volume Calculation`; 'Check if: Floor Area V_ ol_ume Conditioned'Basement Basement 0 Conditioned Crawl Space :1 •1.341 n410 Sealed Attic 2nd 1893 17037 *The conditioned floor area of dwelling is,calculated in 3.rd accord'a nice-with ANS1 Z765,except that conditione.d•Ioor Attic ar udes area ere the ceiling height is less than 5 Total Volume 30447 A CFM @50 pa" 1399 Air changes/hr@50 (aE�7 6 Code Compliance: Pass Duct Tightness: Post,Construction Tes otal.Duct-Leakage System-L.Wi'thin Condition Space. Duct,Location Conditioned Space Floor Area Leakage CFM @ 25pa N%A CFM/100 ftz CFA NlA Code Compliance: Exempt System-2: 2nd Floor -Duct Location Attic Floor Area 1893 Leakage .'CFM @ 25pa 51 . CFM/100 fe CFA 2.69 Code Compliance: Pass " . Syster i=3:' Duct'Location., Floor Area Leakage CFM.@ 25pa�' CFM/100' fe CFA� 'Code Compliance: :All building envelope tightness has beenwerified;and cohducted"in'accdrdance:with RESNET/ICC 380 ASTM`E779''or ASTM,E1827,as required 6y.2018 IECC as amended by,the 2020 New York;.State Supplement,section'R402.4.1.2. The building duct and plenum system has been verified as required-tiyA e',2018 jWC as,amerided by2020 New York State Supplement,Section R403.3.4. ris , .r1 r Signature:; ;,, Date: 10/2/2024 Ch opher;Silvial3oime,P✓nergy Solutions OCT 2 8 2024 1) *Disclaimer* B,111,41ng o,- ,,pa ent T<,�=3 �g ��+ For Manual J, D & S Home Energy Solutions, Inc. The heating&cooling load calculations (Manual-J), equipment selection (Manual-S), and duct design (Manual-D) supplied by Home Energy Solutions are based on plans. Any deviations from the approved drawing such as thermal boundary/window selection/air infiltration or duct leakage will have a negative impact on the proposed heating and cooling load defined here. If it is determined by installing mechanical professional that the proposed pathway is now blocked, an alternative path may be taken if it has no impact to the air flow required for each affected room. This includes but is not limited to the design of the house, quality of insulation, quality of duct sealing, &air infiltration. Please do not exceed more than 15%of the recommended tonnage on the report for conventional equipment and 20%for geothermal heat pumps. ***The load calculation square foot areas include all habitable square foot areas and all open to below square foot areas. This is for the sole purpose of accurately modeling the heat loss/gain of the entire building structure(ceiling areas, wall areas, and perimeter slabs). Therefore, the load calculation square feet may exceed the reported building square feet stated on the architectural plans. *** Glenn LaMay Home Energy Solutions, Inc. 631-673-0664 Load Short Form 3 Job: 1305 Cedar Drive +�- wrights�ft° E � W r) Date: 11/21/23 Entire House By: Katelyn Maieski Home Energy Solutions In 0 CT 2 8 2024 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project Information For: 1305 Cedar Drive,Southold, NY 11971 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD ff) 64 9 Fireplaces 0 Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) AH1_1st Floor 1892 41152 28058 1600 1600 AH2 Basement 1246 18225 10491 800 800 Entire House 3138 59377 38549 2400 2400 Other equip loads 8541 1201 Equip. @ 1.00 RSM 39750 Latent cooling 5576 TOTALS I 3138 I 67918 I 45326 I 2400 I 2400 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wrPghtsoft- 2023-Dec-0611:29:10 ...,..,. .,...r_,.qe Right-Suite@ Universal 202222.0.05 RSU20822 Pagel + + ...s\Wrightsoft HVACY1305 Cedar Drive_Southold.rup Calc=MJ8 Front Door faces: S -}}} n o Load Short Form Job: 1305 Cedar Drive .t WI'19htsoft Date: 11/21/23 AH1_1st Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 1305 Cedar Drive,Southold, NY 11971 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db('F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 0 Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make GREE ELECTRIC APPLIANCES INC.OF ZHUHAI Make GREE ELECTRIC APPLIANCES INC.OF ZHUHAI Trade GREE Trade GREE Model FLEXX60HP23OVlAO Cond FLEXX60HP23OVlAO AHRI ref 207256443 Coil FLEXX48HP23OV1BH AHRI ref 207256443 Efficiency 10.5 HSPF Efficiency 11.5 EER, 18 SEER Heating input Sensible cooling 33600 Btuh Heating output 48000 Btuh @47°F Latent cooling 14400 Btuh Temperature rise 27 'F Total cooling 48000 Btuh Actual air flow 1600 cfm Actual air flow 1600 cfm Air flow factor 0.039 cfm/Btuh Air flow factor 0.057 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 0.87 Capacitybalance point=15'F ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (f 2) (Btuh) (Btuh) (cfm) (cfm) Master Bedroom 246 3924 3811 153 217 Master Bath 107 1017 535 40 30 Office 103 2465 2100 96 120 Master WIC 128 1542 1610 60 92 Kitchen GreatRm 1234 26699 18350 1038 1046 Pwdr Rm 26 1305 77 51 4 Laundry Rm 49 4200 1576 163 90 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri ghtsoft- 2023-Dec-0611:29:10 ,......,o-..,.-....--.r--o-. Right-Suite®Universal 2022 22.0.05 RSU20822 Paget ...s\Wrightsoft HVAC\1305 Cedar Drive_Southold.rup Calc=MJ8 Front Door faces: S AH1_1st Floor 1892 41152 28058 1600 1600 Other equip loads 3970 558 Equip. @ 1.00 RSM 28616 Latent cooling 4284 TOTALS I 1892 I 45122 I 32900 I 1600 I 1600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft" 2023-Dec-06 11:29:10 �. ..�.•,,.e ..._,._,. Right-Suite®Universal 2022 22.0.05 RSU20822 Page 3 +� ...s\Wrightsoft HVAC\1305 Cedar Drive_Southold.rup Caic=MJ8 Front Door faces: 5 Job: 1305 Cedar Drive wrightsoft° Load Short Form Date: 11/21/23 AH2 Basement By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 1305 Cedar Drive,Southold, NY 11971 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (°F) 64 9 Fireplaces 0 Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make GREE ELECTRIC APPLIANCES INC.OF ZHUHAI Make GREE ELECTRIC APPLIANCES INC.OF ZHUHAI Trade GREE Trade GREE Model FLEXX36HP23OV1AO Cond FLEXX36HP23OVlAO AHRI ref 207256440 Coil FLEXX24HP230V1BH AHRI ref 207256440 Efficiency 10.5 HSPF Efficiency 12.5 EER,20 SEER Heating input Sensible cooling 16800 Btuh Heating output 24000 Btuh @ 47°F Latent cooling 7200 Btuh Temperature rise 27 °F Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.044 cfm/Btuh Air flow factor 0.076 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.75 Capacitybalance point=14'F ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (Cfm) (cfm) LL Master Bed 270 3616 2179 159 166 Family Room 260 4288 4443 188 339 LL Master Bath 100 692 348 30 26 Bedroom 3 150 1822 1151 80 88 Guest Bath 64 467 6 20 0 Laundry/Stor 47 645 10 28 1 Base Hall 120 351 3 15 0 Bedroom 4 234 6345 2353 279 179 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t - - wrightsofr 2023-Dec-0611:29:10 Right-Suite®Universal202222.0.05RSU20822 Page ...slWrightsoft HVAC11305 Cedar Drive_Southold.rup Calc=MJ8 Front Door faces: S AH2_Basement 1246 18225 10491 800 800 Other equip loads 4571 643 Equip. @ 1.00 RSM 11134 Latent cooling 3746 TOTALS I 1246 I 22796 I 14879 I 800 I 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrights®ft^ 2023-Dec-0611:29:10 „�� .. •,,. y �r—.—. Right-Suite®Universal 2022 22.0.05 RSU20822 Page A+a ....Mightsoft HVAC11305 Cedar Drive_Southold.rup Calc=MJ8 Front Door faces: S Manual S Compliance Report Job: 1305 Cedar Drive wrightsoft° Date: 11/21/23 AH1_1st Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 1305 Cedar Drive, Southold, NY 11971 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 28616 Btuh Entering coil DB: 76.4°F Outdoor design WB: 71.2°F Latent gain: 4284 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0°F Total gain: 32900 Btuh Indoor RH: 50% Estimated airflow: 1600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: GREE ELECTRIC APPLI Model: FLEXX60HP230V1AO+FLEXX48HP230V161-1 Actual airflow: 1600 cfm Sensible capacity: 33600 Btuh 1171/o of load Latent capacity: 14400 Btuh 336%of load Total capacity: 48000 Btuh 146%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 45122 Btuh Entering coil DB: 68.4°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: GREE ELECTRIC APPLI Model: FLEXX60HP230V1AO+FLEXX48HP230V1 BH Actual airflow: 1600 cfm Output capacity: 48000 Btuh 106%of load Capacity balance: 15 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Meets all requirements of ACCA Manual S. wrightsoft, 2023-Dec-06 11:29:10 �a,..., Right-Suite®Universal 2022 22.0.05 RSU20822 Page 1 ...s\Wrightsoft HVAC\1305 Cedar Drive_Southold.rup Calc=MJB Front Door faces: S Manual S Compliance Report Job: 1305 Cedar Drive - - wrightsoft° Date: 11/21/23 AH2 Basement By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 1305 Cedar Drive,Southold, NY 11971 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 11134 Btuh Entering coil DB: 75.9°F Outdoor design WB: 71.2'F Latent gain: 3746 Btuh Entering coil WB: 63.5°F Indoor design DB: 75.0°F Total gain: 14879 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: GREE ELECTRIC APPLI Model: FLEXX36HP230V1AO+FLEXX24HP230V1 BH Actual airflow: 800 cfm Sensible capacity: 16800 Btuh 151%of load Latent capacity: 7200 Btuh 192%of load Total capacity: 24000 Btuh 161%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 22796 Btuh Entering coil DB: 65.6°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: GREE ELECTRIC APPLI Model: FLEXX36HP230V1AO+FLEXX24HP230V1BH Actual airflow: 800 cfm Output capacity: 24000 Btuh 105%of load Capacity balance: 14 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Meets all requirements of ACCA Manual S. - 2023-Dec-0611:29:10 wrig!'tsoft® �a ,..-0.•,, ,,.v... s\Wri ^._ Right-Suite®Universal 202222.0.05 RSU20822 Paget ghtsoft HVAC\1305 Cedar Drive_Southold.rup Calc=MJ8 Front Door faces: S \ en , old Ilk, ^ .� > . . . w:<. . � . � / . j _ - ) : ^ ~ 7 S o•� c , Jc y �' `i Y! �, '. r SD �' ��. � � , w ., � • � • • • /` • • � ��. � • _ '�4+_ v 1 ,� r -""�.t�w S. 'Tr�i;:o�a'"r .. V i .�.�; _ 1F 0CT ? B t-" 1 1 1 • ' • COMMENTS all FOUNDATION(IST) ► �' �� ROUGH FRAMING& PLUMBING MAN4 INSULATION Id �►i ' 1�1t .1 STATE ENERGY CODE pl It" ;51.�ADDITIONAL COMMENTS _aw "'ip • 6 �� a • I► o�suFFotK��o TOWN OF SOUTHOLD—BUILDING DEPARTMENT _. Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 o4�0 a Telephone(631)765-1802 Fax(631)765-9502 httns://www.southoldtownngov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only E ® 1� V 11 PERMIT NO. Building Inspector: JAN 3 12023 Applications and forms must be filled out in their entirety.Incomplete "�UUN T•1011)ELUINGDEFT applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: -1----J' - OWNERS)OF PROPERTY: Name: R � £s?A i SCTM#1000- �— Project Address:�130 tc Phone#: y!02� _2 �® Email: . -1`-O�CL(AU-le`QU.N.�-S- Mailing Address: 13 O5 Cf.-JA fL AVE � �G�l:,r}EC;i,j� �(Y— I l�qrj�� CONTACT PERSON: Name: Mailing Address: 130 s e�E l'�Npl S-(W-i-L40L-k T4 f q7 Phone#: (O yG— 23t{ — Zl ( ,) ---------_ ._.� Email: j1�(� Ac1 UN�S�i �IgHQo� CDM DESIGN PROFESSIONAL INFORMATION: Name: KEEL Q[�SICI. ASSb? C., Mailing Address: 26� TA S��I trN �o�J r VA O L �l`( I (.Q? Phone#: 5/ — ®� Email: -I .NW T- CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure Wddition ,Alteration Wepair PgDemolition Estimated Cost of Project: ❑Other $ 201D k Will the lot be re-graded? ❑Yes YNo Will excess fill be removed from premises? ❑Yes NNo 1 PROPERTY INFORMATION rr Existing use ofproperty: Intended use of roe �,nr�le— 1--AM c �..w_g R� 5 �� 1�fL property:rtY� ��S Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ❑No IF YES, PROVIDE A COPY. Check BOX After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE tothe Building Department for:the.issuance of a.Building.Permit pursuant to the Building Zone Ordinance:of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,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(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted By(pri name): I�er Q, YCE t\L Authorized Agent ❑Owner Signature of Applicant / Date:, o t-�31_ 23 CONNIE D.BUNCH - ---------------------------- --- STATE OF NEW YORK) Notary Public,State of New York No.01BU6185050 SS: Qualified in Suffolk County COUNTY OF SUFFOL-K ) Commission Expires April 14,2WLt z II L. Ke,tAL_ being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Uzi (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this �'�'°day of �-�'� 20,:�a Notary Public - ------------ - PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) cSF—,- AITAC14EJJ I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature . Date Print Owner's Name 2 Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) )�U-,C,6, ve C- .\-�—C Cc 1, L;Z�� , fi Q t` Crlsid nl g a AVE . (Print property owner's name (Mailing Address) do hereby authorize (Agent) to apply on my behalf to the Southold Building Department. (O er's Signature) (Date) C3�yCR 1�� (Print Owner's Name) ¢ � '1 BIB. ING DEPARTMENT- Electrical Inspector SEP 5 2023 TOWN OF SOUTHOLD - Town Hall Annex- 54375 Main Road - PO Box 1179 BU.DING DWV. Southold, New York 11971-0959 (CIF SOIL �( 1s.<ii Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr southoldtownny.gov — seandCD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 1zz� - Company Name: jZZ'� J,/4 Electrician's Name: License No.: Elec. email: 253 7 (, Elec. Phone No: request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: ��- (� / CA W Address: 1 U v Cross Street: Phone No.: ., jam? Bldg.Perrpit#: email: I Csfzn0971 M-0a Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 5R F= Square F Circle All That Apply: Sl Is job ready for inspection?: ❑ YES ❑ NO /Rou In arl Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued Temp Information: (All information required) Service Size❑1 ,Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals D 1 2 H Frame Pole:Work done on Service? Y FIN Additional Information: PAYMENT DUE WITH APPLICATION Lt_ �%% l 2023BU.,.DING-DEPARTMENT-.Electrical Inspector SE TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 'z S .,D1_N1G DEFT' Southold,'New York 11971-0959 ; � �ao�,�r0We)ephone (631) 765-1802 - FAX (631) 765-9502 rogerr D—southoldtownwgov - seand(cD_southoldtownny_gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali information Required) Date: / 2 Company Name: j,lq Electrician's Name: License No.: Elec. email: (, vx I C�DvL_� Elec. Phone No: request an email copy of Certificate of Compliance Elec.-Address.: JOB SITE INFORMATION (All Information Required) Name: 1,41J 12-14 (24 �_o Address: _ �, i� =C- Cross Street: Phone No.: — 73 Bldg.Perg,n. it#: 6G �,("Z email: 't (Z►��'t7(ol� �'-�'Y( Tax Map District: 10QO Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 2-2)-C� 5R F Square F a� Circle All That Apply: . inslz--� Is job ready for inspection?: ❑ YES ❑ NO 2 Rou In' ell-7 ❑ Final Do you need a Temp Certificate?: 1-1YES ❑ NO Issued J Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New service[—]Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame M Pole-Work done on Service? Y. FIN Additional Information: PAYMENT DUE WITH APPLICATION r PERMIT# Addr ss: Switches f,1 I Outlets G F I's l Surface G'ls Sconces Z H H's UC Lts Tl. Fans Fridge HW Exhaust Oven e _ Dryer Smokes DW Service Carbon Micro Generator Combo Z` Cooktop Transfer I AC AH Mini I Spec Comments 09 77 r Sufi to BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD ` Town Hall Annex- 54375 Main Road - PO Box 1179 ' J Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 r. rogerr(a�southoldtownny.gov seandCaD-southoldtownny.Qov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date:4/21/2023 Company Name: Tri Electric Electrician's Name: Christopher Antonacci License No.: 2533 Elec. email:ChrisTri1204@gmail.com { Elec. Phone No:,516 860-5542 ❑I request an email copy of Certificate of Compliance Elec. Address.: 2887 St John Rd Oceanside NY 11572 JOB SITE INFORMATION (All Information Required) Name: Bernie Cawley Address: 1305 Cedar Ave Southhold NY Cross Street: Lea .S3 2 -`7-6q Phone No.: - oy� , Cfm Bldg.Permit#: 4 f q p qz— email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): PSEG reconnect to a new Service, Power disconnected at Pole Square Footage: Circle All That Apply: Is job ready for inspection?: YES❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑✓ YES❑ NO 'Issued On Temp Information: (All information required) Service SizeF,-/I1 Ph❑3 Ph Size: 200 A -#.Meters 1 Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect©Service Reconnect❑Underground©Overhead #Underground Laterals 1 F12 H Frame M Pole Work done on Service? FY N Additional Information: PAYMENT DUE WITH APPLICATION re-c* l b4 324 13 it LJa 0 q2 SUFFOLK COUNTY DEPARTMENT OF HEALTH ��++ E ' H.D. Reference No. APPLICATION FOR APPROVAL TO 'CONSTRUCT A PRIVATE SEWAGE DISPOSAL SYSTEM 1. Applicant_ hone 5. Subdiv. Address 6. Section 2. Property ca 7. Lot No. 8. Private well Village Township- ,��...�� _ 9. Public water a •3. Public Wa a pany name Distance to main 4. Lot size: Width feet 9Wgth-404._feet (Enter on center plot below) 10. Sewage Disposal S em: A. 900 gallon septic tank: Precast Equivalent Block B. Leaching pools : Number Precast Block Special If private well fill in blanks below: - - -------------- ------------------------- ------- ----- ----- -- ------ ------ -- -- Tank- cape-city- -Gals N Pump G.P.M. Total well depth �• Depth to G.W. � ( Amount of water in 0 am � �_ j well Test Hole 41 }' Co • Data Feet b _ L r Street A A ," 6 8 10 12 14 16 18 The undersigned CERTIFIES: "Construction of authorized installations will be in accordance with the Suffolk County Department of Health's current stand- ards thereto. " Date, �i 1. V 4 1 Signed Owner gr Builder FOR HEALTH DEPARTMENT USE ONLY. Based on the information presented herewith, it is the opinion of the Health Department, that an -adequate and satisfactory Sewage Disposal System can be installed on this plot. ' ' Date Signed -� -EXPAVAPIm ERM. NOW If . Ulf S-15 Revised 4/1/72. • i .t► L. f�Ori�alr� ...••. .. Q s f * 12f Q om it \ 1 -------------------- �-4-- --- ------ y,9 ., 1� - 'ti - - - ------ ti IWO- rest. Mole CVU w`� � su��r�� fog _ - • � � �• � � ; FRANK�.Y�! L�Dtlr �►:I� Jt�l.�Q!'�1 ��. �� Or To�n✓N oe�• �u r�a�.p, rl.Y.. Q. � gyve 11 •� s�N 1 w oil/ umummm menu lm an mmmaut' i TO DO ROW IS A rtouWN OF SWMN 7W'or IN mur VOK NAM MWATION LAX / COPUS of DO MM MAP MT mme RMAMV suereroir OM uu OR 'Ya'�'Ar�wo nwi. c iR�rirees efrCi o HMN Join W gum NNW TD;.Tm : ;• .' „• *•:. l.cNONi°4:. ''r� ai •` =j.Y,J1: z?�YMt�d� •� ' 'h,�: �'� xi;;}. ~• .i ;�� 'y �iy � '.1t.. � I.`; t- �.'2"V^^.''_• t ....:yy�- •�. ..� ..a 1 it.'�'` �i �'•jam: _ 3� •�. .b�' "' �'' -q:i'y)'• .y'.r;.. '.�'.'R'11 I ,1 7'•t. •{� � •��(. , 'tr;.-� .F ,':. �i•.r' �Ott' _ �. '..r.', S-_• r •' '' ,r�: � M1�I.�".yt y K!'.� 'b«:;��_K ��} -•a%r. L; _\'1 "• 9MOLk COI&Y MWM DEPARn M MR 2 a 1 ra H. n. mar. The serge disposal aud hater 4upply facilities for this location leis been Inspected by this departaoaz aad lomd ,to be satisfaotoPy0,7-� 0. VJ Chief of General EngieaerxnE Services - --- -- ------------- ------- . ... . ss:o• 2' ' 43 r AMILYq•2M� � o 2iB"•3-�" 2:B".3:2' 2:8',.3:2° 2.2:8".3:�" �d � d• '� 2: L!ITG}�1F.W•E Dl� UO tin •O y--5:o' ^2 j3 ((ii�� tED 0x.'� �, m' � :� -45 rM.�► .gg''-j, ��.,` p 1'��. 0 1 ew ,�p4plxR➢I i�d N � �V I' T .l 7Ijo �l � S •.i. �� 1� r.�m'f"vry .. _�._ in of N a'�;nw. --_----' �j.� .. - .o�� -�6�.�a.�x.� 1'Rls�• �' -� Io •� �. I i �:G°� �� 1-t-i •?• u 1 — LCx.i(..(�xJG.WIMAIG N: w N' oil �o! A �•L-2'6L• rLOOM— N 'x11i1 rr 1Q ' P.�E.f��Ztv1. PEED CLM. A9 pa N�'-Q; 1.19u11.TE F R�P�'F d .�, .1' •�—^—__—. _ t Cnv9 Q. I0, 4'.I•L'Hv¢, ui '4 o. d 4'.d.4:Q' 1 F; Tj '! 4•4'alz �»Te •4'•ro Ho24.•• I ' _ - - •. :area.oe.y.Tz= -- �'•'9 'i GeyG. AP•m.J 1 ' I � b:o" 9:G" � l0-8". � 7:(0" ,�, 7-fo', 2'.u"_�.. ._ 8_.0".- -•'F T.n"_I . 2(0•.2` 1 Is'-o" ,r 13-10" —... • •• w•..•'�-M+r•.r.•.�..M.+• A.�Mw•••.Mr-�••�• rtl.•a-n.Nr rM r.wVM14w..•w.rar.. I D \= o k- I I 12t� ...4 orn If \ w.i IN r �� - �*fit +��•. '';,,r�. . � •� rwu cli t. MAP 0,Ar P�ZO hcl Y • vt FR Al 14 r' it'd -94$Sk 0 a df TO TMS VAM 4 A MATION OF 110cnoa Y OF tie Mr YOK STAR EDUCATION LAM COPIES OFev�nr M w NkAr MT� + . , ��+�y'�rR1�� •'�iD f�� ,.#�#�Os tit? • !! THE iAM SURrE�OR'!,RM M Oa i •--r••►-�•.- YQ coy f';;1'�• wa�u ��,�•� .. _ •GgAR/MffEli+•�var_I��. MM. '�• .s�, � � .L � T ��, .. . • .of v fo w og Y�� w�r�tow �`v�r! t To wWI pill iA y � '• y; '.+. +, •� `-} ,T...i rr •.q@'. ��;.in 'K�' .... ..t��y,fir �: .v.•.••. • .r ��:.�� M 1 'v •} ••.•f^;,:••I,- / {•.. �` • f,.r.::s K •r•,•��:7ii•,•�ti•.'•yT'!�•' ..�;,;�. :� [r •. !i �. •a 'aa. .�•' �,'�,,•� 't.+ A s'� — •yL, ..t•-aw 'k•� Y.'`.• •��'. Sr°r••..1=': 1 v •�F'. • .b•ryi< '�S�"•' r: �' ir> �' _`y+t.�'� S•: •�ti Ofg COT&TY MUMM DRAM,' Ai* MAR.22 a. n. w . #�/D�- the smmge disposal =4 00er smIr facilities for this location to" been inspected by thin depertM" and fowA to be 9atisfadtO27el� VjL � o. .Chief of General EngieserInE Services I I i + I �N S 6 0 OSSO �. F �L SURVEY OF PROPERTY SITUATE LL �' SOUTHOLD TOWN OF SOUTHOLD / SUFFOLK COUNTY, NEW YORK + �RF S.C. TAX No. 1000-78-07-53 SCALE 1 "=20' JANUARY 5, 2023 j \ \ \ // / AREA = 24,058 sq. ft. w ow \ \ S a.552 a�. o\ o \ \ / 00, s s• o� b si• k�0 / ► rV IV Cb CV ►. C \ ;' a :'► ,� Ob \ • `�/ P pEkD N 79037 , � •o ,� 0o,, ,o '9ERN,g1�ETTT PART 5 8.,3 6 OONC.FM H� PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED 9 BY THE LI.A.L.S. AND APPROVED AND ADOPTED L FOR SUCH USE BY THE--NEW YORK STATE LAND T _E ASSOCIATION. i 011 I N.Y.S. Lic. No. 50467 �T UNAUTHORIZED ALTERATIO"1 OR ADDITION Tr� � C)r11'� � TO THIS SURVEY IS A VIOLATION OF Nathan i a SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING C/J THE LAND SURVEYOR'S INKED SEAL EMBOSSED SEAL SHALL NOT BE CONSIDERED Successor To: Stanley J. Isaksen, Jr. L.S. TO BE A VALID TRUE COPY. Y Joseph A. Ingegno L.S. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY Titte Surveys — Subdivisions — Site Plans — Construction Layout IS PREPARED, AND ON HIS BEHALF TO THE TILE COMPANY, GOVERNMENTAL AGENCY AND 727-2090 Fax (631)727-1727 PHONE631 LENDING INSTITUTION LISTED HEREON, AND ( ) TO THE ASSIGNEES OF THE LENDING INSTI- OMCES LOCATED AT MAILING ADDRESS I TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. 1586 Main Road P.O. Box 16 THE EXISTENCE OF RIGHT OF WAYS Jomesport, New York 11947 Jamesport, New York 11947 AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. 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W-Ed :At cxf TV We S"7 REV. it N Fmi S-v 0- N : i "Ill, F., r Ex, wh C.fs.s- AL ot,w�tzh 102 si�N!A150` + I)t 5,f 1 112 S.11iiAllz 1A -- ---------------Fr L- - ----------r- ------------ - ---- ------ ---------------- /1-pr�I-E"C-A. 16 a'ftoA 0ti Ir -—---- ---- -----------—------ rsid kr A!Ku si,, It New New D. It"i h6w S.";r EW Garage Mud t:UA I R,�M,stf. h.. NOT FOR I. Room ed. 111144"T --j 11, .1d 3"S.C.- RRM I st,,, IN,b-R. CONSTRUCTION ——————— - If' f%d lerd.ft ct,"'i, a'lid likeell1%.C-1, ;7——— USE UNLESS in I,,:,:-F - -1 1-1 F- IF--- --------- li Llk-A -T I — New cr.VA spne L -j CERTIFIED BY A T LT' 4.C1.0 F� lit'r, Aavito-wh Ok C"- Y-W Aor -4-0— •Y-v� s Olt, PROFESSIONAL cv-,se firt'ft'!! ENGINEER Ile,2.1 AM K AW 1..;.4 AM A- E.li�0 IG C. It shve,0 ie: th,ile,-Rk. *0y 6A 10 & In Vt. Z: ii�w I;,E. o.e 13 LT.rx 9-Nl- 4�z -7 ot 7-ul 7-m E i �(Dx i OTT,:Ak, a A ( slew Z-1,to 9-,h! ste,:_1 1�te Atto At G-flm C.A- Ifi&'.c-R-�C-- D'.s- rr z 4 —7 —7 ........... C A.,INI L E Y �W bc, .0 10 k �w 6,ill�.0 To Jet'C., Dq 2--,' 1,,.1 th, M 64 VIA 5) C-1,St.,2'- A) .—0.1h 37'. N �21f AM so 00, ICE I L---- R E S I D E lk 1� ft P-A IV[FW*�,,f 16'. --- ---- Tfj hsklo�o c'.5- • 1,L'.50.1.Like"A,W.W. 11, .1 — 1305 pK,* C-11L" F,l.!q---- L---------------J CEDAR AVENUE II PA.. SOUTHOLD,NY,11971 ll�A- �V"Pjm 00 F,.& cie.6 IF"r twhit L ----- --- Ir 11,0 c-F."q limil SCTM:#076-07-53 I L I fink I Ad TO E,* %n&t ox S~ L- -------------- DRAWING TITLE k-Wr VI�—e "ithit pier R41v*ct-ol,Ap. li"foq e.3-C W.I A G,� DETAIL OF BASEMENT FLOOR EXISTING FOUNDATION PLAN/HVAC L> DUCT LOCATION L*> [IlArp L46 All 44 usRui OF TKOD va ANC AkE riE Pmqrf Of OW OESM PRRISINAL.Wr�Slk S AR""Wc WFMk(NIS WILL iX PRUCUTFI)TO K FITTEST FlIffil Of Th WCONTRACEIRS STINT WITIFY ALL SITE PLAN OF PROPERTYe 1 i , SITUATE IVIOIF SOUTHOLD �L MA NIA J. GET OFF TOWN OF SOUTHOLD KEHL DESIGN ASSOCIATES L[c dc° SARAH B. GETOFF S U F F O L K COUNTY, NEW Y O R K \ residential & commercial design • consulting S.C. TAX No. 1000-78-07-53 J SCALE 1 "=20' P0,Box 1675 phone: (631(433-9084 o JANUARY 5, 2023 Southold,New York 11971 E-Mail: ssbn654@optonline.net �f1 c� ® 05 ® 9 1 ��11 ��77 ```�� ' AREA = 24,058 S Q. f t. Kehl Design Associates,LLC a forme ly D A K Associates,LLC 66ss ��!! Z 0.552 cc. QD OWNERSHIP & USE 01- DOCUMENTS: I These drawings and specifications including the I \ n end arrangements AP �,TE<y' �'kS WTI D ideas therein, are the property of KEHLpDESIGNd \ \ r'A'I:' ASSOCIATES, LLC. No part thereof shall be _---, copied, disclosed to others or used in connection Lt-- X , with any work or project other than for which _aa _.. .. :/ \ \ \ \ they have been prepared without written consent. BUILC`'^;r ''rvP/,,: T•MENT AT r ,v; FOR THE POOL v r \^ ^\ / 0 ,;.,'::� T:`,:) Q E x criorl G/ '' Rc= U,R D PUMP o � � � \ ® �'�Ur+�=-, c,;.;r;��'�? -TE AIIe t fighting \ vt L £, PL,uti�s1NG installed,replaced or PATIO � / _ ) ' -H T iON repaired shall conform > > r"Y , - carls�,�. .,,!f�N MUST to Chapter172 C ( ':,;'i1iPLE i E F„i'i c.o. Town Code CiPdSTRUCTI ^� SHALL MEET THE of the \ ® ,:c..)I CEP, _P�Ts OF THE CODES OF NEW S-DATE. NOT RESPONSIBLE FOR \ POOL D \ / / \ CLSIGN OR CONSTRUCTION ERRORS. P O DRYWEL o � OOL N PATIO �. --Fri COMPLY WITi 1 ALL CODES OF NEW YORKSTAIE &. T �TOWN N CODES / \ AS REQUIRED AND CO IDITION S OF D T('�VN 7 A F 50' SETBACK LINE ---- --..--.---.�t `l' ,�t. ;,y; r•._; �`1�1G nCO.�',RD l AN iNSTEFS WORK NOTES: P� LANDING \ �COn \ \ f./ PATIO 7\ • NOT FOR ELEV TED_ _ NEW 0.7'N. CONSTRUCTIO GUTTER ELEVATED NEW DECK DECK D OCCUPANCY OR GUTTER EIS UNLAWFUL USE UNLESS �' .'' ' . —ELEVATED DECK � `FRAME � AWFUL DRYWELL z L' m ' DECK OVER— DECK DRYWELL SHED N \ \ � , �'...,.❑ . CON- C. SLA 12.3' NEW `' _ f CERTIFIED BY SEWER � COVERE o.8'N. BUT CERTIFICATE RETAINING =VENT ELEVATE U, \ N Vr OCCUPANCY PROFESSIONAL d T INING WALL DECKM (,n b \ ENGINEER STORPv1 "�,":TEP P!IPtOFF ` NEW r r �� 42.3 a r HVAC UNIT , BELOW DECK D RIJR';If "T T�'i ri1'',I�Tc=R 236 O E AININ' RETAINING n — �j ��y �y r = - � � Z7 �" rlJ J d f T i;L D f^ � r T1 c� w z Blower door 00 r I � 1 S T 0 R Y F R A Ni E 0 U S E & GAR G E w `� o PL UMBER CERTIFICATION and ductwork j D _ N testing required. f— z ON LEAD CONTENT BEFORE q J r z -0 CERTIFICATE OF OCCUPANCY /GA AGE M SOLDER USED IN WATER � rTa� ADD TION SUPPLY SYSTEM CANNOT Additional .7 -1b 2.6 \ of \ EXCEED 211D OF 1�a LEAD. Certification 5.3 �/ 2 6.4 J ' May Be Required. r �i `FF RFD•` ' CK CA V 14.2' 58.7' �LUMeiN�� yJ g PROJECT: f r �� Fr 2 , J `F\ � F�r �,11 ATEi'.a 0! iE WASTE f 1 & NIAT�=�. >.I`;ES NEED F l r l F r J (�!tW ��ya �� ''� , ''� �,k / \ TESTING BcFORI;COVERING. W ' STEP O J 00 a I 40 SETBACK LI m 0 4 C a isz GUTTERI D GUTTER a ROCK EDG Fr DRYWELL ° L 4 .a \�� \ 1305 p ^ Must provide Manuals CEDAR AVENUE °o a D, J and S as per SOUTHOLD, NY, 11�71 �! _ °� a ° ode \ ) C� NYS Energy C a RO 4 ° °4.1 4.° ° ( 0 SCTM: # 078-07-53 a�G ° a ( C 0 ='DRAVWING TITLE: a /Nc ° ° a z C 0 �v 4 d. ° \ z 4 ° d \ �- GENERAL NOTES 0 4 4. :5 0 �e_ ('M rot C� a a r�� ° 4 ° \ � O C� Q 1 r , rr\N� a � �� a a O 2 a ° d `c z' O NOTES: 99 . 20 z � � z I� THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE a DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL ASPHALT APRON aHYDRANT Y FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE d ° �Y_ DES191 PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOM4 OR ° ° UNFORESEEN FIELD CTIDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT a a ° a EDGE OF PAVEMENT a ° a . 4 ° u Q a ° a q ° a ° FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. v ° ° a a a p 99 ° . ° d. °. ° a d aL► ' ° ° SEAL: DATE: S 29005 00 W a 1 35 . 00 ° a a ° ° a JANUARY 16, 2023 PROJECT NO: © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. 2!"CALIPER 4 ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED 0a' �s\ 1 139-2023 �( MAPLETREE ' _ ., DRAWN BY: UNDER FEDERAL COPYRIGHT LAW. CAP ata J;�� %p\ DDK J Eb r, AiCELEA BUSH OR SMALL PLANS MAY NOT BE REPRODUCED WITHOUT �' ';` ZELEA BUSHION WRITTEN AUTHORIZATION. ;,� �; �" ��o NECKED BY: -- ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF " KEHL DESIGN ASSOCIATES LLC. - HEET NUMBER: 6'ARBORVITESN U � ` THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE1) A 111D <�' C —� SITE PLAN DISCLOSURE: PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN W W W W W W W GRASS S P- 1 SITE PLAN INFORMATION IS BASED ON A LAND SURVEY PROOF OF PURCHASE. ®� rFSSIG't`�1``' PREPARED BY NATHAN TAFT CO RW I N III I C E N S E D Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. DuB NUMBER: of MULCH LAND SURVEYOR. NEW YO R K STATE LICENSE NUMBER 50467. of Health Services, Town Building Departments, DEC, FEMA, etc. SURVEY DATED JANUARY 5 2023. Verify all conditions, codes, and requirements with such agencies prior to UTILITY POLE #1 1 construction. © KEHbDESIGN•ASS0MTE&,ue GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION 0 General Notes: 01 N T R A T E S 1 GENERAL: ALL WORK TO 13E COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 RESIDENTIAL CODE OF Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION, /A 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir/Larch #2 or better. A GENERAL NOTES: 2. FIRE SAFETY: 2. All structural wood shall be in accordance with the national design specifications for wood construction latest edition. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 RESIDENTIAL A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A KEHL DESIGN ASSOCIATES, LLC CODE OF NEW YORK, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE 3. Nailing schedule shall be in accordance with the specified code. B. LOCKED AREA. residential & commercial design - consulting 2. PRACTICES. 4. Pre-manufactured trusses. 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 a. All trusses shall be "shaped" as shown on architectural cross sections. 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, b. Trusses shall bear a Boca number and shall be manufactured by a registered manufacturer. phone: 1631)433-9084 AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES 5. Erect and brace trusses in accordance to truss plate institute recommendations. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,I 11971 E-Mail: ssbn6540coptonline,rel 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. Kehl Design Associates,LLC 9 formerly D A K Associctes,LLC SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 6. Plywood sheathing. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. 4. a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & USE OF DOCUMENTS: THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports 5. corporation or equal. 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 BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. therein, are the property of KEHL DESIGN REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY ASSOCIATES, LLC. No part thereof shall be OR DURING THE EXECUTION OF THE WORK. 8. Design values: 3. DUST CONTROL: copied, disclosed to others or used in connection . Framing Lumber: DF (north) No. 2 or better with any work or project other than for which 6. a THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E 1 ,600,000 PSI A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. they have been prepared without written consent. PLUMBING, ELECTRICALS, ETC. Fv 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7. Fib 825 PSI C. HEAVY DROP CLOTHS. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: 8. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN a. Laminated Veneer Lumber (LVL): ACCUMULATION. THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E 1,900,000 PSI Fv 285 PSI 4. NOISE AFTER HOURS: 9. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fib 2600 PSI DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. KEHL DESIGN ASSOCIATES, LLC. NOTE A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, 10. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. B. EXCEPT LEGAL HOLIDAYS. 11 . THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD 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 HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION 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. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 12. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR COSTS AND PROBLEMS RESOLUTION. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS 6 SPECIAL SAFETY NOTES 13. ALSO IMPLIES THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. 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. OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 14, DOCUMENT NOTES 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 THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, 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 TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, I HARMLESS FROM ANY CLAIM, THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: RESOLUTION. LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. 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 TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. NOT FOR GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD ALL STRUCTURES TO CONFORM WITH THE 2020 RESIDENTIAL CODE 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE OF NEW YORK STATE SECTION R301.2.1.2 PROTECTON OF OPENINGS. IN ACCORDANCE WITH CHAPTER 3, SECTION R314 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. LOAD SPEED (mph CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY _ CONSTRUCTION 25 lbs/sqft 130 (mph) C SEVERE 3,-0" MODERATE TC HEAVY SLIGHT TO MOr,PATE 11 degrees YES 1984/1998 C R301.2.1.2 PROTECTION OF OPENINGS. EXTERIOR GLAZING IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WNDBORNE DEBRIS. GLAZED NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF CHAPTER 3 OF THE 2020 USE UNLESS OPENING PROTECTION FOR WlINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1996 AND RESIDENTIAL CODE OF NEW YORK STATE TABLE R301.5 - MINIMUM 11y,--DRMLY DISTRIBUTED LIVE LOADS, ASTME E1886 AS MODIFIED IN SECTION 301.2,1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET CERTIFIED BY A DESIGN CRITERIA (IN POUNDS PER SQUARE FOOT) THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR AINSI/DASMA 115. NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3 SECTION R303 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE EXCEPTION: FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. PROFESSIONAL OCCUPANCY OR USE LIVE PRESCRIPTIVE DESIGN 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS LOADS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 3/16 INCH (11mm) AND A SPAN OF NOT MORE THAN 8 FEET (2438mm) ENGINEER b SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3, SECTION 310 OF TH�._� 2020 RESIDENTIAL CODE OF NEW YORK STATE UNINHABITABLE ATTICS WITHOUT STORAGE 10 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. USES(s) AND OCCUPANCY CLASSIFICATION(s) METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATIACHMENT SHALL BE DESIGNED TO RESIST THE UNINHABITABLE ATTICS WITH LIIvIT;`-_0 STORAGE b,g 20 COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.2(2) OR ASCE-7, WITH THE PERMANENT USE OCCUPANCY CORRISION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO A CAPACITY IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET (13,728mm) OR LESS EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE, RESIDENTIAL R-3 (SINGLE FAMILY) HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED V,,,,IS 180 MPH (290kps) OR LESS NAILING NOTES: TYPE OF CONSTRUCTION (CHAPTER 6) BALCONIES (EXTERIOR) AND DECKS (e) 40 TABLE R301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTUAL PANELS a,b,c,d ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHIL7D',JI-E OF CHAPTER 6, TABLE R602.3(1) OF THE 2020 1 RESIDENTIAL CODE OF NEW YORK STATE. TYPE GROUP FIRE ESCAPES 40 FASTENER SPACING (INCHES) R301 DESIGN CRITERIA V B GUARDS AND HANDRAlLS d 200 In FASTENER TYPE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL f < 4 FEET SPAN < 6 FEET SPAN < 8 FEET R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, HEIGHT AND FIRE AREA GUARD IN-FILL COMPONENTS 50 In INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED NO. 8 WOOD SCREW- BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE c BASED ANCHOR WITH 2 16 10 8 SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF HEIGHT FIRE AREA PASSENGER VEHICLE GARAGES 50" INCH EMBEDMENT LENGTH LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES PROJECT: NO. 10 WOOD SCREW- CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. HEIGHT, BUILDING. ROOMS OTHER THAN SLEEPING ROOMS 40 BASED ANCHOR WITH 2 16 12 9 THE VERTICAL DISTANCE FROM GRADE INCH EMBEDMENT LENGTH PLANE TO THE AVERAGE HEIGHT OF R301.1.1 ALTERNATE PROVISIONS BASED ANCHOR WITH 2 16 16 16 13'-9" AS PER CHAPTER 5 OF THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH INCH EMBEDMENT LENGTH "Y UNLIMITED AREA SLEEPING ROOMS 30 )/4 INCH DIAMETER LAGSCREW- AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWII STANDARDS ARE PERMITTED SUBJECT TO THE AS PER TABLE 506.2 0"AVI" THE HIGHEST ROOF SURFACE 3 STORY 2020 BUILDING CODE OF NEW YORK STAIRS 40c THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. STATE. FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound = 4,448 IN, 1 mile per hour = 0.447 m/s 1. AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) FOR SI: a. This table is based on 180 mph ultimate design wind speeds Vult and a 45-foot mean roof height. TOTAL HEIGHT FROM RIDGE TO GRADE 18-1R" 1 POUND PER SQUARE FOOT 0.0479 kPo, 1 SQUARE INCH 645 mm,21 POUND 4.45 N, b. Fasteners shall be installed at opposing ends of the wood structural panel. 2.AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S2,30) a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD Fasteners shall be located a minimum of 1 inch from the edge of the panel, 1305 APPLIED OVER A 20-SQUARE-INCH AREA. c. Anchors shall penetrate through the exterior wall covering with on embedment length of 2 inches minimum into 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) CEDAR AVENUE b. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT the building frame. Fasteners shall be located a minimum of 2Y2 inches from the edge of concrete block or concrete. NY, 11971 BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE SOUTHOLD, LUMBER SPECIES AND GRACE ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF d. Where panel are attached to masonry or masonry stucco, they shall be attached using vibration resistent anchors NOTE: ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 4, ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, having a minimum ultimate withdrawal capacity of 1,500 pounds. OR GREATER, WITHIN THE PLANE OF THE TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED "FOUNDATIONS"OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE SCTM: # 078-07-53 TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. ALL EXT. DECK FRAMING MATERIAL CCA INC PINE #2 AND BETTER c, INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD 2018 Internationol Energy Conser4bq Code (I I'DRAWIING 11-ILE: OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2020 RESIDENTIAL CODES WHICHEVER PRODUCES THE GREATEST STRESSES. SECTION R503 ALTERATIONJ I OF NEW YORK STATE. z d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. GENERAL NOTES AREAS OF STRUCTURE e. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. R503.1 General NEW CRAWL SPACE NA f. GUARD IN-FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL Alterations to any building or structure shall comply with the requirements of this section C50J anJ the code of the new construction. Alterations shall PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY NEW FINISHED BASEMENT 110 sq.ft. FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF be such that the existing building or structure is not less conforming to the provisions of this cod,, than the existing building or structure was prior to CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (2020 ECCCNYS), BASED 446 sq.ft. 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED the alteration. Alterations to an existing building, building system or portion thereof Shall conform a the provisions of this code as those provisions ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE AND NOTES: EX, BASEMENT TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE EX. FIRST FLOOR 1358 sq.ft. g UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN relates to new construction without requiring the unaltered portions of the existing building or building system to comply with this code. Alterations sholI ASHRAE 90.1-2016 DESIGN' PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO INFRINGEMENTS WI'L DE . NEW FIRST FLOOR 594 sq.ft. THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR W creole on unsafe or hazardous condition or overload existing building systems. PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL EX. FINISHED BASEMENT 981 sq.ft. MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN NOTE:THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS DESIGN' PIRDIFFIESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNDMI OR THE PLANE OF THE TRUSS UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT NEW BALCONY NA EXCEPTIONS: The following alterations need not comply with the requirements for new construction, provided that the energy use of the building is not TO BE IN ACCORDANCE WITH TABLE R602.3i FASTENING SCIIEDULE OF THE 2020 RESIDENTIAL FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. LOFT NA THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS increased: CODE OF NEW YORK ATTIC (HOUSE)(o) NA BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: SEAL: DAT L: ATTIC (HOUSE)(b) NA 1. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH 1. Storm windows installed over existing fenestration. JANUARY 16, 2023 NEW GARAGE ADDITION 520 sq.ft. BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS 2. Surfaced applied window film installed on existing single pone fenestration PROJECT NO: ATTIC (GARAGE)(a) NA NOT LESS THAN 30 INCHES 2018 International Energy Conservation Code (I COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. assemblies reducing solar heat gain, provided that the code does not 1 1139-2023 ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED BONUS ROOM NA 2,THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN DRAWN BY: SCREENED PORCHES NA 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. require the glazing or fenestration to be replaced. SHTION R502 ADDITIONS UNDER FEDERAL COPYRIGHT LAW. BDK SUNROOM NA 3. Existing ceiling, wall or floor cavities exposed during construction, provided PLANS MAY NOT BE REPRODUCED WITHOUT All '9" 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD C.) CHECKED BY: WRITTEN AUTHORIZATION. EX. DECK TO BE REMOVED 1110 sq.ft. MEMBER DEPTH. that these cavities are filled with insulation. NEW DECK R502.1,1 Prescriptive compliance Additions shall 538 sq.ft. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF A 4. Construction where the existing roof, wall or floor cavity is not exposed. 1�z , -1- ...I: �1 THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE , � 01�',",�a T NUMBER: COVERED NEW DECK 85 sq.ft, DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS comply With Sections R502,1.1 through P502.1.1.4 KEHL DESIGN ASSOCIATES, LLC. COVERED FRONT ENTRANCE 20 sq.ft. THAN 10 POUNDS PER SQUARE FOOT. 5. Roof recovered. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE =_ _ _ J 0_01 COVERED ENTRANCE NA PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A 6. Air barriers shall not be required and roof replocement k POOL HOUSE CABANA NA t,1684 �,,-:' G1 SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE PROOF OF PURCHASE. ACCESSORY STRUCTURE NA where the alterations or renovations to the building do not include CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE SEE PAGEA-301 FOR THE PROJECTS TO COMPLY WITH aaT IN-FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE alterations, renovations or repairs to the remainder of the building envelope. Acceptance of these drawings does not authorize the right to build without ss" (a) WITHOUT STORAGE ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. CHAPTER 4 RESIDENTIAL ENERGY EFFICIENCY, AS PER THE the authorization of local governing agencies, such as Suffolk County Dept. DOB NUMBER: OF (b) WITH STORAGE PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE of Health Services, Town Building Departments, DEC, FEMA, etc, Verify all conditions, codes, and requirements with such agencies prior to 2018 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) construction. V KEMESIGN-ASSOCIATES, ` ,.�/%:�' IMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION `` y USE A MINIMUM OF / / ,// TWO Bd NAILS THIS U G_ SIDE OF TRUSS. M L S 2 0 FASTENERS ALLOWABLE LOADS t•z LOAD PROVIDE (1) HGAIOKT ON WITH ° LATERAL TOTAL FOUR /. ® o o i im - Ic1i_ MODEL GA UPLIFT UPLIFT �^ CODE 8d NAILS SIDE OF CEILING JOIST AND ON SIDE OF RAFTER N0. TO TO TO AVG (133/160) NAILS REF. gg , 4I m I RTRUSSS/ PLATES STUDS ULT. (133) (160) F F2 (133& INTO TRUSS s-_== SMPSON ° j/ I fro' �t r NOTE: REFER TO SIMPSON WOOD CONSTRUCTION =_= TAKE-UP WASHER H7 16 4-8d 2-8d 8-8d 2991 930 98s 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND KEHL DESIGN ASSOCIATES �c PROPER INSTALLATION PROCEDURES _ residential & Commercial design • consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 ° FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO ARTR'x12 e e DIMENSIONS (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAIL o e PO.Box 1675 phone: 1631)433.9C84 MODEL GA AVG 2 INTO o OU1110 N0. MAX. CLEAR ULT. LFTA LFTA REF. ,®, j o e° E-Moil: stn654sop10nllne.nel PLATES Southold,New York 11971 a WIDTHSPAN L QTY DIA 1} 2 2} 3 3} 1} 2' 2� 3 3} EIGHT 8d NAIL SP4 LFTA 16 2�" 17" 3g"16-10d — 4200 1205 1400 5, 44, 85 INTO Kehl Design Associates,LLC o formerly D A K Associates,Li STUD ""��/�/'.%��/T'%/7// ° OWNERSHIP 8c USL OF DOCUMENTS: DOUG-FIR LARCH / SO. PINE ,°o These drawings and specifications including the FASTENERS2 ALLOWABLE UPLIFT LOADS 3 MODEL L AVG 10d 10d x 17' CODE ° N0. ULT. REF. LFTA o lod 10d x 14" (133 / 160) (133) (160) LSTA21 °° ideas, design and arrangements oer fK represented DESIGN therein, are the property of KEHL DESIGN Simpson Strong-Tie ASSOCIATES, LLC. No part thereof shall be MT516 1g 14-10d 14-10d x 1�" 3116 1000 Sao 1000 3, 41, 12s ° copied, disclosed to others or used in connection MTS200 0 ° ° HGA10 with any work or project other than for which 20 14-10d 14-10d x 1�" 3116 1000 840 1000 3, 41, 128 LAR DETAIL "K" y prepared the have been re ared without written consent. LST20 20 12-10d 12-10d x 12' 2383 775 720 720 3, 41 �� t� ,° STU 5" UT DETAIL DOUG-FIR-LARCH E Equal number of �SIMPSON TYPE OF DIRECTION SO. PINE CODE ALLOWABLE LOADS REF. Specified nails In o° TAKE-UP WASHER MODEL CONNEC- OF LOAD FLOOR ROOF (133/ each end d NO. TION Sim Strong-Tie(100) (lzs) 160 I Simpson g ART-'x12 G 515 645 670 CS16 8' LTP4 5 J 515 645 670 6, 39, 97 DETAIL "H" H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS'''''(DF/SP) (133) HOEDOWN HOLDOWN ART`�'x12 DEFLECTION DEFLECTION CODE MODEL STUD LENGTH OF BOLT 2.3 AT HIGHEST MACHINE AVG AT HIGHEST REF. NO. ANCHOR ULT, IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE BASE BODY 4 BOLTS o HB SB W HFB SO CL DIAS'e DESIGN LOAD DESIGN o0 GA WHEN RAISED OFF GA QTY DIA 1�" 2" 2z" 3" 3z° 5�° LOAD THE SILL PAT 0 0 0 HD2A 16 12 4A" 2J" 2J" 8" 2 " 1,�" g"' 2 12150 1555 2055 2565 2775 2775 2760 0,058 0.077 2, 43, 82 0 0 0 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS AVG W L STUD PLATE ULT. (133)2 DF / SP (160) RODE N0. SP4 3A 71" -10d x 1 j" �2917 735 885 7, 40, 127 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE ° NO. GA W L NAILS FLOOR (133) (160) REF. °o 10o WORK NOTES: LSTA21 20 11" 21 16-10d 905 1205 1 1295 7, 40, 90 °o MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE ° NO. GA W L NAILS FLOOR (133) (160) REF. Simpson Strong—Tie STU 5 — MSTA24 18 14" 24 18-tOd 1025 1370 1640 7, 40, 90 LUS46 8 TOTAL ALLOWABLE TENSION LOADS NAIL CODE SIMPSON MODEL L FASTENERS NO. (LENGTH END GA CUT LENGTH (TOTAL) t 2 SPACING REF. HD2A NOT FOR TAKE-UP WASHER (100) (133 / 160) oc H6 CONSTR `CTI � OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Stromg- V :Tie � 28-8d 1235 1650 2 ARE TO BE TOP MOUNTED UNLESS OTHERWISE C516 150' 1 I 16 CLEAR SPAN +31" 7, 40, 90 NOTED. FAILURE TO COMPLY WITH ALL NOTES USE UNLESS MODEL DIMENSIONS FASTENERS DN. -FIR AR H PIN A wA A ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION �S J N0. GA W H g HEADERS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 BY A, LICENSE PROFESSIONAL ENGINEER, DETAIL 'IF" JOISTS , PLACES 1od 16d ULT. (133)1(160)1 10d I 16d 10d 16d I 10d I 16d REF. ALL LIABILITIES ON THE CONTRACTOR. CNW— CERTIFIED �� LUS46 18 34" 4J" 2 1-16d 4-16d 6076 1140 1160 1000 1150 1250 7, 40, 127 — DETAIL "I" HUS210-2 14 3� 9t36 2 8-16d 8-16d 6076 1755 2105 1650 — 1900 2065 1, 36, 84, 122 ART 'x12 COUPLER NUT PROFESSIONAL DOUG-FIR LARCH/SOPIN ALLOWABLE LOADS FASTENERS UPLIFT LATERAL CODE S SIMPSON TU 5'— 8 MODEL AVG UPLIFT (133/160) REF. ENGINEER N0. GA ULT. TO RAFTERS TO PLATES TO STUDS (133) 1 (160) F F2 160 TAKE-UP WASHER HGA10KT 14 4-SDS211"x14" 4-SDS4'x3" 1 1523 435 435 1165 940 :i USE A MINIMUM OF y M SP4 -- TWO 8d NAILS THIS CNW- SIDE OF TRUSS. COUPLER NUT S P TOTAL FOUR /. � SE A MINIMUM OF 4 'PROJECT: 8d NAILS TWO Bd NAILS THIS INTO TRUSS SIDE OF TRUSS, MTS16 SIMPSON LSTA21 SIMPSON 8' ANCHOR BOLTS / M T S 16 TAKE-UP WASHER TOTAL FOUR � HD2A Strong-Tie $d NILS NTOATRUSS ° LSTA21 HU S 210-2 MNLEi Elm `: COP", E TWO FI 8 AIL T 1305 EIGHT S °O° TWO 8d NAIL Bd NAIL INTO INTO H7 EIGHT DETAIL "A" STUD Simpson Strong-Tie PLATES °mo ® EDAR AVENUE � SOUTHOLD NY 11971 IN NAIL ®TO DETAIL "D" DETAIL "G" DETAIL ' ' STUD Simpson Strong-Tie H7 Simpson Strong-Tie „ „ SCTM: # 078-07-53 LFTA ROD SYSTEM DETAIL L ' LFTA LFTA Ridge Strapping NOTE: DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS .DRAWING TITLE: ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE L STA30 ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS SIMPSON WINDLOAD ° I BP RUN OFF FACTORS ASPHALT = 1.0 ROOF = 1.0 -0" DEEP POOL x 4' DIA ==12. 8 cu.ft. per vertical . CHARTS & CALCULATIONS V 1'-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. V-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. / STRONG-TIE DETAILS I• 1st FLOOR 3"I THROUGH ROOF 3" THROUGH ROOF let FLOOR V-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. ' ROOF AREA = 2754 sq/ft / ROOF DRAINAGE 2.. 3.. 3 O F 2.. 3.. i 2„ 2.. CALCULATIONS AND v = A X R X � PLUMBING RISER DIAGRAM LTP4 3.. uI►1oa1' POWDER 2" 2.. "°°" eooM 2' A = 2754 sq/ft I3.. 2.. z . z . F1 :• LTP4 ,st 2 ,et FLOOR R = 2" RAINFALL = .17 ft LTP4 FLOOR" 2•' ., 3. 2" 2•' C = COEFF. = 1.0 NOTES: •' 3.. 3 V = 2754 x 1 x .166667 = 459 C.F. 3 3 3 THESE (PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DETAIL, C" 32' 3" DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO INFRINGEMENTS WILL BE 3" a PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL Simpson Strong-Tie 3 ' WASTER GUEST FOUNDATION WALL 459 / 42.25 VERTICAL FT. / FT = 10.9 U.F. ` FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE LTP4 DETAIL "B" Floor-t o-E l o o r Connections Ridge Strapping BATHROM ; DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR LTP4 2" 2 " 2 USE (4) 8 DIA. POOL 4 ABOVE GRADE -O DEEP = 16 V.F. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT ' Detail A" F.A. VENT OR FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS, C.O Simpson Strong-TieU A M NT O O 0 0 2 _1�7 A BASEMENT Floor—to—Floor Connections FLOOR 2 FLOOR 459 / 22.3 VERTICAL FT. / FT = 20.6 V.F. SEAL: DATE: TOA SCWA APPROVED USE (4) 6' DIA, POOL 6' DEEP = 24 V.F. ° JANUARY 16, 2023 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY SEWERAGE SYSTEM 1 PROJECT NO: EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. PLUMBING RISER DIAGRAM (NTS) POOLS TO BE PLACED ON OPPOSITE SIDE OF 1139-2023 _ DRAWN BY: NO SUBSTITUTIONS HOUSE AND/OR LEADERS TO BE PIPED TO fq- f`", BDK All framing hardware shown on these plans, POOLS (1/2 OF THE ROOF TO DRAIN TO EACH C-D��' 2 CHECKED BY: unless Otherwise indicated, Is Simpson Strong-Tie, R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE 0�� , CU�r� �= No substitutions are approved or authorized. POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC )1. R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION A' 4 t� SHLEI NUMBER: Due to the relationships of framing hardware to 1 �_ ' ` °"`';°� LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES AZu the other components of the structure, any framing COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES < G2 hardware substitutions will render these plans CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS of THIS SECTION. ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA .-�. I and void, and will result it the installer/contractor WHERE TRAFFIC IS TO BE PRESENT. � J 6"4. c� assuming responsibilityr for, the design and R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS �� performance of the entire system, USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. IF A MULTIPLE POOL SYSTEM IS USED AROUND THE UuB NUMBER: OF 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) BE DIVERTED TO EACH POOL. © KE&DFSIGN•ASSOcIATS, ur 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE - � Area to Insta °, " VL C' B A B n Each Side '3O nsts, 301 0 02 301 3D1 ' Below the Top i the Floor NOTE: VERIFY ALL DIMENSIONS TO PIFIL DESIGN ASSOCIATPQ I td,C Joist, on Each Side, Supply New 4" DryGuard OSB Slurd-I-Floor INSURE FLOORS OF NEW ADDITION �g J T residential & commercial design . consulting ALINE WITH FLOORS IN EXISTING Between floor Joists HOUSE. PO.Box 1675 phone: (631)433-9084 ALL HEADERS ARE TO BE Southold,New York 11971 E-Mail: ssbn654@optonline,nef DETAIL OF SHOWER 6x6 ACO Post attached to 6x6 ACQ Post attached to 6x6 ACQ Post attached to 6x6 ACQ Post attached to (2)1OTH WI LVL UNLESS Pier usinga Simpson 6z6 Pier usinga Simpson 6x6 Pier usinga Simpson 6x6 �ii6� Pier usinga Simpson 6x6 �2-11"—'�7-QY6" 16'-8�s' OTHERWISE NOTED p p p I p I Kehl Design Associates,LLC o formerly D A K Associates,LLC Post Base Anchor Post Base Anchor Post Base Anchor Post Base Anchor 6x6 ACO Post attached to ''�''" J/�'/77 -ii' /-7 ^" '""''' ///�y% FLOOR ON FIRST FLOOR -,D," -,a,' -„Y6" Pier using a Simpson 6x6 Post Base Anchor JWNLRSHIP & USE Of- DOCUMENTS: 28" Big Foot Footings 28" Big Foot Footings 28" Big Foot Footings 28" Big Foot Footings 28" Big Foot Footings NOTE: VERIFY ALL DIMENSIONS Min. S-O' Below Final Grade Min. S-O" Below Final Grade Min. 3'-0" Below Final Grade Min. 3'-0" Below Final Grade Min. S-O" Below Final Grade IIJSURE WALLS OF NEW ADDITION These drawings and specifications including the with 10" Conc. filled Sono Tube with 10" Conc. filed Sono Tube with 10" Conc. filled Sono Tube with 10" Conc. filled Sono Tube with 10" Conc. filled Sons Tube LINE-UP WITH WALLS IN HOUSE. ideas, design and arrangements represented Piers with (1)#5 Stirrup and Piers with (1)#5 Stirrup and Piers with (1)#5 Stirrup and Piers with (1)#5 Stirrup and Piers with (1)#5 Stirrup and therein, are the property of KEHL DESIGN 5„ 5„ 5, 5„ ASSOCIATES, LLC. No part thereof shall be "z18" Anchor Bolts 8 x18 Anchor Bolls 8 x18 Anchor Bolts 8'x18 Anchor Bolts g x18 Anchor Bolts copied, disclosed to others or used in connection NOTE: PROVIDE FIRE BREAKS thelyh any work or have been prepared c without t other twritten han orconsent. which AS PER 12-0' 6x6 ACQ Post attached to THE 202D 3'-8Ya 2'-5� e cD o PierP stgBaselAnchorson 6x6 6 RESIDENTIALYORK SOTDATE F REV: `o 1'-6" '-36' 15'-111fi" - - - - - - - - �•- - - - - - I I 28" Big Foot Footings Existing Window Existing Window Existing Window Existing Window f I I Min. 0"C Below Final Grade Locatio & Size Locotio & Size Locatior & Size Location & Size with 10"Conc. filled fulpSon Tube See Poe A102. See Pao A102. See Pace A102. See Poe A102. I I B Install New 2A ACO a Piers with (1)#5 Stirrup and 5"x18" Anchor Bolts o Sleepers @ 16"oc. on I I b - - - - - - - - - - - - - - - - - - - - � � - - - --z•� - - - - - - - - - - - -- - - - - - - - -� the floor over Rubber N I Membrane Vapor J J- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - o Barrier with 1�" Blue a I I Provide New 8" Concrete Wall onl6"x8" Footing, r Dow Board between Area fa install 14"z52" LVL o Sleepers, covered with i I Min. 3'-0" Below final Grade on Each Side of Floor Joists, a CDX Subfoor. I #5 Rebar Pins a Below the Top of the Floor - Joist, on Each Side. Supply N o o Install New 2x4 ACQ ( o Install New 2x4 ACQ o New 4" DryGuard OSB Siurd-I-Floor a o p I - - - - - - - -- - - - - - - - - - Sleepers @ 16"ac. on a t o " 3 - _ Slee Sleepers @ 16"oc. on - --- - - - - - WORK NOTES: Between floor Joists 1 �, .3 the floor over Rubber y the floor over Rubber z Z o o Z N L N Z o I Membrane Vapor _Y� �� a o .o Membrane Vapor - - -- - - - - �� - - - J I 23'-OY" I i I�eW New a Barrier with 12 Blue 0 1 _ o o N o Barrier with 1 Blue t 8 - Dow Board between L - - g o c, Dow Board between Sleepers, covered with M� @ Sleepers, covered with ' x o p _ o 0 0 N u — I I Garage Mud v> 4" CDX Subfloor. Instali.Newcn v 4" CDX Subfloor. Remove Existing Install New Stairs and Fill-in I NOT FOR Column on Column on Floor System I , Room Remove Column CONSTRUCTION' 24'x24'a12' Remove Girder at �- - - _J I 5Y" '-8 2" p Steel Column has been Removed 24"z24'z12' I r Conc. Flg. Stair Location Conc. Ff ��R�� I _ U Install New 3g" Steel Column _, 9' I \ �- � � Relocate Steel Column - 16' Wide x 8' Thicl Monolithic Concrete Haunch \16' Wide x 8" Thick Monolithic Concrete Haunch Ne "x 74'LVL Floor Ja sls @ 1b ec. K tchen Floor Joists USE UNLESS F-rWall Under Girder � I 7 7 7 i - - -- - - - - - - I ( ) n + Sister Girder with 1;"x 71" LVL I-_ e - + Existing Girder I F Remove Chimney - - -_ \ y -_ _ _ _ _ _ ___ _ _ _ _ _ _ w t and fhru boll as per Monf. Specs Provide I I (2)2z6 top Plole New Crawl Space CERTIFIED BY A I- L -I L -� L -� Access to I W. 4" Poured Concrete Slab Min. 4' Poured Concrete Slab 2x6 Stud Wall New Steel Column I I °� ew us r er T 9Y" 2' 6Y" 10%" New Crawl I on Vapor Barrier with 10 Ga. on Vapor Barrier with 10 Ga. I ° I o ( ACO Sill Plates PROFESSIONAL '-9 -Y-�" Space I I 6x6 WWM. 6x6 WWM. I I o a1,ii Provide I I I I Min. 4" Poured Corrnele Slab �1-4 4" PC. Slab a ENGINEER I , Install New 2x4 ACQ o Install New 2x4 ACQ o Install New 2x4 ACQ o Access For I I I o on Vapor Barrier 10 Ga. Provide New 8" Concrete Wall on 16% 8" Foofin , o v Sleepers @ 16"oc. on o v Sleepers @ 16"oc. on °� Sleepers @ 16'bc. on D HVAC Supply -3" 3" _ o I o I I o 0 6x6 WW'h' Min. 3'-0" Below final Grade 9 the floor over Rubber "3 .N the floor over Rubber v N s N 3 the floor over Rubber © I & Return o I I = N Membrane Vapor N Membrane Vapor Membrane Vaporo - Barrier with 1Z' Blue Barrier with 12" Blue �' N a, o Barrier with 1 " Blue o I I New (2)14"z9" LVL Girder o I I I I m o a I Dow Board between o Dow Board between _ o s o s o Dow Board between S o w o v I I a o Sleepers, covered with ¢ Sleepers, covered with g E ;, ? Sleepers, covered with °� I o 3" CDX Subfloor. Q 3" CDX Subfloor. 0 3 _ s x 3" CDX Subfloor. I I o 8"xl6" Conc. N ¢ N Block Pier Filled Solid Provide Access to I Steel Column to be Removed Steel Column to be Removed N I " I d ( New Crawl Space I PROJECT: ^ After All Girder Removal Conditions After All Girder Removal Conditions I I 3 Z �} T " are Mel. are Me I N I I emove Existing Cinder After Floor Joists ore Paint Floor and Foundation Walls - - - - - - - in Old Garage with UGLY Drylok ( . istered up and Fitt Floor Ceiling Joists arEL - -1 L - - - - - - - - - - - " I Mir. 4" Poured Concrete Slab Min, 4" Poured Concrete Slab I tkf L I-E Y Hung From Rafters as Noted. Remove Existing Girder After Floor Joists are Remove xi o ��-O" I I I or Vapor Barrier with 10 Go on Vapor Barrier with 10 Go. 2) Dig out Area to 22" below the top of the Foundation _ I 6x6 WWM. 6X6 WW'M Sistered up and First Floor Ceiling Joists are 3) Pour new Concrete Slab Min. 2" (hick _ N Hun From Rafters as Noted I I Provide a I L - g #5 Rebar Pms I 4) Install New Anchor Bolts 32'oc. o I � Access to I - - - - - - - - - - - - - - - - - - - - - - - - - - - -- 5) InsIallNew2x6ACOSiII New Crawl o o o 6) Provide New l4"x74" LVL Floor Joists @ 16"oc. @, I Space I I 7) Provide Access to Crawl Space for Utilities and Air Circulation - - - - - - - - - - - - - - - - - -- - - ) 19 insulation in Crawl Space 1305 Bri k Veneer Brick Veneer Bri k Veneer Provide 8" Concrete Wall on 16"z 8" Fooling - - - - - - -J I I I CEDAR AVENUE - - - - - - - - - #SRebarPins I ° 5 Rebar Pins- " i G SOUTHOLD, NY, 11971 L - - - �- o I Provide Masonry opening for Provide Masonry opening for Provide 8" Concrete all on 16% 8" Footing, I I'-O"x 8'-0" Garage Door 9'-0"x 8'-0" Garage Door I t 8" Thick Conc Footing Min. 3'-0" B low final Grade I -- 9'-6" Wide M 0, 9'4' Wide M 0. - i SCTM: # 078-07-53 I -- - - - - - - - - �'- - - - - - - - - - - - - - Provide Engineered Flooring Min. S-0' Below Final Grade - - - I- - - i - Provide 4- CDX Subfloor - - Provide 2X28' ACO Sleepers @ 16"oc. DRAWING TITLE: C Monolithic Poured Reinforced Concrete Apron 301 Provide New 8" Concrete Wall on 16% 8" Footing, DETAIL OF BASEMENT FLOOR Mln, 3'-D" Below final Grade ± EXISTING FOUNDATION PLAN / HVAC D C "_ A B A '. - DUCT LOCATION 3U7 307 0 02 301 Ml x 20'-V2" -7" 14'-� -11' -7Y' -6Y6" 11'-0° -51is" N0 TES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE �4 24 0" PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE 78- 2 DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE SEAL: DATE: R301.1 APPLICATION BUIL-DINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, JANUARY 16, 2023 ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PROJECT NO: PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES 1139-2023 IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM T DRAWN BY: THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE EXISTING BASEMENT FLOOR PLAN - BDK � 4 TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS `fir` CHECKED BY: PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF _ D COz�\ Scale:�"- 1'-0" � r- THIS SECTION. 4 © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE . . ,`.w�l f SHEET NUMBER: PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT R30AN ALTERNATE PROVISIONS EXISTING WRITTEN AUTHORIZATION, ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Al AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE 6 A O 1 STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND �• THE LIMITATIONS HEREIN, WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW NEW YORK STATE. t DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) TO BE REMOVED of local governing agencies, such as Suffolk County Dept, of Health Services, Town Building 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD Departments, DEC, FEMA, etc, Verify all conditions, codes, and requirements with such �E�rDESiGN•ASSOCIATES,¢c FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. ff /i % %%/ / C%/ - _ - %:. 43'-0" 12'-0" 23'- - 11t -- ELL F 7'1 3 ' ' ' " ' " I 0" 8 2-58 3' -0" II l „I it ✓ ' KEHL N DESIGN ASSOCIATES �c T residential & commercial design • consulting D C I A B A �. 1 3U1 ',. PROVIDE HI, .RRICANE STRAPPING IN ACCORDANCE WITH P0 BOX 1675 h ( I I I THE 2020 RESIDENTIAL CODE OF NEW YORK STATE phone: (631)433-9084 *> I I Southold,New York 11971 E-Mail: ssbn654aopton line.net I I I I I I Kehl Design Associates,LLC o formerly D A K Associates,LLC ( I I I I NOTE: VERIFY ALL DIMENSIONS TO 3 INSURE FLOORS OF NEW ADDITION OWNLRSIIP & USL OF DUCUMLNIS. r 41-1� ALINE WITH FLOORS IN EXISTING ( 1'-0" z• t 10�" --9' ^ 11Ys^— 1'_0^ HOUSE. 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 o I ALL HEADERS ARE TO BE copied, disclosed to others or used in connection ( I I I _�3) 2x12 ADD Girdle — fl 3) 02 ACO Girde — — 3 x12 ACO Girde 3 x12 ACO Pirtle _ I (2)1 4"X 9Y" LVL UNLESS with any work or project other than for which OTHERWISE NOTED they have been prepared without written consent. I 0 o x o x x o N I NOTE: VERIFY ALL DIMENSIONS REV: INSURE WALLS OF NEW ADDITION ~ o 0 LINE-UP WITH WALLS IN HOUSE, I 0 0 I o o I o 0 0 0 0 o New Window Q Size Location a NOTE PROVIDE FIRE BREAKS o o 0 0 o t AS PERTHE . I • \ ' O 4L N RESIDENTIAL CODE OF f NEW YORK, STATE I I I I V-1 '-1�" 4'-0" C/ J IT ' o z � I I utility New Window New Window New Window 2-8 12'-11tys" Q/ Size &Location Size &Location Size Location Room Of Fill-in I o D Ex. 6068 Slider ^ 4L CX14R A 3 CX14L ` 4L C (� Cl— Window 2868 o emove Existing Roof Shingles os Necessary 4WORK NOTES: and Cl• i 2 / � o �� rovide New GAF Architectural Roof Shingles 20'-3Y" '-2^ o z I Provide New Exterior Siding with t 2868 _ Hardi-plank or equal CI. 6 154, `-2" -0 1 Provide t'1x31' Azek or E uo! Exterior Casing NOT FOR - Family Room " 4 z q g v afound all Windows and Door 9 Bedroom Min.»" Poured Concrete Slab Min. 4" Poured Concrete Slab CONSTRUGTI®�N C on Vapor Barrier with 10 Go. on Vapor Barrier with 10 Go. S Pre�°id, 2" Historic Azek or Equal Sill on All ■ 6x6 WWM. 6x6 W'WM. Windows � N C _ utility Provide Central Air Conditioning to Entire 3 USE UNLESS WAC 16'-9Y" 3'-6" M o Room . House F CERTIFIED BY A Provide Op,ionol Price for New High /� �� \� Effie?nuy Hot Air Heating System. PROFESSIONAL HVAC Soffit HVAC Soffit HVAC Soffit o 16' Wide z 8 Thick Monolithic Concrete Haunch '-,,F Basement Basement HVAC Ductwork — — — 11\1�� -C\� (Basement) — — — — — — � 3- Zo��First Floor ENGINEER O O O HVAC Soffit All ?rang on Windows and Door to Be t6'-6" =2868 '° Cf„q,,d to 31" Beaded Casing with o lg" Bock Band. ' ' Y 17-4Y2" HVAC Ductwork Base Holding to be 51" Beaded Bose co HVAC Soffit HVAC Soffit �? HVAC Soffit o CI� -- /- .�--2'-7" . 23'-D 2 All irlerior Doors to be Replaced with / 20'-1oY" _ 1'-10" 6^asanite 1j" "Logan" Doors Prcvi;, i'r ce for Buried 1000 gal Propane 2868 Tank - o 9Y' _ zGuest — — — Provide rice for Whole House Generator PROJECT: N u Laundry Mastero / " Masi Bath " Room or Provide Price for On Demand Hot-Wafer U\ V f Bedroom 2 $" Bath 10" 3' -1� 77, -0" Healer "Navien NPE-240A ;��*l StorageC Min. I" Poured Concrete Slob Min. 4" Poured Concrete Slab A V Est L .3E on Vapor Barrier with 10 Ga. on Vapor Barrier with 10 Go. Provide Price for Connecting all Units to 6x6 WWM. 6x6 WWM. Propane To Include: Stove E I .; V v CI• New 1-Hotwaler on Demand Units o ^Cl a Gill o. Generator � ' Fire Pit y" 3%" Garage Barbecue 1305 2' 0' 11'-7Y" 2'-8" -10' 1" Pool Heater /�`, Min. 2" Poured Concrete Slab Addition Dryer J� CEDAR /"'iV ENUE --- on Vepor Barrier SOUTHOLD IVY 11971 4-8"-f4'-�" —Z�Line of Woll 0 o 0 Above SCTM: # 078-07-53 0 0 0 o 0 o� � � � o s 7-1 a o o C 0 0000 00 0 0600 0 \ 1 DRAWING TITLE: "u Povide Masonry opening for Provide Masonry opening for 0000 0000 0000 00 0 0000 f-0°x 8'-0" Garage Door 9'-0"x 8'-0" Garage Door N 9'-6" Wide M O. T-6" Wide M 0. NEW FOUNDATION PLAN / DECK FOOTING / FRAMING Z"' ,-1" 22. G Monolithic Poured Reinforced Concrete Apron PLAN AND NEW BASEMENT - FLOOR PLAN 0'- -T �' 14'- � '-11' -1Y' �'- " • 11'-o" 2 � � f, � 2 s Is 4' 24'-0' 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 18-$1z PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL D FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT, THE C DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR 0 UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE SEAL: DATE: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE B A A JANUARY 16, 2023 CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, U1 ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PROJECT N0: PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES �P�EOF NE 1 139-2023 IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM J. Cp�o O� DRAWN BY: THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE �� C O fi BDK TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING EXISTING �� BASEMENT FLOOR PLAN ?� * �HECKED BY: ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. zM NEW © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE SHEET NUMBER: PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT R30AN ALTERNATE PROVISIONS AND HVAC DUCT LOCATION TO BE REMOWED WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF ��1,,, ` 11 AS AN ALTERNATIVE TO THE: REQUIREMENTS IN SECTION R301T THE FOLLOWING A102 KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE I� '`.:•. ' . STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED CESIGN IS USED IN CONJUNCTION WITH PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF Scale:4" = 1'-0" NEW YORK STATE. DOB NUMBER OF Acceptance of these drawings does not authorize the right to build without the authorization 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such KEI1bDESIGN•ASSOMTES,uc FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. ®' ME H 6Ll Fla r: KEHL DESIGN ASSOCIATES r�c residential & commercial design s consulting PROV .IDE HURRICANE STRAPPING, ACCORDANCE WITH PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH P0 Box 1675 THE 2020 RESIDENTIAL CODE OF NEW YORK STATE THE 202D RESIDENTIAL CODE OF NEW YORK STATE phone; (631)433-9084 Southold,New York 11971 E-Mail; ssbn654@optonline.net Kehl Design Associates,LLC o formerly D A K Associates,LLC NOTE: VERIFY ALL DIMENSONS TO NOTE: VERIFY ALL DIMENSIONS TOl INSURE FLOORS OF NEW ADDITION INSURE FLOORS OF NEW ADDITION OWNERSHIP & USE OF DOCUMENTS: ALINE WITH FLOORS IN UISTING ALINE WTH FLOORS IN EXISTING HOUSE HOUSE. 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 ALL HEADERS ARE TO 3E ALL HEADERS ARE TO BE copied, disclosed to others or used in connection (2)13/"X 9%" LVL UNLESS (2)1 a"X 9%" LVL UNLESS with any work or project other than for which OTHERWISE NOTED OTHERWISE NOTED they have been prepared without written consent. D C B A A g 1 NOTE: VERIFY ALL DIME SIGNS NOTE VERIFY ALL DIMENSIONS REV: INSURE WALLS OF NEW A)DITION INSURE WALLS OF NEW ADDITION LINE-UP WITH WALLS IN HOUSE. LINE-UP WITH WALLS IN HOUSE. NOTE: PROVIDE FIRE BF'EAKS NOTE: PROVIDE FIRE BREAKS AS PER AS PER THE 2020 THE 2020 RESIDENTIAL CODE OF _3 I__ __ _____ RESIDENTIAL CODE OF NEW YORK STATE NEW YORK STATE Dining Room hemove Existing Roof Shingles as Necessary emove Existing Roof Shingles as Necessary {WORK NOTES: and and Provide New GAF Architectural Roof Shingles I I I I ( � rovide New GAF Architectural Roof Shingles U Provide New Exterior Siding with I I I I I I 2868 — Provide New Exterior Siding with Hordi-plank or equal — — J Hardi-plank or equal I- - - - -_—_—_— JE 7 � � Provide q"x32' Azek or Equal Exterior Casing Master r C� �� I Mud Room New Provide "x31" Azek or Equal Exterior Casing ( around all Windows and Door , , Master , New of Laund q g NOT FOR I _ ___ Addition Laundry around all Windows and Door � __ _ _ _ - - - - - - CONSTRUCTION! Provide 2" Historic Azek or Equal Sill on All Bedroom I I Bath y Stair r Provide 2" Historic Azek or Equal Sill on All Windows , Room Windows Provide Centrol Air Conditioning to Entire — __J [Ne Powder USE UNLESS LocationProvide Central Air Condltioning to Entire [ House ( I House Provide Optional Price for New High ( � — — — — — — — — —— — _ _ ________ _ Rom - CERTIFIED BY , Efficient Hof Air rice f System.i — — — — — — — — — — —�- — — Provide Optional Price for New High p e /� y enr Efficiency Hot Air Heating System 1'"ROFESSION/'�L 2- Zone Basement Basement / E N G I N E E R (Basement) � � — �_ _ 2 Zone Basement (Basement) 3- Zone First Floor — — — — I I — I — — — �� 3- Zone First Floor All Casing on Windows and Door to Be J J/ All Casing on Windows and Door to Be / Changed to 32" Beaded Casing with =---— — — — — — — — —� Beaded Casing with — — — / Changed to 32 1g' Bock Band. —/ / 18 Back Band. q Base Molding to be 51' Beaded Bose I� ( �r—— Base Molding to be 521" Beaded Base All Interior Doors to be Replaced with G —� All Interior Doors to be Replaced with P Great Room i p f Masonile 18' "Logan" Doors _ — — — — — — — — — — Masonite 1 ' "Logan" Doors - — — — — — — — — — fProvide Price for Buried 1000 gol Propane I Provide Price for Buried 1000 gal Propane l Tank II rL — I Tank fProvide Price for Whole House Generator u I i Provide Price for Whole House Generator 'PRQJECI Garage to be Provide Price for On Demand Fot-Wafer I r Provide Price for On Demand Hot-Water Heater "Novien NPE-2z0A Walk-In I I Converted Heater "Navien NPE-240A ( � Z CE"'I'F Provide Price for Connecting all Units to Office Cl. into Kitchen New Provide Price for Connecting all Units to Propane To Include: p Propane. To Include: Stove — — J I Stove , 1-Holwaler on Demand Units — — —— Area Garage 1-Holwaler on Demand Units Generator ` / I , L, Fire Pit o�°¢ —_— — — — I Addition FeeePitor Barbecue s ==== Barbecue 1305 Pool Heater `� Dryer Pool Heater `fir Dryer o� ( J¢ CEDAR "ENUE - 5°68 SOUTHOLD, NY, 11971 New Addition ; :, SCTM: # 078-07-53 f DRAWING TITLE: NEW FOUNDATION PLAN / DECK FOOTING / FRAMING G PLAN AND NEW BASEMENT FLOOR PLAN N 0 1 ES: D C B A B A THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 1 DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED 10 THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL FIELID CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PRDFFESSIDNAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE S EA IL: DAT L: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY `.SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, JANUARY 16, 2023 ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PROJECT N0: PRESCRIBED BY THIS CODE, THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES EXISTING FIRST FLOOR DEMO AND ADDITION PLAN 1 139-2023 IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM '; ---1--�-. DRAWN BY: THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ref BDK ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS Scale:4 — -0 _ C\ CHECKED BY: PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF u. THIS SECTION. C COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE " EXISTING PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT �" � "``r"''x � SHEET NUMBER: R301.1.1 ALTERNATE PROVISIONS WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF 'F' l AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301 THE FOLLOWING STANDARDS T NEW KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE �� STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH _ _ _ _ _ _ _ PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF TO BE REMOVED - NEW YORK STATE. L _ _ _ _ _ _ _ J Acceptance of these drawings does not authorize the right to build without the authorization DOB NUMBER: OF 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such �I�,DESIGN•ASSOCIATES,¢c FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. rrA _ 3'-0" 12'-0" 23'- J , 11'-6" -4Y" 3'-4 -7 jg" -¢4„ $8" -0, -0° 3'-OY" —�'- -6" 3'- " KEHL DESIGN ASSOCIATES c residential & commercial design • consulting D C B A B A PROVIDE HURRICANE STRAPPIIZ IN ACCORDAIICE WITH P0.Box 1675 phone: I631)433-9084 THE 2020 RESIDENTIAL CODE OF NEW YORK STATE Southold,New York 11971 E-Moil: ssbn654Copton line,nel Kehl Design Associates,LLC e formerly D A K Associates,LLC NOTE: VERIFY ALL DIMENSIONS TO %" '%/%�T// " '/%%/i/% " -%,�-, %/�%--- INSURE FLOORS OF NEW ADDITION 15 9" OWNERSHIP & USE OF UOCUMLNIS: ALIIIE WITH FLOORS L1 EXISTING Dn These drawings and specifications including the HOUSE. Vert y Ris r an I Run M wth Flial Or ide ideas, design and arrangements represented propertytherein, are the DESIGN ASSOCIATES LLC. No pat thereof shcII be ,DERS ARE TO BE I I I I I I I I I copied, disclosed to others or used in connection with any work or project t or/ 9Y' LVL UNLESS=RWISE NOTED they have been prepared without written consent. han which T�HX E RIFY ALL DIMENSIONS 1'-7 15'-g%s REV: ALLS OF NEW ADDITION I "MTH WALLS IN HOUSE. -�21'-73/" 12'-0 -0" I 1 1 Deck I Deck I I Deck NOTE: PROVIDE FIRE BREAKS AS PER o 3" 3"THE 2020 2020 `n TW2846 SM. TW2846 SM TW2846 RESIDENTIAL CODE OF — — — — — — — — — — — — — — — —NEW YORK STATE I i I I oo 1.1'-5" Covered X) o - - — - - - - - - — — — - - - - - �; Dining Deck Room � � - - — - - - - - - 3" TW3046 AW251v AW251v Temp. TW2846 $M. TW2846 FWG6068L 3 1' LVt Flush Beam or A _ en Existing eam or Provide z �- Remove Existing Roof Shingles as Necessary 3'-?Y" lT-7 3'-2" 18'- 11'-5" 3y" -0° WORK NOTES: and � � F °rovide New GAF Architectural Roof Shingles DN TW2842 SM. Provide New Exterior Siding — — - — — with N Master Provide False Ratters or Rafter Tails as Necessary to Match the Great Room 2868 TW2842 TW2 42 Hordl-plonk or equal Bath Ceiling V.I.F. � N Provide a"x3 ' Azek or Equal Exterior Casing Master Mud on 0\ Laundry 2'-,D" 7'-�" 7'-," NOT FOR n II Windows and Door o z ooudc Provide 2" Hisfcric Azek or Equal Sill on All Bedroom Roomer V2" Room CONSTRUCTION Windows q �. 266E j CProvide Central Air Conditioning to Entire o sn _ Powder_ - USE UNLESS Hausa " Wet Room � c� o � N Room CE RTIFIED BY A Provide Optional Price for New High 3 2" _ _ PROFESSIONAL Efficiency Hof Air Healing System � � 868 2- Zone Basement (Basement)3- Zone First floor 1 2 Hr Fire-roted Door ENGINEER ' en Assembly with�; All Casing on W'ndows and Door la Be 20'-6" 3'-0' -0' Self-ClosingHinges I co Changed to 321° Beaded Casing with o — — °� r o 1g Bock Band -2-5 -3 6Y" � 3'-� I I Base Mottling to be 52" Beaded Base co j Fill-in N All Interior Doors to be Replaced with — — p Great Room o `--- Vindo9 Mosonite 1J' "Logan" Doors o ; N I Provide Price for Buried 1000 gal Propane 486E Fcc. 2868 r O V N Tank �- Provide Price for Whole House Generator — — it- " i aNROJECT: 1 I Provide Price for On Demand Hof-Water T I Walk- n Heater "Novien PJPE-240A ` _ , ng � - Provide Price for Connecting all Units to o Office cis o �2' o New 3v Propane. To Include: Q Garage Stove1 C E 1-Hotwater on Demand Units III` Generator � �- � '-6" 28'-6� Fire Pit D�,o 4Y2" Barbeque �� '-5" -1" a 8 1305 Pool Dryer r 41� Bench CI o CEDAR AVENUE 3068 Brick Veneer TW2842 Brick Veneer TW2842 " SOUTHOLD, NY, 11971 Brick Veneer -6" o N _ 078-07-53 a — — — - - - —TW2846 TW 46 TW2846 TW2842 TW 42 TW2842 DRAWING TITLE: SM SM SM SM 9'-0"x 8'-0" Garage Door 9'-0"x 8'-0" Garage Door 77/1 30 FIRST FLOOR PLAN -0" 9'-6" u'-2" 2'-1412'-lY' 7'-3" 13'-3' �� °0'-4" -6Yfi 21'-8" 33-0 24'-0" NOT ES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 78- 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 SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMIKNTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. R301 DESIGN CRITERIA AS [DER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE 'SEAL: DATE: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE D C B A B A JANUARY 16, 2023 CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, 30 30 PROJECT NO: ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES 1139-2023 IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM DRAWN BY: THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING `ACE BDK�� ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS S'��N J. O��a�� CHECKED BY: PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF FIRST FLOOR PLAN Oy � THIS SECTION. © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE r -- SHEET NUMBER: Scale:1"— 1'-0" PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT 4 R301.1.1 ALTERNATE PROVISIONS 4 In ! WRITTEN AUTHORIZATIOfJ. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF II �� AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING J�� ,�,,,,;, �� t� Al EXISTING KEHL DESIGN ASSOCIATES LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND c'� 05 } : THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF � NEW YORK STATE. NEW UOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD TO BE REMOVED Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such KEHbDESIGN"ASSOCIATES,uc FOR ONE-AND TWO FAMILY DWELLINGS (AISI-E230) 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. j7• .. PIT YI 6• 3 J 1• 11'-6" '- S-4 8 -7/6" ,-4� '4% '4 -0" 3'-QY2° '-5Y" '4" 3•-8y^ z KEHL DESIGN ASSOCIATES rlc residential & commercial design • consulting ` DO C l; BO A B PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH 01 A THE 2020 RESIDENTIAL CODE OF NEW YORK STATE P0.Box 1615 phone: (631)433-9084 Southold,New York 11971 E-Mail: ssdn654@optonline,net Kehl Design Associates,LLC o formerly D A K Associates,LLC NOTE: VERIFY ALL DIMENSIONS TO /'��//J/�/'/' `' jj?%/ ?/��//. /%?` r ':./ /� •,. UWNERSHIP 8c USE OF DOCUMENTS: INSURE FLOORS OF NEW ADDITION Dn ALINE WITH FLOORS IN EXISTING HOUSE. Verl y Ris r an Run These drawings and specifications including the wth Pi at Cr de I I I T ideas, design and arrangements represented therein, are the property of KEHL DESIGN (ALL HEADI_RS ARE TO BE ASSOCIATES, L.L.C. No part thereof shall be copied, disclosed to others or used in connection (2)lY,"X gY" LVL UNLESS I I I I ( I I ( with any work or project other than for which OTHERWISE NOTED I they have been prepared without written consent. E FY ALL DII4Ef1SONS 1'-74 15'-8%g" REV: LS OF NEW ADDITION I"H WALLS IN HOUSE. 21-7 4" 12-0 -0 i Deck I Deck I I Deck NOTE: PROVIDE FIRE BREAKS v AS PER o HE 2020 3" 3" RESIDENTIAL CODE OF — — — — — — — — — — — — — — — — TW2846 SM. TW2846 SM. TW2846 — — — — — — — — — NEW YORK STATE Covered — — — Dining Deck Room - - — - - - - _ — ..-, � I I o TW3046 AW251v AW251v Temp. TW2846 SM. TW2846 FWC6068L 3�2^ emove Existing Roof Shingles as Necessary -0 WORK NOTES: and ovide New GAF Architecturo! Root Shingles 3 cc TW2842 SK TW2842 TW2 42 Provide New Exterior Siding with — — N Master 2868 Hordl-plank or equal . o Bath k Qo Q Laundry N Master co � � NOT FO R Provide ;"x32' Azek or Equal Exterior Casing ti a Mud oo clIj 1! around all Windows end Door @ " @ Qo o Room o Bedroom a , Room Provide 2" Historic Azek or Equal Sill on All _ CONSTRUCTION 2668 N USE UNLESS Windows v = " N Powder _ � a Provide Central Ar Conditioning to Entire cZi House E o Provide Opllonal Price for New High x To be Bolted Together of , Room �� N CERTIFIED BYE Efficiency Hot Air Heating System this Location with (4)e" Bolts v 2868 PROFESSIONAL Ffl 2- Zone Basemen (Basement) with Washers. 3- Zone First Flo)r All Casing on Windows and Door to Be � Q ENGINEER Changed to 32° Beaded Casing with 0 0 1$' Back Bond. Bose Molding to be 52' Beaded Base co D N o 2x8 Ceilin- All Interior Doors to be Replaced with Great Room a — a g — — �_ cw Joists @ 16"oc. p N Masonite 18" "Logan" Doors @ N N ca ® N Hung from Rafters (See Cross Section) N Provide Price for Buried 1000 gal Propane 486° Poc• 22868 10 \\ U Tank v o, Eo ci', o E a°J, Provide Price for Whole House Generator — — x = v +�-� o M N PROJECT: U a3i Provide Price (or On Demand Hot-Water o U o U Z Z Z Heater "Novien NPE-240A o Walk-In c m 11�,V L V Provide Price for Connecting all Units to v Office Cl. � = New Propane. To Include: v s Slave Garage•o � o 1-Hohwoter on Demand Units o o Generator < Fire Pit o�'°� Q = x 1 Barbecue oc oc 1305 Pool Heater \ CI. 2x8 Ceiling Joists 0 16"oc. — — Dryer Hung from Rafters (See Cross Section) CEDAR AVENUE 3oa 068 SOUTHOLD, NY, 11971 Brick Veneer TW2842 Brick Veneer TW2842 Brick Veneer G SCTM: # 078-07-53 TW2846 3„ TW 46 3 TW2846 TW2842 3 TW 42 3 TW2842 DRAWING TITLE: SM. SM. SM. SM. I 9'-0"x 8'-0" Garoge Door 9'-0"x 8'-0" Garage Door G FIRST FLOOR PLAN NOTES: D C B A A THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 30 Vol DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE E> PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR HELD FIT. THE DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR -0" -6" '-2" 2'-1y" 2'-1Y" 7 13'-3° -4" -6Ys -11'-0" -515i6" UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE 21'-8') 33'-OY2" 24'-0° a FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE 78'-V2" CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, JANUARY 16, 2023 ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PROJECT NO: PRESCRIBED BY THIS CODE. 'THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES 1139-2023 IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM DRAWN BY: THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE ,r ,.ir•.\ TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ��Y ' '"�� BDK ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS ��`, ,• Gpv,J\ ;n` CHECKED BY: PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF REFLECTIVE FIRST FLOOR PLAN ° °"� It THIS SECTION. C COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE % � SHEET NUMBER: -0" PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT R30 AN R301.1 Scale:ALTERNATE PROVISIONS 4 WRITTEN AUTHORIZATION, ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION THE FOLLOWING `• -��• , Al ®� STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE Jce` 0, ��` K THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. � THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF ° NEW YORK STATE. DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD Departments DEC;`FEMA, etc. Verify all conditions, codes, and requirements with such �I�rDESIGN•ASSOC7ATES, ¢c FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. _ ,•�%-?". :/ill%//:$'��`� �� .;-%-; -;z- ,/ /�.,,, y..:. �// - -- .�F.. \'Fq n �'l�, i--�..C n .R•.•,Y—__- �11 LJ �* - �,; KEHL DESIGN ASSOCIATES �c residential 8, commercial design • consulting 2 3'-0" 12'-0° —23'-8Y" PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH PC.Box 1675 phone: (631�433-9084 THE 2020 RESIDENTIAL CODE OF NEW YORK STATE Southold,New York 11971 E-Mail; ssbn654@optonline,net D C B A B A 307 0 0 307 301 301 . Kehl Design_Associates,LLC®formerly D A K Associates,LLC IIOTE VERIFY ALL DIMENSIONS TO INSURE FLOORS OF NEW ADDITION OWNERSHIP & USE OF DOCUMENTS: ALINE WITH FLOORS IN EXISTING HOUSE. 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 E(2)I ARE TO:1E copied, disclosed to others or used in connection VLUL with any work or project other than for which NOTED I they have been prepared without written consent. 0 E LL DIMENSIONSF-- - - - - - - - - - - I I REV: F NEW ADDITION4LLS IN HOUSE. I I I I I I II I II NOTE: PROVIDE FIRE BREAKS II I II AS PER THE 2020 RESIDENTIAL CODE OF I I I I I @ I o NEW YORK STATE o o - -- - - - - - - - - - - - - _ - - - - - - - - - -� _J co - - - - - - - - - - - - - - ---- - - - - - - - - - - - _____----- = TI II II I I II I II II II I I II I �rL= —___ — _— _— __— —_____` _______� II II I � II II II Lv - ° I ,'-o I ,'-o° o I I ,'-o"� emove Existing Roof Sand hingles as Necessary I I V - I I I I I I I I I WORK NOTES: provide New GAF Architectural Roof Shingles I I I I I N I I I I I II II Provide New Exterior Siding with i I I I o I `v I I I I I I 2x8 Rafters @ 16"oc. 2x8 Rafters @ 16"oc. r� Hordi plank or equal I I I I o I I I I II II II � I � I II I II I Provide 4"x32' Azek or Equal Exterior Casing I I I I I I I I I I I I I 'around all Windows and Door NOT FO R 1 0" Provde 2" Historic Azek or Equal Sill on All l I I i i ii i i i i i CONSTRUCTION Windows o e I I RIDGE RIDGE RIDGE USE UNLESS Provide Central Air Conditioning to Entire I I ` I y House I I RIDGE RIDGE RIDGE I I RIDGE I I I I CERTIFIED BY A Provide Optional Price for New High I I Efficiency Hal Air Healing System I I I I 2x8 Rafters @ 16" . 2x8 Rafters @ 16"oc PROFESSIONAL 2- Zone Basement (Basement) 3- Zone First Floor I I � I I I I I I I 13 ENGINEER All Casing on Windows and Door to Be I ( I ( I I I I I o Changed to 3" Beaded Casing with I I ® I I I I I I I o 1g" Bock Band. I I o o V Base Molding to be 52' Beaded Dose All Interior Doors to be Replaced with Masonite 18" "Logan" Doors �1-0" cf Provide Price for Buried 1000 gal Propane Tank I I I I N N N 2x8 Rafters @ 16"oc. 2x8 Rollers @ 16"oc r-_ Provide Price for Whole House Generator II II PROJECT: i II Provide Price for On Demand:Hot—Wc:1erHeoter "Novien NPE-2A 2x6 Rafters @ 16"oc 2x6 Rafters @16"oc. 1'-0" I II VL - -- - - - - - - - - - - - - Provide Price for Connecting all Units to Propane. To Include: PAM 1 Stove Hotwaler on Demand Units I I ( I I I I I R �� D >� N : I Generator _ Fire Pit ��°� — — — — — — — — - - - - - — - - - - - - - - - - - - - - - - - - 1r- - - - - - - - - — II C Barbeque . o 2x8 Rafters @ 16"oc. 2x8 Rafters @ 16"oc. _ _ _ _ _ _ _ _ _ _ _ Pool Heater �\ I I I I I 1305 Dryer CEDAR AVENUE — — �L====k=---__—_ __=k=—===_=J� SOUTHOLD, NY, 11971 G SCTM: # 078-07-53 DRAWING TITLE: D G \,30B A BI A SECOND FLOOR PLAN 21'-8" 33'-Q1z 24'-0' 78'-11142" 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 SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT ROOF PLAN FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE SEAL: DAl E: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE In— r e JANUARY 16, 2023 CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, Scale:d — 'I -0 PROJECT NO: ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES 1139-2023 IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM DRAWN BY: THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE BDK TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS ;� ,' OG��G ', CHECKED BY: PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE SHEET NUMBER: R301.1.1 ALTERNATE PROVISIONS PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT n WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF =d %," AS AN ALTERNATIVE TO THE: REQUIREMENTS IN SECTION R301.1 THE FOLLOWING .�, ff IL STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE 06 THE STANDARDS,I TIONSHEREIN. ER THE DESIGN SHALL ENGINEERED DESIGN WITH IL IS USED SEDIN CONJUNCTION WITH PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE, THESE ' NEW YORK STATE. DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such KEI�DFSIGN•ASSOCIATES,uc FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. -44 10 KEHL DESIGN ASSOCIATES �c residential & commercial design s consulting J LI1 11 11 II II 1"LL ILA I I I I )\uJuL uJ LlI C�I l_I II\ I-L L I \ Lill � I I I I � I L PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH L1I I I_llu_L\ \ Ja i-L PC.Box 1675 phone: (631)433-9084 IIIIII\_\LUJA\Llu LL 11LLL1!uu\I LLLL[L I I I I I I I I1uluLlllll 1LLL uLLI THE 2020 RESIDENTIAL CODE OF NEW YORK STATE Southold,New York 11971 E Mail: SSbn654QOptonline,nef LIJJ LL! -jLLLLU LIL-n L11 l�u�Lul L L L L I1LLllLU11'_1LI JLLLILLELLI �- LLLL -� III ! Kehl Design Associates,LLC e formerly D A K Associates,LLC I L I IUI I III I i' I �I III_I IL1I I I�LI_I I� LLL � "JOTS: VERIFY ALL DIMENSIONS TO �''�///''J,///"' LL LL�� ' SE OF DOCUMENTS: 77- INSURE FLOORS OF NEW ADDITION OWNERSHIP & U u\1I ALINE NTH FLOORS IN EXISTING II L I II L I II_ LI I ILLI_\ll Lu I IP ll_I I�LI_I I\I_I I��I I\tl 1\ HOUSE. These drawings and specifications including the u1ULu 1 u�u��1J Ill 11 111 11 1 11 11 11 11 11 11 11 11 11 11111 Ill 11 11111 11 1 11 111 11 11 1 11 111 1 11 1 11 111 11 111 11 11 HII ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be _ ALL HEADERS ARE TO BE copied, disclosed to others or used in connection �I � JUL (2)13/a"X 9Yz" LUL UNLESS with any work or project other than for which �❑ =-"-JL- _ = HDl= OTHERWISE NOTED they have been prepared without written consent. ------- -- -------- ------- II f �� TW2842 � �, LTW2846 �I! - NOTE VERIFY A 0 REV: TW2842 o TW2846 TW2846 TW2846 TW2846 TW2846 E ALL DIMENSIONS - - 'a' R G D09 - - _ _ - - _ -'X8 G R GEC - _ _ _ INSURE WALLS DF NEW ADDITIOIJ LINE-UP WITH WALLS IN HOUSE. -M t: E NOTE: PROVIDE FIRE BREAKS AS PER _ THE 2020 RESIDENTIAL CODE OF NEW YORK STATE SOUTHERN ELEVATION_ SCALE: 1/4"= 1'-0" emove Existing Roof Shingles as Necessary WOIRK NOTES: and rovide New GAF Architectural Roof Shingles t lLL1LiLLLLtLI I\\ I I1LL1 L 1 \ SILL L ILL IUI III IIII 1 LL _1LU �1 W_l Provide New Exterior Siding with ILL ILL \L IUI i l ILtY 111 11I I1�J\ 1 II I L Hardi-plank or equal \, IUI I ILLI ILu�I ILL ILI t IL\ It L II II IU -L LMI III IIIIII IIII L LimI L II IIIIIII Provide a"x32"' Azek or Equal Exterior Casing NOT FOR f� around all Windows and Door I LLu_1U_u1Lll LL CONSTRUCTION uuu�Lf�_I ll J L-1l Provide 2" Historic Azek or Equal Sill on All LI L l lI I l l l l l t l l l l IIIIII t III \ LI uLLLI -I IIII IIIIII IIIII l I IIII Windows USE C N c c 1 u1L1 I I I I I I I t I I ILL I-a-ld- J LAI I I IWLRk� IIIII IIIII IIII LI S G UNLESS ll1� du iu_L�i-1 1 Ju l III 1 I L Provide Central Air Conditioning to Entire l I I IU u 1 LL I t 1 W\111u11 J1Wu1Ll ILA L 1Lu L 1 L 1 1 House CERTIFIED BY A Provide Optional Price for New High PROFESSIONAL Efficiency Hot Air Heating System. 2- Zone Basement (BasementLIE ) 3- Zone First Floor ENGINEER All Casing on Windows and Door to Be ___ Changed to 31" Beaded Casing with 112842 2868 TW2846 TW2846 TW2846 FWG6068L TW2846 TW2846 - 181" Back Band, LFL-7 42 TW2842 o - Bose Molding to be 5Z Beaded Base - - -- TW3046 Interior Doors to be Replaced with Mosonite 13" "Logan" Doors _ Provide Price for Buried 1000 gal Propane Tank Provide Price for Whole House Generator PRQJEC I: _— Provide Price for On Demand Hot-Water VL Heater "Novien NPE-240A t Ef FWG6068L Provide Price for Connecting all Units to All CW14L- CW14L CW14L CW14R CW14L ) Propane, To Include. - Stovek NL 1-Hotwater on Demand Units Generator ` I Fire Pit 0�� Barbecue 1305 Pool Heater Dryer CEDAR AVENUE SOUTHOLD, NY, 11971 SCTM: # 078-07-53 DRAWING TITLE: NORTHERN ELEVATION_ SCALE: 1/4"=1r-O" ATTIC / ROOF PLAN 7 NOT ES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL MIOSE 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 SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE SEAL: DATE: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE JANUARY 16, 2023 CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, PROJECT N0: ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE:. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES _- 1139-2023 IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM DRAWN BY: THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ,`� Crr; ..�;!', BDK ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS p� `,;� -1 CHECKED BY: PRESCRIBED BY THIS CODE: ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC, ALL FLOOR PLANS AND ELEVATIONS ARE 1 ;:a'',`i ' .'ic. ELI NUMBER:THIs SECTION. PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT R301.1,1 ALTERNATE PROVISIONS WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF `-= ` �� AS AN ALTERNATIVE TO THE REQUIREMENTS IV SECTION R301T THE FOLLOWING KEHL DESIGN ASSOCIATES ITHE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE � te' III Ci".�%4` A201 STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND � D THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE, THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. DOI3 NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such KEHLDESIGN•ASSOMTES uc FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. PROVIDE HURRICAfIE STRAPPING Ill ACCORDANCE WITH THE 2020 RESIDENTIAL COCE OF NEW YORK STATE KEHL DESIGN ASSOCIATES residential & commercial design • consulting TOTE: VERIFY ALL DIMENSIONS TO INSURE FLOORS OF NEW ADDITION ALINE WITH FLOORS IN EXISTING PO.Box 1675 phone: (631 1 433-9084 HOUSF. Southold,New York 11971 E-Mail: ssbn654aoptonline,net Kehl Design Associates,LLC o formerly D A K Associates,LLC EAEP,E TO BE L UNLESSOWNEFISHIF 8c USE uF DOCUMENTNOTED These drawings and specifications including the ideas, design and arrangements represented EUREWALTLS L DIMENSIONS erein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be NEPJ A I Ncopied, disclosed to others or used in connection LLS IN HOUSE. with any work or project other than for which they have been prepared without written consent. NOTE. PROVIDE FIRE BREAKS AS PER REV: THE 2020 RESIDENTIAL CODE OF NEW YORK STATE II I TW2846 TW2846 TW2842 TW2842 TW2842 IL Remove Existing Roof Shingles as Necessary and Provide New GAF Architectural Roof Shingles Provide New Extenor Siding with Hardi-plonk or equal a x32 Azek or" ' -qual Exterior Casing around all Windows and Door WORK NOTES: Provide Provide 2" Historic Azel: or Equal Sill on All Windows Provide Central Air Conditioning to Entire House Provide Optional Price for New High NOT FOR Efficiency Hot Air Heating System. ('� �!�` 2- Zone Basement (Basement) CONSTRUCTION 3- Zone First Floor c p,� All Casing on Windows and Door to Be USE UNLESS Changed to 3Z" Beaded Casing with WESTERN ELEVATION CERTIFIED lg' Back Bond. BY A Base Molding to be E2' Beaded Base SCALE: 1/4"= 1'-0" PROFESSIONAL All Inferior Doors to be Replaced with ENGINEER Masonite 18' "Logan" Doors Provide Price for Buried 1000 gal Propane Ton4 d Provide Price for Whole House Generator Provide Price for On Demand Hot-Wafer Heater "Novien NPE-240A R Provide Price for Connecting all Units to Propane To Include: 'PROJECT: Slave 1-Hotwater on Demand Units Generator ` Pit P Fire ��' C A Barbecue ite Iff E �- Pool Healer DryerREr" I J . ,aE-mKo' 1' 1305 CEDAR AVENUE SOUTHOLD, NY, 11971 1 � SCTM: # 078-07-53 __ 'DRAWIfVG TITLE: a TW2832 LTW2832 a TW2846 TW2846 ELEVATIONS - AS NOTED NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN (PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRIfJGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT, THE DESIGN IPROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE %SEAL: DAT E: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE JANUARY 16, 2023 CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, PROJECT N0: ROOF LOADS, FLOOD LOADS, SNOW LOADS, WINO LOADS AND SEISMIC LOADS AS EASTERN ELEVATION PRESCRIBED BY THIS CODE. "THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES 1139-2023 IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM _ '� DRAWN BY: THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE S�¢�� 0. BDK TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING SCALE: 1/4"=V-0" tk J, ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS � �� CHECKED BY: PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF © THIS SECTION. COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE !'% "�'? �' EEl NUMBER: PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT x R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE �' `` PikSTANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND ��`�" 02 —HE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. I, "'-(ESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF {(�i.�NO,' OF "W YORK STATE. UUB NUMBER:Acceptance of these drawings does not authorize the right to build without the authorization tI WCWOOD FRAMED CONSTRUCTION MANUAL ;WFCM) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such KEHbDESIGN-ASSOCIATES,SISTANDARD FOR COLD—FORMED STEEL FFAMIN — IIV MONE—AND TWO FAMILY DWELLINGS (AISI—S230) agencies prior to construction. C STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) 5, j%U/l FLIJ PROVIDE HURRICANE STRAPPING IN ACCOPDANCE WITH THE 2020 RESIDENTIAL CODE OF M=W YORK STATE KEHL DESIGN ASSOCIATES,�c residential & commercial design • consulting 1 NOTE: VERIFY ALL DIMENSIONS TO INSURE FLOORS OF NEW ADDITION P0.Box 1675 phone; (631)433-9084 ALINE WITH FLOORS HOUSE. IN EXISTING Ridge Vent 2:2x8 Ridge 2x10 Ride SOUlhold,New York 11971 E-Mall: ssbn654@0 fonline.nel Ridge Vent 9 2x8 Rafters - 16"oc. p Hurricane Strapping Hurricane Strapping Rafters @ 16"oc. GAF Architectural Roof Shingles Kehl Design Associates,LLC o formerly D A K Associates,LLC EH�AARE TO BE_UL UNLESS 2x4 Flyrafters Ice and Wafer Sheild ��'°"`�''y!C%' :�"""-a"' '�?�"'"�`""'"J"�'ia-1'-0" COX Roof Sheathing OWNEkSHIN & U5L U1- [DOCUMENTS: 2x4 Flyrofters NOTED 1x6 Azek Rake Boards ( N These drawings and specifications including the x6 Azek Rake Boards _TT 2x4 Outriggers \ I ( � ideas, design and arrangements represented therein, are the property of KEHL DESIGN ( \ ( ( T ( ASSOCIATES, LLC. No part thereof shall be \ ( ( ( copied, disclosed to others or used in connection FFEA ALL DIMEN which N F NEW' ADDITION lALLS IN HOUSE. 1x6 Azek Beaded Soffit any\\ ( \\ ( ( / / ( I� I 1x6 Azek Beaded Soffit they hhove been prepared c without twritten orconsent. 2x6 / x4 Stro gbock i NOTE: PROVIDE FIRE BREAKSHW \i ASPER � - - - A THE 2020 Hurricane Strapping _� Hurricane Strapping RESIDENTIAL CODE OF 1x6 Azek Fascia C lx6 Azek Fascia NEW YORK STATE lx6 Azek Beaded Soffit ZR-30C Insulation R-300 Insulation ( � LR-30C Insulation R-30C Insulation OC Insulation ( ( lx6 Azek Decided Soffit 2x8 Ceiling Joists @16"oc. 2x8 Ceiling Joists �163oc. (2)2x6 Top Plate R-19 Insulation Laid 2x8 Ceiling Joists @16"oc, I I R-19 Insulation Laid I ( — (2)2x4 Top Plate Hardi-Plonk Siding in Opposite Direction I I in Opposite Direction I I I'-0"i to Layer Beneath to Layer Beneath ' Exterior Sheathing New I I Dining Provide $' Fire-Rated New ( Hardi-Plank Siding Bath Provide $' Fire-Rated Type "X" Sheetrock on Grace House Wrap or Equal I I Mud Type "X" Sheetrock on Room All We'Is and Ceilings Garage I I z Exterior Sheathing Garage 0 R-21lnsulotion g 2x6 Studs 16"oc Room All Walls and Ceilings g Room � I Grace House Wrap or Equal R-21 Insulation R-15 Insulation I I I I 20 Studs 16"oc R-21 Insulation I I R-21 Insulation R-15 Insulation 4" PC. Slob with 6x6 / 10 Go. WWM. 2x6 Shoe 4" PC. Slab with 6x6 / 14 Go. WWM. - - - - - - - - - - - - - --------- — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - 2x6 ACO Sill Remove Existing Roof Shingles as Necessary 2x4 Shoe 2x8 Box Beam 2x8 Floor Joists 916'oc. —— — — — — — — — — — — — — — and R-30C Insulation Anchor Bolts R-21 Insulation 2'-0�—{ R-3DC Insulation Provide New GAF Architectural Roof Shingles "x 18" Anchor Bolts @ 32"oc. I 16"x8" Hounch J 8" PC. Foundation Under Slab o U 8" PC. foundation Provide New Exterior Siding with Hardi-plank or equal 20 Keyway Existing ICA" Footings WORK NOTES: Provide ;"x32' Azek ar Equal Exterior Casing 1K around all Windows and Door Existing 16°x8" Footings I--I Min. 3'-0' Below Final 2x4 Keyway Min. S-O" Below Final r-1 Grade Provide 2" Historic Azek or Equal Sfll on All Existing 16'A" Footings Grade Existing 16"z8" Footings Windows Min. 3'-0" Below Final F-1 Min. S-O" Below Final Provide Central Air Conditioning to Entire Grade Grade Haase NOT FOR Provide Optional Price for New High Efficiency Hot Air Heeling System. �+ �+ 2- Zone Basement (3asement) CROSS CONSTRUCTION3- zone Fi sl Floor SECTION_ A CROSS SECT'ION! B All Casing on FloorWil-d sand Door to Be USE UNLESS Changed to 3Z" Beaded Casing with v A 1 I" Back Band. SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" CERTIFIED � I /'°� Base Molding to be 5z' Beaded Base 30 1 3J01 PROFESSIONAL All Interior Doors to be Replaced with Masonile 1g' "Logan" Doors ENGINEER Provide Price for Buried 1000 got Propane Tank Provide Price for Mole House Generator Provide Price for On Demand Hot-Water Heater "Novien NPE-240A Provide Price for Connecting all Units to Propane. To Include: Ridge Vent 2x10 Ridge 2x8 Rafters - 16"oc. PROJECT: Stove 2x6 Rafters @ 16"oc. Hurricane Strapping GAF Architectural Roof Shingles 1-Hotwater on Demand Units Generator ` 2x8 Valley Nailer Ice and Water Sheild Fire Pit o�°� 2" COX Roof Sheathing t;A1 ' Barbecue ar 2x8 Ridge Pool Heater B" Goly. Bolt a Dryer C eke to b BAT1'-0"1 E 0 er il 3rageRo f 2x4 Hangers 16"oc 1305 2x6 / 2x4 Strongback Insulation Baffle CEDAR AVENUE 2x8 Ceiling Joists @16 oc. Hurr I' Stropping i Stropping SOUTHOLD, NY, 11971 1z6 Azek Fascia R-30C Insulation lx6 Azek Beaded Soffit SCTM: 078-07-53 Provide �" Fire-Rated (2)2x4 Top Plate /R-30C Insulation Type "X" Sheetrock on All Walls and Ceilings 1-0 DRAWING TITLE: Hardi-Plank Siding R-15 Insulation New 21" Exterior Sheathing Kitchen Grace House Wrap or Equal Garage PROJECTS TO COMPLY WITH CHAPTER 4 RESIDENTIAL ENERGY EFFICIENCY,AS PER THE ELEVATIONS 2x4 Studs 16"oa PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2018 INTERNATIONAL ENERGY CONSERVATION CODE(IECC) © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE R-15 Insulation PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT AS NOTED WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF SECTION R402, 2018 INTERNATIONAL ENERGY CODE(IECC) KEHL DESIGN ASSOCIATES, LLC, THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE 4" PC. Slab with 6x6 / 10 Go. WWM. 2x4 Shoe 2x6 AGO Sill PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. Anchor Bolts Projects shall comply with one of the following: 1. Section R401 through R404 2. Section R405 and the provisions of sections R401 through R404 indicated as "Mandatory" 8" PC. Foundation 3. The energy rating index (ERI) approach in Section R406 (NOTES: a Acceptance of these drawings does not authorize the right to build without the authorization THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 2x4 Keyway TABLE R402.1.2 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE Existing16"x8" Footings CLIMATE FENESTRA SIMIGHfb GLAZED CEILING WOOD MASS FLOOR eASEMENTa SLAB d CRAWL PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL Existing16"A" Footings g c Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE g Min, 3'-0" Below Final ZONE UFACTOR UfACTOR FENESTRATION RVALUE FRAME WALL WALL , R•VALUE WALL RVALUE SPACE Min. 3'-0" Below Final Grade SHGC b,e R-VALUE R-VALUE R-VALUE &DEPTH R-VALUE agencies prior to construction, DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR Grade UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT 4 E)(CEFr MARINE 0.32 0.55 0.40 49 20 OR 13+5 8/13 19 10/13 10,2n 10/13 FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE II SEAL: DATE: For SI: = 1 foot = 304.8 mm R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE a. R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, JANUARY 16, 2023 than the label or design thickness of the insulation, the installed R-value of the insulation shall not be less than the ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PROJECT NO: R-value specified in the table. b. The fenestration U-factor column excludes skylights. The SHGC column applies to oil glazed fenestration. PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES _ 1139-2023 CROSS SECTION C C. " 10/13 " means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEMS Ivi�= DRAWN BY: THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE ��- interior of the basement wall. BDK TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING Gj��,X Ct7 rG: �;f= NECKED BY: "15/19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS O �r U SCALE: 1/4"= 1'-0" interior of the basement wall. "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OFT ,nr y 301 basement wall plus R-5 continuous insulation on the interior or exterior of the home, "10/13" means R-10 continuous THIS SECTION. �7` '" �H ET NUMBER insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. d R301.1.1 ALTERNATE PROVISIONS. R-5 shall be provided under the full slab area of a heated slab in addition to the required slab edge insulation R-value for slabs, as indicated in the table. The slab edge insulation for heated slabs shall not be required to AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING extend below the slab STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND 74 A301 e. There are no SHGC requirements in the marine Zone. THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH t�t, �'� f. Basement wall insulation is not required in warm-humid locations as defined by Figure R301.1 and Table R301.1 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. UOB NUMBER: OF g, Alternatively, insulation sufficient to fill the framing cavity and providing not less than an R—value; of R-19. h. The first value is cavity insulation, the second value is continuous insulation, so "13+5" means R-13 cavity insulation 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) plus R-5 continuous insulation. 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD I. Moss walls shall be in accordance with Section R402.2.5. The second R—value applies when more than half the FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) I KEMDESIGN"ASSCIMTES,uc insulation is on the interior of the mass wall. 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) I/, LidLnit -_ » � T11, PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE KEM DESIGN ASSOCIATES roc residential & commercial design • consulting L LL DIMENSIONS TO OF NEW ADGITION ORS IN EXISTING P .Box 1675 phone: (631)433-9084 USE. Southold,New York 11971 E-Mail; ssbn654@optonline.nel Ridge Vent 2x8 Ride 2x8 Ride Kehl Design Associates,LLC"formerly D A K Associates,LLC EA ARE TO BE 9 9 Ridge Vent 9 LVLUNLESSHurricane Strapping Hurricane Strapping aOWNERSHIP & USE. OF DOCUMLNIS: E NOTED 2x4 Webs / These drawings and specifications including the 2x4 Webs i 2x4 Webs ideas, design and arrangements represented i ERFWAL ALL DIMENSIONS 2x4 Webs therein, are the property of KEHL DESIGN i Galy. Bolls ASSOCIATES, LLC. No part thereof shall be OF NEW ADDITION 2x4 Webscopied, disclosed to others or used in connection WALLS IN HOUSE. 2x6 Rafters - 16"oc. 2x4 Webs °ta 16 pC /j i 2x4 Webs R-19 Insulation with any work or project other than for which J" Goly. Bolt X A0 i they have been prepared without written consent. GAF Architectural Roof Shingles i x6 / 2x4 gback 2x6 Rafters - 16"oc. �" Galy. Bolls Insulation Baffle i GAF Architectural Roof Shingles NOTE: PROW.' FIRE BREAKS Ice and Water Sheild i Ice and Water Sheild AS PER �" CDX Raaf Sheathing � �' CDX Roof Sheathing REV: TfIC 2020 Hurricane Strapping " Goly. Bolt Hurricane Stropping �" Galy. Bolt RESIDENTIAL COD[ OF 2x6 / 2z4 Strongback 2x8 Sistered to ix6 Azek Fascia g 7_x8 Bottom Chord - 16"oc. ix6 Azek Fascia Total R-49 Insulation Total R-49 Insulation 2z8 Bottom Chord - 15"oc• Ends of Rafters NENd YORK STATE 1x6 Azek Beaded Soffit N 2x8 Sistered to Total R-49 Insulation 1x6 Azek Beaded Soffit Total R-30C Insulation Totol R-49 Insulation I I 2x6 / 2z4 Strongback R-30 Insulation Total R-49 Insulation LTotal R-49 Insulation I I Total R-49 Insulation (2)2x4 Top Plate Add 2x to Bottom of Ceiling Joists Ends of Rafters (2)2z4 To11�) p Plate g I I 2x8 Sistered to I I Nardi-Plonk Siding 30'-1" Hordi-Plank Siding Ends of Rafters Wall to be Removed " Exterior Sheathing o - " Exterior Sheathing Insulation o �• Dining " Baffle Great Room I I Addition Grace House Wrap or Equal 9 I I Grace House Wrap or Equal 2x4 Studs 16"oc Room i I Kitchen 2x4 Studs 16"oc t0 R-15Insulation I I R 15 Insulation R-15Insulation Existing Subfloor I I Great Room Ex. CDX Subfloor �" R-30C Insulation gbfl I I Provide New 2x8 Ledger Board Match Seal All Walls and Floor Area with Exisiin Subfloor UGL- DRYLOK Extreme Wolerprooler 2x4 Shoe 2x4 Shoe I g Point Remove Existing Roof Shingles as Necessary 2x8 Box Beam 2x8 Floor Joists C16 oc. 2x8 Floor Joists @16"oc. 2x8 Box Beam 2x8 Floor Joists C16"oc. 2x8 Floor Joists @16"oc. and 2zfi ACQ Sill Provide New GAF Architectural Roof Sh nnies Anchor Bolts EX. Garag@ 2x6 ACID Sill Anchor Tap Plate (� I 4-30C Insulation (2 x4 Top Plate R-30C Insulation Anchor Bolts R-30C InsulationProvide 36" Wide 4-3oc Insulation Access to ` Remove Existing Slab and Utl�l�l 1-11' -�' cMW Spam 4" PC. Slab (2)2x4 Top Plate g Provide New Exterior Siding with 8" CMU. Foundation (2)2z4 Top Plate 8" CMU. Foundation New Crowl Space Remove Soil Beneath and Hardi-plank or equal Provide Z' Fire-Rated U I RM. Dam Proofing Type "X' Sheetrack on R-15 Insulation Provide Access to 2z4's 16"oc. on Provide 36" Wide Provide New 2 PC. Slab P 9 YP I (2)2x10 ADO Plates Damp Proofing E� Access to „ �--I New Crawl Space �, �� New Crawl Space WORK NOTES: Provide ;"x32 Azek or Equal Exterior Casing 12 Rigid Insulation All Walls and Ceilings la for HVAC Ducts 12 Rigid Insulation �--� I^ 2x4 Studs i6'oc Seal All Walls and Floor Area with _ R-15 Insulation R-15 Insulation Existing 16"x8" Footings around all Windows and Door R-15 Insulation H Provide 2" Historic Azek or Equal Sill on All I UGL- ORYLOK Extreme Waterproofer Min, 3'-0" Below Final Windows 2x4 Studs 16"oc 4" CDX Subfloor Paint q" CDX Subfloor 2x4 Studs 16"oc Grade Shoe x4 P rl q" CDX Subfloor rovide Central Air Conditioning to Entire 2 I 2x4 Studs 16"oc I—I 2x4 Shae 2x4 Shoe 2x4 Shoe House 2x4 Keyway 7 7 1 2x4 Keyway NOT I-O R Provide Optional Price for New High Existing 16"x8" Footings i„ Efficiency Hof Air Healing System. Min, 3'-0" Below Final tz Rigid Foam Insulation Existing 1 "B4=4/ e Footings 2- Zone Basement (Basement) Grade 1� Rigid foam Insulation Vapor Barrier Min. 3'-0" Below Final 3- Zone First Floor Vapor Barrier Grade l " Rigid Foam Insulation CONSTRUCTION All Casing on Windows and Door to Be �� UNLESS Changed to 31' Beaded Casing with CERTIFIED BY lg' Bacx Band, Base Molding to be 521" Beaded Base PROFESSIONAL All Interior Doors to be Replaced with Mosonite 1E" "Logan" Doors ENGINEER i Provide Price for Buried 1000 gal Propane CROSS SECTION CROSS SECTION- Provide Price for Wide House Generator SCALE: 1/4"= 1"1 30 SCALE: 1/4"= 1'-0" �310 Provide Price for On Demand Hof-Water • Heater "Novien NPE-240A Provide Price for Connecting all Units to Ridge Vent 2x8 Ridge Ridge Vent 2x8 Ridge Propane To Include: Hurricane Strapping Hurricane Strapping PROJECT: Stove 1-Hotwater on Demand Units 2x4 Collar Ties 16"oc. 2x4 Collar Ties 16"aC. Generator " Galy. Bolt 2x6 Rafters - 16"oc. ' Goly, Bolt 2x6 Rollers - i6"oc. Fire Pit o�° 3. 2x4 Webs Galy. Bolt 2x4 Webs Galt' Ball 3" Galt'. Bolt �klrV L Barbecue r a y, • Pool Healer GAF Architectural Roof Shingles g Goly. Boll g GAF Architectural Roof Shingles 8 Dryer J¢ Insulation Baffle Insulation Baffle \N\ Ice and Water Sheild Ice and Water Sheild R E M DEE r," ss� CDX Roof Sheathing 7" CDX Rao(She a 7 J" Galt'. Bolt 2x4 Webs " Galt'. Bolt 2x4 Webs 305 Hurricone Strapping Hurricane Strapping 1x6 Azek Fascia 1x6 Azek Fascia _ CEDAR AVENUE 1x6 Azek Beaded Soffit 1x6 Azek Beaded Soffit L Total R-49 Insulation Bolted Splice. SOUTHOLD NY 11971 Total Ends Insulation Bolted Splice (2)2x4 Top Plate 2x8 Sisterd to Ends of Rafters(2)2x4 Top Plate Z2x8 Sistered io Ends of Rafters Hordi-Plank Siding Hordi-Plank Siding SCTM. � 07�-07-53 2' Exterior Sheathing ,^/ �" Exterior Sheathing Master Office Grace House Wrap or Equal V2" Master Hall Y 1►/I Closet Grace House Wrap or Equal �� : 2x4 Studs 16"oc Bathroom 2x4 Studs 15"oc Bedroom DRAWING TITLE: R-15 Insulation R-15 Insulation i S 2x4 Shoe 20 Shoe SECTIONS 2x8 Box Beam 2x8 Floor Joists 016"oc. 2x8 Floor Joists @16"oc. 2x8 Box Beam Sister All Floor Joist with 2x8 2x6 ACQ Sill 2x6 AGO Sill - in Area where Girder is Removed AS NOTED Anchor Bolts R-30C Insulation R-30C Insulation Anchor Bolts 4-R"' Insulation R-30C Insulation II Remove Remove (2)2x4 Top Plate I I I I Ezisiing Girder (2)2z4 Top Plate I I Existing Girder Soffit for 8" CMU Foundation Soffit for I I 8" CMU. Foundation Duct. Verify I I I I Duct. Verify ( I Y with HVAC I�Steel Column with HVAC Y" Master I I I�—Steel Colurrm Damp Proofing Contractor z Master I I Damp Proofing Rec" Room Contractor Rec. Room �; I I to be Removed 1t" Rigid Insulation � I ( to be Removed 12' Rigid Insulation Provide I" Fire-Rated I I g '" Bedroom I I ©COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC, ALL FLOOR PLANS AND ELEVATIONS ARE NOTES: R-15 Insulation Provide p Fire-Rated R-15 Insulation r Type "X" Sheetrack on Bedroom I I I I PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE Type "X" Sheetrack on I I All Walls and Ceilings I I I I WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE 4" CDX Subfloor i i I I 4" CDX Subloor All Walls and Ceilings I I PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL 2x2z4tShoel6"oa I I I I KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE FIELD, CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE 2x4 Studs 16"oa I I I I PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR 2x4 Shoe UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT 2x4 Keyway — 2x4 Keyway FORMIALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Existing 16"x8" Footings Existing 16"x8" Footings R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE Min, 3'-1 Below Final 12" Rigid Foam Insulation Min. 3'-0" Below Final 1�" Rigid Foom Insulation SEAL: UAI E: Grade Vapor Borrier Grade Vapor Barrier R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE JANUARY 16, 2023 CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, PROJECT NO: ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES 1139-2023 IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM DRAWN BY: THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE `wV 'tv, y '\ TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING �u S y�v� J. G'0" � ? BDK CROSS SECTION C CROSS SECTION ® ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS fin, >,w^ ,; CHECKED BY: PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF -" E THIS SECTION. SHEET NUMBER: SCALE: 1/4"= 1'-0" 3O SCALE: 1/4"= 1'-0" 30 R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING l c �� Q� �,.` 302 STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND ,- ti THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. DOB NUMBER: OF 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD f�IIIrDFSIGN•ASSOCIATES uc FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) r 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) GENERAL NOTES: Al SAFETY NRESIDENTIAL RENOVATION & CONSTRUCTION General Notes:CONTRACTOR N 0 T , E S 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 RESIDENTIAL Wood: CODE OFLV ___. ' / ' ,�. �r -- - _ ,_n -•GCS ----- 1 GENERAL NOTE,. # g � # NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. � � � .. . All studs to be SPF 2 or better, and all other structural wood to be Douglas Fir Larch 2 or better. 2. FIRE SAFETY: 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. 1 • ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 RESIDENTIAL A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A KEHL DESIGN ASSOCIATES LLC CODE OF NEW YORK, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE 3. Nailing schedule shall be in accordance with the specified code.. + B. LOCKED AREA. residential & commercial design a consulting 2. 4. Pre-manufactured trusses. 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 o. All trusses shall be "shaped" as shown on architectural cross sections. ALL FLAMM ABLE MABLE MATERIALS TO BE KEPT TIGHTLY BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Box1675 phone: (6311 433-9084 3• 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 5. Erect and brace trusses in accordance to truss plate institute recommendations. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCTTON OF ANY PART OF THE WORK E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. 4. SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 6. Plywood sheathing. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. -__-__ KehIDesignAssociates,LLC0formerlyDAKAssociates,LLC a. All plywood shall be al accordance with the American Plywood Association (APA) specifications. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & USE OF DOCUMENTS: THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER, b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports S' THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED corporation or equal. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY 7• All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. therein, are the property of KEHL DESIGN OR DURING THE EXECUTION OF THE WORK. ASSOCIATES, LLC. No part thereof shall be 6 co 8. Design values: 3. DUST CONTROL: pied, disclosed to others or used in connection a. Framing Lumber: DF (north) No with any work or project other than for which THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: . 2 or better A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. they have been prepared without written consent. PLUMBING, ELECTRICALS, ETC. E = 1,600,000 PSI 7. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Fb - 825 PSI C. HEAVY DROP CLOTHS.THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. REV: OCTOBER 26, 2024 8. 9. Design values: DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE BASEMENT LAYOUT AND STAIRS OFF OF REAR DECK ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN a. Laminated Veneer Lumber (LVL): ACCUMULATION. THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1,900,000 PSI 9• Fv = 285 PSI THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fb = 2600 PSI 4. NOISE AFTER HOURS: KEHL DESIGN ASSOCIATES, LLC. NOTE 10. DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY,ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING, B. EXCEPT LEGAL HOLIDAYS. 1 1 . THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD 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 HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER.12. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR COSTS AND PROBLEMS 13. RESOLUTION. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS 6 SPECIAL SAFETY NOTES ALSO IMPLIES THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 14. DOCUMENT NOTES 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 THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, 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 TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: SOLUTION. ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. 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 TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. ROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER I ICE SHIELD ALL STRUCTURES TO CONFORM WITH THE 2020 RESIDENTIAL CODE 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION NOT FOR SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE OF NEW YORK STATE SECTION R301.2.1.2 PROTECTION OF OPENINGS. LOAD SPEED m h CATEGORY WEATHERING DEPTH IN ACCORDANCE WITH CHAPTER 3, SECTION R314 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY CONSTRUCTION 25 Ibs/sqft 130 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C R301.2.1.2 PROTECTION OF OPENINGS. EXTERIOR GLAZING IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. GLAZED NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF CHAPTER 3 OF THE 2020 USE UNLESS OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1996 AND RESIDENTIAL CODE OF NEW YORK STATE TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, ASTME E1886 AS MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET CERTIFIED BY A EXCEPTION: DESIGN CRITERIA (IN POUNDS PER SQUARE FOOT) THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. - NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3 SECTION R303 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE PROFESSIONAL RIPTIVE DESIGN OCCUPANCY OR USE LIVE FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. PRESC 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS LOADS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 10 3/16 INCH (11mm) AND A SPAN OF NOT MORE THAN 8 FEET (2438mm) - UNINHABITABLE ATTICS WITHOUT STORACEb SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3, SECTION 310 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE ENGINEER USES(s) AND OCCUPANCY CLASSIFICATION(s) OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO RESIST THE USE OCCUPANCY UNINHABITABLE ATTICS WITH LIMITED STORAGE b'g 20 COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.2(2) OR ASCE-7, WITH THE PERMANENT CORRISION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY k IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET (13,728mm) OR LESS EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED. FOR -ACH CASE. RESIDENTIAL R-3 (SINGLE FAMILY) HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED V,,it IS 180 MPH (290kps) OR LESS. TYPE OF CONSTRUCTION (CHAPTER 6) BALCONIES (EXTERIOR) AND DECKS (e) 40 TABLE R301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD NAILING NOTES: STRUCTUAL PANELS a,b,c,d ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 6, TABLE R602.3(1) OF THE 2020 TYPE GROUP FIRE ESCAPES 40 RESIDENTIAL CODE OF NEW YORK STATE. FASTENER SPACING (INCHES) R301 DESIGN CRITERIA V B GUARDS AND HANDRAILS 200h FASTENER TYPE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL f S 4 FEET SPAN S 6 FEET SPANS 8 FEET R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, HEIGHT AND FIRE AREA GUARD IN-FILL COMPONENTS Soh INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED No. s wooD SCREW- BY THIS CODE, THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE HEIGHT FIRE AREA PASSENGER VEHICLE GARAGES° BASED ANCHOR WITH 50a 2 16 1a a INCH EMBEDMENT LENGTH SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES HEIGHT. BUILDING. ROOMS OTHER THAN SLEEPING ROOMS 40 ASO. 1oED ANCHOR SCREW-OR WITH 2 16 12 9 CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. PROJECT: THE VERTICAL DISTANCE FROM GRADE BASED PLANE TO THE AVERAGE HEIGHT OF UNLIMITED AREA SLEEPING ROOMS INCH EMBEDMENT LENGTH 3 STORY Ya INCH DIAMETER LAGSCREW- R301.1,1 ALTERNATE PROVISIONS THE HIGHEST ROOF SURFACE 30 AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE = 13'-9" AS PER CHAPTER 5 OF THE 2020 BUILDING CODE OF NEWYORK AS PER TABLE 506.2 BASED ANCHOR WITH 2 16 16 16 STAIRS 40c INCH EMBEDMENT LENGTH LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH Al R STATE' THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. C P' WILEY"r 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 1. AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) FOR SI: a. This table is based on 180 mph ultimate design wind speeds Veit and a 45-foot mean roof height. IR' E S I Ou"' E N A LO*;k E TOTAL HEIGHT FROM RIDGE TO GRADE 18'-1 1 POUND PER SQUARE FOOT = 0.0479 kFa, 1 SQUARE INCH = 645 min? 1 POUND = 4.45 N, - b. Fasteners shall be installed at opposing ends of the wood structural panel. 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD �I�O APPLIED OVER A 20-SQUARE-INCH AREA. Fasteners shall be located a minimum of 1 inch from the edge of the panel. 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) 1305 LUMBER SPECIES AND GRADE b. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT c. Anchors shall penetrate through the exterior wall covering with on embedment length of 2 inches minimum into �+ CEDAR AVENUE BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE the building frame. Fasteners shall be located o minimum of 2Y inches from the edge of concrete block or concrete. , NY, 11971 ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF d. Where panel are attached to masonry or masonry stucco, they shall be attached using vibration resistent anchors NOTE: ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 4, SOUTHOLD ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, having a minimum ultimate withdrawal capacity of 1,500 pounds. =RIAL CCA NC PINE #2 AND BETTER OR GREATER, WITHIN THE PLANE OF THE TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED "FOUNDATIONS" OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE SCTM. # 078-07-53 ALL EXT. DECK FRAMING MATE TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS.c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD 2018 International Energy Conservation bade (IECC) DRAWING TITLE:OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES,WHICHEVER PRODUCES THE GREATEST STRESSES. PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2020 RESIDENTIAL CODES d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. SECTION R50J ALTERATIONS OF NEW YORK STATE. GENERAL NOTES AREAS OF STRUCTURE e. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. R503.1 General NEW CRAWL SPACE NA (� _ f. GUARD IN-FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL Alterations t0 any building or Structure Shall Comply With the requirements of this Section C503 and (he code of the new construction. Alterations shall PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY NEW FINISHED BASEMENT 110 sq.ft. ` L� U FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF be such that the existing building Or structure IS not less Conforming t0 the provisions Of this Code than the existing building or structure was prior to CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (2020 ECCCNYS), BASED 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED EX. BASEMENT 446 sq.ft. TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. the alteration. Alterations to an existing building, building System Or portion thereof Shall Conform to the provisions of this code as those provisions ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE AND NOTES: EX. FIRST FLOOR 1358 sq.ft. NOV II THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE NEW FIRST FLOOR 594 sq.ft. _ 7 202 €.': 9• UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN relates t0 new COnStrUCtlOn without requiring the unaltered portions Of the existing building Or I)Ulding System t0 Comply with this Code. Alterations Stall ASHRAE 90.1-2016 DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS WILL BE EX. FINISHED BASEMENT 981 sq.ft. = THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR not create an unsafe or hazardous condition or overload existing g y building systems. PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN NOTE: THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT LOFT DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR NEW BALCONY NA n r THE PLANE OF THE TRUSS ' EXCEPTIONS: The following alterations need not comply with the requirements for new construction, provided that the energy use of the building is not TO BE IN ACCORDANCE WITH TABLE R602.3(1) FASTENING SCHEDULE OF THE 2020 RESIDENTIAL FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. NA THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS ATTIC (HOUSE)(a) NA BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: increased: CODE OF NEW YORK ATTIC (HOUSE)(b) NA 1. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH 1. Storm windows Installed over existing fenestration. SEAL: DATE: JANUARY 16, 2023 NEW GARAGE ADDITION 520 sq.ft. BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS 2. Surfaced applied WIndOW film Installed On EXIStIng Single pone fenestration Q } PROJECT NO- BONUS(GARAGE)(a) NA NOT LESS THAN 30 INCHES 201 U In lernatlCna Ener Conservation Code ECC BONUS ROOM NA assemblies reducing solar heat gain, provided that the code does not Energy COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED 1139-2023 SCREENED PORCHES NA 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. require the glazing Or fenestration to be replaced. SECTION R502 ADDITIONS �/� -�� DRAWN BY: UNDER FEDERAL COPYRIGHT LAW. Cit EX. DECK NA 3. Existing ceiling, wall or floor cavities exposed during construction provided `�- y BDK EX. DECK TO BE REMOVED 1110 sq.ft. 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD 9 9� P g p PLANS MAY NOT BE REPRODUCED WITHOUT �- n\ MEMBER DEPTH. �a a' CVAz` '� CHECKED BY: NEW DECK 538 sq.ft. that these cavities are filled with insulation. WRITTEN AUTHORIZATION. C .- 02.1.1 Prescri tive compliance Additions sh all COVERED NEW DECK 85 sq.ft. THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE 4. construction where the existing roof, wall Or floor cavity Is not exposed. p ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF r.,.> . COVERED FRONT ENTRANCE 20 sq.ft. DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS KEHL DESIGN ASSOCIATES, LLC. �, i � NUMBER: THAN 10 POUNDS PER SQUARE FOOT. 5. Roof recovered. Comply With Sections R502.1 .1 through R502.1 .1.4 THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE COVERED ENTRANCE NA POOL HOUSE CABANA NA h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A 6. Air barriers Shall not be required and roof replacement PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN r ACCESSORY STRUCTURE NA SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE where the alterations Or renovations to the building do not Include PROOF OF PURCHASE. <<��051 GCgr�'�' CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE g IN-FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT SEE PAGE A-301 FOR THE PROJECTS TO COMPLY WITH 1;,.;r alterations, renovations or repairs to the remainder of the building envelope. Acceptance of these drawings does not authorize the right to build without (a) WITHOUT STORAGE ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVEE ONE LOAD. CHAPTER 4 RESIDENTIAL ENERGY EFFICIENCY, AS PER THE thic authorization of local governing agencies, such as Suffolk County Dept. DOB NUMBER: OF (b) WITH STORAGE PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to 2018 INTERNATONAL ENERGY CONSERVATION CODE (LEI construction. © KEHL-DESIGN-ASSOCIATES, LLC OF 1/2 SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION ;/' r%% USE A MINIMUM OF ALLOWABLE LOADS 2 LOAD TWO 8d NAILS THIS M T S 2 0 L T S 2 0 SIDE OF CEILING JOIST / th ltI �- /� ' COUG—FIR LARCH S0. PINE UPLIFT SIDE OF TRUSS, PROVIDE (1) HGAIOKT ON (133/160) r/ FASTENERS ® ° �� - __ ✓/ LATERAL o 0 0 /�/�.' �r,`�,,-.,. .- 1 �_ - MODEL GA UPLIFT UPLIFT CODE / WITH TOTAL FOUR 8dx1 8d NAILS AND ON SIDE OF RAFTER 7--.��"� N0. TO AVG REF. RAFTERS/ TO TO ULT. NAILS INTO TRUSS ° TRUSS PLATES STUDS (133) (160) F F2 (133& / I f 160) - SIMPSON J��{{ { LLC NOTE: REFER TO SIMPSON WOOD CONSTRUCTION TAKE—UP WASHER `HL DESIGN ASSOCIA 1 LS LLC H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND -'' PROPER INSTALLATION PROCEDURES j residential & commercial design a consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) ° ART `x12 ° o P0,Box 1675 DIMENSIONS TWO , phone: (6311 433-9084 (TOTAL) AVG LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAIL o ° Southold,New York 11971 E-Mail: ssbn654@optonline.net MODEL GA 2 INTO ° °° o NO. MAX. CLEAR ULT. LFTA LFTA REF. PLATES o m 0° WIDTHSPAN L OTY DIA 1 " 2" 2�" 3" 3k„ 1 4" 2" 2J„ 3" 31" o o EIGHT S P 4 8d NAIL Kehl Design Associates,LLC o formerly D A K Associates,LLC 1205 1400 5, 44, 85 INTO -- - LFTA 16 24" 17" 38 "16-tOd — 4200 STUD ,' OWNERSHIP & USE OF DOCUMENTS: UALLOWABLE UPLIFT LOADS 0 FIR LARCH / so. PINE FASTENER °° S2 ALLOWABLE These drawings and specifications including the MODEL L LSTA21 AVG 1od 10d x 11" CODE NO. ULT. REF. LFTA ° ° ideas, design and arrangements represented therein, are the property of KEHL DESIGN 1od 1od x 14 (133 / 160) (133) (160) °° ASSOCIATES, LLC. No part thereof shall be o Simpson Strong-Tie copied, disclosed to others or used in connection MTS16 16 14-10d 14-10d x 17' 3116 1000 840 1000 3, 41, 128 °° °° HGA10 with any work or project other than for which MTS20 20 14-10d 14-10d x 11" 3116 1000 840 1000 3, 41, 128 q °° Il ll they have been prepared without written consent. DETAIL K AR T�`x12 1'.: 0 0 5„ REV: OCTOBER 26, 2024 Lsrzo 20 12-10d 12-10d x 1}" 2383 775 720 720 3, 41 GNW—LER NUT DETAIL 11E1, °° STU 8 - BASEMENT LAYOUT AND STAIRS OFF OF REAR DECK DOUG—FIR—LARCH COUP Equal number Of o° �SIMPSON TYPE OF DIRECTION SO. PINE CODE specif ied nails In o° MODEL CONNEC- OF LOAD ALLOWABLE LOADS REF. N D CON FLOOR ROOF (133/ WASHER TION (100) (125) 160 each end Simpson Strong-Tie G 515 645 670 I • CS16 ART5'X12 LTP4 5 J 515 645 670 6, 39, 97 DETAIL "H" H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOLDOWN HOLDOWN ARTJ`x12 STUD DEFLECTION DEFLECTION CODE MODEL AVG LENGTH OF BOLT 2.3 AT HIGHEST AT HIGHEST REF. MACHINE N0. BASE BODY 4 ANCHOR BOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE o GA GA HB SB W H B SO CL DIA"e DESIGN LOAD DESIGN °® CITY DIA 14" 2" 2�" 3" 31" 5}" LOAD WHEN RAISED OFF o H PLATE ° 0 HD2A 16 12 4{" 21" 1 2J" 8" 1 2> " " 11 g' 2 12150 1555 2055 2565 2775 2775 2760 0.058 1 0,077 2, 43, 82 ° 0 0 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS NO. W L STUD PLATE ULT.AVG DF / SP CODE (133) (160) REF. SP4 3 71" 6-10d x 1}" 2917 735 885 7, 40, 127 0 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE NO. GA W L NAILS FLOOR (133) (160) REF. oo WORK NOI ES: 1 LSTA21 20 14" 21 1 —1 905 1 1205 1 1295 7, 40, 90 1 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE NO. GA W L NAILS FLOOR (133) (160) REF. Simpson Strong-Tie STU 5 - 100 8 MSTA24 18 1 " 24 —1 d 1025 1370 1640 7, 40, 90 LUS46 SIMPSON MODEL TOTAL ALLOWABLE TENSION LOADS NAIL CODE FASTENERS N T F R L NO. END SPACING REF. HD2A TAKE-UP WASHER (LENGTH L GA CUT LENGTH (TOTAL) (100) (133 / 160)2 oa. CONSTRUCTION OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie CS16 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 2�" 7 40 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE H6 DIMENSIONS FASTENERS NOTED. FAILURE TO COMPLY WITH ALL NOTES USE UNLESS ON. D U -FI AR H IN ALLOWABLE A DETAIL "Ft' CERTIFIED BY A MODEL ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION NO. GA W H B HEADERS JOISTS AVG UPLIFT FLOOR 100 SNOW 115) ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES CN W- 1od 16d ULT. (133)(160) 10d 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 31%" 4J" 2 4-16d 4-16d 6076 1140 1160 1000 — 1150 1250 7, 40, 127 DETAIL COUPLER NUT PROFESSIONAL HU5210-2 14 3g' 9 2 8-16d 8-16d 6076 17" 2105 1650 1900 2065 1, 36, 84, 122 ARTJ-xt2 STU 5 FASTENERS UPLIFT DOUG—FIR LARCH/SO PINE ALLO ALE ATERAL LOADS CODE SIMPSON ENGINEER MODEL AVG UPLIFT (133/160) REF. N0. GA ULT. TO RAFTERS TO PLATES TO STUDS (133) (160) F F2 160 TAKE-UP WA H ER - HGA10KT 14 4—SDS}"x1J' 4—SDSJ"x3" 1523 435 435 1165 940 USE A MINIMUM OF S P 4 TWO 8d NAILS THIS SIDE OF TRUSS. CNW— TOTAL FOUR �. m /COUPLER NUT S P 4 PROJECT: 8d NAILS SE A MINIMUM OF !/ Ed AILS INTO TRUSS SIDE OFFTRUSS,THIS , MTS16 o STU '- LSTA21 SIMPSON 8" ANCHOR BOLTS SIMPSOMTS16 TAKE-UP Strong-Tie TOTAL FOUR , �' ' m • HD2A °°°°° TAKE—UP WASHER LSTA21 INTO NAILSEd ATRUSS H U S 210-2 C PAW L E Y 4 R E S I u% E [Al C E TWO o FI 8 AIL ° TO °I PLATES 1305EIGHT ° ° °�a TWO ° �T 801 NAIL 8d NAIL o INTO INTO ° " „ AVENUE STUD Sir,pson Strong-Tie PLATES °p° CEDAR DETAIL A o H7 EIGHT SOUTHOLD, NY, 11971 IN NAIL ® DETAIL I'D" DETAIL "G" DETAIL ?fill STUD Simpson Strong-Tie m "' Simpson Strong-Tie SCTM: # 078-07-53 LFTA 0. LFTA ROD SYSTEM DETAIL 1111 LFTA DRAWING TITLE: Ridge Strapping NOTE: DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS LSTA30 ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE SIMPSON WINDLOAD BP ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 °° 1'-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. CHARTS & CALCULATIONS ° °° V-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. V-0" DEEP POOL x 8' DIA. = 42.25 cu.ft, per vertical ft. / STRONG-TIE DETAILS V-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. 1 st FLOOR 3' IITHROUGH ROOF 3' THROUGH ROOF 1st FLOOR ROOF / ROOF DRAINAGE 2" 3•' 2.. 3' 3•• ROOF AREA = 2754 sq/ft CALCULATIONS AND MASTER PLUMBING RISER DIAGRAM LTP4 10TCHEN 2.. LAUNDRY POWDER 2„ BATHROOM U = A X R x C z" ROOM ROOM 2' 2 2 A = 2754 sq/ft I 3' ' LTP4 2 ,st FLOOR R = 2" RAINFALL = .17 ft ° , LTP4 FLOOR C = COEFF. - 1.0 C.O, 2,. 2,. 3, 2" 2.. 3• NOTES: 3' V = 2754 x 1 x .166667 = 459 C.F. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DETAIL "C'► 3 3 3 3' 2.. 3•• DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE Simpson Strong-Tie 3 FOUNDATION WALL PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL L T P 4 DETAIL "B" Floor-t o-Floor Connections 3 BATHROOM BATHROOM MASTER GUEST 459 / 42.25 VERTICAL FT. / FT = 10.9 U.F. DESIGN PROFFOESSIONADL DASSUMIONS AND BE EES NO LIABILITYLEY FOR OMMRESPONSIBLE DUEE FOR UNKNOWN FIT. THE OROR Ridge Strapping LTP4 2 2 3 2 USE (4) 8 DIA. POOL 4-O DEEP = 16 V.F. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT •• •• •• '• .. .. Detail c.o ABOVE GRADE 6 OR FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Simpson Strong-Tie G o' 2' 4' EM Floor-to-Floor Connections FLOOR 3 2 AFLOORT 459 / 22.3 VERTICAL FT. / FT = 20.6 V.F. SEAL: DATE: 3 4" TO SCWA APPROVED USE (4) 6' DIA, POOL 6' DEEP = 24 U.F. JANUARY 16, 2023 3•' 3 3 `� ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY SEWERAGE SYSTEM — p 'r , PROJECT NO: EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. PLUMBING RISER DIAGRAM (NTS) POOLS TO BE PLACED ON OPPOSITE SIDE OF �P3 Coi y0� 1139-2023 ,� ? DRAWN BY: NO SUBSTITUTI❑NS HOUSE AND/OR LEADERS TO BE PIPED TO BDK g p POOLS 1 2 OF THE ROOF TO DRAIN TO EACH HECKED BY: All framin hardware shown on these fans, ( / unless otherwise indicated, is Simpson Strong-Tie, R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE POOL, MAINTAIN MIN, OF 20 FEET FROM SEPTIC No substitutions are approved or (authorized, �� SHEEi NUMBER: Due to the relationships of framing hardware to LOADS AND301.1 LICATION SEISMIC LOADSIASS AND STRUCTURES, AND PARTS THEREOF SHALL BE PRESCRBED BY THIS CODE THE CONSTRUCTION OF TOE BUILDINGS ANSTRUCTED O SAFELY SUPPORT ALL LOADS,ND STRUCTURES IN ACCORDANCE WITHINCLUDING THEDEAD PROVI PROVISIONS OF LIVE TH LOADS,CODEROOF SHALLLOADS, RESULTL N SYSTEM DST�T PROVIDES WIND A SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). %�`*)1- FAA ��J the other components of the structure, any framing COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES hardware substitutions will render these plans CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA G2 null and void, and will result in the installer/contractor WHERE TRAFFIC IS TO BE PRESENT. assuming responsibility for the design and R301.1.1 ALTERNATE PROVISIONS performance of the entire system. AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS DOB NUMBER: OF USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. IF A MULTIPLE POOL SYSTEM IS USED AROUND THE HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) BE DIVERTED TO EACH POOL. o KEHL•DESIGN•ASSOCIATES, LLC 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) :5 PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK, STATE �W LU Area to install i4 x52 LVL J._; tll'I on Each Side of Floor Joists, 4" Below the Top of the Floor VERIFY ALL DIMENSIONS TO KEHL DESIGN ASSOCIATES LLIC Joist, on Each Side. Supply INSURE FLOORS OF NEW ADDITION New 4" DryGuard OSB Sturd-I-floor ALINE WITH FLOORS IN EXISTING residential & commercial design o consulting Between floor Joists HOUSE, PC.Box 1675 phone: (631)433-9084 (2)13/"X 9Y" LVL UNLESS ESS ALL HEADERS ARE BE Southold,New York 11971 E-Mail: ssbn654@optonline.net OTHERWISE NOTED DETAIL FSHOWER Kehl Design Associates.LLC o formerly D A K Associates,LLC 6 OWNERSHIP & USE OF DOCUMENTS: FLOOR 0 N FIRST FLOOR 6x6 ACQ Post attached to NOTE: VERIFY ALL DIMENSIONS Pier using a Simpson 6x6 Min. 3'-0" Below Final Grade Post Base Anchor INSURE WALLS OF NEW ADDITION These drawings and specifications includingthe with s Conc. filled Sono Tube LINE-UP WITH WALLS IN HOUSE. ideas, design and arrangements represented Piers with (Anc Stirrup and therein, are the property of KEHL DESIGN s x18" Anchor Bolts ASSOCIATES, LLC. No part thereof shall be NOTE: PROVIDE FIRE BREAKS copied, disclosed to others or used in connection 6x6 ACQ Post attached to 6x6 ACQ Post attached to 6x6 ACQ Post attached to 6x6 ACQ Post attached is " AS PER with any work or project other than for which Pier using a Simpson 6x6 Pier using a Simpson 6x6 Pier using a Simpson 6x6 I tYsf Pier using a Simpson 6x6 (--2-11 7-OY6 16'-8/s they have been prepared without written consent. Post Base Anchor Posl Base Anchor Post Base Anchor I Post Bose Anchor II 6x6 ACQ Post attached to THE 2020 '-10� '-10�' '-10� '-11Ys" Pier using a Simpson 6x6 RESIDENTIAL CODE OF Post Base Anchor NEW YORK STATE 28" Big Foot Footings 28" Big Foot Footings 28" Big Foot Footings 28" Big Foot Footings 28' Big Foot Footings REV: OCTOBER 26, 2024 Min. 3'-0" Below Final Grade Min. 3'-0" Below Final Grade Min. 3'-0" Below Final Grade Min. 3'-0" Below Final Grade Min. 3'-0" Below Final Grade BASEMENT LAYOUT AND STAIRS OFF OF REAR DECK with 10" Conc. filled Sona Tube with 10' Conc. filled Sona Tube with 10' Conc. filled Sona Tube with 10" Conc, filled Sono Tube with 10" Conc. filled Sans Tube Piers with (1)#5 Stirrup and Piers with (1)#5 Stirrup and Piers with (1)#5 Stirrup and Piers with (1)#5 Stirrup and Piers with (1)#5 Stirrup and 8"x18" Anchor Bolts $"x18" Anchor Bolts 8"x18" Anchor Bolts 8"x18" Anchor Bolts 8"x18" Anchor Bolts 78'- 3'-0" 12-0" 6x6 ACQ Post attached to 23 Pier using a Simpson 6x6 -Ssg -5%. 3-838 2'-5� 10'- 11'-7� Post Base Anchor I ,'-6" -7" 16'-7," New New I — — — — — — — — —�— -I - - - - - - - - - - - - - - - - - - - - - - - - Garage Mud I " o r - - - - - - - - - - - � Room V - -- - - - —A L 28' Big foot Footings Newel-"x 7"LVL Floor Joists @ 16 Min. 3-0" Below Final Grade Min. 3'4' Below Final Grade a a oc_(Kitchen Floor Joists) Existing Window Existing Window Existing Window Existing Window � „ t I I 6x6 ACQ Post attached to __ ___ __ _ _ _ _ __ _ _ with IC" Conc. filled Sono Tube with 12" Conc. filled Sons Tube Location & Size Location & Size Location & Size Locatio & Size I I " � Pier using a Simpson 6x6 � (2)2x6 Top Plate New Crawl Space See Pan A102. See Pace A102. See Pa A102. See Pa A102. I Piers with (1) 5 Stirrup and Post Base Anchor Piers with (1)#5 Stirrup and o 2x6 Stud Woll Install New 2x4 ACQ °� o WORK N01 ES: Sleepers @ 16"oc. on ® 8x18 Anchor Bolts _I 8"x18" Anchor Bolts - - - - - - - - - - - - -,- - - - - - - - � � — - - — „�- - - - - - - - -- - - -- -.� - - - - � I N the floor over Rubber y I I I (4)2z6ACQSiIIPlates Membrane Vapor _ —— — — — — — — — — — — — — — — — — — — — — — — — — J g Sorrier with 12° Blue o I Min. 4" Poured Concrete Slab 4" PC. Slab - - — — — — — — — — — — — — — — I I Provide New 8" Concrete Wall on 16"x 8' Footing, cz Dow Board between `1 I I Min. 3'-0" Below final Grade on Vapor Barrier with 10 Go. Provide New 8" Concrete Wall on 16"x 8" Footin _ M Slee ers, covered with 6x6 WWM. I I Area to install 13"z51" LVL � � p Min 3'-0" Below final Grade ` 4 3" CDX Subfloor. I I #5 Reber Pins on Each Side of Floor Joists, a" Below the Top of the Floor I - -�`-- -- - - - - - - - - - - -- - - �� - - - - - �9'-8=� NOT FOR N N o Install New 2x4 ACQ N Joist, on Each Side, Supply N •o 0 0 6 Install New 2x4 ACQ D Sleepers @ i6"oc. on o o New 4" DryGuard OSB Sturd-I-Floor o a S o .3 t Sleepers @ 16"oc. on I — —— — — — — — — — — — — — — — — — — — - — — I CONSTRUCTION 2 Between floor Joists 2 s '3 3 0_1 the floor over Rubber I 23'-OY" I USE UNLESS the floor over Rubber z z N z N o yo SJ'o J o •� o N zo v .o 3 I N Membrane Vapor J _ F s Membrane Vapor — — — —— — — — as I I o Barrier with iZ" Blue - x x< g 2 L s o N o o N s Barrier with 11" Blue r — — — I 2 _ _ CERTIFIED BYA - 2 r 2 Dow Board between Dow Board between e ^w �w Q _ Q Sleepers, covered with —-� I o I I PROFESSIONAL w o I I Sleepers, covered with o 0 0 o a °� N - 4" CDX Subfloor. Z Install New a CDX Subfloor. Remove Existing Install New Stairs and Fill-in I New 4" L " C. Column on Column on Floor System I I I I ENGINEER 24"x24'x12" Remove Girder at Remove Column — "' 'Steel Column has been Removed 24"x24"x12 (- — —"� — nstoll New 3�" Steel Column Conc. Ftg. Stair Location Conc. Ftg. I �\�\ %�\g\6 elocate Steel Column — — — — — — — 16" Wide z 8' Thick Monolithic Concrete Haunch1 Wide z 8' Thick Monolithic Concrete Hounch Wall Under Girder I— 7 F —I — _ + Sister Girder with 14"z 74 LVL_ I � Existing fist ng (3)2x8 Girder I Remove Chimney — — — — — — — — — — \ — — — — — — — — — — -1 ( L J w t and thru bolt as per Manf. Specs L L L J I Provide New Steel Column I Access to I Min. 4" Poured Concrete Slab Min. 4" Poured Concrete Slab ew us, 7r er New Crawl I on Vapor Barrier with 10 Go. on Vapor Barrier with 10 Go. 1" -0" -9y" 3'-5Y2' 7'-9Y" 2'- " '-10%, I Space i I 6x6 WWM. 6x6 WWM. I I 8 Provide Install New 2x4 ACQ o Install New 2x4 ACQ o Install New 2x4 ACQ o Access For I I I o '-3" '-3' I � PROJECT: o L z Sleepers @ 16"oc. on Sleepers @ 16"oc. on o _ _ n Sleepers @ 16"oc. on D HVAC Supply o I o I o 0 n the floor over Rubber 3 .N the floor over Rubber v 3 N 3 _ 3 N 3 o .N the floor over Rubber I ( & Return I I I o o @ N Membrane Vapor a o Membrane Vapor Membrane Vapor I I I I o N N y o g New 2 l z91„ LVL Girder N ( I I m GAINLE— , Barrier with 12 Blue Barrier with 1� Blue _ o Barrier with 12 IL Ar Blue o I I O a I I o Dow Board between o L Dow Board between N o J o Dow Board between — N I I I o - 3 Sleepers, covered with Q o Sleepers, covered with o J `� Sleepers, covered with w J a �„ o - x U, -7 rn 3, 0 8"x16" Conc. I I 3 CDX Subfloor. Q CDX Subfloor. 3 s CDX Subfloor. N ¢ ^ N " Q " Block Pier Z "�P O Q m m f Filled Solid5-64 D E 14 C E N " I x REO"' Steel Column to be Removed Steel Column to be Removed c �- I Provide Access to �4 Ater All Girder Removal Conditions After All Girder Removal Conditions New Crawl Space I I °3 Z �4 q " I are Met. are Met. — � 3'-0"—�--3'-0� I z I I N I � 1305 - - - - - - - �- - - - - - - - - - Remove Existing GI der After Floor Joists are I Paint Floor and Foundation Walls $isiered up and Fir t FI>or Ceiling Joists oreL — _--I L — J I _ __ __ _ — — —— __ __ " in Old Garage with UGLY Drylok I I I ° CEDAR AVENUE II Hun From Rafters as Noted. p" Min. 4' Poured Concrete Slab Min. 4" Poured Concrete Slob 9 Remove Existing oncre e §'- Remove Existing Girder After floor Joists are g I I on Vapor Barrier with 10 Ga. an Vapor Barrier with 10 Ga. I SOUTHOLD NY 11971 IZ 2) Dig out Area to 22" below the top of the Foundation I ( > Sistered up and First Floor Ceiling Joists are I 6x6 WWM. 6x6 W�V'P,1. I 3) Pour new Concrete Slab Min. 2" thick I ( — —Hung From Rafters as Noted.— I 4) Install New Anchor Bolts 32"oc. I Provide — — — 5 Reber Pins L — — — — — — — — — — — — — — # — — — I 5) Install New 2x6 ACQ Sill I I Access to I I I I SCTM: # 078-07-53 ( New Crawl I o o I 6) Provide New 14"x74" LVL Floor Joists @ 16"oc. I Space 7) Provide Access to Crawl Space for Utilities and Air Circulation �, I I p I I i I DRAWING TITLE: - — — — — — — — — — — — — — — — — — — ck — — — — — — Bli kVeneer Brick Veneer Brick Veneer I 8) Provide R-19 Insulation in Crawl Space x II I 3s� I I —9) Provide 83_Cancrete Wall on 16"z 8" Footing — —— — — — J L — -J — - - - - - - - - - - - - - #5 Reber Pins ^#5 Reber Pins- ° ° L — - - — o I Provide Masonry opening for Provide Masonry opening for I EXISTING FOUNDATION Provide 8" Concrete all on 16"x 8" Footing, I I 9'-0'x 8'-0" Garage Door 9'-O'z 8'-0" Garage Door Min. 3'-0" Blow final Grade — — —�6" Wide M.0_ — —— — — —— — 9'-6'Wide M.O. — — — —— J V 8" Thick Conc. Footing I — - -- I © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PLAN / HVAC — — — — — — — — — — — Min 3'-0" Below Final Grade — — — I— — — — — " PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT DUCT LOCATION - - - - - --- - - - - - - - - - - - - - - - - - - - WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Monolithic Poured Reinforced Concrete Apron 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. Provide New 8" Concrete Wall on 16"x 8" Footing, NOTES: Min, 3'-0" Below final Grade THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE Acceptance of these drawings does not authorize the right to build without the authorization DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE l fs of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL 20'-3Y -7" 14'-3r2 -11" -7Y" -6Ys" 11'-0° -5�s" Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE 4'- 24'-0' agencies prior to construction. DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. ' 78- R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE S EAL: DATE: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE JANUARY 16, 2023 CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, PROJECT NO: ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES �\a-0 P;i 1139-2023 IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM c NXa J. C", DRAWN BY: E M E N T FLOOR PLAN THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE b ,s � BDK EXISTING BAS TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING � ,�,� ��'� � �� CHECKED BY: ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS r- "'+;% .'„• r ,i PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF Scale:4" = 1'-0 1 1 THIS SECTION. ` f ` SHEET NUMBER: .� R301.1.1 ALTERNATE PROVISIONS EXISTING AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301,1 THE FOLLOWING Al 01 STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW NEW YORK STATE. DOB NUMBER: OF 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) TO BE REMOVED 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) KEHL-DESIGN-ASSOCIATES, LLc 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) e -i//�. %i,:../i. ,//ir :.%❑/.i ail r. . Ell 7 _ ta 78'-8y" z 43'-0" 12'-0" 23'-V2 KEHL DESIGN ASSOCIATES LLc residential & commercial design a consulting '-534 3'-8 8 2'-5V 8'-it" -734' 8-0" PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE PO.Box 1675 phone: (631I 433-9084 Southold,New York 11971 E-Mail: ssbn6540ooptonline.net NOTE VERIFY ALL DIMENSIONS TOKehl Design Associates,LLC o formerly D A K Associates,I_ILC ( I I INSURE FLOORS OF NEW ADDITION ALINE WITH FLOORS IN EXISTING OWNERSHIP & USE OF DOCUMENTS: I I I I I HOUSE. These drawings and specifications including the ( I I ( I ideas, design and arrangements represented therein, are the property of KEHL DESIGN 1_7a4^ ALL HEADERS ARE TO BE ASSOCIATES, LLC. No part thereof shall be 7� (2)IY,'X 9Y' LVL UNLESS copied, disclosed to others or used in connection 1' 0" '-10 a" 2'-9 '-6% '-10� -11Y6" 1'-0" OTHERWISE NOTED with any work or project other than for which they have been prepared without written consent. I I I o I NOTE: VERIFY ALL DIMENSIONS �3) x12 ACQ Girde 31 x12 ACID Girdle 3 x12 ACQ Girdle 3 x12 ACQ irde REV: OCTOBER 26, 2024 — — — I INSURE WALLS OF NEW ADDITION BASEMENT LAYOUT AND STAIRS OFF OF REAR DECK LINE-UP WITH WALLS IN HOUSE. U O O U O O O O IcD cD -O cD c.0 CO cD NOTE: PROVIDE FIRE BREAKS N N N N AS PER CD o o I THE 2020 J o 0 0 0 0 o RESIDENTIAL CODE OF 3 CD o o New Window o o I NEW YORK STATE a a I �; a Size Location a Q 0 o Q o 0 0 0 N N I N N CV N I N •� ;, 4L J_L Ll I � I 8 z I - � Q o ( 0 —3.-QY 12'-2" New Window New Window New Windowo, Remove Existing Roof Shingles as Necessary Size as Location Slze & Location Size & Location o o and WORK NOTES: 6068 Slider CX4L X14 Fill-in 3"� CX1 CX L rovide New GAF Architectural Roof Shingles Window � I �Tkij - Provide New Exterior Siding with !J:j Hardi-plank or equal FFT CI. o 5° I„ 2a'- L-3'-2" 11'-5" 7'-3"� \ Provide a x32 Azek or Equal Exterior Casing � around all Windows and Door NOT F O R Provide 2" Historic Azek or Equal Sill on All Bedroom Windows q CONSTRUCTION — Family Room " Provide Central Air Conditioning to Entire USE UNLESS Bedroom House �' - Min. 4" Poured Concrete Slab Min. 4" Poured Concrete Slab CERTIFIED BY A N i i on Vapor Barrier with 10 Go. on Vapor Barrier with 10 Ga. Provide Optional Price for New High 2668 6x6 WWM. 6x6 WWM. Efficiency Hot Air Heating(Basement) System. PROFESSIONAL 2- Zane Basement Basement CI N 3- Zone First Floor -10� 16'-9Y" 3'-6" 1'_11Y" ` AICho°ged l0 3'n B ad d Ca009 to Be ENGINEER � �� l" 2668 16 Wide x 8" Thick Monolithic Concrete Haunch 1g Back Band. — � Base Moldin to be 5 Beaded Base HVAC Sof`ii HVAC Soffit HVAC Soffit v� C1. Cl All Interior Doors to be Replaced with 16'-6" j t— I �1-1-1 \ Mosonite 1 ' "Lo on" Doors 2868 2068— 2868 °� 9 o G=— o i Provide Price for Buried 1000 gal Propane 18-10" HVAC Ductwork Tank - HVAC Soffit Hall HVAC Soffit Hall HVAC Soffit 23-OY" Provide Price for Whole House Generator - -2'-7" 22'-4" PROJECT: �6�' __ Provide PricHeate or On Demand Hot-water -� � Guest UtilityCAWLEY Z N // — — — o Provide Price for Connecting all Units to N Master 37 Bath 2 Room� Master SioPene. To Include: x '" Crawl 1-Hotwater on Demand Units ERIC DEROCE U Bedroom 2-8" -10" 3 -7Y" — 5'-4" Generator - '"' ES1 po" Im Bath ❑ otwoter Space Min. 4" Poured Concrete Slab Min. 4" Poured Concrete Slab eater on Vapor Barrier with 10 Go. on Vapor Barrier with 10 Go. Bareque Fire Pit o� p Pool Heater `� Cl. 6x6 WWM. 6x6 WWM 1305 Dryer ar o Cl. 0 � CEDAR AVENUE 3Y„ 3 " SOUTHOLD, NY, 11971 Min. 2" Poured Concrete Slab SCTM: # 078-07-53 on Vapor Barrier �8'fi4'-2Y --t.I of Wall DRAWING TITLE: 0 o Above 0 8, o o CD rco o160 $ � " o NEW FOUNDATION PLAN / o 1UUUuluuPuIUUUUPLJ1 Provide Masonry opening for Provide Masonry opening for a I LD 00 0000 0000 00 0 0000 9'-0"x 8'-0" Garage Door 9'-o"x 8'-0" Garage Door DECK FOOTING / FRAMING 9'-6" Wide M.O. — 9'-6" wide M.O. — — — © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PLAN AND NEW BASEMENT PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT FLOOR PLAN WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Monolithic Poured Reinforced Concrete Apron 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. NOTES: Acceptance of these drawings does not authorize the right to build without the authorization THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE is " of local governing agencies, such as Suffolk Count Dept. of Health Services, Town Building DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE 20-3 6-7" 14- -11" '-7Y" -6Y,6" 11-0" -5/6 9 9 9 y P 9 PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE 4'-W2° 24'-0" agencies prior to construction. DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE S EAL: DATE: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE JANUARY 16, 2023 CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, PROJECT NO: ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES _ 1139-2023 IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM �y, DRAWN BY: THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE ��F' TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING 'p�`CV 3' C BDK D�,j�7% 4OnKED ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS � u PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. �,HEE1 NUMBER: EXISTING R301.1.1 ALTERNATE PROVISIONS BASEMENT FLOOR PLAN AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R3 THE FOLLOWING ��n 051 Al 02 NEW STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OFF THE THIS CODE AND ��-, �❑�G THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH E$SI��1A`-� AND HVAC DUCT LOCATION TO BE REMOVED THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. DOB NUMBER: OF 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) Scale: 1" = 1r—Or' 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD 4 FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) KEHL-DESIGN-ASSOCIATES, Luc 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) KEHL DESIGN ASSOCIATES LLC residential & commercial design a consulting PROV)E HURRICANE STRAPPING IN ACCORDANCE WITH THC 2020 RESIDENTIAL CODE OF NE'N YORK STATE ROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH PC.Box 1615 phone: (631�433-9084 THE 2020 RESIDENTIAL CODE OF NEW YORK STATE Southold,New York 11971 E-Mail; ssbn654@optonline.net Kehl Design Associates,LLC o formerly D A K Associates,LLC NOTE: VERIFY ALL DIMENSICNS TO NOTE: VERIFY ALL DIMENSIONS TO T INSURE FLOORS OF NEW ADDITION INSURE FLOORS OF NEW ADDITION OWNERSHIP & USE OF DOCUMENTS: FLOORS IN EXISTING ALINE WITH FLOORS IN EXISTING ALINE WITH HOUSE. These drawings and specifications including the HOUSE. ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be ALL HEADERS ARE TO BE ALL HEADERS ARE TO BE copied, disclosed to others or used in connection (2)lY,"X 9%" LVL UNLESS (2)1%4"X 9%" LVL UNLESS y project OTHCRWSE NOTED OTHERWISE NOTED with an work or pro ect other than for which the have been prepared without written consent. D C B A B A NOTE VERIFY ALL DIMENSIONS NOTE:30 ,. 0 1 1 NOTE: VERIFY ALL DIMENSIONS INSURE WALLS OF NEW ADDITION REV: ENT LAYOUT AND STAIRS OFF OF REAR DECK R 26, 2024 : DI INSURE WALLS OF NEW ADDITION BASEMENT L LINE-UP WITH WALLS IN HOUSE. LINE-UP WITH WALLS IN HOUSE. NOTE: PROVIDE FIRE BREAKS NOTE: PROVIDE FIRE BREAKS AS PER AS PER THE 2020 THE 2020 RESIDENTIAL CODE Of RESIDENTIAL CODE OF NEW YORK STATE NEW YORK STATE Dining Room I, Remove Existing Roof Shingles as Necessary I i iRemove Existing Roof Shingles as Necessary WORK NOTES: and ( � and Provide New GAF Architectural Roof Shingles ( ( ( ( ( � rovide New GAF Architectural Roof Shingles IJ ------------ Provide New Exterior Siding with i i J i I 2868 _ _ - ------ - - - Provide New Exterior Siding with Hardl-plank or equal — — Hordi-plank or equal �+ � L- - - - - _- -_-J � — I � o( , \ New Provide 4"x32" Azek or Equal Exterior Casing Master r Master � I New o, Mud Room \\ Provide a"x3 ' Azek or Equal Exterior Casing NOT FOR [ around all Windows and Door ( CD� \� Laundry III around all Windows and Door (� I __ __ __ ___ Addition _ _ CONSTRUCTION E ide 2" Historic Azekor Equal Sill on All Bedroom IIBath y Stair _-"__- Provide 2" Historic Azek or Equal Sill on All Windows ( ( Room Windows C — ( Location ( e Powder Provide Central Air Conditioning to Entire Provide Central Air Conditioning to Entire USE UNLESS Haase — —, ( ( House Price to CERTIFIED BY A _ _ _ _ _ _ - m Provide Optional Price for New High Provide Optional r New High _ _ — — _ _ _ — — — — — — �/ P 9 Efficiency Hot Air Heating System. Efficiency Hot Air Heating System. PROFESS IONAL t- Zone Basement (Basement) �- — — �_ — — — — 2- Zone Basement (Basement) 11'1�- Zone First Floor — — — — ( �� 3- Zone First Floor All Casing on Windows and Door to Be �� _J J/ 9 ENGINEER Alt Casing on Windows and Door to Be Changed to 31" Beaded Casing with -- —-— — — — — — — — — 7 — — — // Changed to 32° Beaded Casing with 11" Back Band. �- — —— — — // 18° Back Band. Base Molding to be 52" Beaded Base ( rr——�� Base Molding to be 52' Beaded Base JI All Interior Doors to be Replaced with All Interior Doors to be Reploc:d with G�� Great Room � I I p Masonite 1 "Logan" Doors Masonite 18" °Logan" Dcas �uL — _ — — ___ 9 l E vide Price for Buried 1000 gal Propane I Provide Price for Buried 1000 gal Propane Tank — ( Tank L� Provide Price for W ce o hole House Generator P Provide Price for Whole H GeneratorR ro de ce o o e HouseOJ LCT. III Garage to be ( � Provide Price for On Demand Hot-Woter Provide Price for O Demand Hot-Water Walk-In I I Converted Heater Novien NPE-240A Heater "Novi C " en NPE-24@A C/OkWLEY all Units to I Provide Price for Connecting all Units to Provide Price for Connecting Office Cl. ( into Kitchen New Propane. To Include: — — — Stove Propane. To Include: Stove — — J ( 1-Hotwoter on Demand Units — — — — -1 ( Area Garage 1-Hotwater on Demand Units I D E '[111001 C E Generator Addition or - Fire Pit �� \ / I I Fire Ode Barbecue r === ( Barbecue �r 1305 Pool Heater `� ( ( Pool Hooter Dryer J� ' Dryer � CEDAR AVENUE - - 8 I SOUTHOLD, NY, 11971 New Addition SCTM: # 078-07-53 - 1 DRAWING TITLE: - ---- -_- --- - NEW FOUNDATION PLAN / DECK FOOTING / FRAMING G, PLAN AND NEW BASEMENT FLOOR PLAN NOTES: D C B A B A THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 3u J02 0201 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 SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS, R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE SEAL: DATE: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE JANUARY 16, 2023 CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, PROJECT NO: ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS i'—�� 1139-2023 PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES X�-�j p; ., IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM EXISTING FIRST FLOOR DEMO AND ADDITION PLAN �� DRAWN BY: THAT PROVIDES A COMPLETE- LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE � O�``� J. CGb, ` BDK TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING 1if _ 11 `' w Scale:- - 1 -0 , `t, �' J CHECKED BY: ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS 4 PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF EXISTING THIS SECTION. © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE a L "' ` SHLLI NUMBLR: PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT R301.1.1 ALTERNATE PROVISIONS WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF AS AN ALTERNATIVE TO THE: REQUIREMENTS IN SECTION R301.1 THE FOLLOWING THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE Al 0 3 STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND NEW KEHL DESIGN ASSOCIATES, LLD. �z rx THE LIMITATIONS HEREIN. WHERE ENGINEERED EESIGN IS USED IN CONJUNCTION WITH PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF r TO BE REMOVED NEW YORK STATE. L — — — — — — — J DOB NUME3ER: OF Acceptance of these drawings does not authorize the right to build without the authorization 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such KEHL-DESIGN-ASSOCIATES, Lr FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) agencies prior to construction. 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) of/::.,/_ KEHL DESIGN ASSOCIATES LLc residential & commercial design o consulting PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH 43'-0" 12'-0" 23'-8Y° PO.Box 1675 phone: (631)433-9084 THE 2020 RESIDENTIAL CODE OF NEW YORK STATE -a° 3'-W '-5Y" -6' 3-812 Southold,New York 11971 E-Mail: ssbn6540aoptonline.net Kehl Design Associates,LLC o formerly D A K Associates,LLC NOTE: VERIFY ALL DIITNSIGNS TO INSURE FLOORS OF NEW ADDITION 15' 9" OWNERSHIP & USE OF DOCUMENTS: ALINE WITH FLOORS IN EXISTING n These drawings and specifications including the HOUSE. Vert y Ris�r an Run M g p g ideas, design and arrangements represented wth Fir al Gr de I I I I therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be ALL HEADERS ARE TO BE I I I I I copied, disclosed to others or used in connection (2)13/"X 9%" LVL UNLESS I I I ( I I with any work or project other than for which OTHERWISE NOTED I they have been prepared without written consent, REV: OCTOBER 26, 2024 ENRE 'IFY ALL DIMENSIONS 1'-73/" I 15'-8%6" LLS OF NEW ADDITION a I I " BASEMENT LAYOUT AND STAIRS OFF OF REAR DECK TH WALLS IN HOUSE. 21'-7/ 12'-0 -O° Deck I Deck I I Deck NOTE PROVIDE FIRE BREAKS I AS PER THE 2020 0 3" 3° TW2846 SM. TW2846 SM, TW2846 RESIDENTIAL CODE OF NEW YORK STATE Deck 0 � N o Dining 'rt: — — — — — — — — — Roomz � '-0" 3'-6j'" 0 TW3046 AW251v AW251v Temp, TW2846 SM. TW2846 FWG6068L i - - ==__ _ -- - _ - - I I i 31/" - 3%" 3Y" Remove Existing Ract Shingles as Necessary 13'-7 T-7' 3'-2° 18'- 11'-5" WORK NOTES: and J Provide New GAF Architectural Roof Shingles DN 3" _ TW2842 SM TW2842 TW2842— Master 2868 - -- - —— Provide New Exterior Siding with — — C - — Nardi-plank or equal /! j Bath Mud L Provide a"x3 ' Azek or Equal Exterior Casing Master 2'-10" �' T-OY" M T-1" 1 14 -10"aundry NOT FOR around all Windows and Door z o m Provide 2" Historic Azek or Equal Sill on All Bedroom ROoI I I=-__ Room CONSTRUCTION Windows 2668— Provide Central Air Conditioning to Entire o PoWde USE UNLESS "°aJe El M ERooCERTIFIED BY A (C DDNm Provide Optional Price for New High 3' 2° `�`' � � // PROFESSIONAL Efficiency Hot Air Heating System. " =4868 2- Zone Basement (Basement) 3— Zone First Floor ENGINEER All Casing on Windows and Door to Be Changed l0 32' Beaded Casing with — — 20'-6" 3'-0" -0" 2' 1" 23'-5" • o N In ie" Back Band. l 13'-7� +--- Base Molding to be 512° Beaded Base I Fill-in N co _-- I Existing All Interior Doors to be Replaced with Great Room Window Mosonite 13" "Logan" Doors a p - Provide Price for Buried 1000 gal Propane - -- 4868 Poc. U Tank }, 0 Provide Price far Wnole House Generator — — it'-4 j I o PROJECT: � 1 I Provide Price for On Demand Hot-Water I 1 Heoier "tlovien NPE-240A Walk-InCAPS b Q L New N Provide Price for Connecting all Units to o Office 0 2'-3� 3� o � Propane, To Include: �_ r Garage Stove o gE S E N C E 1-Holwafer on Demand Units h•� Generator ` 4" 28'-62 Fire Pit o�°� 2 3r Barbeque 4` ICI os 1700 PoolID Dryer Heater �� Bench N Dryer J�� N PLUM ISLAND LANE 3068 " ORIENT, NY, 11957 Brick Veneer TW2842 Brick Veneer TW2842 Brick Veneer _6" SCTM: # 015-06-08 — — — — — — — — — PY4 -- DRAWING TITLE: —I M — �o TW2846 TW 46 S SM SM TW2846 TW2842 TW 42 TW2842 L� SM I I I 9'-0"x 8'-0" Garage Door 9'-0"x 8'-0" Garage Door FIRST FLOOR PLAN -0" 9'-6° �'-2" 2'-tY 12'-tY" 7'-3" 13'-3" °'-4" -6y6" 11'-0" 6'-51%6" 21'-8' 33'-0 24'-0" NOTES THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 78'-8 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 SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE SEAL: DATE: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE JUNE 12, 2021 CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, PROJECT NO: ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS ,-- PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES 'tE OF P.t 1 103-2021 IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM ��P' °;'y\ DRAWN BY: q. THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE OTC, J. co, .) BDK TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING * x f�'t ��y'� CHECKED BY: ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF FIRST FLOOR PLAN u THIS SECTION. (D COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC, ALL FLOOR PLANS AND ELEVATIONS ARE SHEET NUMBER: Scale:ill — 1'-01 1 PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT R301.1.1 ALTERNATE PROVISIONS 4 — WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF v' 051Al O`Y AS AN ALTERDS NATIPERMIVE TO DE REQUIR M ONTS THE NL MECTIOONSR001TATIF THE HE FOLLOWINGS CODE KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE �'fSSIOaaP�'�C^ THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. DOB NUMBER: OF NEW Acceptance of these drawings does not authorize the right to build without the authorization 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD OEM= TO BE REMOVED Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such KEHL-DESIGN-ASSOCIATES, LLC FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) agencies prior to construction. 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) KEHL DESIGN ASSOCIATES LLC residential & commercial design o consulting PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH 43'-0' 12'-0" 23'- THE 2020 RESIDENTIAL CODE OF NEW YORK STATE PC.Box 1675 phone: (631)433-9084 1l'-6" -4Y° 3'-4� -7%s° -4;" -s a -o° -a" 3'-Qr2 '-5Y '-6" 3'-8>z" Southold,New York 11971 E Mail: ssbn654Coptonline.net NOTE: VERIFY ALL DIMENSIONS TO —__ — Kehl Design Associates,LLC o formerly D A K Associates,LLC INSURE FLOORS OF NEW ADDITION OWNERSHIP & USE OF DOCUMENTS: ALINE WITH FLOORS IN EXISTING n HOUSE. Van y Ris r on I Run These drawings and specifications including the win Fi al Gr de I I I ideas, design and arrangements represented therein, are the property of KEHL DESIGN EAERS ARE TO BE I I I I I ASSOCIATES, LLC. No part thereof shall be %" LUL UNLESScopied, disclosed to others or used in connection WISE NOTED with any work or project other than for which they have been prepared without written consent, ELINE "Y ALL DIMENSIONS -734" v BASEMOENTO LAYOUT AND STAIRS OFF OF REAR DECK LS OF NEW ADDITIO"! 15'-8/6H WALLS IN HOUSE. I I I 21 1/" I 12'i 0" I 0" I I I I Deck I Deck I Deck I NOTE: PROVIDE FIRE BREAKS AS PER 0 THE 2020 3" 3" RESIDENTIAL CODE OF — — — — — — — — — — — — — — — — TW2846SM. TW2846_ SM. TW2846 NEW YORK STATE I i Deck o I � Dining Room TW3046 AW251u AW251v Temp. TW2846 SM. _TW2846 FWG6068L Remove Existing Fact Shingles as Necessary -0° —3'- WORK NOTES: and Provide New GAF Architectural Roof Shingles PN 3° N 7 ( / Master TW2842 SM TW2842 TW2842____' 9 co ._—... --_Provide New Exterior Siding with i 2868 _ — — N Hordi-plank or equal 1, Bath cl Provide a"z3Z' Az or Equal Exterior Casing Master ° Mud `\ Laundry NOT FOR around all Windows and Door © c� o � @' Q N\` Bedroom o z N o Room N o Room Provide 2 Historic Azek or Equal Sill on All N oo �Windows CONSTRUCTION ® v �' Tor' •� @' Provide Central Air Conditioning to Entire ' � � 'o � �� °� Powder USE UNLESS "case E Room o CERTIFIED BYA Provide Optional once for New High � To be Bolted Together at � �' �� E� Efficiency Hot Air Healing System this Location with (4)3" Bolts `V 2868 2- Zone Basement (Basement) with Washers. PROFESSIONAL 3- Zone Firsf Floor All Casing on Windows and Door to Be ENGINEER N N Q Q Q Changed to 31' Beaded Casing with 181° Back Bond. Bose Molding to be 52° Beaded Base � N All Interior Doors to be Replaced with Masonife 1J" "Logon" Doors 1 N Great Room _ Provide Price for Buried 1000 0l Pro one ��-a._ N N Ire 9 P 4868 F'nc. __�868 Tank o f= 2 ov Provide Price for Whole House Generator U o o _ co o PROJECT: Provide Price for On Demand Hot-Water a o Z z Z N Heater "Plovien NPE-240A @ Walk-In o U � U N � � -.-� N N � c.i � �� o v I Provide Price for Connecting all Units to Office Cl. CAWLEY "�� New Propane To InciLde @ o U � Slave � Garage 1-Hotwater on Demand Units o o NE S I "L)" E N LC& E Generator - = Fire Pit Barbecue �r N �0 Pool Heater e`� Cl. 1305 Dryer N CEDAR AVENUE — — - SOUTHOLD NY 11971 Brick Veneer TW2842 Brick Veneer TW2842 Brick Veneer i SCTM: # 078-07-53 TW2846 3" TW 46 3' TW2846 TW2842 3" TW 342 3° TW2842 DRAWING TITLE: SM. SM. SK SM. N I I I I 9'-0"x 8'-0" Garage Door 9'-0"x 8'-0" Garage Door FIRST FLOOR PLAN -0" 9'-6" --6'-2° 2'-1Y 2'-1Y" 7'-3" 1S-3" 8'-4" -6Ys" 11'-0" ' -----6'-51YI, 33'-0,1�2' 24'-0" NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 78-8 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 SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT R301 DESIGN CRITERIA AS PERTHE 2020 RESIDENTIAL CODES OF NEW YORK STATE FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE SEAL: DATE: CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, . JANUARY 16, 2023 ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PROJECT NO: PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES 1139-2023 IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM PEE/`^y, DRAWN BY: THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE S�` J. CO y� BDK TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING �� , ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES REQUIREMENTS AS FIRST FLOOR PLAN '`^ " �o CHECKED BY: PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES LLC. ALL FLOOR PLANS AND ELEVATIONS ARE - f -' ''` ' { �- ,.-' �' SHEET NUMBER: �" _ " PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT -� R30AN ALTERNATE PROVISIONS Scale; 4 1 -0 WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF0516 AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING � c ^� Al 05 STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND EXISTING KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE 'r'� �� THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. �u;0 � THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. NEW Acceptance of these drawings does not authorize the right to build without the authorization DOB NUMBER: OF 1) AWC WOOD FRAMED CONSTRUCTION MANUAL ('JVFCM) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building FOR ONE—AND TWO FAMILY ED DWELLINGS (AISI—S230) 2) AISI STANDARD FOR COLD STEEL FRAMING — PRESCRIPTIVE METHOD TO BE REMOVED Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such KEHL-DESIGN-ASSOCIATES, u.c ' 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. r `r KEHL DESIGN ASSOCIATES LLC 18' 2 residential & commercial design o conSUIting - 3'-0" 12'-0" 23'-V PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE PO.BOX1675 phone: I631�433-9084 Southold,New York 11971 E-Mail: ssbn654@optonline.net D B A B A O Or O U1 Ol Kehl Design Associates,LLC o formerly D A K Associates,LLC 'JDTE: VERIFY ALL DIMENSIONS TO C INSURE FLOORS OF NEW ADDITION OWNERSHIP & USE OF DOCUMENTS: ALINE WITH FLOORS If] EXISTING These drawings and specifications including the HOUSE. ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof sholl be ALL HEADERS ARE TO BE copied, disclosed to others or used in connection (2)1�/"X 9%" LVL UNLESS with any work or project other than for which OTHERWISE NOTED they have been prepared without written consent. 0 NOTE: VERIFY ALL DIMENSIOrJS — - REV: OCTOBER 26, 2024 -- - - - - - - - - - - -1— =—� — INSURE WALLS OF IJEW ADDITION LIME-UP WITH WALLS IN HOUSE. I I I I I I BASEMENT LAYOUT AND STAIRS OFF OF REAR DECK II I II NOTE: PROVIDE FIRE BREAKS AS PER THE 2020 RESIDENTIAL CODE OF NEW YORK STATE o I I a — — - - - - - - - - - -- --7�-- - - - - - - -- -- - -- -- -- - - - - - - - - — r— - - - - - - - - -�— —FI Ir -- - - - - - - - - - - - - -- - - -- - - - - -- -1F - - - - - - - - - - - - - -I — I II I II li ii I � II I I II II I I II o o I i � —_= _— _— __— —____ - ______- II II emove Exisling Roof Shingles as Necessary I I o I I I `� I I I I I I WORKNO I ES: and ovide New GAF Archilecturol Raof Shingles I I I I OfCf N Provide New Exlerio' Siding with I I I I I I I I I I I 2x8 Rafters @ 16"oc. 26 Rafters @ 16"oc. Hordi-plank or equal I I I I i I w I I I i N d Provide 4"x3l" Azek or Equal Exterior Casing I I I i i i I i i I NOT F O R around all Windows and Door Provide 2" Historic Azek or Equal Sill on All o I I I I I I I I I I I o CONSTRUCTION Window<.� I RIDGE RIDGE RIDGE I I II I ) II I I I I USE UNLESS Provide Central Air Ganditianing to Entire N i I I I I i I I I CERTIFIED BY A House I RIDGE RIDGE RIDGE II RIDGE I I II Provide Optional Price for New High Efficiency Hat Air Heating System. I I I I I I I 2x8 Rafters @ 16" 2x8 Rafters @ 16"oc. r� I I PROFESSIONAL 2- Zone Basement (Basement) 3— zone First Floor i I � I I I I I I I ENGINEER All Casing on Window, and Door to Be I I I I I I I I o Changed to 321" Beaded Casing with 1g'" Back Band. I I I I I I I I I Bose Molding to be 52" Beaded Base I I D Q All Interior Doors to be Replaced with I I N v 11,43sonile I' "Logan" � Doors 1-0� _� � � I II II Provide Price for Buried 1000 gal Propane I I I 9 n I N N N . I Tank I I I I I I i 2x8 Rafters @ 16"oc. 2x8 Rafters @ 16"oc. Provide Price for Whole House Generotor I I I I I I I I I PROJECT: II II I II II Provide Price for On Demand Hof-Water Heater "Navien IJPE-240A I I I I I � I I I ll 2x6 Rafters @ 16"oc. 2x6 Rafters @ 16"oc. I I I1'-0" CAWLEY Provide Price for Connecting all Units to LL—_______ ___ ___________= JL - - - - - Propane, To Include- Stove StoveKro' E 00"ll 0` E N C E 1-Hotwoter on Demand Units °� I I � I I Generator V Fire Pit � - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - I I II C II �� - -- - - — — - - - - - - - - - - - - - - - - - - - - - - - - - - — — 2x8 Rafters @16"oc. 2x8 Rafters@16'oc. r� 1 1305 Barbeque �r Pool Heater Dryer I I I I I CEDAR AVENUE — — — — LL—=---k——______-- -- - - - - - - -- -- - - - J� SOUTHOLD, NY, 11971 o - - - - - -o- - - - - - - - F Cl SCTM: # 078-07-53 DRAWING TITLE: ° 30 0 0 301 30l SECOND FLOOR PLAN 21'-8" 33'-OT2 24'-0' 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 SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE ROOF PLAN SEAL: DATE: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE JANUARY 16, 2023 CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, Scale;4° -0" PROJECT NO: ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS �_____� PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES 1139-2023 IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM S�F �}fr DRAWN BY: THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE �p\�� U' CO Cp BDK TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING :a , r`o� CHECKED BY: ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS r'i A'7• PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE " SHEET NUMBER: PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT R301.1.1 ALTERNATE PROVISIONS WRITTEN AUTHORIZATION ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF 05 / �+ Al 06 THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING . ,o c \cS KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE F� STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. \S'IOtI�� THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 2) AISI STANDARD FOR COLD--FORMED STEEL FRAMING — PRESCRIPTIVE METHOD Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such KEHL-DESIGN-ASSOCIATES, uc FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) agencies prior to construction. 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) Ul III KEHL DESIGN ASSOCIATES LLC residential & commercial design o consulting PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH PC,Box1675 phone: (6311 433-9084 THE 2020 RESIDENTIAL CODE OF NEW YORK STATE Southold,New York 11971 E-Mail: ssbn654@optonline.net Kehl Design Associates,LLC o formerly D A K Associates,LLC NOTE: VERIFY ALL DIMENSIONS TO INSURE FLOORS OF NEW ADDITION OWNERSHIP & USE OF DOCUMENTS: ALINE WITH FLOORS IN EXISTING These drawings and specifications including the _ HOUSE. ideas, design and arrangements represented II U I_ therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be ALL HEADERS ARE TO BE copied, disclosed to others or used in connection (2)13/'X 9%" LVL UNLESS with any work or project other than for which they have been prepared without written consent. OTHERWISE NOTED I 1 III � I (� REV: OCTOBER 26, 2024 NOTE: VERIFY ALL DIMENSIONS BASEMENT LAYOUT AND STAIRS OFF OF REAR DECK 1 INSURE WALLS OF NEW ADDITION LINE-UP WITH WALLS IN HOUSE. I I AS PER __ H F THE 2020 E117 RESIDENTIAL CODE OF - - — _ NEW YORK STATE II l � TW2842 TW2842 J �II,, l o TW2846 TW2846 TW2846 TW2846 TW2846 TW2846 X8' G R G D00 _ _9'X8 G RAGE-DC 0 -- - - -- - - --- — - -- _�L Remove Existing Roof Shingles as Necessary WORK NOTES: SOUTHERN ELEVATION and Provide New GAF Architectural Roof Shingles SCALE: 1/4"= 1'-0" Provide New Exterior Siding with Hardi—plank or equal Provide 5' ' Azek or Equal Exterior Casing NOT F O R around all Windows and Door Provide 2" Historic Azek or Equal Sill on All CONSTRUCTION Windows USE UNLESS Provide Central Air Conditioning to Entire House CERTIFIED BY A Provide Optional Price for New High PROFESSIONAL Efficiency Hot Air Heating System, 2- Zone Basement (Basement) 3- Zone First Floor ENGINEER All Casing on Windows and Door to Be Changed to 321" Beaded Casing with 11" Back Bond. r Base Molding to be 5° Beaded Base All Interior Doors to be Replaced with I I II f I I Mosonite 13" "Logon" Doors Provide Price for Buried 1000 gal Propane Tank Provide Price for Whole House Generator PROJECT: Provide Price for On Demand Hot—Water L1 Heater "Navien NPE-240A CAINLEY Provide Price for Connecting all Units to _ _ � I I I Propane. To Include: 1—Hotwoter on Demand Units r" ESIDENCE erne. Generator — --- - -- — —_ --_ Fire Pit 1305 — Barbecue �r I TW2846 TW2846 Pool HeaterFWG6068LTW2842 TW2842 2g6g TW2846 TW2846 TW2846 CEDA R R AVENUE fW2842 Dryer -- - - - - SCTM: # 078-07-53 DRAWING TITLE: r � II FWG6068L / ROOF PLAN r ATTIC CW14 L CW14L 1 CW 4R CW14L CW14L ^i 4 III NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESI(GN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL NORTHERN ELEVATION FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE SCALE: 1/4"= 1'-0" SEAL: DATE: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE JANUARY 16, 2023 CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, PROJECT NO: ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES -- 1139-2023 IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM �P t-�%F �'. � DRAWN BY: THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE �V U' \ CHECKED BY: TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING t,>� BDK ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS } ` �'� PRESCRIBED BY THIS CODE ARE DEEMED TO CCMPLY WITH THE REQUIREMENTS OF THIS SECTION. © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE ¢ ,sHEEr NUMBER: PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT R301.1.1 ALTERNATE PROVISIONS WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OFA201 AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE c� ``� STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND ' E�sslo� �` THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF DOB NUMBER: OF NEW YORK STATE. Acceptance of these drawings does not authorize the right to build without the authorization 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such KEHL-DESIGN-ASSOCIATES, LLC FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) agencies prior to construction. 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) " U;mcw, 42 I EIJI PROVIDE HURRICANE STRA'PING IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YOLK STATE KEHL DESIGN ASSOCIATES LLC residential 8, commercial design o consulting NOTE: VERIFY AI_L DIMENSIONS TO INSURE FLOORS OF NEW ADDITION ALINE WITH FLOORS IN EXISTING PO.Box 1675 phone: (631)433-9084 HOUSE. Southold,New York 11971 E-Mail: 5sbn654@optonline.net Kehl Design Associates,LLC o formerly D A K Associates,LLC EAH�A ARE TO BELVL UNLESSOWNERSHIP & USE OF DOCUMENTS: E NOTED These drawings and specifications including the ideas, design and arrangements represented NOTE: VERIFY ALL DIMENSIONS therein, are he property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be INSUPE WALLS OF NEW ADDITION copied, disclosed to others or used in connection LINE-UP WITH WALLS !If HOUSE, with any work or project other than for which they have been prepared without written consent. NOTE: PROVIDE FIRE BREAKS AS PER REV: OCTOBER 26, 2024 THE 2024 BASEMENT LAYOUT AND STAIRS OFF OF REAR DECK RESIDENTIAL CODE OF _ NEW YORK STATE TW2846 TW2846 TW2842 TW2842 TW2842 emove Existing Roof Shingles as Necessary and rovide New GAF Architectural Roof Shingles Provide New Exterior Siding with Hardi-plork or equal WORK NOTES: Provide y"x3l" Azek or Equal Exterior Casing around all Windows and Door Provide 2" Historic Azek or Equal Sill on All Windows Provide Central Air Conditioning to Entire House Provide Optional Price for New High NOT F O R Efficiency Hot Air Heating System 2- Zone Basement (Basement) CONSTRUCTION 3- Zone First Floor All Casing or. Windows and Door to Be USE UNLESS WESTERN ELEVATION CERTIFIED BY A Changed to 31" Beaded Casing with 18 Back Bond. Base Molding to be 521" Beaded Base SCALE: 1/4" = V-0" PROFESSIONAL All Interior Doors to be Replaced with Mosorl 13" "Logon" Doors ENGINEER Provide Price for Buried 1000 gal Propane Tcnk Provide Price for Whole House Generator Provide Price for On Demand Hot-Water Heater "Novien NPE-240A Provide Price for Connecting all Units to Propane. To Include: PROJECT: Stove 1-Hotwater on Demand Units Generator WL""'Y Fire Pit C��' Barbecues i Pool Heater Dryer J� FRESIDENCE I , Ld 1305 CEDAR AVENUE SOUTHOLD, NY, 11971 fill I Mill 11 SCTM: # 078-07-53 DRAWING TITLE: mil I L] 11 — 1 H_ �� ii TW2832 � - TW2832 I ELEVATIONS TW2846 TW2846 -- - A 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 SOLEY RESPONSIBLE FOR FIELD FIT. THE DE91GN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE SEAL: DATE: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE JANUARY 16, 2023 CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, PROJECT NO: ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES Co , �7" 1 139-2023 EASTERN ELEVATION IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM � �� \ , :hip DRAWN BY: THAT PROVIDES A COMPLETE: LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE "Rr Ktix� ^�y * BDK TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING SCALE: 1/4"= 1'-0" ELEMENTS TO THE FOUNDATION. BUILDINGS ANC STRUCTURES CONSTRUCTED AS �iy CHECKED BY: PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF 1 THIS SECTION. © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE ,c� SHEET NUMBER: PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT �p o�'' ' R301.1.1 ALTERNATE PROVISIONS WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF r�P A202 AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such KEHL-DESIGN-ASSOCIATES, uc • FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) agencies prior to construction. 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) -, 1�,,,r ri ,'✓i PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH HN THE 2020 RESIDENTIAL CODE OF NEW YORK STATE KEHL DESIGN ASSOCIATES LLC residential & commercial design o consulting 'TOTE: VERIFY ALL DIMENSIONS TO INSURE FLOORS OF NEW ADDITION ALINE WITH FLOORS IN EXISTING PO.BOX 1675 phone: 631 433-9084 HOUSE. Ridge Vent 2x10 Ridge 2x10 Ride Southold,New York 11971 E-Mail: ssbn654@optonline.net Hurricane Scrapping Ridge Vent 9 2x8 Rafters - 16"ac. p 2x8 Rafters @ 16"oc. Hurricane Stropping //___GAF Architectural Roof Shingles Kehl 2X4 FlyrafterS " OWNERSHIP &Design Associates,LLC o formerly D A K Associates,LLC -- . EI�IDIR USE OF DOCUMENTS: L UNLESS Ice and Water Sheild NOTED � � �1'-0 �� COX Roof Sheathing � 20 Flyroffers 2x4 Outriggers �ix6 Azek Rake Boards These drawings and specifications including the � � ix6 Azek Rake Boards ideas, design and arrangements represented EEWAL L DIMENSIONS I I \ I I therein, are the property of KEHL DESIGN NEW ADDITION \ I I ASSOCIATES, LLC. No part thereof shall be LLS IN HOUSE. I \ copied, disclosed to others or used in connection ix6 Azek Beaded Soffit \ \ I I // I with an work or project other than for which 2x6 / z4 Stro gback �� \ \ / I� ix6 Azek Beaded Soffit Y P 1 / \\ I I \ \ I I I I I� \ they have been prepared without written consent. NOTE: PROVIDE -IRE BREAKS / AS PER THE 2020 Hurricane Strapping g �� Hurricane Strapping BASEMENT LAYOUT AND STAIRS OFF OF REAR DECK �— — — — — — — RESIDENTIAL CODE OF ix6 Azek Fascia —I Azek Fascia NEW YORK STATE 1x6 Azek Beaded Soffit R-30C Insulation R-30C Insulation I I ix6 Azek Beaded Soffit 2x8 Ceiling Joists @16"oc. 4-30C Insulation R-30C Insulation 2x8 Ceiling Joists �163oc Insulation (2)2x6 Top Plate R-19 fnsulotlon Laid 2x8 Ceiling Joists @16"oc' I R-19 Insulation Laid I I (2)2z4 Top Plate Herdi-Plonk Siding in Opposite Direction R Opposite Direction to Layer Beneath pp Exterior Sheathing to Layer Beneath Bath New i i DiningProvide Fire-Rated HordrPlonk Siding Grace House Wrap or Equal Provide Fire-Rated I I Type "X" Sheetrock on New t g Room Type "X" Sheetrock on Room Mud All Walls and Ceilings Garage i i g' Exterior Sheathing 2x6 Studs 16"oc All Walls and Ceilings Garage R-21 Insulation Room g �J Grace House Wrap or Equal R-21 Insulation R-15 Insulation R-21 Insulation I I R-21 Insulation I I 20 Studs 16"oc R-15 Insulation 4" PC. Slab with 6x6 / 10 Go. WWM. H 2x6 Shoe 4" PC. Slob with 6x6 / 10 Go. WWM. Remove Existing Roof Shingles os Necessary z8BoxBeom 2x8 Floor Joists@16"oc. - - - - - - - - - - - - '! —!!—_ - -- - - -- -- - - - - - - — — — — — — — — — — — — — — — — — — — 2x4 Shoe —— —— — — — — — — — — — —— — — — — — —and R-30C Insulation R-21 Insulation 2'-0'—� R-30C Insulation 2x6 ACQ Sill 'rovide New GAF Architectural Roof Shingles �"x 18" Anchor Bolts @ 32"oc. Anchor Bolts 16"x8" Haunch Provide New Exterior Siding wish 8" PC. Foundation Under Slab o ''LI I 8" PC. Foundation Hordi-plonk cr equal :, I--I U 20 Keyway Provide y"x3l" Azek or Equal Exterior Casing �--� Existing 16"x8" Footings WORK NOTES: around all Windows and Door Existing 16"x8" Footings -1 Min. S-0" Below Final Provide 2" Historic Azek or Equal Sill on 2x4 Keyway Min, S-O" Below Final I--� Grade All I Existing 16"x8" Footings Grade Windows Min. S-O" Below Final Existing 16"z8" Footings Provide Central Air Conditioning to Entire Grade F—I Min. S-O" Below Final House � Grade Provide Optional Price fcr New High NOT F O R Efficiency Hot Air Heating System. 2- Zane Basement (Basement) CONSTRUCTION lZaneFirstWindFloo CROSS SECTION A CROSS SECTION B USE UNLESS All Casing an Windows and Door to Be Changed la 32' Beaded Casing with 11" Back Band. Base Molding to be 5' Beaded Base SCALE: 1/4"= 1'-0" 301 SCALE: 1/4"= 1'-0" CERTIFIED BY A 301 PROFESSIONAL All Interior Doors to be Replaced with "Masanite ,g "Cagan" Doors ENGINEER Provide Price for Buried 1000 gal Propane Tank Provide Price for Whole House Generator Provide Price for on Demand Hot-Water Heater "Hovien NPE-240A Provide Price for Connecting all Units to Propane. To Include: Ridge Vent 2x10 Ridge 2x8 Rafters - 16"oc. Stove PROJECT: 1-Hotwoter on Demand Jnits 2x6 Rafters @ 16"oc. Hurricane Stropping GAF Architectural Roof Shingles Generator �` 2x8 Valley Nailer Ice and Water Sheild Fire Pit COX Roof Sheathing Borbeque �r 2x8 Ridge CAWLEY Pool Heater ryer g" Galy. Bali D J� C ckell to bh BUR 0 Ilk 0 er rag Ro fLJ 2x4 Hangers i6"oc ESI " ENCE 000000000000� 2x6 /2x4 Strongback Insulation Baffle 1 305 ACEDAR AVENUE 2x8 Ceiling Joists @16 oc. Hurricane Strapping SOUTHOLD, NY, 11971 ix6 Azek Fascia Provide s" Fire-Rated R-30C Insulation ix6 Azek Beaded Soffit g SCTM: # 078-07-53 /R-30C Insulation Type "X" Sheetrock on (2)2x4 Top Plate All Walls and Ceilings 1'-0� DRAWING TITLE: Hardi-Plank Siding R-15 Insulation ` New i° Exterior Sheathing Kitchen o Garage Grace House Wrap or Equal g 2x4 Studs 16"oc PROJECTS TO COMPLY WITH CHAPTER 4 RESIDENTIAL ENERGY EFFICIENCY,AS PER THE C COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC, ALL FLOOR PLANS AND ELEVATIONS ARE ELEVATIONS R-15 Insulation PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2018 INTERNATIONAL ENERGY CONSERVATION CODE(IECC) AS NOTED PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT SECTION R402, 2018 INTERNATIONAL ENERGY CODE(IECC) WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF 4" PC. Slob with 6x6 / 10 Co. WWM. 2x4 Shoe KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE 2x6 ACQ Sill PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. Anchor Bolts Frojects shall comply with one of the following: 1. Section R401 through R404 2. Section R405 and the provisions of sections R401 through R404 indicated as "Mandatory" 8" PC. Foundation 2. The energy rating index (ERI) approach in Section R406 NOTES: a Acceptance of these drawings does not authorize the right to build without the authorization THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 2x4 Keyway TABLE R402.1.2 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE of local governing agencies such as Suffolk County Dept. of Health Services, Town Building Existing 16"x8" Footings Existing 16"xT Footings CLIMATE FENESTRATION SKYLIGHTb GLAZED CEILING WOOD MASS FLOOR BASEMENT° SLAB d CRAWL PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL Min. 3'-O" Pelow Final Min. S-O" Below Final :ONE U-FACTORb U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL , R-VALUE WALL R-VALUE SPACE° Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE Grade SHGCb,e R-VALUE R-VALUE' R-VALUE &DEPTH R-VALUE agencies prior to construction. DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR Grade UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT 4 EXCEPT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. NARINE 0.32 0.55 0.40 49 20OR13+5 8/13 19 10/13 10,2ft 10/13 R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE SEAL: DATE: E� Ll For SI: = 1 foot = 304.8 mm R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE JANUARY 16, 2023 a. R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, than the label or design thickness of the insulation, the installed R—value of the insulation shall not be less than the PROJECT NO: R-value specified in the table. ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES 1139-2023 b. The fenestration 1-1-factor column excludes skylights. The SHGC column applies to all glazed fenestration. ` �• CROSS SECTION C T ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM P <�h DRAWN BY: C. " 10/13 " means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the �� • OG�,'v�%; interior of the basement wall. THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE O� r. �� BDK TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING �j� 'T * ECKED BY: "15/19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS ��tr>�-r:.,`,;`;',i, SCALE: 114"= V-0" 301 interior of the basement wall. "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF easement wall plus R-5 continuous insulation on the interior or exterior of the home. "10/13" means R-10 continuous THIS SECTION. 1 rt _ SHEET NUMBER: insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. d. R-5 shall be provided under the full slab area of a heated slab in addition to the required slab edge insulation R301.1.1 ALTERNATE PROVISIONS vF� 0511 2—value for slabs, as indicated in the table. The slab edge insulation for heated slabs shall not be required to AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING A301 =xtend below the slab STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND r tSclO+yt'�~ e. There are no SHGC requirements in the marine Zone. THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH f. 3asement wall insulation is not required in warm—humid locations as defined by Figure R301.1 and Table R301.1 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OFNEW YORK STATE. DOB NUMBER: OF g. Alternatively, insulation sufficient to fill the framing cavity and providing not less than an R—value of R-19. In. The first value is cavity insulation, the second value is continuous insulation, so "13+5" means R-13 cavity insulation 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) plus R-5 continuous insulation. 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD I. Mass walls shall be in accordance with Section R402.2.5. The second R-value applies when more than half the FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) KEHL-DESIGN-ASSOCIATES, Luc insulation is on the interior of the mass wall. 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) r� Li L PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE KEHL DESIGN ASSOCIATES LLC residential & commercial design o consulting NOTE: VERIFY ALL DIMENSIONS TO INSURE FLOORS OF NEW ADDITION ALINE WITH FLOORS IN EXISTING PO.Box 1675 phone: (631)433-9084 HOUSE Southold,New York 11971 E-Mail: ssbn654@optonline.net EA � RE TO BE RidoWels Vt 2x8 Ridge Ridge Vent 2x8 Ridge __ Kehl Design Associates,LLC o formerly D A K Associates,LLC E UNLESSHurrica Hurricane Stro in OWNERSHIP & USE OF DOCUMENTS: NOTED Stropping 2x4 Webs These drawings and specifications including the 24 Wb NOTE: VERIFY ALIDIMENSIONS 2x4 Webs therein, are the property of KEHL DESIGN INSURE WALLS OF NEW ADDITION 2x4 Webs e" Galy. Bolls ASSOCIATES, LLC. No part thereof shall be LINE-UP WITH WAILS IN HOUSE. 2x6 Rafters - 16"oc' 2x4 Webs o�d 16 00 i 2x4 Webs copied, disclosed to others or used in connection with an work or project other than for which " Galy. Bolt Ex6�o R-19 Insulation the have been prepared without written consent. GAF Architectural Roof Shingles i 2x6 Rafters - 16"oc. Y P P 9 z6 /2x4 gback " Galy. Bolts Insulation Baffle NOTE: PROVIDE FIRE BREAKS GAF Architectural Roof Shingles Ice and Wafer Sheild i �AMAS PER ° CDX Roof Sheathing I Ice and Water Sheild REV: OCTOBER 26, 2024 2 CDX Roof Sheathing BASEMENT LAYOUT AND STAIRS OFF OF REAR DECK THE L CO Hurricane Strapping Galy. Bolt RESIDENTIAL CODE OF Hurricane Strapping �" Galy. Bolt lx6 Azek Fascia 2x6 /2z4 Strongback 2x8 Sistered to `� NEW YORK STATE Total R-49 Insulation Total R-49 Insulation 2x8 Bottom Chord - 16"oc. Ends of Rafters lz6 Azek Fascia 2x8 Bottom Chord - 16"oc. lx6 Azek Beaded Soffit 2x8 Sistered to Total R-49 Insulation Total R-49 Insulation I I 2x6 / 2x4 Strongback R-30 Insulation lx6 Azek Beaded Soffit otal R-30C Insulation Total R-49 Insulation LTotal R-49 Insulation I I Total R-49 Insulation (2)2x4 Top Plate Add 2x to Bottom of Ceiling Joists I I Ends of Rafters (2)2x4 Top Plate 2x8 Sistered to Hardi-Plonk Siding " Exterior Sheathing - 30'-1" I Hardi-Plank Siding Ends of Rafters Wa'I to be Removed Grace House Wrap or Equal Dining v2" y' Exterior Sheathing Ingolfflen Great Room Addition Kitchen Grace House Wrap or Equal 2x4 Studs 16"oc Room 2x4 Studs 16"oc I to R-15 Insulation R-15 Insulation R-15 Insulation Great Room Ex. '" CDX Subfloor R-30C Insulation Existing Subfloor I I Provide New 2x8 Ledger Board Match Seal All Walls and Floor Area with 2x4 Shoe 2x4 Shoe I I Existing Subfloor UGL- DRYLOK Extreme Waterproofer Remove Existing Roof Shingles as Necessary 2x8 Box Beam Paint and 2x8 Floor Joists @16"oc. 2x8 Floor Joists @16"oc. 2x8 Box Beam 2x8 Floor Joists @16"oc. 2x8 Floor Joists @16"oc. Provide New GAF Architectural Roaf Shin les 2x6 ACQ Sill 2x6 ACQ Sill g Anchor Balls EX. Garage Provide 36" Wide (2)2x4 Tap Plate n 4-30C Insulation (2 A Top Plate R-30C Insulation Anchor Bolts R-30C Insulation R-30C Insulation Access to Remove Exisiin Slob and Crawl Space 4" PC. Slab (2)2x4 Top Plate (2)2x4 Top Plate g Provide New Eztenor Siding wish 8" CMU. Foundation I I I Utlllty 1-11" '-t3Y" New Crawl Space Remove Soil Beneath and 8" CMU. Foundation Provide New 2" PC. Slab Hardi-plank or equal Provide �° Fire-Rated U Rm. Provide 36" Wide Provide Access to 2x4's 16"oc. on Damp Proofing Type "X" Sheetrock on R-15 Insulation Access to I° u New Crawl Space (2)2x10 ACQ Plates Damp Proofing Provide 4"x32' Azek or Equal Exterior Casing 12 Rigid Insulation All Walls and Ceilings P 1, New Crawl Space WORK NOTES: N �^ 2x4 Studs 16"oc for HVAC Ducts 12 Rigid Insulation around all Windows and Door R-15 Insulation H Seal All Walls and Floor Area with R-15 Insulation R-15 Insulation Existing 16"x8" Footings Provide 2" Historic Azek or Equal Sill on All I Min. -0" Below Final Windows 2x4 Studs 16"oc 4" UGL- DRYLOK Extreme Waterproofer 3' CDX Subfloor I 4 CDX Subfloor Grade Paint �� 2x4 Studs 16"oc Provide Control Air Conditionin to Entire 2x4 Shoe 4" CDX Subfloor g n 2x4 Studs 16"oc House 2x4 Shoe 2x4 Shoe 2x4 Keyway 2x4 Shoe Provide Optional Price for New Hi h 2x4 Keyway-- eyway NOT F O R P 9 Existing 16"x8" footings Efficiency Hot Air Heating System. Min. S-0" Below Final 12' Rigid Foam Insulation Existing 16"x8" Footings 2- Zone Basement (Basement) Grade 11" Rigid Foam Insulation Vapor Barrier Min. S-0" Below Final 121" Rigid Foam Insulation CONSTRUCTION 3- Zone First Floor Vapor Barrier Grade Vapor Barrier USE UNLESS All Casing on Windows and Door to Be Changed l0 Beaded Coring with CERTIFIED BY A 1g" Back Band. Base Molding to be 5° Beaded Base PROFESSIONAL All Inferior Doors to be Replaced with ENGINEER Mosonite 1 " "Logan" Doors Provide Price for Buried Tank 1000 gal Propane CROSS SECTION A CROSS SECTION B Provide Price for Whole House Generator o SCALE: 1/4"= 1'-0" 302 SCALE: 1/4"= 1'-0" �O Provide Price for On Demand Hot-Wafer Heater "Novien NPE-240A Provide Price for Connecting all Units to Ridge Vent 2x8 Ridge Ridge Vent 2x8 Ridge Propane, To Include: Hurricane Strapping Hurricane Scrapping PROJECT: Stove 1-Hotwoter on Demand Units 20 Collar Ties 16"oc. 2x4 Collor Ties 16"oc. Generator " Goly. Bolt Galy. Bolt Fire Pit 2x6 Rafters - 16'oc. s 2x6 Rafters - 16"ac. e BarbequerJ� 8" Goly. Bolt 2x4 Webs 8" Galy. Bali 2x4 Webs Pool Heater `� GAF Architectural Roof Shingles " Galy. Bolt GAF Architectural Roof Shingles " Galy. Bolt C A WLEY Dryer �� Insulation Baffle Insulation Baffle Is Ice and Water Sheild Ice and Water Sheild F?k E S I 21 CDX Roof Sheathing " CDX Roof Sheathing " [.l C E Goly. Bolt 2x4 Webs e" Galy. Bolt 2x4 Webs Hurricane Stropping Hurricane Stra in 1305 PP 9 1z6 Azek Fascia 1x6 Azek Fascia CEDAR AVENUE 1x6 Azek Beaded Soffit ZTotal R-49 Insulation Bolted Splice lx6 Azek Beaded Soffit Ztcl R-49 Insulation Bolted Splice SOUTHOLD, NY, 11971 (2)2x4 Top Plate 2x8 Sistered to Ends of Rafters (2)2x4 Top Plate 2x8 Sistered to Ends of Rafters Hardi-Plank Siding Hardi-Plank Siding SCTM: # 078-07-53 Exterior Sheathing " Exterior Sheathing Grace House Wrap or Equal 3>," Master Hall W/I Closet Grace House Wrap or Equal 3 Master Office 2x4 Studs 16"oc Bathroom 2x4 Studs 16"oc Bedroom DRAWING 11TLE: R-15 Insulation R-15 Insulation 20 Shoe W 2x4 Shoe SECTIONS 2x8 Box Beam 2x8 Floor Joists @16"oc. 2x8 Floor Joists @16"oc. 2x8 Box Beam Sister All Floor Joist with 2x8 2x6 ACQ Sill 2x6 ACQ Sill in Area where Girder is Removed AS NOTED Anchor Bolts 4-30C Insulation R-30C Insulation Anchor Bolts (2)2x4 Top Plate Remove 4-30C Insulation 4-30C Insulation � � Remove 8" CMU. Foundation Soffit for I I Existing Girder (2)2x4 Top Plate Duct. Verify I I 8" CMU. Foundation DuctfitVeofy I I I I Existing Girder Damp Proofing with HVAC I--Steel Column with HVAC 4—Steel Column Rec. Room Contractor " Master ) Damp Proofing z Master � S � ) to be Removed Rec. Room Contractor I I to be Removed 12" Rigid Insulation Provide ° Fire—Rated ( 1 " Ri id Insulation ©COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE z 9 I NOTES: R-15 Insulation Type "X" Sheetrock on Bedroom R-15 Insulation Provide ' Fire—Rated PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE yp I , I Bedroom All Walls and Ceilings I Type "X" Sheetrock on DESIGN WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF (PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE 4" CDX Subfloor I I I I 3" 4 CDX Subfloor All Walls and Ceilings I I I KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL 2x4 Studs 16"oc I I 2x4 Studs 16"oc I ( FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE 2x4 Shoe 2x4 Shoe PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UIIKNOWN OR 2x4 Keyway 2x4 Keyway UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Existing 16%8" Footings Existing 16"x8" footings R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE Min. 3'-0" Below Final 12' Rigid Foam Insulation Min. 3'-0" Below Final 1"' Rigid Foam Insulation SEAL: DATE: Grade Vapor Barrier Grade Vapor Barrier R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE JANUARY 16, 2023 CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, PROJECT NO: ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES 1139-2023 IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM t' DRAWN BY: THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE BDK CROSS SECTION C CROSS SECTION D TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING o�� \\ z CHECKED BY: ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS , PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF �` A. '' -1-10, THIS SECTION, SHEET NUMBER: SCALE: 1/4"= 1-0 �O SCALE: 1/4 1 -0" 302 R30AN ALTERNATE PROVISIONS c� A302 AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING J' STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH TFSSO' THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. L)OB NUMBER: OF 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD KEHL-DESIGN-ASSOCIATES, u.c FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400)