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Home My WebLink About47363-Z �o�OStlFFO(�cOGY Town of Southold 7/10/2024 CO P.O.Box 1179 �: 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45343 Date: 7/10/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1335 Fleetwood Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 137.4-30 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/18/2019 pursuant to which Building Permit No. 47363 dated 1/20/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with covered deck, second floor balcony, second floor roof deck and outdoor shower as applied for per ZBA#7266,dated 4/25/2019. The certificate is issued to Fohrkolb,Andrew of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-19-0032 7/1/2024 ELECTRICAL CERTIFICATE NO. 44226 12/21/2021 PLUMBERS CERTIFICATION DATED 9/20/2023 B a iecuch t orize gnature �o�O�u�Fotk�pGy . Town of Southold 7/10/2024 0 - P.O.Box 1179 W 53095 Main Rd y,0 N" Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45344 Date: 7/10/2024 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 1335 Fleetwood Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: , 137.4-30 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore -filed in this office dated 9/18/2019 pursuant to which Building Permit No. 47363 dated 1/20/2022 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: accessory garage with swim spa in basement as applied for. The certificate is issued to Fohrkolb,Andrew of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44226 12/21/2021 PLUMBERS CERTIFICATION DATED th rize gnature Form No.6 TOWN OF SOUTHOLD. BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply.and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters.. 4. Sworn statement from pluinber.certifying that the solder used in system.contains less than 2/10 of I% lead. 5. Commercial building;industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. -For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the.Building Inspector shall state the reasons therefor.in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.0.0 Date. September'16 ;-2019 New Construction: Old or Pre-existing Building: X (check one) Location of Property: 1335 Fleetwood Road Cutchogue House No. Street Hamlet Owner or Owners of Properly: Andrew T Fohrkolb -Suffolk County Tax Map No 1000, Section 13T Block 4 Lot 30 Subdivision t t+ c(� Filed Map: Lot: Permit No. `1"f 0 6.k_ Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: 6L �2 App t Signature- Building Department-Application for 1335 Fleetwood Road, Cutchogue AUTHORIZATION (Where the Applicant is not the Owner) I, Andrew T Fohrkolb residing at_ 745 Love Lane PO gOX ��45 (Print property owner's panic) (Mailing Address) Mattituck, NY 11952 do hereby authorize Meryl Kramer-Architect (Agent) PO Box 1600, Southold, NY 11971 to apply on my behalf to the Southold Building Department. (Q%yner's Signature) (: �tw). at (Print Owner's Name) SOFFat o TOWN OF SOUTHOLD �coy� BUILDING DEPARTMENT a TOWN CLERK'S OFFICE o SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47363 Date: 1/20/2022 Permission is hereby granted to: Fohrkolb, Andrew 745 Love Ln PO BOX 645 Mattituck, NY 11952 To: demolish an existing single family dwelling and construct a new single family dwelling as applied for per ZBA, Trustee and SCHD approvals. Replaces BP 44226 At premises located at: 1335 Fleetwood Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 137.-4-30 Pursuant to application dated 9/18/2019 and approved by the Building Inspector. To expire on 7/2212023. Fees: PERMIT RENEWAL $1,540.75 Total: $1,540.75 Building Inspector �o�gU�F1='o TOWN OF SOUTHOLD �y BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44226 Date: 9/27/201 Permission is hereby granted to: Fohrkolb, Andrew 745 Love Ln PO BOX 645 Mattituck, NY 11952. To: demolish an existing single family dwelling and sontruct a new singlefamily dwelling as applied for per ZBA, Trustee and SCHD approvals. At premises located at: 1335 Fleetwood Rd, Cutchogue- SCTM # 473889 Sec/Block/Lot# 137.-4-30 Pursuant to application dated 9/18/2019 and approved by the Building Inspector. To expire on 3/28/2021. Fees: DEMOLITION $223.90 CO -NEW'DWELLING $50.00 SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,807.60 Total: $3,081.50 • 1, Building Inspector OF SO(/lyol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q roger.richertCaD-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Andrew Fohrkolb Address: 1335 Fleetwood Rd City: Cutchogue St: New York Zip: 11935 Building Permit* 44226 Section: 137 Block: 4 Lot: 30 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Glens Electric License No: 4770-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 400a Heat gas Duplec Recpt 122 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water gas GFCI Recpt Wall Fixtures Smoke Detectors 11 Main Panel A/C Condenser Single Recpt Recessed Fixtures 110 CO Detectors rj Sub Panel 3-20 A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches RioTwist Lock Exit Fixtures 11 TVSS Other Equipment: 3-200a sub panels, gas boiler/ geothermal heat/ ac, 1-400a auto transfer switch, 6-smoke detectors,5-combination smoke/co detectors,26-key pad switches,25-LED step lights, 19 ARC fault circuit breakers, Notes: 50 combination GFCI/ARC fault circuit breakers, 1-swim spa with 50a equipment disconnect Inspector Signature: Date: December 21 2021 81-Cert Electrical Compliance Form.xls Towa ffi7g Annex r 401)54375 7G�J 7 g P.O H79 G soNY1a97g- d � ��' l� sFP _ 8 e�p! 2023 SING DEPARTACMTr �ohg TOWN OF O O wl,aft Pall, f d Dom F O of 1% ha& i a day of �,er . sUsAN A. o fjYork QtOWCOurdy �.013?�6��•i�t53 - Notary lubfac, l�i �iOiTlriTiS'810Ci'�,i3:t@S � �oe�aa�}► �� of SOUIyo # # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 N-SPECTION [ FOUNDATION 1 ST N. [ ] ROUGH PL13G. [ J 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 r— REMARKS. 1I v< i Oy- -0 w 04 a . s DATE I I - INSPECTOR �" L O�aOES0(/T,�o # # TOWN OF SOUTHOLD BUILDING DEPT. ' °`��ou►m 765-1802 INSPECTION .- ' `[ ] F UNDATION 1 ST [ ] ROUGH PL13G. [ FOUNDATION 21SID [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL `[' ] FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT-PENETRATION [ ] ELECTRICAL(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE Y INSPECTOR qq SOUTy� - - - i # # TOWN OF SOUTHOLD` BUILDING DEPT. 765-1802 I NSPEC ION ' [ FOUNDATION 1ST [ ] ROUGH PLBG. IA( [ ] OUNDATION 2ND { ] INSULATION/CAULKING [ ] FRAMING /_STRAPPING [ ] FINAL s Y _ [ ];:-FIREPLACE&CHIMNEY - : [ ] FIRE SAFETY INSPECTION { ] FIRE RESISTANT CONSTRUCTION [ . ] .FIRE RESISTANT-PENETRATION [ ] ELECTRICAL (ROUGH)- [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE REMARKS:J �fjkt,6 wum�oti 0 7 to :DATE y INSPECTOR of SOUTyp� 4 Li 2 2t 13�3 5 1va(-ry "P-9 # 'TOWN OF SOUTHOLD BUILDING DEPT. �ycnurm��' 765-1802 y INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING- [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: t 0 w DATE-7s INSPECTOR w OE SOpj�o — # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 ; INSPECT N [ ] FOUNDATION 1ST [ OUGH PLBG. [.. ] FOUNDATION 2ND [INSULATION/CAULKING, [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE.RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: C4 _ ®lam ,a Ggzk� DATE INSPECTOR OF SOUK°lo # # TOWN OF SOUTHOLD BUILDING DEPT. cu 765-1802 INSPECTION , [ ] FOUNDATION 1ST .[ ] ROUGH PLBG. [ ] -FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL FIREPLACE-&CHIMNEY [ "] FIRE°SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] '-FIRE RESISTANT PENETRATION [ ] ELECTRICAL:(ROUGH)- ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR ✓ OF so(/lyO * # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION [ ] . FOUNDATION 1ST ` [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] rULATION/CAULKING' [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE"RESISTANT CONSTRUCTION j -`] FIRE RESISTANT-PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL(FINAL) [ ] CO E VIOLATION nn [ ] PRE C/O_t� (� c RE ARKS: VOID �� p C70 VF _ p � . &-)Qrj 0-c-?�aeoL8 Lw-(r:s /on fLp I,re DATE oZ as INSPECTOR / \ 4 n 1335 FR es i d�\e ce 133 /Fleetwood Rd. 10 12 C�tt'chogue, NY 1193 ® E ' �E 0 V E � / \ 0T 20X , Building Department )Y2 /' Town of Southold MAN UAL-J,S,&D LA T Si n tLpre�. , I Dat F brua\ 1 �2 2 R> \CFO FLAT ROOF T 1 �\ I c D1 lb HEATING + COOLING 11500 OLD OUND AVENJUE WOMNUITUI K, NY 1195� 3 - 527 Hkolb Load Short Form Job: Feb 1, FR Date: Feb 2 2022 Entire House By: FR HEATING TCOOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 1335 FR 1335)Fleetwood Road, Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 12 90 Method Simplified Inside db(°F) 70 72 Construction quality Tight Design TD(°F) 58 18 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/lb) 25 49 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 CIg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) PU#3 1624 18057 16405 879 879 PU#1 1361 21575 17096 850 916 PU#2 1771 11892 16304 874 874 PU#4 528 6634 7358 540 540 Entire House 5284 58158 55715 3143 3210 Other equip loads 0 0 Equip. @ 0.95 RSM 52929 Latent cooling 13237 TOTALS I 5284 I 58158 I 66167 I 3143 I 3210 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wrightsoft® 2022-Feb-21 09:11:11 Right-Suite®Universal 2021 21.0.08 RSU10077 Page 1 ACM ...jects\Manual'J's\1335 FR\1335 FR Residence.rup Calc=MJ8 Front Door faces:SE kolb Load Short Form Job: Feb 1, FIR Date: Feb 2 2022 HEATING+COOLING PU#7 By: FIR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 1335 FR 1335 Fleetwood Road, Cutchogue, NY 11935 Design Information Htg Clg Infiltration ` Outside db(°F) 12 90 . Method Simplified Inside db(°F) 70 72 Construction quality Tight Design TD (°F) 58 18 Fireplaces 1 (fight) Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/lb) 25 49 HEATING EQUIPMENT COOLING EQUIPMENT Make Climate Master Make Climate Master Trade ClimateMaster Trade ClimateMaster Model VE0930 Cond VE0930 AHRI ref 205767485 Coil AHRI ref 205767485 Efficiency 4.1 COP Efficiency 21.65 EER Heating input 30500 Btuh Sensible cooling 23388 Btuh Heating output 30500 Btuh Latent cooling 10023 Btuh Temperature rise 33 °F Total cooling 33411 Btuh Actual air flow 850 cfm Actual air flow 916 cfm Air flow factor 0.039 cfm/Btuh Air flow factor 0.054 cfm/Btuh Static pressure 0 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.86 Capacity balance point=0°F Backup:Weil-McClain Input= 155000 Btuh Output= 139000 Btuh 94 AFUE ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) ZONE#1 1361 21575 17096 850 916 PU#1 1361 21575 17096 850 916 Other equip loads 0 0 Equip.@ 0.95 RSM 16241 Latent cooling 2699 TOTALS 1 1361 I 21575 1 18940 1 850 I 916 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t - - wrightsoft, 2022-Feb-21 09:11:11 ��t+ , .. ..._�,,..9,.., Rig ht-Suite®Universa]202121.0.08RSU10077 Page jM1iCI� ...jects\Manual'J's\1335 FR\1335 FR Residence.rup Calc=MJ8 Front Door faces:SE Hkolb Load Short Form Job: Feb 1, FR Date: Feb 2 2022 HEATING COOLING PU#Z By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 1335 FR 1335 Fleetwood Road, Cutchogue, NY 11935 ' Design Information Ht9 Clg Infiltration Outside db(°F) 12 90 Method Simplified Inside db(°F) 70 .72 Construction quality Tight ,Design TD (°F) 58 18 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/lb) 25 49 HEATING EQUIPMENT COOLING EQUIPMENT Make Climate Master Make Climate Master Trade ClimateMaster Trade ClimateMaster Model VE0930 Cond VE0930 AHRI ref 205767485 Coil VE0930 AHRI ref 205767485 Efficiency 4.1 COP Efficiency 21.65 EER Heating input 8.9 kW Sensible cooling 23388 Btuh Heating output 30500 Btuh Latent cooling 10023 Btuh Temperature rise 32 'F Total cooling 33411 Btuh Actual air flow 874 cfm Actual air flow 874 cfm Air flow factor 0.073 cfm/Btuh Air flow factor 0.054 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.79 Capacitybalance point=0'F Backup: In ut=4 kW Out ut= 12554 Btuh 100 AFUE ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) ZONE#2 376 4106 5832 302 313 ZONE,#8 1395 7786 10472 572 561 PU#2 1771 11892 16304 874 874 Other equip loads 0 0 Equip.@ 0.95 RSM 15489 Latent cooling 4316 TOTALS I 1771 I 11892 I 19805 I 874 I 874 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft^ 2022-Feb-21 09:11:11 ,. .•, .r_,,q. Rig ht-Suite®Universal2021 21.0.08 RSU10077 Page �+� ...jects\Manual'J's\1335 FR\1335 FR Residence;rup Calc=MJB Front Door faces:SE kolbLoad Short Form Job: Feb 1, FR Date: Feb 2 2022 PU#3 By: FIR HEATING T COOL.ING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 1335 FR 1335 Fleetwood Road, Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db (°F) 12 90 Method Simplified Inside db(°F) 70 72 Construction quality Tight Design TD (°F) 58 18 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/Ib) 25 49 HEATING EQUIPMENT COOLING EQUIPMENT Make Climate Master Make Climate Master Trade ClimateMaster Trade ClimateMaster Model VE0930 Cond VE0930 AHRI ref 205767485 Coil VE0930 AHRI ref 205767485 Efficiency 4.1 COP Efficiency 21.65 EER Heating input 30500 Btuh Sensible cooling 23388 Btuh Heating output 30500 Btuh Latent cooling 10023 Btuh Temperature rise 32 °F Total cooling 33411 Btuh Actual air flow 879 cfm Actual air flow 879 cfm Air flow factor 0.049 cfm/Btuh Air flow factor 0.054 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.75 Capacitybalance point=0°F Backup: Input=0 Btuh Output=0 Btuh 80 AFUE ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) ZONE#4 579 6858 5013 334 269 ZONE#5 275 5109 4866 249 261 ZONE#6 422 2015 3170 98 170 ZONE#7 348 4075 3356 198 180 PU#3 1624 18057 16405 879 879 Other equip loads 0 0 Equip.@ 0.95 RSM 15585 Latent cooling 5423 TOTALS I 1624 I 18057 I 21007 I 879 I 879 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft, 2022-Feb-21 09:11:11 ,u.•. Right-Suite@ Universal2021 21.0.08 RSU10077 Page 1;� ...jects\Manual'J's\1335 FR\1335 FR Residence.rup Calc=MJ8 Front Door faces:SE Hkolb Load Short Form Job: Feb 1, FR Date: Feb 2 2022 PU#4 By: FIR HEATING+COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattiluck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 1335 FR 1335 Fleetwood Road, Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db (°F) 12 90 Method Simplified Inside db(°F) 70 72 Construction quality Tight Design TD(°F) 58 18 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/lb) 25 49 HEATING EQUIPMENT COOLING EQUIPMENT Make Desert-Aire Make Desert-Aire Trade Desert-Aire Trade Desert-Aire Model LC01 R2 Cond LC01 R2 AHRI ref 205767504 Coil AHRI ref 205767504 Efficiency 4 COP Efficiency 21.43 EER Heating input 14600 Btuh Sensible cooling 11474 Btuh Heating output 14600 Btuh Latent cooling 4918 Btuh Temperature rise 25 °F Total cooling 16392 Btuh Actual air flow 540 cfm Actual air flow 540 cfm Air flow factor 0.081 cfm/Btuh Air flow factor 0.073 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.90 Capacitybalance point=0°F Backup: Input=0 Btuh Output=0 Btuh 80 AFUE ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) ZONE#9 528 6634 7358 540 540 PU#4 528 6634 7358 540 540 Other equip loads 0 0 Equip. @ 0.95 RSM 6990 , Latent cooling 800 TOTALS I 528 I 6634 I 7790 I 540 I 540 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft" 2022-Feb-21 09:11:11 Rig ht-Su ite@ U niv ersal 20 21 21.0.08 RSU10077 Page iVC1 ...jectsXManua]'J'sX1335 FR\1335 FR Residence.rup Calc=MJ8 Front Door faces:SE Job: 1335 F ON-Ri" k o I Building Analysis Da : Feb 21 2022 PU #1 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project For: 1335 FR 1335 Fleetwood Road, Cutchogue, NY 11935 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature (°F) 70 72 Elevation: 67 ft Design TD (°F) 58 18 Latitude: 42°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 24.6 48.9 Dry bulb(°F) 12 90 Infiltration: Dailyrange(°F) - 16 ( M ) Method Simplified Vet bulb(°F) - 75 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Component Btuh/ft' Btuh %of load Walls 3.8 3580 16.6 VW Irfitiatim Glazing 34.0 16360 75.8 Doors 0 0 0 Ceilings 2.5 334 1.5 Floors 0 0 0 Infiltration 0.9 1301 6.0 Ducts 0 0 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 1 1 21575 100.0 °a2ing Component Btuh/fI2 Btuh %of load Walls 1.3 1253 7.3 Val Glazing 23.1 11144 65.2 Irt rd Girs Doors 0 0 0 Ceilings 2.4 317 1.9 Floors 0 0 0 Infiltration 0.1 202 1.2 ctu Ducts 0 0 Ventilation 0 0 Internal gains 4180 24.4 Blower 0 0 Adjustments 0 Cadirg Total 17096 100.0 Latent Cooling Load=2699 Btuh Overall U-value=0.224 Btuh/ftz-°F WARNING: window to floor area ratio=35.4%-more than 25%. Bold/italic values have been manually overridden W•Nghtmott- 2022-Feb-21 09:11:11 ,�� -- -- Right-Suite®Universal 2021 21.0.08 RSU10077 Page 2 �� ...jects\Manual'J's\1335 FR\1335 FR Residence.rup Calc=MJ8 Front Door faces:SE Hkolb Building Analysis Job: 1335 FR Feb Date: Feb 21,2022 PV#2 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project Information For: 1335 FR 1335 Fleetwood Road, Cutchogue, NY 11935 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature (°F) 70 72 Elevation: 67 ft Design TD (°F) 58 18 Latitude: 42°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 24.6 48.9 Dry bulb(°F) 12 90 Infiltration: Dailyrange (°F) - 16 ( M ) Method Simplified Wet bulb(°F) - 75 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) o • Component Btu hlifF Btuh /o of load Walls 2.5 4090 34.4 Infltra6mR Glazing 33.4 6009 50.5 Doors 0 0 0 �Iir� v\hlI Ceilings 2.7 260 2.2 Floors 0.8 1164 9.8 Infiltration 0.9 368 3.1 Ducts 0 0 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Gaang Total 11892 100.0 Component Btuh/(tz Btuh %of load Walls 0.3 445 2.7 Vial Glazing 49.6 8906 54.6 Doors 0 0 0 Ceilings 2.5 246 1.5 Irt3rdGirs Floors 0.0 10 0.1 Infiltration 0.1 57 0.4 Ducts 0 0 Ventilation 0 0 aaing Internal gains 6640 40.7 Blower 0 0 Adjustments 0 Char Total 16304 100.0 Latent Cooling Load=4316 Btuh Overall U-value=0.060 Btuh/ftz-°F Data entries checked. Bold/italic values have been manually overridden wriyhtsoft- 2022-Feb-21 09:11:11 -• Right-Suite®Universal 2021 21.0.08 RSU10077 Page 3 jects\Manual'J's\1335 FR\1335 FR Residence.rup Calc=MJ8 Front Door faces:SE Job: 1335 Hkolb Building Analysis Date: Feb 21 2022 PU #3 By: FIR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project Information For: 1335 FR 1335 Fleetwood Road, Cutchogue, NY 11935 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature (°F) 70 72 Elevation: 67 ft Design TD (°F) 58 18 Latitude: 42°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 24.6 48.9 Dry bulb(°F) 12 90 Infiltration: Dailyrange (°F) - 16 ( M ) Method Simplified Wet bulb(°F) - 75 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Component Btuh/ft' Btuh %of load Walls 2.8 3415 18.9 Irfiltraflon Glazing 29.7 11601 64.2 �I Q Oath ngs Doors 0 0 0 Ceilings 0.9 1411 7.8 Floors 1.7 161 0.9 Infiltration 0.9 1470 8.1 Ducts 0 0 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 c Total 18057 100.0 are Com onent Btuh/ft' Btuh %of load Walls 0.8 966 5.9 VAI Glazing 19.9 7760 47.3 Doors 0 0 0 Ceilings 0.4 661 4.0 lrkrrdGirs Floors 0.5 50 0.3 Infiltration 0.1 228 1.4 Ducts 0 0 Ventilation 0 0 Ga&g Internal gains 6740 41.1 Blower 0 0 Adjustments 0 Total 16405 100.0 \iII� Latent Cooling Load=5423 Btuh Overall U-value=0.089 Btuh/ftz-°F Data entries checked. Bold/italic values have been manually overridden Wf ightiOT!' 2022-Feb-21 09:11:11 - - Rig ht-Suite@Univefsal2021 21.0.08 RSU10077 Page4 /�. jects\Manual'J's\1335 FR\1335 FR Residence.rup Calc=MJS Front Door faces:SE FR Hkolb BuildingAnalysis Job: Feb 1, Date: Feb 2 2022 PU #4 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 1335 FIR 1335 Fleetwood Road, Cutchogue, NY 11935 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature (°F) 70 72 Elevation: 67 ft Design TD(°F) 58 18 Latitude: 42°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 24.6 48.9 Dry bulb(°F) 12 90 Infiltration: Dailyrange(°F) - 16 ( M ) Method Simplified V�kt bulb(°F) - 75 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Component Btuh/ft2 Btuh %of load Walls 2.1 2293 34.6 Roos Glazing 33.1 2645 39.9 Doors 0 0 0 VII (Ddlirgs Ceilings 2.5 1267 19.1 Floors 0.8 429 6.5 Infiltration 0 0 0 Ducts 0 0 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 6634 100.0 Cadrg Component Btuh/ft2 Btuh %of load Walls 0 0 0 lrtaldGirs Glazing 61.2 4897 66.5 Doors 0 0 0 Ceilings 2.3 1202 16.3 Floors 0 0 0 Infiltration 0 0 0 CElirgs Ducts 0 0 Ventilation 0 0 Internal gains 1260 17.1 erg Blower 0 0 Adjustments 0 Total 1 7358 100.0 Latent Cooling Load=800 Btuh Overall U-value=0.053 Btuh/ft2-°F Data entries checked. Bold/italic values have been manually overridden 'V* Wrightssoft- 2022-Feb-2109:11:11 Rig ht-Suite®Universal 2021 21.0.08 RSU10077 Page 5 ACC& ...jects\Manual'J's\1335 FR\1335 FIR Residence.rup Calc=MJ8 Front Door faces:SE Summary Project kolb Job: Feb FIR Date: Feb 21,2022 XEntire House By: FIR HEATING=COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 1335 FR 1335 Fleetwood Road, Cutchogue, NY 11935 Notes: Design Information Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 OF Outside db 90 OF Inside db 70 OF Inside db 72 OF Design TD 58 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 49 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 58158 Btuh Structure 55715 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 58158 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 52929 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Tight) Structure 13237 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Area ft H 528 g Cooling ( � 4 5284 Equipment latent load 13237 Btuh Volume(fP) 29599 29599 Air changes/hour 0.10 0.05 Equipment Total Load(Sen+Lat) 66167 Btuh Equiv.AVF(cfm) 49 25 Req.total capacity at 0.70 SHR 6.3 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air 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 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -*-wrightsc ft- 2022-Feb-21 09:11:11 �- -•� - Right-Suite®Universal 2021 21.0.08 RSU10077 Pagel Aff5k ...jects\Manual'J's\1335 FR\1335 FR Residence.rup Calc=MJ8 Front Door faces:SE Hkolb Project Summary Job: PU#1 FIR Byte: FebFIR 21, zozz HEATING+COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Promect Information For: 1335 FIR 1335 Fleetwood Road, Cutchogue, NY 11935 Notes: Design Information Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 °F Outside db 90 °F Inside db 70 °F Inside db 72 °F Design TD 58 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 21575 Btuh Structure 17096 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 21575 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 16241 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Tight) Structure 2699 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft� 1361 1361 Equipment latent load 2699 Btuh Volume(fP) 12249 12249 Air changes/hour 0.10 0.05 Equipment Total Load (Sen+Lat) 18940 Btuh Equiv.AVF(cfm) 20 10 Req.total capacity at 0.70 SHR 1.9 ton Heating Equipment Summary Cooling Equipment Summary Make Climate Master Make Climate Master Trade ClimateMaster Trade ClimateMaster Model VE0930 Cond VE0930 AHRI ref 205767485 Coil AHRI ref 205767485 Efficiency 4.1 COP Efficiency 21.65 EER Heating input 30500 Btuh Sensible cooling 23388 Btuh Heating output 30500 Btuh Latent cooling 10023 Btuh Temperature rise 33 °F Total cooling 33411 Btuh Actual air flow 850 cfm Actual air flow 916 cfm Air flow factor 0.039 cfm/Btuh Air flow factor 0.054 cfm/Btuh Static pressure 0 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.86 Capacitybalance point=0°F Backup:Weil-McClain Input= 155000 Btuh, Output= 139000 Btuh,94 AFUE Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 1 -� wrlgF�tsoft 2022-Feb-21 09:11:11 •�+� -• -. Right-Suite@ Universal 2021 21.0.08 RSU10077 Paget ...jects\Manual'J's\1335 FR\1335 FR Residence.rup Calc=MJ8 Front Door faces:SE FR Hkolb By Project Summary Job: 1, PU#2 te: FebFIR 2 zozz 6dEATtNGGOOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 1335 FR 1335 Fleetwood Road, Cutchogue, NY 11935 1 Notes: DesicIn Information Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 °F Outside db 90 °F Inside db 70 °F Inside db 72 °F Design TD 58 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 11892 Btuh Structure 16304 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 11892 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 15489 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tlght Fireplaces 1 (Tight) Structure 4316 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft� 177T 1771 Equipment latent load 4316 Btuh Volume(ft') 3384 3384 Air changes/hour 0.10 0.05 Equipment Total Load(Sen+Lat) 19805 Btuh Equiv.AVF(cfm) 6 3 Req.total capacity at 0.70 SHR 1.8 ton Heating Equipment Summary Cooling Equipment Summary Make Climate Master Make Climate Master Trade ClimateMaster Trade ClimateMaster Model VE0930 Cond VE0930 AHRI ref 205767485 Coil VE0930 AHRI ref 205767485 Efficiency 4.1 COP Efficiency 21.65 EER Heating input 8.9 kW Sensible cooling 23388 Btuh Heating output 30500 Btuh Latent cooling 10023 Btuh Temperature rise 32 °F Total cooling 33411 Btuh Actual air flow 874 cfm Actual air flow 874 cfm Air flow factor 0.073 cfm/Btuh Air flow factor 0.054 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.79 Capacity balance point=0°F Backup: Input=4 kW, Output= 12554 Btuh, 100 AFUE Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ,� -*-Wr�gfltSoTt• 2022-Feb-21 09:11:11 ,.� -�• - -- Right-Suite®Universal2021 21.0.08 RSU10077 Page Aim ...jects\Manual'J's\1335 FR\1335 FR Residence.rup Calc=MJ8 Front Door faces:SE k � Project SummaryJob: 1, INN` I b PU#3 FIR Byte: FebFR 21,zozz HEATING+COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Prowect Information For: 1335 FR 1335 Fleetwood Road, Cutchogue, NY 11935 Notes: Design Information Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 'F Outside db 90 °F Inside db 70 °F Inside db 72 °F Design TD 58 'F Design TD 18 'F Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 18057(Btuh Structure 16405 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 18057 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 15585 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality, Tight Fireplaces 1 (Tight) Structure 5423 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heatin Cooling (none) Area(ft� 162T 1624 Equipment latent load 5423 Btuh Volume(fP) 13966 13966 Air changes/hour 0.10 0.05 Equipment Total Load(Sen+Lat) 21007 Btuh Equiv.AVF(cfm) 23 12 Req.total capacity at 0.70 SHR 1.9 ton Heating Equipment Summary Cooling Equipment Summary Make Climate Master Make Climate Master Trade ClimateMaster Trade ClimateMaster Model VE0930. Cond VE0930 AHRI ref 205767485 Coil VE0930 AHRI ref 205767485 Efficiency 4.1 COP Efficiency 21.65 EER Heating input 30500 Btuh Sensible cooling 23388 Btuh Heating output 30500 Btuh Latent cooling 10023 Btuh Temperature rise 32 °F Total cooling 33411 Btuh Actual air flow 879 cfm Actual air flow 879 cfm Air flow factor 0.049 cfm/Btuh Air flow factor 0.054 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.75 Capacity balance point=0'F Backup: Input=0 Btuh, Output=0 Btuh, 80 AFUE Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -P'wrightsc ft- 2022-Feb-21 09:11:11 Rig ht-Suite®Universal202121.0.08RSU10077 Page #CM ...jects\Manual'J's\1335 FR\1335 FR Residence.rup Calc=MJ8 Front Door faces:SE Project Summary Job: 1335 FIR Hkolb PU#4 Byte: Feb 21,2022 HEATING t COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 1335 FIR 1335 Fleetwood Road, Cutchogue, NY 11935 J Notes:, Design Information Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 OF Outside db 90 OF Inside db 70 OF Inside db 72 OF Design TD 58 '°F Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 6634 Btuh . Structure 7358 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) , (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh i Equipment load 6634 Btuh Use manufacturer's data - n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 6990 Btuh Method Simplified Latent Cooling Equipment,Load Sizing Construction quality Tight Fireplaces 1 (Tight) Structure 800 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating cooling (none) Area(ft� 528 528 Equipment latent load 800 Btuh Volume(ft3) 0 0 Air changes/hour 0 0 Equipment Total Load(Sen+Lat) 7790 Btuh Equiv.AVF(cfm) 0 0 Req.total capacity at 0.70 SHR 0.8 ton Heating Equipment Summary Cooling Equipment Summary Make Desert-Aire Make Desert-Aire Trade Desert-Aire Trade Desert-Aire Model LC01 R2 Cond LC01 R2 AHRI ref 205767504 Coil AHRI ref 205767504 Efficiency 4 COP Efficiency 21.43 EER Heating input 14600 Btuh Sensible cooling 11474 Btuh Heating output 14600 Btuh Latent cooling 4918 Btuh Temperature rise 25 OF Total cooling 16392 Btuh Actual air flow 540 cfm Actual air flow 540 cfm Air flow factor 0.081 cfm/Btuh Air flow factor 0.073 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.90 Capacitybalance point=0 OF Backup: Input=O.Btuh, Output=0 Btuh, 80 AFUE Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 1 -41- wrightsoft- 2022-Feb-21 09:11:11 f�-- . -. Rig ht-Suite®Universal 2021 21.0.08 RSU10077 Page 5 /CC ...jects\Manual'J's\1335 FR\1335 FR Residence.rup Calc=MJ8 Front Door faces:SE i ®�CQ� Right-J® Worksheet Job: 1335 FR � o Entire House Date: Feb 21,2022 HEATING+COOLING By: FIR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name Entire House PU#3 2 Exposed wall 676.0 ft 188.0 ft 3 Room height 8.9 ft 8.6 ft 4 Room dimensions 5 Room area 5284.0 ft' 1624.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number (Btuh/ft'-°F (Btuh/ft� or perimeter (ft) (Btuh) I or perimeter (ft) I (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-0sw -- -0.065 ne 1.32 141 186-- -0 ^ -- 0 ---- 0 -0 1013-w 0.600 ne 34.80 24.30 177 0 6148 4292 0 0 0 0 1D-c2ow 0.570 ne 33.06 44.59 8 0 ' 264 357 0 0 0 0 .JD_c2ow r0.57.0_ne__-33.06.__20.97_ 26_'_______0 _.--_849 _e538 --0---_.-_-,__0 --0___-_.0. 11 12F-6sw 0.048 ne 2.78 0.79 249 161 449 127 249 161 449 127 2 glazinq,clr outr._______O.490 ne __28.42-__ 17.43____88 __0 2501 _._1534 _ 88, __- 0 2501__ 1534- _W_- 15811-8wo-10 0.055_ne_-_2.26__-0.00 __-__288_- 288____661. .._--0._._ 0 _0 --0_ _0. W 15813 8wo-10 !1 053_ne 2.20 � _ 0.00__ 108 - 108 ___ __ 8 ___ ___0 - - 0 0 0 0 12F-Osw--`--� -- 0.065 se -- 3.77 1.32 �567- - - 23415 1566 548 0 -- 0~ -- 0-- 0 108-w 0.600 se 34.80 29.42' 13 0 452 382 0 0 0 0 1D-c2ow 0.570 se 33.06 55.09 44 0 1444 2406 0 0 0 0 1D--c2ow^-______0.570-se-___33.06- 20.97--_95_.______0_-31-41._-_-1992-------0--_0 12F-6sw 0.048 se 2.78 0.79 559 417 1162 328 559 417 1162 328 108-w 0.600 se 34.80 29.42 80 0 2784 2353 80 0 2784 2353 0.490_se_ 28.42 17.4 1755 _- 1076 - 62 _ 0 1755 _1076 15811-8wc-10 0.055 se 2.00 0.00 - -504 392 _ 783 0 i 0' 0 V 0 0 108-w 0.600 se 34.80 29.42 40 0 1392 1177 0 0 0 0 1D-c2ow 0.570 se_ 33.06 55�09 w 72 0 2380____3967 -___ 0 _____ 0 0____ 0 _ _.- - - W-- 15B13_8wcAo--_ __ 0.053_se___-2.20_,__ 0.00 _�477 _-_-477 __ 051 ,____------0--- _ _ 1h2F-Osw �0.065 sw 3.77 1.32 3 _151 282 1064 373 0 0 0 0 10B-w' 0.600 . sw 34.80 29.42 27 0 928 784 0 0 0 0 1D-c2ow 0.570 sw 33.06 55.09 16 0 529 881 0 0 0 0 1D_c2ow-_- 0.57Q_sw ___33.06_r 20.97 _26,-_0 _860-. b45----0,__-_0._^__Q____Q Vl/ 12F-6sw 0.048 sw 2.78 0.79 249 180 501 142 249 180 501 142 _I-G� _ 2glazinq,clroulr._._________0.490_sw_ .__28.42 _.__17.43_ 69___0 __ 1970_ 1208 _! 69_______0 1970. 1208 W.. -_----15B1.1 8wc-10__------0.055 ._0.055_sw-_. --2.26.__,__0.00-_-,..-.,-234.---234--_.___529 ____0__--_- _-0 -----0 0.----0, A__ 15813 8w�10 ___0.053._sw___--2.20 ___-0.00, - 162 _-. 162 35.7___ _0 _-0 ___0 ___0- 12F-Osw 0.065 nw 3.77 1.32 y 567' 449 1691 592 - 0_ 0 0 0 108-w 0.600 nw 34.80 24.30 38 0 1305 911 0 0 0 0 -JD-c2ow_--_-_ 0.570_nw_ 33,06___-20.97-- 81 _-__0___-267.8-_-_1699 0 __O_•__Q__-._-0- V)/ 12F-6sw 0.048 nw 2.78 0.79 559 468 1302 368 559 468 1302 368 ___„-_.2 glazinq,plr outr,______0:490_nw _28.42 __ __17.43 _91 _-_____0_-_--_-2591 _____,1589 _- 91,____0-- 259ri W 15B11,8wc_10 _.0.055._nw_-__--_2.26- O.OQ_-_-.37.8__---_378 yJ 15B13-8w-10 0.053 nw 1.99 0.00 405 325 647 0 0 0 0 0 _C _1 D-c2ow _ _ _0.570 33.06 _44.59 80 __ 0 2645 3567 0 _ 0 0 0 C 6X�_130`44ad- - _n_w 0.022 _0.87_--0.41----1624 -_-1624__1411-___661 - _1624 _1624-__-1411. 661 _C__ C padt c;eilinq_ -� __9M.6. 3.27 _T 3.10 -__19 19 _.__62____ _v59 _ 0 0 0- __0 C_____.-C.part ceiling,_,__0.043 2.47____2.35-512 512--.1267 1202_----0---0----_._0._ __0 C Part ceilinq._-__- __0.044_^____2.53 2.40___-__-210-_-__-210 ____532-__,_504----____ --_0 _-0 0---__0 ,F -w 19A,21bswp--___- �0.045._____2.08 _-0.65.----_ 15-------15 _ 31.- _J0 _-__0--_____0_-_0 F ___•19A-30bswp _ _�-0.034 _- 1,65 0.51 97 __�- 97-_ 161 _ 50 _-__97_ 97_ 161 .F .__..21B_32t _ __0.0.14_r -0.81- _ 0.00 1395____._1395-____1133 --0------_-___0-.- 0--_-Q-__Q F _`-21B-32w-_-_ _ -0.014_ _ ._.-0.81__0.00 ----528-_-- 528 ___-.-429 - ---0- - 0 - -0- -- - 0--- O 61 c)AED excursion 01 1 1 1 J37 Envelope loss/gain 55018 36408 16587 12 a) Infiltration 3140 487 1470 228 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 24 5520 8 1840 Appliances/other 13300 4900 Subtotal(lines 6 to 13) 58158 55715 18057 16405 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 58158 55715 18057 16405 15 Duct loads 0% 0% 0 0 0% 0% 0 0 I Total room load Il I 58158I 55715 1 I I I 180571 164051Air required(cfm) 343 3210 879 879 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.ACCA to meet all requirements of Manual J 8th Ed. -rid- wrigF�tsofC' 2022-Feb-21 09:11:11 Right-Suite(g)Universal 2021 21.0.08 RSU10077 Page 1 jects\Manual'J's\1335 FR\1335 FR Residence.rup Calc=MJ8 Front Door faces:SE ®katb Right-JO Worksheet Job: 1335 FIR HE AT[NG+COOL114G Entire House Date: Feb 21,2022 By: FIR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name PU#1 PU#2 2 Exposed wall 159.0 ft 201.0 ft 3 Room height 9.0 ft 9.0 ft 4 Room dimensions 5 Room area 1361.0 ft' 1771.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number (Btuh/fl'-°F (Btuh/ft� or perimeter (ft) I (Btuh) I or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool _ 0.065 ne - 3.77 J 1.32 .306 104 391.6 12F-Osw -137 --45 37 139 -49 Vl�/--G 108-w 0.600 ne 34.80 24.30 177 0 6148 4292 0 0 0 0 G 1D-c2ow 0.570 ne 33.06 44.59 0 0 0 0 8 0 264 357 I-G 1D-c2ow 0.570_..ne__33.06,_-__20.9726 -__0___-849_-.-__538-_-_-_0�-_0 _0____--0- 11 12F-6sw 0.048 ne 2.78 0.79 0 0 0 0 0 0 0 0 2_gIazinq.cIrcutr.--,-__0.490 ne__-__28.42_-_-17.43 ^0 0 _ -___ 0 0 - _ 0_-__ 0_______0 _W__ 15B11 8wc10- .�_-.o.055 -_ne-__2.26.--0.00--.---0-__.__0 __--.-0--_--_0_--_288-__288__-65.1.__-.__-0. W 15B13-8wo-l0 0.053 _ne _2.20 0.00_ _ 0 _ 0 0 _0 0_ _ 0 _ 0 _ _ 0 12F-Osw r 0.065 se - 3.77 1.32 - 414 306 1154-- 404-� 10 109 T 412 - 144 10B-w 0.600 se 34.80 29.42 13 0 452 382 0 0 0 0 1D-c2ow 0.570 se 33.06 55.09 0 0 0 0 44 0 1444 2406 1ac2ow____--_-0.57.0_se_-33.06_-20.97_.-_95 __0_---314.1._-_1992__�--0-0- 0.-..-0 12F-6sw 0.048 se 2.78 0.79 0 0 0 0 0 0 0 0 '108-w 0.600 se 34.80 29.42 0 0 0 0 0 0 0 0 2 glazing,clr outr,___- _ 0.490 se_ 28.42 17.43 15B11-8wc-10 0.055 se 2.00 0.00 - 0 0 0 Y^ 0 504 392 783 0 1013-w 0.600 se. 34.80 29.42 - 0 0 0 0 40 0 1392 1177 _ lb-c2ow__-� 0_570 se 33.06 _-55A9 000 072 02380 3967 W 15813-8wc...10_______OA53--se ____2.20-_ - 44 0.00 _ 0 0____ 0 0 _0. _ 0 V[-,G 12F--0sw 0.065 sw 3.77 1.32 1 91 344 1- T 207 191 - --720 - 252 1013-w 0.600 sw 34.80 29.42 27 0 928 784 0 0 0 0 1 D-c2ow 0.570 sw , 33.06 55.09 0 0 0 0 16 0 529 881 iD_c2ow,-_-_'- 0.570, _sw-33.06_ Y20.97____26-___0-_`860_: 545 -0--__0__-0 0 12F-6sw 0.048 sw 2.78 0.79 0 0 0 0 0 0 0 0 iG, 2 glazing,clr outr._�- ,�0.490-sw 28.42-_ 17.43 _0_ __.-0__ 0 TO 0 _ 0---. 0--_ ,-0_ W--151311-8wc-.10 _0.055.-sw--2.26-,__0.00_-_.._-0-.____O.-_-....--0 W_- 15B13_8wo10�- `__0.053_sw_-._2.20, 0.00 12F-Osw 0.065 nw 3.77 1.32 567 449 1691 592 0 0 0 0 108-w 0.600 nw 34.80 24.30 38 0 1305 911 0 0 0 0 JD-c2ow --0.57-0-nw_--33.06,_._20,97____-81 0__-___2678 12F-6sw 0.048 nw ' 2.78 0.79 0 0 0 0 0 0 0 0 =a 2_alaz1na,cJr outr,_-_----0.490 _nw_--28.42--_17.43--- 0-____0_--_---0--__--__0-- -•--0-----0____---0-:.----- 0 W--._15B,11a8wc 10----_-0.055_nw__2.26.__-_.O.OQ_�_0 __ 0__-_ 0-_-__0___-378_____37-8_--_855`---0- Vl/ 15B13-8wc-10 0.053 nw 1.99 0.00 0 0 0 0 0 0 0 0 1--G_ 1D_c2ow - -0 _� - 0.570-_nw-- 33.06-_-_44.59._ _-_ 0 -_ _0-------0_-_-- 0 0 0 0 -C-- 16X30_44ad-_-- - .022_- 0.87 _ 0.41 ____ 0__�0__-__0. _-____0 0.056 _- _ 3.27 3.10,_---_-___0-_. -0-.•----_-0- -- _-0 -19 62 _59 _C--C-part ceiling,-___0.0.43-. _�2.47_,2.35----0 0 -- -0 0,__--0__ 0`_.__0_ _0.--0. C Part ceiling.----_ 0.044 _ --2.53 ____2.40 ._ 132____-_132_-_!_334 _..-.__317 ,..,_--_78_ ___ 78 --_-198-_--_187 F_--19A-21bswp---,-_-0.045 =_--2,08,___0.65,_-.-__0 -_.._e0 0 1_--_ 5,-______15_- ,__31-___�_10 F� 19A-30bswp __0.0_34 L65_ _- 0.51 0 0 0 __ _0 _- 0 -^ _0 _0`J-0 :F_.21B-32t -.____.- 0.01.4 - -0.81_____-0.00__-__-_0=_-'-0 --. 1395 --`1395 1.133 -__--0. -F- 21 B-32w - -----_0.014_�_ --0.81._--OAQ-_..__._-0-. __0.. ----0- --------0 61 c)AED excursion 1 01 1 1119 Envelope loss/gain 1 20274 12714 1 1 11523 9607 12 a) Infiltration 1301 202 368 57 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 6 1380 8 1840 Appliances/other 2800 4800 Subtotal(lines 6 to 13) 21575 17096 11892 16304 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 21575 17096 11892 16304 15 Duct loads 0% 0% 0 0 0% 0% 0 0 Total Air requvdload(cfm) I I 218505751 I 179166I I 71874I 16874 I Calculations approved by ACCA to meet all reouirements of Manual J 8th Ed. -ri - wr10"2=a1!' 2022-Feb-21 09:11:11 ^�+'� • Right-Suite®Universal2021 21.0.08 RSU10077 Paget ...jects\Manua]'J'sk1335 FR\1335 FR Residence.rup Calc=MJB Front Door faces:SE ®'(�� Right-JO Worksheet Job: 1335FR �\ Entire House Date: Feb 21,2022 I°IGATiNG+COOLING By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name PU#4 2 Exposed wall 128.0 ft 3 Room height 9.0 ft 4 Room dimensions 5 'Room area 528.0 ft' T Construction U-value y Or HTM Area ft� Load Area Load number (Btuh/ftz'F (Btuh/ft� I or perimeter (ft) I (Btuh) I or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool ------ ----- -.-- ------- --- --- ---- -- -- - ------ ----- --- ------- ---- 6 12F-Osw 0.065 ne 3.77, 1.32 0 0 0 0 106-w 0.600 ne 34.80 24.30 0 0 0 0 1 D-c2ow 0.570 ne 33.06 44.59 0 0 0 0 1 13=c2ow __ 0.570-ne_ ..-33.06,_20.97. -0__-,.-0.__-•__0____0 11 V+1 12F-6sw 0.048 ne 2.78 0.79 0 0 0 0 2 glazina.clr outr._----- - _0.490_ne --28.42__-_17.43 . -- -0 - --0-- - ._-R.-- ---0 - -- - - ------ - -- --- W-15B1.1=8wc-10-,_.=--_0.055-ne-_-2.26. _-0.00-_0_-._0___._.-0-__--_0 W 15B13-8wc-1(j--- ^- w_0.053 ne 2.20 0.00 108 108 238 0 12F-Osw 0.065 se 3.77 1.32 _ O•-._-----,0---_---_0,__--_O.-___----.•----- --- - _--- - 10B-w 0.600 se 34.80 29.42 0 0 0 0 1 D-c2ow 0.570 se 33.06 55.09 0 0 0 0 . 1 D=c2ow _ 0.570._se---33.06-__.20.97--0_-_-0_ -0-_-.-0 VjJ 12F-6sw 0.048 se 2.78 0.79 0 0 0 0 10B-w 0.600 se 34.80 29.42 0 0 0 0 _2_glazing,_clr outr,T _ -- 0.490_se _ 28_42 _ 17_43___0 -__ 0_ _-_ 0 -_ 0 2.0 0.0 15811-8wo-10 0.055 se 0 - 0 6" 0 -0 0 1013-w 0.600 se 34.80 29.42 0 0 0 0 1D-c2ow 0.570 se_ 33.06 55.09_ 0 0 ___ 0--.--0 W 15813�8wo-10 �y_OA53_se- __ 2.20 __ 0.00 v 477 477 _-__1051__ - 0 12F-Osw v 0.065 sw �3.77 1.32 0 0 0 0- tOB-w 0.600 sw 34.80 29.42 0- 0 0 0 1 D-c2ow 0.570 sw 33.06 55.09 0 '0 0 0 1D c2ow _ _ _0.570_sw_-_33.06__.20.97_�-0--_0-__-_0__--0_ 12F-6sw 0.048 sw 2.78 0.79 0 0 0 0 j__G_ 2 alazinq,.clr outr,_ -J0.490^sw __28.42- 17.43•_ _,__ 0 -___ 0 _.__ _- 0_-___0__ _W--15B11=8wo-10 _-.0.055_sw--2.26._--0.00_ 0 -0--__,_O.-_-0....... W 15B13 8wc 10__ 0,053_-sw ^ 2.20--_-WOO- 162- 162-T 357- _n 0 _G12F-Osw 0.065 nw 3.77 1.32 0 0 0 0-�-- - --- '- 10B-w 0.600 nw 34.80 24.30 0 0 0 0 . 1D_c2ow 0.57.0._nw--33.06.-20.97-.__0_-,.__O__._ -0_-_-__0 VI1 12F-6sw 0.048 nw 2.78 0.79 0 0 0 0 -'_- - --- - _ C, 2_glazi- clroutr, -0.490_nw ____28.42___ 17.43_R 0 _0-_ _ 0-_ 0 W�15B.11=8wc-10--.. 0.055_nw- .--2.26,.�0.00---0 0 ---0_-,--__-0_-_0 - 15B13-8wc-10 0.053 nw 1.99 0.00 405 325 647 0 1D_c2ow _ 0.570_nw__33.06 _ 44.59_ 80----.-0--- _2645___ 3567 -C_-16X3644adif_ �0.022�_:- 0.87 -0.41,------0-_-__ _---0 ---._0 -_- 0_ C vart_ceilinq._.-J __0.056_- 3.27 _-__-3.10__- 0__-_ 0 __ _ 0 ___-0 -C_ _ C.part ceiling,..--.-0.0.43.-_-_ .47_2.35---512_-- _512__-_1267---1202 •F 19A-21bswp - ____.._0.0-45=.,_,2.08_ -0.65--.---0_______0 -__-0__---._0 F _ 19A-30bswp _- 0.034 _ 1.65 _ 0.51 _ _ _0_ _ 0____ _0 - _0_ I.--21B=32t ------,0.014.-_-0.81.--0.00-----•--0 -----0_--- _-0-----_0 21B_32w _ 0.014. 0.81_ --__0.00-,- 528_ 528 429_ 0 61 c)AED excursion 1330 Envelope loss/gain 6634 6098 12 a) Infiltration 0 0 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 2 460 Appliances/other 800 Subtotal(lines 6 to 13) 6634 7358 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 6634 7358 15 Duct loads 0% 0% 0 0 Total Air rrequir dl 634(cfm) I I I oad 6540I 7358 540I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -I�.F wrigtitsoft 2022-Feb-21 09:11:11 r� * Right-Suite®Universal 2021 21.0.08 RSU10077 Page 3 jects\Manual'J's\1335 FR\1335 FR Residence.rup Calc=MJ8 Front Door faces:SE ®kal b Right-J® Worksheet Job: 1335 FR HEATING+COO INO PU#1 Date: Feb 21,2022 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name PU#1 ZONE#1 2 Exposed wall 159.0 ft 159.0 ft 3 Room height 9.0 ft 9.0 ft heat/cool 4 Roam dimensions 1.0 x 1361.0 ft 5 Room area 1361.0 ft' 1361.0 ft' T Construction U-value Or HTM Area ft' Load Area ft' Load y number (Btuh/ft'-. F I (Btuh/ft2 I or perimeter (ft) I (Btuh) or perimeter (ft) I (Btuh) Heat I Cool Gross I N/P/S j Heat I Cool j Gross I N/P/S I Heat Cool 6 12F-0sw -�- - 0.065 ne 3.77 1.32 �306' ---104 - -391 137 - 4306 ----104- V 391 - 137 108-w 0.600 ne 34.80 24.30 177 0 6148 4292 177 0 6148 4292 I--G 1 D-c2ow 0.570 ne 0.00 0.00 - 0 0 0 0 0 0 0 0 1D_c2ow ___0.570_ne---33.06_--20.97_ ___--26-_-__0 -_849-.__-536-._26-___-.-0_--849.__538. 11 12F-6sw 0.048 ne 0.00 0.00 0 0 0 0 0 0 0 0 _ 2 alazina,clr qutr,__ 0.490_ne _ 0.00___0 UQ--p_,_-_.-0 -_ 0 __, 0 ------0 W- 15B11=8wF10, 0.055._n6_..--0.00 -0.00,__0�.-____0_ 0� 0.y� 0 ---,---0-,--,-0 W 15B13-Bwc-10 0.053 ne 0.00. 0.00 0 0 0 0 0 0 0 0 12F-0sw 6,065 se 3.77 1.32 414 306 1154 404 414 306 1154 404 1OB-w 0.600 se 34.80 . 29'.42 13 0 452 382 13 0 452 382 1 D-c2ow 0.570 se 0.00, 0.00 0 0 0 0 0 0 0 0 _ 1 D7c2ow -- -_-0.57.0-se_.__33.06_--_20.97 ---95 -_ 0 314.1_--_1.992-_--95-______-O-31.41.---1992 12F-6sw 0.048 se 0.00 0.00 0 0 0 0 0 0 0 0 10B-w 0.600 se 0.00 0.00 0 0 0 0 0 0 0 0 _ 2glazing,clroutr,_ 0.490 se 0.00 _ -0.00 _0 15B11-8wc-10 0.055 se 0.00 - 0.00 - 0 0 0 - -0 0 ^0 0 0 1OB-w 0.600 se 0.00 0.00 0 0 0 0 0 0 0 0 _ 1D-cc2ow -_- 0_570. se 0.00 0'.00-_-- 0__,- 0----,- 0___.__ 0___ ._ 0 _ 0__-__ 0.-_-___ 0 W 15B13 Swo 10 0.053_ se___ 0.00 OAO _0 0 0 0 0- 0 0 0 12F-0sw _ --- -- 0.065 -sw -3.77 --1.32- 144 -91 -- 344- 121 -- - 144 _- 91 --- 344 -- 121 -- - j-=G 1OB-w 0.600 sw 34.80 29.42 27 0 928 784 27 0 928 784 1 D-c2ow 0.570 sw 0.00 - 0.00 0 0 0 0 0 0 0 0 1D-c2ow ____----0.570-.sw-_^33.06 •.--20.97_____26_ ---0 860 -545_ _26,. _0__ 860____-5.45, �1 C12F-6sw 0.048 sw 0.00 0.00 0 0 0 0 0 0 0 L0 -'_,- _-2 alazina._clr outr______-----.0,49.0 sw___.-0.00____0.00"___0 _.__..0 --.___0-_.._-_--_0.._ __----0 - .0 _ 0 0 W� 1561.1_8wF10 -. .-�0:055 -sw_.-_0.00.�--.0.00._ _0._-__-0_a_0 --.-0-_._ -_0-.___._ 0 „•__,--0,053-sw-_0,00_,T, 0.00-.---0 0 _ 0 _,__0_,._ _0.-----,0 0 __0 12F-Osw 0,065, nw 3.77 1.32 567 449_- 1691 - 592 567 449 1691 592 1OB-w 0.600 nw, 34.80 24.30 38 0 1305 911 38 0 1305 911 !1D c2ow.,- ---0.57,0._nw_,_..__33.06,_-20.97_-._--81 -___-0 _-267.8 --�1699_____81._-__0----267a__-:_1699. Vjl 12F-6sw 0.048 nw 0.00 0.00 0 0 0 0 0 0 0 0 -� __ c- 2 alazino,clr cutr.-_--_ 0.490-nw- ----0.00._-_0.00- -- 0- -0 ---0--- - 0 --- W_w_15B1.1=8wc_10 _._0.055_nw--0.00._____0.00-___-__._0_-.-__0�___-0 __.__0 ___0_---0 0 0. V+/ 15B13-8wo•10 0.053 nw 0.00 0.00 0 0 0 0 0 0 0 0 -L--�-,- 1 D_c2ow---------- -0.570--nw----0.00_-0.00---- -0--------0 -- -0 - --0 --- 0 - --0--_0 ------0 0 ____0_--_----0..-..___-0_---6---7_0. �__._ C Part ceiling._--____0.056__,•_ 0.00 __,0,00_^-_-_0----�-0 -__-_--.0..-_----� ..-----_0, __._-.0_�_._:-0,-_--Q C__..___C.part.ceiling, 0:043 ___O.M- 0.00-.:__-0 -_0_-_,_-0___--0_ --- 0-------0-_-_ 0, _ 0, C _ C_par(ceilina,r_ _ 0,044 __ 2.53. ,__-_2.40 _ 132 132--_. 334-__317_._--•132 __-•132 __-___334_____ -317 .I---_19A-2lbswp--__._.',--0.045 -0.00.--0.00-----0«- --0_- __.0_---0 0 -_-0_ 0.___-_-0. F 19A-30b 03 0. 4-----0.00 0.00 0- -----0- ---0..-_ _0 -0. ---0------ 0 - -0 .F _- .21B=32t-_ -0.01.-4 _..-0:00.-,0.00_-__•-_.0-_-_0- __.0 _ ._ 0-____-0_-_-0__0'-_.-0, _F_- 21B32w --_ -_.0.014,._ - 0.00____O.00 6 c)AED excursion 1 01 1 10 Envelope loss/gain 1 20274 12714 1 1 20274 12714 12 a) Infiltration 1301 202 1301 202 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 6 1380 6 1380 Appliances/other 2800 2800 Subtotal(lines 6 to 13) 21575 17096 21575 17096 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 21575 17096 21575 17096 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 Air tal reoad(cfm) I I I 21850I 17916I I 21850 5751 17916I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t -li- wrlgtitsoiC 2022-Feb-21 09:11:11 •° �' ^®� Right-Suite®Universal 21.0.08 RSU10077 Page4 jects\Manual'J's\1335 FR\1335 FR Residence.rup Calc=MJ8 Front Door faces:SE HNA Rig W@ Worksheet Job: 1335 FR �/ b PU#2 Date: Feb 21,2022 HEAT$NG+COOLING By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name PU#2 ZONE#2 2 Exposed wall 201.0 ft 45.0 ft 3 Room height 9.0 ft 9.0 ft heat/cool 4 Room dimensions 1.0 x 376.0 ft 5 Room area 1771.0 ft' 376.0 ft' Ty Construction U-value Or I HTM I Area (ft') I Load I Area (ft') I Load number (Btuh/ft'-°F (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-Osw _- - 0.065 ne 3.77 1.32 45 - -~37 _139 - --49 -45 37 ---139 --- 49 1013-w 0.600 ne 0.00 0.00 0 0 0 0 0 0 0 0 1D-c2ow 0.570 ne 33.06 44.59 8 0 264 357 8 0 264 357 1D_c2ow-__- 0.570-ne:-__-0.00.---0.00._--_____0 _0-..__--0_ -_0-__--_0 .___0__,____0 0 11 �V)/ 12F-6sw 0.048 ne 0.00 0.00 0 0 0 0 0 0 0 0 L 2 glazinq,clr outr,___^ _-. 0.490 ne __ 0.00 s 28 0.00 0 0 _ 0 -, 0_ 0 0_ 0- 0 W 1-L- _ �-_15B8wF =10 _0.055-ne_ 2.26,__0.00 8-_288_--651 __0 0 ,0 W _ 15B13-8wc-10 0.053 ne 109 412 144 153 169 44 __0.00 0.00 _ 0_ 0 0___ 0 0 0 _ 0_______0 12F-0sw 0.065 se . 3.77 - 1.32 153 _ - _ 4f2 1 10B-w 0.600 se 0.00 0.00 0 0 0 0 0 0 0 0 1D-c2ow 0.570 se 33.06 55.09 44 0 1444 2406 44 0 1444 2406 _- -1 Dmc2ow .---0.570_se_-____0.00 -0.00,2_0 _.0 _____0 0 -0- 12F-6sw 0.048 se 0.00 0.00 0 0 0 0 0 0 0 0 10B-w 0.600 se 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing,clr outr,--_ 0.490 se 0.00 0.00 0 0 _0 0 0 0 0 0 v� 15811-8wo-10 0.055 se 2.00 - '0.00 --504- 392 - 783 0__ _ 0.._____0__-____0 0 F-G 108-w 0.600 se 34.80 29.42 `40 0 1392 1177 -- 0 0 - 0 - 0 I� 1 D-c2ow- 0.570 se--- 33.06 55.09 72 0__ 2380 _-_ _3967_ 0_ 0____ 0 -0 W 15B13_8wc 10__` _0.053__se _W00. 0.00_ 0`___ 0 __-_0 ,-_- -0_ 0_______ 0__T_ 0____.0 12F-Osw 0.065 sw 3.77 1.32 207 191 - 720 252 i 207 191 ~720 252 108-w 0.600 svi 0.00 . 0.00 0' 0 0 0 0 0 0 0 1 D-c2ow 0.570 sw 33.06 55.09 16 0 529 881 16 0 529 881 V�-�--GGG iD=c2ow- -_0.57,0_sw_-_0.00 __0.00 0-.___0__.___0___-0.__,-..0_-__0 -_-0.___-0. 12F-6sw 0.048 sw 0.00 0.00 0 0 0 0 0 0 0 0 L2alazinq,clroutr.-- _ 0,490-sw _--_ 0.00 ,y_-0.00 -___- 0 �-_,0--___ 0 0_ __0_-_ _0 _0_-___-0 W__ t5811 8wo-10_-. .___-0.055,-sw__-.._2.26_---_0.06-...__234_,-_.-._234___._-529-_--_0 ____0 -0`A_0.�-_0 W 15B13 Swo-10-___, _,_-0.053-sw _ 0.00 0.00 _!_0_ 0 0 0 -- 0 _ _0_ 12F-0sw 0.065 nw 0.00 0.00 0 - _0- -0 ' 0 0_ 0 0 0 1013-w 0.600 nw 0.00 0.00 0 0 0 0 0 0 0 0 _1D_c2ow-_-__--0.570._nw__0.00_-_-0.00 _!_0 _0-____0 _' __0_-_____0.______0 ___-0._--:-0. V/1 12F-6sw ---'v0.048 nw 0.00 0.00 0 0 0 0 0 0 0 0 ____-_ .2-glazing,clr outr,-_-- _0.490_nw _ 0.00 - .00__�_^, 0_ 0 __0_____0---.-_.__.0.____..__4 W_�15B1.1 8w�10__ _ ___.0.055, _nw-._-2.26,____0.00_- 378 __378 ^--855______0_ �__0___0-__.`_0. 1/t/ 15B13-8we-10 0.053 nw 0.00 0.00 0 0 0 0 0 0 0 0 I-_ 1_D-c2ow _0.570__nw __0.00___0.00_ _0 0 _ 0 _ 0`_--0 0_ _C___.._16X30_4.4ad_____--____0.022= ____0.00___`0.00 0__.-_-,0_--__0-__.__0-_-.-_0___-_-0___,0,-_ii _C C part ceiling, __0.056 _�-.3.27 VA-__19 ,--___1_9-_._,_62___,_ 59 _ 0 0 0 0 .C_____C,part,ceiling, _-0.0,43-,._•-,-0.00- 0.00�,0 -__0____=.-0-._.____0_.._..-__0 0 -0.____0. C part ceiling.____---_,_-0.044_ _2.53 _2.40 _ 78_ _78 _198 187 78 _ 78 198 187 .F- 19A-21 bswp_---_0.045. -2.08,-_0.65.___15 15_____31 F---- 19A-30bswp_-- - - --0.034 �----0.00 -..0_00----___0_____0--- -0--- 0.-.----0---- 0-----0 ----0 F -21%32t- _--.0.01A .-.-0.81-_-_0.00 -__1395_.---1395._-_ 1,133__.__-0____._0 _0 0,-_ 0 F__ 21B_32w-__ - 0.014,_-_ 0.00 0.00,-_--0 --•-0------- 0 ---,-.0-----_-0 - 0 ----0 --- 0. 61 c)AED excursion 119 -171 Envelope loss/gain 1 11523 9607 1 1 3738 4115 12 a) Infiltration 368 57 368 57 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 8 1840 2 460 Appliances/other 4800 1200 Subtotal(lines 6 to 13) 11892 16304 4106 5832 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 11892 16304 4106 5832 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 8321 Air al room load required(cfm) I I 11874I 1687744 I I 4302I 1061 5313I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t �1.F wrigtiesafe- 2022-Feb-21 09:11:11 Right-Suite®Universal 2021 21.0.08 RSU10077 Page 5 ...jects\Manual'J's\1335 FR\1335 FR Residence.rup Calc=MJ8 Front Door faces:SE J Right-M WorkSheet Job: 1335 FR PU#2 Date: Feb 21,2022 H EATING+COOL ING B FR Kolb Mechanical y 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name ZONE#8 2 Exposed wall 156.0 ft 3 Room height 9.0 ft heat/cool 4 Room dimensions 1.0 x 1395.0 ft 5 Room area 1395.0 ft' Ty Construction U-value Or I HTM I Area (ft') I Load I Area I Load number (Btuh/fV' F (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter Heat Cool Grass N/P/S Heat Cool Gross N/P/S Heat 6 2F-Osw ___._ Cool _ -_ 0.065__n_e._ 3.77 1.32 0 0 0,- __- --_---- - - - ------ - -- - ----- --- _ _-_ 1 0 1OB-w 0.600 ne 0.00 0.00 0 0 0 0 1 D-c2ow 0.570 ne 33.06 44.59 0, 0 0 ' 0 .1D_c2ow_-. --0.570-ne-_-0.00 �0.00__'___0 0--_.___-0 11 V)/ 12F-6sw 0.048 ne 0.00 0.00 0 0 0 0 Zglazino.ciroutr. __-____0.490 ne- _ 0.00_-,__0.00 Q_..____0- . 0 _..0._-----_- W-___15B11r8w�_h 6A55.,_ne__-__2:26-___._0.00-._288____.._288_651.-_-_-_-0 - W 15B13-8wc-10 0.053 ne 0.00 0.00 0 0 0 0 12F-Osw 0.065 se 3.77 1.32 0 0 0 0 1OB-w 0.600 se 0.00 0.00 0 0 0 0 1 D-c2ow 0.570 se 33.06 55.09 0 0 0 0 1D_c2ow 0.57.0.--se--__0.00-__-0.00_-------_0 __-__0_,__0..-.-___._0 12F-6sw 0.048 se 0.00 0.00 0 0 0 0 1OB-w 0.600 se 0.00 0.00 0 0 0 0 2 glazing,clr cutr, ___---v0.490__se _,-0.00 0.00-- 0- _- 0 0 0 151311-8wc-10 0.055 se . 2.00 0.00 504 392 - 1oB-w 0.600 se 34.80 29.42 40 0 1392 1177 1D-c2ow 0.570_se _ 33.06 55.09 -- 72 - 0 2380 3967 W 15813-8wc-10 0.053 se 0.00 �^ 0.00- 0 0 0 0 12F-Osw 0.065 sw 3.77 1.32 0 0 0 0 1OB-w 0.600 sw 0.00 0.00 0 0 0 0 1 D-c2ow 0.570 sw 33.06 55.09 0 0 0 0 _ _1D-c2ow_._-.._..,._. 0.$70.._sw_.__-_0.00__. 0.00.-,__-.-_0-------.__0----.._-0._--.,_0 -------- 12F-6sw 0.048 sw 0.00 0.00 0 0 0 0 L::�G 2glazinq clroutr..-__ -0.490-.-sw_ ___O.00 ___0.00----- 0 .__ ____0 -- _0_-___..,•-0 __- --_.____--_ -____. _ _W____1581J 8wo-10___-_.- 0.055_sw„____.,2.26__-,._0.00._,._._234 ,___234_____-__529_ __0 __..- W_.___ _.__0 0B-w 0.600 nw 0.00 0.00 0 0 0 0 1 D_c2ow-------=---0.570._nw-__ 0.00,-.._-0.00_--- -O----'0.-,----.0 G 1 12F-6sw 0.048 nw 0.00 0.00 0 0 0 0 2olazinp.olroutr,_ _-0.490-nw_ _ 0.00 -__0.0,0- _--_0__..____0__-- -_0--------_0__- ---_--_..-----_- _---_--.._ W_. _ 15B11=8wc_10_-_1-_ . 0.055,_nw_-_2.26..-_-0. 0 __-__378___--_378__-__855 _0 Vt1 151313-8wo-10 0.053 nw 0.00 0.00 0 0 0 0 1 D-c2ow__ _ 0.570_-nw.-_ 0.00.---0'00 0 0-- -0- --0 -- - - - _Cv_.16X30 44ad _---0022 ---0.00_-_.0.00_ -_-0-.___0_.--_-0 C C Rart ceiling,_,__-.n-____0.056- ._c______3.27 _ 3.10 -_ .._19. 19_-..- 62- 59 _ .C_.-___C-part,ceiIing,__-____-._r_.0,043- -__-0.00.---0.00- -0______0 C__ CPartceilinq,_v-,�_0.044, 2.53_ 2.40_ 0 _0 _ 0 0 F)- _19A,21bswp________-_-___0.045 ____-2.08-__0.65,__..__._0._ _. 0 _--0 F 19A-30bswp _-_- _OA34 _-. 0.00 __- 0.00- ---_ 0---__- - 0 ----_---0 ._ 0 .I-_.21 B_32t _____._____-0.014-:_._,.-_0.81_---0:00 _1395 ___1395_____A 33 .__ ___0 __- F _21 B 32w --•__.__.__0.014_ -.._-0.00 _-0.00-_____-_0------0 --_ _.0.-_____0. 61 c)AED excursion 1 290 Envelope loss/gain 1 7786 5492 12 a) Infiltration 0 0 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 6 1380 Appliances/other 3600 Subtotal(lines 6 to 13) 7786 10472 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 7786 10472 15, Duct loads -0% 0% 0 0 Total room 1f Air requi dl oad(cfm) I I 7472 572 786 10561 \ l Calculations approved by ACCA to meet all reouirements of Manual J 8th Ed. -P�.F wrigtit�oit� 2022-Feb-21 09:11:11 Right-Suite®Universal 2021 21.0.08 RSU10077 Page 6 AMA jects\Manual'J's\1335 FR\1335 FR Residence.rup Calc=MJ8 Front Door faces:SE ®�� Right-JO Worksheet Job: 1335 FR HE Date: Feb 21,2022 HEATING*COOLING PU#3 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name PU#3 ZONE#4 2 Exposed wall 188.0 ft 83.0 ft 3 Room height 8.6 ft 8.6 ft heat/cool 4 Room dimensions 1.0 x 579.0 ft 5 Room area 1624.0 ft2 579.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft) Load number (Btuh/ftl-- F (Btuh/ft') or perimeter (ft) I (Btuh) I or perimeter (ft) I (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-0sw 0.065 ne -0.00 0.00- 0 0 0 �0 0 0! 0 0 100-w 0.600 ne 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 ne 0.00 0.00 0 0 0 0 0 0 0 0 1D_c2ow __-_0.570._ne-T0.00__0.00_e___0---__..0_-_-_0 ,_._0__-_0 0 0._0 11 12F-6sw 0.048 ne 2.78 0.79 249 161 449 127 77 49 13B 39 �_ 2 olazinq,clr outr,____ __ __0.490-ne 28.42__ 17.43_ -,88___ _0 __2501. _ 1534 _28- _-0 796^_488 _W 15l311.8wc_10 _!0.055-ne_--_0.00.__ 0.00_.____.0____-__0- 0 _0 __._0 W 15813-Bwo-10 0`053 ne 0.00 _ 0.00 0 0 0 0 0 0 _0_ 0 12F-0sw - 0.065 se V-0:00 0.00 --' 0 "V- -0 - 0 -~0- 0 y -- 0-- 0 0 106-w 0.600 se 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 se 0.00 0.00 0 0 0 0 0 0 0 0 113-c2ow __-0.570_se____0.00-^0.00 _____0._-__0____-.-0-__-___.0 0____0 Q 12F-6sw 0.048 se 2.78 0.79 559 417 1162 328 77 57 158 45 1013-w 0.600 se 34.80 29.42 80 0 2784 2353 0 0 0 0 2 glazing,_clr outr,_ +0.490 se 28.42 Z-A3 _ 62 _ 0___ 1755_ 1076 21 0 590 _ 362 15B11-8wc-10 0.055 se 0.00 0.00 0 r0 - 0 0 0 0 _ 0 0 1 oB-w 0.600 se 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ow -_ -0.570_se._ 0.00 _-_0.00 _ 0 0 -0 0"_ 0 _ 0- _ 0_._- 0 W 5B1•4 13 8wc-10 __ OA53-se_ 0.00 _i0A0_ 0 -__"T- _ - ---0 "- VL-G 12F-Osw 0.065 sw 0.00 0.00 0 0 0 0 0 0 0 0 100-w 0.600 . sw 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 sw 0.00 0.00 0 0 0 0 0 0 0 0 1 D_c2ow ___ 0.570-sw_____0.00- ____0.00 _0 _____0-__--^0^__0_______0___,�0_______0" 12F-6sw 0.048 sw 2.78 0.79 249 180 501 142 86 62 173 49 2_glazinq,clroutr.--___-_0.490__sw___28.42,__17.43__.-_69 0 _1970 __ 1208_"___24_- ____0,-_-682,__418 .W_- 15B11.8wc-10________-0.055._sw-__-_0.00 _ _0.00___0 0 0 0 0_.______0_•__0. Q W_� 15B13 Bwc_10�__ 0.053,_sw ___0.00 _-0.00, 0 _ -0._._ 0 12F-0sw 0.065 nw 0.00 0.00 0 J 0 -0 - 0- 0 0 Ty 0 0 100-w 0.600 nw 0.00 0.00 0 0 .0 0 0 0 0 0 J D-c2ow --__ 0.57.Q_nw_____0.00--0.00-__0,- _0_-. -_0._ -__ 0.._._0__0_ 0.--_0 12F-6sw 0.048 nw 2.78 0.79 559 468 1302 368 473 402 1119 316 . 2 glazing clroutr, 0.490._nw, __28.42._-17.43 _ _91 _._._0 __ _.2591. ____1589 _ 71 _0 _ 2023_ _1240_ _W 15611:8wa10-_______.___0.055,__nw____0.00-"-__0.00-_.__0__ __0__ ___0__ -__,_._0_-.-__0 0_, 0 -__0 iV►/ 15613-8w-10 0.053 nw 0.00 0.00 0 0 0 0 0 0 0 0 _ 1 D=c2ow `0.570 __nw 0.00_^__OAO 0, _ _0-_ 0, _- _0"__ _ 0_- 0 Q 0 C_ 16X30_44ad_ _____=_ _-0.022 __ __0.87____0.41.__._._1624 1624 -_._1411.___66.1 _____579.__579_-503. 236 Q _-,C part geilinq,,-_ 0.056. 0.00 _0.00______ 0 __0__ 0_ _ 0____0- _ 0 _ 0___ 0 C___-C.part ceiling, ___0,043 _ r ,0.00.__-0.00___0 - _0 -.__0-_�_0____.___6-__�0 V___0_ ____-__0 C --_ C part_ceiIinq,__ ____0.044.�,^_0.00� 0.00 __ __ 0 0 0.-_ 0 _ 0 0 .F _19A,21bswp _-0.0.45 ---0.00--.-0.00,-_____0 - -0 _0 `0 _-_ -__0-- __0_--_0. _0- F__ 19A-3Obswp 0.034 1.65 _ 0.51 97 _ 97_ _161 _ 50 18 18 30 9 0. 61 c)AED excursion 101 150 Envelope loss/gain 16587 9437 6209 3352 12 a) Infiltration 1470 228 649 101 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 8 1840 2 460 Appliances/other 4900 1100 Subtotal(lines 6 to 13) 18057 16405 6858 5013 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 18057 16405 6858 5013 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 Total room load I I 18057I 164051 I I 68581 5013 Air required(cfm) 879 879 3341 269 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -rw- wrigtitsottt^ 2022-Feb-21 09:11:11 Right-Suite®Universal 2021 21.0.08 RSU10077 Page 7 jects\Manual'J's\1335 FR\1335 FR Residence.rup Calc=MJ8 Front Door faces:SE C kot b Right-J® Worksheet Job: 1335 OR PU#3 Date: Feb 21,2022 HrATrNG+GOO!ING By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name ZONE ft5 ZONE ft6 2 Exposed wall 36.0 ft 24.0 ft 3 Room height 8.6 ft heat/cool 8.6 It heat/cool 4 Room dimensions 1.0 x 275.0 ft 1.0 x 422.0 ft 5 Room area 275.0 ft' 422.0 ft' Ty. Construction U-value Or HTM Area (ft2) Load Area (ft') Load number (Btuh/ftk F (Btuh/ft2 I or perimeter (ft) I (Btuh) I or perimeter (ft) I (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12FOsw-.-----..----0.065 ne.--- 0.00 �.0.00, --0 ---0.- _0-----;0- - --0 ----0 - --0 ---p 1013-w 0.600 ne 0.00 0.00 0 - 0 0 0 0 0 0 0 1 D-c2ow 0.570 ne •0.00 0.00 0 0 0 0 0 0 0 0 1D,c2ow--____--0.570-_ne-__-.0.00" 0.00._____0_-_ .__0 _--_-0_._._=0.-_,0_____0 ,_Q-_0- 11 12F-6sw 0.048 ne 2.78 0.79 0 0 0 0 0 0 0 0 ._2 glazing_clr outr._-,_i_0.490._ne_ -_28.42 ,_ 17.43- _ 0.__-_"- 0 -_ 0__ 0 ___0__- ,_0 _0 0 W_15B1,LBw�]0 _-0.055,_ne__--0.00.--.0.00 0-__-_._0_____0_ .. �0 _-0-_�0 __0, W 15B13-8wc-10 0.053 ne 0.00 0.00 0 0 0 0 0 0 0 0 12F-Osw 0.065 se 0.00 0.00 0 0 0 0 0 0 0 0 108-w 0.600 se OAO 0.00 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 se 0.00 0.00 0 0 0 0 0 0 0 0 -1D-c2ow-_' -_---0.570- se_ _-0.00._--0.00 -0- _0 r._-0 __0._______0_ -0_ _Q 12F-6sw 0.048 se 2.78 0.79 146 66 184 52 206 173 483 137 10B-w 0.600 se 34.80 29.42 80 0 2784 2353 0 0 0 0 2 glazing,clr ,outr,___ _____2A9Q_se __28.42 __ 17.43 - 0 _ _ ___0-___-_0 v 0__ _ 33_ _ 0 938_ 575 15B11-8wc-10 0.055 se 000 0.00 0 0 0 0 0 0 -0 - 0 106-w 0.600 se 0.00 0.00 0 0 0 .0 0 0 0 0 1 D c2ow_- 0.570_se __- 00(j 0.00 0_- 0__` 0_--_0.__ .0 -_- 0_�- 0 0 _W _ 15B13-8wa10 - 0,053_se _ _0.00 __._Q•o0.---____0 --_- '[--G12F ` ___ �-0sw _ 0.065 sw 0.00 0.00 0 6 0 0 6- 6- 0 .0 1013-w 0.600 sw 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 sw 0.00 0.00 0 . 0 0 0 0 0 0 0 ._1Q-c2ow-_ 0.57-Q-sw_ -0.00 '0.bO.___0 -0"__r__0---"0`---0 ____Q____Q-_____ Q Val 12F-6sw 0.048 sw 2.78 0.79 163 118 329 93 0 0 0 0 -2 alazina.,clr 0 outr,__- .490_sw_-_-28.42- - 17.43 45 0._-__1288._--._790 -___-_0 0--__-0_ 0 W-_ 15B11_8wc.10_--._-„_0.055.-sw-__0.00,_-A00._-___0 0 0_____,__0__-_._0 -0___Q -.___. W�- 15813-8wc�10 -_-•-- _0.053_.sw_ _-0.00 -0.00_-_-__ 0_- _0 -_-___-0,_-_-0 0_- _ 0 0 12F-Osw 0.065 nw 0.00 0.00 0 0 0 _0-� 0 0 0 0 IOB-w 0.600 nw, 0.00 0.00 0 0 0 0 0 0 0 0 _ ID-c2ow -_ 0.570,_nw-_0.00_i_0.OQ__.____ 0_-.__.-0-___-__0_--0_____0 0-_-_-0- Q 12F-6sw 0.048 nw 2.78 0.79 0 0 0 0 0 0 0 0 I_�_ 2_plazinS7,clroutr.--_--^-__0.490-nw---28.42 17.43 __-0_--- --0._ -_0._-___--_4.--------0 -- -___0 _-- .W_____ 15B1.1 8wc_10_--_0.055_-nw___-0.00._•_0.00____-___0_____"_0____.___0-__-"_0--_-0 _____0___0._-_.-_0. Vt1 15B13-Bwc-10 0.053 nw 0.00 0.00 0 0 0 0 0 0 0 0 1D-c2ow- _ 0.570 _nw____0.00___-0.00 0 - 0 0_ _ _0_, 0_--__- 0 _ _0 _ 0. C__-16X30 44ad_ 0.022 --0.87_�•-0.41 ___275-_---275 __-239----112,_.___422---,_422--__367 -__17,2, -C_____ -C"part ceiling,-._-._-0.043 -0.00"^-0.00_^0 _0____-_0 0� t0 T_ -0__. 0.---_0. 0 0 0 .F F -- 196_30bswp -- 0- 034 --- ---1.65 _-_0.51 - - -�---- ? 3 - 1 24------z4 40 ---12 ,F 21B_32t-.-._.-_ 0.0,1-4 ____O.00.--0.00.___0-__-__0__0 0 0 0_ 0 _Q _-0____0 61 c)AED excursion 1 -140 85 Envelope loss/gain 482E 3262 1827 9B1 12 a) Infiltration 282 44 188 29 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 2 460 Appliances/other 1100 1700 Subtotal(lines 6 to 13) 5109 4866 2015 3170 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 5109 4866 2015 3170 15 Duct loads -0% 0% 0 0 -0% 0% 0 0 Air requomdl(dm) I I 5249I 4261I I I 2098 151 3170 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -rW wrlgtatsofC` 2022-Feb-21 09:11:11 c� •"^' °^�� ^� Right-Suite®Universal 2021 21.0.08 RSU10077 Page 8 jects\Manual'J's\1335 FR\1335 FR Residence.rup Calc=MJ8 Front Door faces:SE Right-J® Worksheet Job: 1335 FR NGATIhG+COOLING PU#3 Date: Feb 21,2022 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattiluck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name ZONE W 2 Exposed wall 45.0 ft 3 Room height 8.6 ft heat/cool 4 Room dimensions 1.0 x 348.0 ft 5 Room area 348.0 ft' Ty Construction U-value Or I HTM I Area (ft') I Load I Area Load number (Btuh/ft'-°F (Btuh/ft0 or perimeter (ft) (Btuh) or perimeter Heat I Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cg:-:[:j 6 1217 65-0sw 0.0 -na 0.00 0.00 - 0 __.O 106-w 0.600 ne 0:00 0.00 0 0 0 0 1 D-c2ow 0.570 ne 0.00 0.00- 0 0 0' 0 1D-c2ow,__ _0.570._ne___0.00 _____0.00 11 12F-6sw 0.048 ne 2.78 0.79 172 112 312 88 _2 glazinq,clr outr,____ 0.490 _ne _-28.42.-17.43 _ 60_-_--_" -_,_0-__- 1705 1046 W _1- 5B11_8wc--10r_____,^0.055-ne_--_0.00.-__-0.0Q___�_0____--0 0.._--0 W 15B13-8wo-10 0.053 ne 0.00 _ 0.00 0 0 0 0 12F-Osw 0.065 se �0,00 _ _ -. .-.- 0----.._- _ __-_-_- 10B-w 0.600 se 0.00 0.00 0 0 0 0 . i D-c2ow 0.570 se 0.00 0.00 0 0 0 0 G. 1D-c2ow__,_-_ _ 0,57"0-se_----0.00. --_O.00.----0 0-,,--,-0.-A__ 0---_--0 12F-6sw 0.048 se 2.78 0.79 129 121 337 95 1OB-w 0.600 se 34.80 29.42 0 0 0 0 2 glazing,clr outr, _ 0.40 se _ 28.42_ 17.43 8 0_ _ 227- 139 15811-8wc-10 - 0.055 se 0.00 0.00 o._. 0 - 0 0 IL_tQ, 1 OB-w 0.600 se 0.00 0.00 0 0 0 0 1D-c2ow 0.570_se_ 0.00 _ 0.00 0._ ; 0 -. 0 0 W 15B138wo10___ 0053,_se_----- 12F-Osw _. 0.065 sw 0.00 -0.00 0 0 0 0 1OB-w 0.600 sw 0.00 0.00 0 0 0 0 1 D-c2ow 0.570 sw 0.00 0.00 0 0 0 0 11�� iD^c2ow -__0.570-sw_ _-.0.00'___ 0.00-,T__- 0,__-_--0. -._ 0 ___..0 1/p/ .,12F-6sw T 0.048 sw 2.78 0.79 0 0 L0 0 _` 2_glazino.clr outr.._._ V_0.49Q-sw_..__28.42.- 17.43._---- -0-. ._-.-0_ --__._0-__ -__0 W 15B,11.8wc-10___.-_----0.055.-,sw_--_._0,00-._-_0.00._--_"„_0-_-_---0__Y___0 _0 W_,.__- 15B13=8wo-10-____._.___0.053-_sw__-_0,00-_._0:00.....- 0 - -0- --- -0.-._--0 12F-0sw 0.065 nw 0.00 0.00, 0 - 0. 0 0 1OB-w 0.600 nw 0.00 0.00 0 0 0 0 1D_c2ow- _-0,570_.nw-.-_-_0.00"--_0.00--_V__0-_-_-0_-_.__.-_0_---0 12F-6sw 0.048 nw 2.78 0.79 86 66 184 52 jG-2.glazing,clroutr,_ 0.490_"nw -28.42, 17.43 -__20 __.____ .0 568 --349 W_15B11z8wc-10______�Y 0.055,_nw___-0.00.'__-0.00_,---_-�-o---------0- ____0,--:--0 --_-- V)/ 15B13-8wc 10 0.053 nw 0.00 0.00 0 0 0 0 I-� 1 D-c2ow _v_.._._ 0.570 C______16X307-44ad -0.022,_..-_-0.87, -_0.41'-__-348 ---348.-_.-_-302 -.1-42 �- C r� C part ceiling.__-_,-__-0,056 �_e ___0.00 _--0.00_ _0_ 0.___ 0. 0 C-_ C_partceiling,_._._.-.-,"-_0.043_ _-0.00 -.-0:00______.-0 C_ C_Dartceiling._- 0.044 -0.00.. 0.00._---_ o ._ 0 5_ _ 0 -F 19A-2lbswp______--_:__._.0,045. .__.__0.00--AM_-_0__ ._-•_.0___ _0_-._.___-0 F ___19A-30bswp___ _ 0,034 1.65 0.51 53 53 88 27 ,F .21B7321:�_-._-. _-0.01.4 -0.00.,-,____0.00.,__.._.__0_-___-0 - ---0.-__._.,MO__.__�..- .-_ 21 B-32w -_w _0.014 0.00 _-0.00 _0 61 c)AED excursion -96 Envelope loss/gain 3723 1842 12 a) Infiltration 352 55 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 2 460 Appliances/other 1000 Subtotal(lines 6 to 13) 4075 3356 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 4075 3356 15 Duct loads -0% 0% 0 0 3561 Air required(cfm) I I tal room load 41198 0751 3180 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -I�IF- wrilgtitsQfC" 2022-Feb-21 09:11:11 ^� ^� Right-Suite®Universal 2021 21.0.08 RSU10077 Page 9 jects\Manual'J's\1335 FR\1335 FR Residence.rup Calc=MJ8 Front Door faces:SE ®k o I b Right-JO Worksheet Job: 1335FR HEAT[NGv+COOLING PU#4 Date: Feb 21,2022 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name PU#4 ZONE#9 2 Exposed wall 128.0 ft 128.0 ft 3 Room height 9.0 ft 9.0 ft heattcool 4 Room dimensions 1.0 x 528.0 ft 5 Room area 528.0 ft' 528.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft') Load number (Bt uh/f t'-*F) I (Btuh/ft� I or perimeter (ft) I (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat. Cool 6 12F-Osw OA65 ne'' m_ 0.00 _ '0.00 0 0 -�;p- 0 - O .0 O 0 1OB-w 0.600 ne 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 ne •0.00 0.00 0 0 0., 0 0 0 0. 0 1 D c2ow_ _ _ _ -0.570._,ne_-,--0.00-_.___0.00.___._0__.__0 _0--_ a,,,0-. 0 0 �0�� _ Q 11 12F-6sw 0.04.8 ne 0.00 0.00 0 0 0 0 0 0 0 0 2_glazinq olr outr,___-_ .-490_ne 0,00 _0.00 0 ___0_ _ 0, __ _0 0 �0 0-__ 0 W 15B11w8wc_10�..______0.055._.he_'-_-0,00. _O.00. ._.0 w__ 0 r~� 0 wv__�_0____0____0=_0. - 0. W 151313-8w-10 0.053 ne 2.2(10.00 108 108__ 238 0 108 108 238 0 0 0 12F-Osw 0.065 se 0.00 v 0.00 0_ate 0 ^'0 _ 0 0_ __6 10B-w 0.600 se., 0.00 0.00 0, 0 0 0 0 0 0 0 1 D-c2ow 0.570 se 0.00 0.00. 0 0 0 0 - 0 0 0 0 a _1D_c2ow 0.57.0_se_._.-..0.00. ^0,00,-____0__.__..._0 __r..�_0 _,____ 0'„_,_-____0-��0 0.___Q 12F-6sw 0.048 se 0.00 0.00 0 0 0 0 0 0 0 0 10B-w 0.600 se 0.00 0.00 0 0 0 0 0 0 0 0 ��--GG 2 glazing,clr autr, _ 0.490�se_ 0.00 0.00 0 0 0 0 0 0 0 0 15B11-6wc-10 0.055 se 0.00 0.00 ' !_.0_ _o._ -_0 ;_0,__ _O _. ..._ 0_ 0 0 10B-w 0.600 se' 0.00 0.00 0 0 0 0 0' 0 01 0 _ lb-c2ow _0:570_se_�_ 0.00 _ 0�00___ 0 0 0 0 ______0!__ 0____0 0 W 15B1,3TSwo 10 �n__, 0A53 se __2.20.-0.00 „_ 477 ._477, 1051 0 __ 477 _477 1051- 0 12F-Osw 0 065 sw 0.00 0.00 . 0 0 6 " 6 0 0 0 0 108-w 0 600 sw 0.00 0.00 0 0 0 0 _ 0 0 0 0 1 D-c2ow 0.570 sw 0.00 0.00 0 0 0 0 0 0 0 0 l)zc2ow ^_O.5-7_0_sw_--0.00,_.,__0.0.0 12F-6sw _ 0.048 sw 0.00 0.00 0 0 0 0 0 0 0 0 2,glazinq_chjouts,,,_,_,-__ 0.490,_sw___.! 0.00 T 0.00, 0 0, 0 W�1581.E-8wF10 0.M_sw_.0.00_`,0.00_. ._w0 __0._ _.___0__0,.___..___0 _.._0= 0,__._____0, W 15613-8wo-10 -0.053 sw_ 2.20 " 0.00_, 162-•__-762 357 0 162 _ 162____�,357 _,,__0 12F-0sw 0065 nw 0.00' 0.00 0 0 0 ' 0 0 0 0 0 10B-w 0.600 nw 0.00 0.00 0 0 0 0 0 0 0 0 .1 D-c2ow_.._ _---_ 0.570,_nw.�_0:00,.___0.00_.____.__0_u__0 0_ __,0.. - 0..��__0___0,_Q 12F-6sw 0.048 nw 0:00 0.00 0 0 0 0 0 0 0 0 7 2 glazing,clr cutr,_____ 0.490 Pnw,,_ 0,00 __Q-AO_, 0, Q .__.._.r0 0 _0._ .e______0_ _9 m---A W_: 15B1fz8wc-10 -__0.055_nw---0.00. 0.00 r0___0___.__ _b�,__ 0 0 -' Q__._..___-_0. 15B13-8wc-10 0.053 nw 1.99 0.00 405 325 647 0 405 325 647 0 1 D c2ow _ T,0,570 nw__ 33,06 44.59 80,_---0____-2645___3567_._.__,__80.-4-_0__2645 __,_- - _C___ 6X30_44ad___J.._--. 0.022 _.._0.00: 0.00 "0 _______.,_0.-___0___,__0 __ __0 ___� _0: 0______�__0, C C part cellinq, _ 0.058 0.00 0.00 _ 0 0, _ 0,_ 0 C_ C_part ceiling,. �_0.043�__._.-._147__2.35_-__512 -512_._..__.1267.,,,.___1202..,__512 _.-.-_512__1267__1202 C C l ar(ceilinq,_-____-_- 0.044 Y__ 0.00 0.00... 0 _0 0 0 _ 0 0.,____0 _19A-2,1bswpw _ _0.045 =_._0.00- ____0_ Q Q F 19A-30bswp 0.034 0.00 0.00 0 _ 0 0 0 0 _ _ 0 0 _ 0 F .216_32t 0.094. 0.00. 0.00. 0 -__0 00 _-0 ._r 0_ 0,_____:_0 F_,__ 216_32w _^^� 0_014_�_ 0.81_ 0,00, 528 528 _____429 _ 0. _528,____928___r 429 __0 61 c)AED excursion 133011 1 1 1 1330 Envelope loss/gain I 6634 6098 1 1 6634 6098 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 2 460 Appliances/other 800 800 Subtotal(lines 6 to 13) 6634 7358 6634 7358 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0' 14 Subtotal 6634 7358 6634 7358 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 Air requi dal room load(cfm) I I 65406341 75403581 I I 65406341 7540I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4j,*- wrigfatmofe- 2022-Feb-21 09:11:11 Right-Suite®Universal 2021 21.0.08 RSU10077 Page10 jects\Manual'J's\1335 FR\1335 FR Residence.rup Calc=MJS Front Door faces:SE Basement MECH.RM lONE e9 ZONE#8 Job#: 1335 FR Kolb Mechanical Scale: 1 : 182 Performed by FR for: Page 1 1335 FR 11500 Old Sound Ave. 1335 Fleetwood Road Right-SuiteO Universal 2021 1335 Fleet oo 11935 Road Mattituck,NY 11952 21.0.08 RSU10077 CutcPhone:(631)298-5527 2022-Feb-2109:11:32 info@kolbmechanica1.com I ...'s\1335 FR\1335 FR Residence.rup First Floor ® z ZONE Y1 z 20NE12 Job#: 1335 FIR Kolb Mechanical Scale: 1 : 182 Performed by FIR for: Page 2 1335 FR g 11500 Old Sound Ave. Right-Suite®Universal 2021 1335 Fleetwood Road Mattituck,NY 11952 21.0.08 RSU10077 Cutchogue,NY 11935 Phone:(631)298-5527 2022-Feb-21 09:11:32 info@kolbmechanical.com ...'s\1335 FR\1335 FIR Residence.rup Second Floor ZONE/4 ZONE IS Z E IB Job#: 1335 FR Kolb Mechanical Scale: 1 : 182 Performed by FR for: Page 3 1335 FR 11500 Old Sound Ave. Right-Suite®Universal 2021 1335 Fleetwood Road Cutchogue,NY 11935 Mattituck,NY 11952 21.0.08 RSU10077 Phone:(631)298-5527 2022-Feb-21 09:11:32 info@kolbmechanical.com ...'s\1335 FR\1335 FR Residence.rup �kolbDuct System Summary Job: Feb 1, y FIR Date: Feb 2 2022 PU#1 By: FR HEATING+COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@>kolbmechanical.com r Project • • For: 1335 FR 1335 Fleetwood Road, Cutchogue, NY 11935 Heating Cooling External static pressure 0 in H2O 1.00 in H2O Pressure losses 0.70 in H2O 0.70 in H2O Available static pressure -0.7 in H2O 0.30 in H2O Supply/return available pressure -0.511 /-0.189 in H2O 0.219/0.081 in H2O Lowest friction rate 0.080 in/100ft 0.080 in/100ft Actual air flow 850 cfm 916 cfm Total effective length (TEL) 278 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk ZONE#1 c 1069 53 57 0.080 5.7 8x 4 VIFx 34.0 160.0 st6 ZONE#1-A c 1069 53 57 0.080 5.7 8x4 VIFx 37.0 145.0 st6 ZONE#1-B c 1069 53 57 0.080 5.7 8x4 VIFx 36.0 105.0 st6 ZONE#1-C c 1069 53 57 0.080 5.7 8x4 VIFx 37.0 155.0 st6 ZONE#1-D c 1069 53 57 0.080 5.7 8x4 VIFx 18.0 170.0 st6 ZONE#1-E c 1069 53 57 0.080 5.7 8x4 VIFx 16.0 180.0 st6 ZONE#1-F c 1069 53 57 0.080 5.7 8x4 VIFx 0 0 ZONE#1-G c 1069 53 57 0.080 5.7 8x4 VIFx 0 0 ZONE#1-H c 1069 53 57 0.080 5.7 8x4 VIFx 0 0 ZONE#1-I c 1069 53 57 0.080 5.7 8x4 VIFx 0 0 ZONE#1-J c 1069 53 57 0.080 5.7 8x 4 VIFx 0 0 ZONE#1-1- c 1069 53 57 0.080 5.7 8x 4 VIFx 0 0 ZONE#1-M c 1069 53 57 0.080 5.7 8x 4 VIFx 0 0 ZONE#1-N c 1069 53 57 0.080 5.7 8x4 VIFx 0 0 ZONE#1-0 c 1069 53 57 0.080 5.7 8x4 VIFx 0 0 ZONE#1-P c 1069 53 57 0.080 5.7 8x4 VIFx 23.0 180.0 st6 Supply Trunk Detail • Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st6 Peak AVF 372 401 0.080 601 10.2 8 x 12 ShtMetl Bold/italic values have been manually overridden wrilghtsoft" 2022-Feb-2109:11:13 f��'' ,.,..,,. ...raw. Right-Suite®Universal 2021 21.0.08 RSU10077 Pagel J +� ...jectsWlanual'J's\1335 FR\1335 FR Residence.rup Calc=MJ8 Front Door faces:SE TableReturn Branch Detail Grille Htg Cig TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening(in) Matl Trunk rb3 Ox 0 850 916 75.0 0.080 550 16.0 8x 30 VIFx i wrightsoft" 2022-Feb-21 09:11:13 ,..-' "a.�..e,_.,, Right-Suite®Universal2021 21.0.08 RSU10077 Page ...jects\Manual'J's%1335 FR\1335 FR Residence.rup Calc=MJS Front Door faces:SE Duct System Summary Job: Feb 1, HkolbDate: Feb 2 2022 PU#2 By: FR HEATING t COOLING Kolb Mechanical ' 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 1335 FR 1335 Fleetwood Road, Cutchogue, NY 11935 Heating Cooling External static pressure 1.00 in H2O 1.00 in H2O Pressure losses 0.70 in H2O 0.70 in H2O Available static pressure 0.30 in H2O 0.30 in H2O Supply/return available pressure 0.209/0.091 in H2O 0.209/0.091 in H2O Lowest friction rate 0.080 in/100ft 0.080 in/100ft Actual air flow 874 cfm 874 cfm Total effective length(TEL) 302 ft Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk ZONE#2 c 2916 151 156 0.080 8.3 8x 6 VIFx 39.0 135.0 st4 ZONE#2-A c 2916 151 156 0.080 8.3 8x 6 VIFx 28.0 135.0 st4 ZONE#8 h 2595 191 187 0.080 8.9 8x 8 VIFx 45.0 160.0 st3 ZONE#8-A h 2595 191 187 0.080 8.9 8x 8 VIFx 40.0 170.0 st3 ZONE#8-B h 2595 191 187 0.080 8.9 8x 8 VIFx 30.0 180.0 st3 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3 Peak AVF 572 561 0.080 644 11.7 8 x 16 ShtMetl st4 Peak AVF 302 313 0.080 563 9.3 8 x 10 ShtMetl TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb4 Ox 0 874 874 92.0 0.080 524 15.7 8x 30 VIFx Bold/italic values have been manually overridden - wrightsoft' 2022-Feb-2109:11:13 .—,,. Right-Suite®Universal 2021 21.0.08 RSU10077 Page 3 fib ...jects\Manual'J's\1335 FR\1335 FR Residence.rup Calc=MJ8 Front Door faces:SE kolb Duct System Summary Job: Feb 1, FR Date: Feb 2 2022 PU#3 By: FR HEATING+COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 1335 FR 1335 Fleetwood Road, Cutchogue, NY 11935 Heating Cooling External static pressure 1.00 in H2O 1.00 in H2O Pressure losses 0.70 in H2O 0.70 in H2O Available static pressure 0.30 in H2O 0.30 in H2O Supply/return available pressure 0.220/0.080 in H2O 0.220/0.080,in H2O Lowest friction rate 0.080 in/100ft 0.080 in/100ft Actual air flow 879 cfm 879 cfm Total effective length(TEL) 356 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk ZONE#4 h 1143 56 45 0.080 5.6 8x 4 VIFx 25.0 145.0 st7 ZONE#4-A h 1143 56 45 0.080 5.6 8x 4 VIFx 28.0 155.0 st7 ZONE#4-13 h 1143 56 45 0.080 5.6 8x 4 VIFx 20.0 180.0 st8 ZONE#4-C h 1143 56 45 0.080 5.6 8x 4 VIFx 27.0 160.0 st8 ZONE#4-D h 1143 56 45 0.080 5.6 8x 4 VIFx 56.0 205.0 st8 ZONE#4-E h 1143 56 45 0.080 5.6 8x 4 VIFx 56.0 165.0 st8 ZONE#5 c 2433 124 130 0.080 7.7 8x4 VIFx 39.0 155.0 st8 ZONE#5-A c 2433 124 130 0.080 7.7 8x 4 VIFx 0 0 ZONE#6 c 3170 98 170 0.080 8.5 8x 6 VIFx 17.0 170.0 st8 ZONE#7 h 2038 99 90 0.080 7.0 8x 4 VIFx 18.0 160.0 st7 ZONE#7-A h 2038 99 90 0.080 7.0 8x 4 VIFx 24.0 105.0 st7 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st7 Peak AVF 310 269 0.080 558 9.3 8 x 10 ShtMetl st8 Peak AVF 445 480 0.080 617 10.9 8 x 14 ShtMetl Bold/italic values have been manually overridden -��- wrilghtsoft- 2022-Feb-21 09:11:13 ^ti .�,.•,,.�. Right-Suite(E)U niversal 2021 21.0.08 RSU10077 Page ...jects\Manual'J's\1335 FR\1335 FR Residence.rup Calc=MJS Front Door faces:SE Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening(in) Matl Trunk rb2 ox0 879 879 95.0 0.080 528 15.8 8x 30 VIFx rt4 TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR. (fpm) (in) (in) Material Trunk rt4 Peak AVF 879 879 0.080 660 13.7 8 x 24 ShtMetl I -*-wrightsoft" 2022-Feb-21 09:11:13 j��. ..,..r. .,�._,... Right-Suite®Universal202121.0.08RSU10077 Pages j0 +� ...jects\Manual'J's\1335 FR\1335 FR Residence.rup Calc=MJ8 Front Door faces:SE gkolb Duct System Summary Job: Feb 1, FR Date: Feb 2 2022 PU#4 By: FR HEATING}COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 1335 FR 1335 Fleetwood Road, Cutchogue, NY 11935 Heating Cooling External static pressure 1.00 in H2O 1.00 in H2O Pressure losses 0.70 in H2O 0.70 in H2O Available static pressure 0.30 in H2O 0.30 in H2O Supply/return available pressure 0.191 /0.109 in H2O 0.191 /0.109 in H2O Lowest friction rate 0.080 in/100ft 0.080 in/100ft Actual air flow 540 cfm 640 cfm Total effective length(TEL) 215 ft Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (13tuh) (cfm) (cfm) FR (in) (in) Mat[ Ln (ft) Ln (ft) Trunk ZONE#9 c 3317 270 270 0.080 10.2 8x 12 VIFx 19.0 105.0 ZONE#9-A c 3679 270 270 0.080 10.2 8x 12 VIFx 32.0 105.0 BranchReturn Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Mat[ Trunk rb6 Ox 0 540 540 78.0 0.080 486 13.2 8x 20 VIFx Bold/italic values have been manually overridden -*- wrilghtsoft" 2022-Feb-21 09:11:13 ....• ..�.q Rig ht-Suite®Universal 2021 21.0.08 RSU10077 Page 6 XCk jects\Manual'J's\1335 FR\1335 FR Residence.rup Calc=MJ8 Front Door faces:SE i 0 j Laure M. Helgans 1285 Fleetwood rd., Cutchogue,;NY 11935 (631)734-5683 r � I Town of Southold Zoning Board of Appeals P.-O.Box 1 l 79: Southold,NY 11.971-0959 Re: Area Variance Application of Andrew T.Fohrkolb and 02/12/2020 Building. -Department Stop Work Order;Foundation Installed too close to lot line. j Premises: 1335.Fleetwood Road Cutchogue,NY SCTM#1000-137=4-30 To the Southold Town Building Department and to the Members of the Zoning Board of Appeals: I reside at 1285 Fleetwood rd in_Cutchogue,my property borders the-north side of.the Fohrkolb property.le are aware of their request for side yard area variances to construct a single-family residence.on their property. We believe that the proposed house will be in character with the other houses on Fleetwood Road and have no objection to the granting of variances.In addition;I am aware that the installed foundation on the Fohrkolb property has further encroached into the approved 10' side yard setback under BP 44226,issued 09/27/1.0.I have reviewed the foundation survey dated-January 20,2020 and unequivocally have no objection to the encroachment. Za . C�•ti Laurie M.Helgans �-l��laoad -woo - & 32-0 M1 0 3 1-73 SEP 18 ARE ORK _ BUILDING �- T E C H N 0 L 0 G y GP. 0UP ®wilding ®epartmefit � Town of Southold Affidavit of 2015 IECC Compliance Date: 2/28/2022 4 Inspection Address: . 1.335 Fleetwood Road This is to certify that on 2/14/2022 the above address has been tested in accordance with the provisions of the 2015 IECC as amended by the 2016 New York State Supplement. 402.4.1.1 Building Envelope Tightness:-(Blower Door) Building infiltration rate has been tested in accordance with RESNET%ICC 380 and meets the minimum standard of: 3ACH50 Conditioned Floor Area: 5471 Blower Door Test 1717.8 Conditioned Volume: 148155 Leakage in ACH50: 02.14 402.4.1.2 2015 IECC Compliance I Pass B 4012.2 Duct Sealing: (Duct Blaster Test) The Building duct and plenum(ystem has been tested y post construction test in-test accordance with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE 152,meets the minimum requirement of: <4 cfm25oa per 100 Ft2 of conditioned floor area. System 1:Attic Leakage CFM@25:Exemp Supply R-value: 4.2 Return R-value 4.2 System 2:Bsmt Leakage CFM@25:Exemp Supply R-value: 4.2 Return R-value 4.2 System 3: Leakage CFM@25: Supply R-value: Return R-value Total Combined Leakage: 10 1 CFM@25 Leakage Limit: 219 CFM.@25 **** EXCEPTION-All ductwork and air handler are located within the.building thermal envelope**** 403.3.3.2 2015 IECC Compliance: I Pass Mechanical Ventilation: As Tested: 192 1 Required: M1507 Compliance Pass Combustion Safety Testing: I Not Applicable See Attached Report Attached Insulation and Thermal Bypass: Pass Signature of Certified RESNET HERS Rater: HERS QA Provider: Performance Systems Development 124 Brindley Street, Ithaca NY 14850 �— Provider ID#1998-072 d II a re a —Certification #3587347 607-277-6240 Notice of independent Status.As per the requirements the 2015 Building Code of NYS, New York Building Technology Group Inc.and/or it's Inspectors (Raters)are not and shall not be owned,controlled by, or have shared financial interest with the owner of the project, the General Contractor, the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that as-independent third-party Inspectors(Raters),New York Building Technology Group Inc.and.its employees shall avoid conflicts of interest with regard to its professional activities. 159 Route 25A, Bldg. 1,Suite B Miller Place, NY 11764 Telephone: (631)495-0289 Fax: (631)509-4538 Email: Info@NYBTG.com 2015 IECC Certificate Building Envelope Insulation Ceiling: Above Grade Walls: Foundation Walls: Exposed Floor: Slab: Window Data U-Factor SHGC Mechanical Equipment Heat: AFUE= Type: Cool: SEER= Type: DHW: EF= Type: Builder or Design Professional Signature: Building Envelope Testing Infiltration: 1717.8 CFM50 Infiltration Volume:48155 Duct 1 Exempt Duct2 Exempt Duct3 Duct4 Total Duct Leakage Exempt-in thermal envelop HERS Rater r- Signature: Thomas Baccarella Rater#:3587347 New York Building Technology Group rest Date: 2/14/2022 r SEP 18 2023 Building®epar$rraeret Town of Southold r � � � , w t M ' T� It A2L, •'1 `. � ,,. .� «�: �`- S t.: .i;;1, tom, r•.f �i �r�' �',+ .':�� y -'•c;y� w�y♦� � 7r ..t•f'" �-e='? r, 'id �i�.ti. •,� o�'•r '^a�. �.�'}p?y� 'r ��Y s'1. f .;,r �r.:" low �.Y 'fR'.'7r t r -�-C(,i' �' a � � ,��jj •1 �-a +�+�' •}..: :1. / i',"' ��,�j� -Z�y�•C.` error�� .":�'.•. ,�1 .}�. �y-c- � •' _j s •• -T z _ :^y4 �.ate.• J . Y�r 1 1 R ti _ Y ti J � �i ^e ry, • • • • 4 •«� garage, 09123/19. I t owl Exist! 9 --wool bu g and w•+r� -�""'! ..."""'� re-route to np outdoor nel. wl 'alt. i 4k i ;1 •�� r yw,► . ��+, ^ -sue .1. � .� • .1: V __ 1 F .VP F Amp MA I Outdoo f�anel for Temp During - struction s � y ` �' � sue. , . •'� � ��''��'�;��•.,,� tk ,� tr * t 41. ilia Uri . �+ de 1 rye. • Ft •` i ? • ♦. .i " •. V. MAR �` JJ - �",�t�i� �-, ,,d*•��i• g,, y ',�, � �fin.. ,� �' j 1 •+w:" e. �'�'��,�A - pe .. Iti "• •.o }•� ., > r�ifiti\� yt, .i � ,� � �i� p .r ��rsq� :�;� -�• . ..� � i moo; _ ,.• `"�, 1 bS� ��s f�; } '1,:yam-•C•®I..i t••. r'i'�7. .0 t;i� t � y � � •_ _ - - ��. ti� i {• � . ?� .' �. _ 1.w. �. �. '� .�{ �'� Or tv� T s L gt J 6 y 1 ' • N W J•f+ N . 3 ,fig;- •� Vie,-r`'� �'�� + f ,. t V F _ _ •. It _ t ; W FIELD • • • •ROUGH FRAMING& PLUMBING FOUNDATION(IST) ------------------------- INSULATIONWit STATE •GY •D / � 1io WA ADDITIONAL COMMENTS / ��, � � r I � � � I r ��r�0 I / � • /OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST /)ING DEPARTMENT Do you have or need the following,before applying? /N HALL Board of Health 1THOLD9 NY41971 3 sets of Building Plans /L: 765-1802 Survey PERMIT NO. Check Septic Form ( N.Y.S.D.E.C. Trustees Examined ,20 Contact: Approved 7 200 Mail to: Meryl Kramer Architect Disapproved a/c PO Box 1600,Southold, NY 11971 Phone: 631477 8736 Building Ins1hector. SEP 1 8 2419 APPLICATION FOR BUILDING PERMIT Date September 16 ,20 19 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what-so-ever until a Certificate of Occupancy is issued by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (gligna4tf applicant or name,if a corporation) PO Rox 1600,Snuthold, NY 11971 (Mailing address of applicant) State whether applicant is owner, lessee,agent, architect, engineer, general contractor, electrician,plumber or builder Arch itect Name of owner of premises Andrew T Fohrkolb (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 1335 Fleetwood Rd Cutchogue House Number Street Hamlet County Tax Map No. 1000 Section 137• Block 04 Lot 30 Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Sin le Family Residence b. Intended use and occupancy c� Sin le Family Residence 3. Nature of work(check which applicable):New Building X Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost $750,000 Fee, (to be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor 1, total all floors If garage, number of cars 1 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N/A 7. Dimensions of existing structures,it any t_ron moved 12.3' Rear 12'3' Depth 29'3' Height 19, Number of Stories' 1 8'x 12.2'Shed to also be removed Dimensions of same structure with alterations or additions: Front N/A Rear N/A �' ? Depth N/A Height N/A Number of Stories N/A 8. Dimensions of entire new construction: Front 28.5 Rear 35.0' Depth 63.9' Height 30.9' Number of Stories 2 9. Size of lot: Front 31.00' Rear 125.71' Depth 268.03' (N) and 329.65' (S) 10. Date of Purchase 4/21/1992 Name of Former Owner Jonathan Litvany 11. Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law, ordinance or regulation: Yes-ZBA 7266, 4/26/19 13. Will lot be re-graded YeS Will excess fill be removed from premises: (a NO 745 Love Lane 14.Names of Owner of premises Andrew T. Fohrkolb Address Mattituck,NY 11952 Phone No. 631298 5527 x117 . Name of Architect Meryl Kramer AddreS9'0 Box 1600,Southold,NY 11971Phone No 631477-8736 Name of Contractor Address Phone No. 15. Is this property within 100 feet of a tidal wetland? *YES NO X TR Permit 9465, 5/15/19 • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17..If elevation at any point on properly is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworrn��o�before me this day o &4 20 )C) ,& Notary Public 0 Signature of Applicant CONNIE 0.BUNCH Notary Public,State of New York No.01 BU6185050 Qualified in Suffolk Coen,}, Commission Smires Anvil 14.2, kD TOWN OF SOUTHOLDBUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT no you have or need,the-following;,-before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 '' ." 3 sets of Building Plans TEL: 765-1802 Survey PERMIT NO. Check Septic Form D N.Y.S.D.E.C. Examined . ,20 Contact:Trustees Approved 120 ,,AUG.r,2 ,2 20�8 Mail to: Meryl,Kramer Architect. Disapproved a/c PO Box:1600,Southold,,NY 11971 IN Dll; Phone: 631477 8736 APPLICATION FOR BUILDING PERMIT __-- Date August 2_2S 20 18 : . :INSTRUCTIONS a.This application MUST be completelyfilled-in by typewriter or in ink and submitted to'the Building Inspector with 3 sets of plans,'accurate plot plan to.scale.Fee according to schedule:.' b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c:The work coveredby this-application"may`ndt'be commenced before issuance-of Building'Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit.to the applicant. Such a permit . shall be-kept on the premises available for inspection throughout-the work.'' e.No building shall be occupied or used in whole or in part for any purpose what-so-ever until a Certificate of Occupancy is issued by the Building.Inspector. APPLICATION-IS HEREBY MADE to the Building Department for the issuance of a Build6z;Permit-pursuant to the . Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for-the-construction of buildings,_additions,..or.alterations or-for removal-or demolition as herein described.The applicant agrees to.comply with all applicable laws;ordinances,,building code,housing code,and regulations,.and.to admit authordize inspectors on premises and in building for necessary.inspections. _ , ( gn f app scant or name,'if a corporation) q i?0 Sol i b00, Ste%pAck Ny t tq� ` (Mailing address of applicant) State whether applicant is owner,lessee;'agent; architect;engineer, general contractor,*electrician,plumber or builder Arch itect Name of owner of premises Andrew T. Fohrkolb (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders-•Licen'se No. ' Plumbers License No. Electricians License No. Other Trade's License No. Location of land on which`proposed work will be done: 1335 Fleetwood Lane Cutchogue House Number Street Hamlet unty Tax Map No. 1000 Section 137• Block 4 ivision Filed Map No. (Name) /2. ,-State existing use.and occupancy,of premises-and intended use and occupancy of proposed construction: a. Existing use,and occupancy, Single Family Residential b. Intended use and occupancy Single Family Residential 3. Nature of work(check which applicable):New Building X Addition Alteration Repair Removal Demoli,in . , Other Work (Description) 4. Estimated Cost--$1,000,000 ee (tpiBd paid on filing this application) �` ' 5. If dwelling, number of dwelling units 1 Numbe r of.dwel1ing iiiutg on each floor 1, total all floors If garage, number of cars 1 6. If business, commercial or mixed occupancy, spd fy nature and.extent:of each type of use. N/A 7. Dimensions of existing structures, if any: Front 12.3' Rear 12:3' Depth 29.3' Height N/A Number of Stories 1 Dimensions of same structure with alterations or additions: Front N/A Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 39.2' J Rear 35.2' Depth 64.0' Height 29.7' Number of Stories 2 9. Size of lot: Front 31.00' Rear 125.71 Depth 329.65' (south) 268..03'.(north), 10. Date of Purchase 4/21/1992 Name of Former Owner Jonathan G. Litvany 11. Zone or use district in which premises are situated, R-40 12. Does proposed construction violate any zoning law, ordinance or regulation: Yes 13. Will lot.bexe-graded Yes :• Will:excess.fill be removed from premises: NO 14.Names of Owner of premises Andrew Fohrkolb Address Po Box 645,Mattituck,NY 11952 Phone No.., 631774-5909 Name of Architect Meryl Kramer .:,,Addres?0 Box 1600,Southold,NY 11971Phone No 631477-8736 Name of Contractor Address:,.: Phone No. 15. Is this property within 106 feet of a tidal wetland? *YES X NO ' 6 IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED '16.Provide survey,to'scale,with-accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY O �-j being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this o(a day of 20/'E) Ir Notary Public Q Signature of Applica TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2JA& FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: August 30, 2018 TO: Meryl Kramer(Fohrkolb) 1335 Fleetwood Road Cutchogue, NY 11968 Please take notice that your application dated August 22, 2018 For a permit to construct an new single family dwelling and accessorygarage at Location of property 1335 Fleetwood Road, Cutcho u�NY County Tax Map No. 1000 -Section 137 Block 4 Lot 30 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 21,255 square foot lot in the Residential R-40 district, is not permitted pursuant to Article XXII Section 280-116 A. (1), which states: "All buildings or structures located on lots upon which there exists a bluff landward of the shore or beach shall be set back not fewer than 100 feet from the to of such bluff. The construction notes a setback of 48 feet from the to of bluff, at its closest point. Furthermore, the proposed construction is not permitted pursuant to Article XXIII, Section 280-124, which states that, on lots measuring between 20,000 and 39,999 square feet in total size, the minimum single side yard setback is 15 feet and the minimum combined side yard setback is 35 feet. Following the proposed construction the dwelling will have a single side yard setback of 11 feet and a total setback of+/-22 fe . Auth Signature Note to Applica y change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: August 30, 2018 AMENDED: September 18, 2018 TO: Meryl Kramer(Fohrkolb) 1335 Fleetwood Road Cutchogue, NY 11968 Please take notice that your application dated August 22, 2018 For a permit to construct an new single family dwelling and accessory garage at Location of property 1335 Fleetwood Road, Cutchogue,NY County Tax Map No. 1000 - Section 137 Block 4 Lot 30 Is returned herewith and disapproved on the following grounds: Furthermore, the proposed construction is not permitted pursuant to Article XXIII, Section 280-124 which states that, on lots measuring between 20,000 and 39,999 square feet in total size, the minimum single side yard setback is 15 feet and the minimum combined side vard setback is 35 feet. Following the proposed construction the dwelling will have a single side yard setback of 11 feet and a total setback of+/-22 feet. T ' otice of Disa al was a ended on Sep tember 18 2018 to correct errors rem ovin the need for a `blu setback"varia e. A ignature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. 1 BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson �0�:SD�TyO 53095 Main Road•P.O.Box 1179 Patricia Acampora Southold,NY 11971-0959 Eric Dantes °J�t sc Office Location: Robert Lehnert,Jr. G: Town Annex/First Floor Nicholas Planamento 54375 Main Road(at Youngs Avenue) �ly�QUc Southold,NY 11971 http://southoldtownny.gov E E ZONING BOARD,OF APPEALS ® V TOWN OF SOUTHOLD Tel. (631) 765-1809 OCT - 6 2023 EXTENSION DETERMINATION Building Department Regular Meeting of October 5, 2023 Town of Southold ZBA FILE: 7266 NAME OF APPLICANT: Andrew Fohrkolb PROPERTY LOCATION: 1335 Fleetwood Road, Cutchogue SCTM No. 1000-137-4-30 BASIS'OF APPLICATION: Request for Variances under Article XXIII, Section 280-124; and the Building Inspector's August 30, 2018, Amended September 18, 2018 Notice of Disapproval based on an application for a permit to construct a new single family dwelling and an accessory garage, at; 1) less than the code required minimum side yard setback of 15 feet,2)less than the code required minimum total side yard setback of 35 feet; at: 1335 Fleetwood Road, Cutchogue,NY. SCTM#1000-137-4-30. DATE OF PUBLIC HEARING: April 11, 2019 This request for variances was originally Granted as Amended on April 25,2019. Martin Finnegan,Esq.,on behalf of his client,requested an extension of the Variance Relief, explaining that construction of the home was delayed by the Covid-19 pandemic,and that the applicant inadvertently overlooked the expiration date and the omission was only brought to light when a Certificate of Compliance was submitted. The request is so the Building Department has time to process and issue the final Certificate of Occupancy. RESOLUTION OF THE BOARD: A motion was offered by Member Weisman(Chairperson)seconded by Member Lehner%and duly carried, to GRANT,the applicant's request that the above cited determination be extended beginning this date, October 5,2023,and to expire on April 25,2024 per Chapter 280-146 of the.Code of the Town of Southold. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The second-floor roof deck on the main house shall remain open to the sky in perpetuity. 2. The covered deck shall remain unenclosed and shall never be turned into habitable space. 3. The roof over the covered deck shall never be used as a second-floor walkway. Vote of the Board: Ayes:Members Weisman(Chairperson),Dantes,Acampora,Planamento and Lehnert.(5-0) h- bI es ie Kan...Weisman, Chairperson Approved for filing /G / G /2023 l BOARD MEMBERS �F.S�Ur :.„ `, Southold Town Hall Leslie Kanes Weisman,Chairpersonp` D 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 1 Patricia Acampora Office Location: Eric Dantes ' �' Town Annex/First Floor, Robert Lehnert,.Jr. " :,. - .:. L 54375 Main Road(at Youngs Avenue) Southold,NY 11971 Nicholas Planamento --� , i http://southoldtownny.gov f . . ZONING BOARD OF APPEALS , TOWN OF.SOUTHOLD February 25 2020 Tel.(631).765-1809!Fax(631).765-9064 Martin Finnegan Twomey,,Latham,Kelly,Et al P.O. Box.9398 Riverhead,NY 11901 Re: De Mi 'i- Request,File#7266 1 Fohrkolb; 1335 Fleetwood Road;Cutchogue,NY SCTM No. 1000-137-4-30 .. Dear Mr.Finnegan; I am in receipt of your correspondence dated February 24,2020 requestirig-a de minimus approval for a proposed one story-detached garage. In your letter you explain_that the applicants had a foundation survey,completed after it i was poured by the mason,.and'that inadvertently,the mason,placed a small'portion of the northwest corner of the garage foundation, consisting of 0.6 sq.ft.,within the 10-foot setback. The foundation survey last revised January 20,:2020 depicts a setback of 9.4 feet. Moreover,you have ekpressed:iri'your letter that the above described discrepancy has not created any discernable impacts to the neighboring properties or surrounding community. j I reviewed your letter,foundation survey;and-the Zoning Board of Appeals determination No:7266,dated April 25, 2619. The applicant.was granted relief for less than the code required side yard and combined side yard setbacks from the:propert..•_line!for construction of a single fa niily�tlwelling and a detached garage. On September 3;:2019,the i applicant was gragtect?a de minimus approval for 1fi difcation to the dimensions of the garage resulting in an . a increase of 72 sq.. " I have determined that your request is de minimus in nature.because the changes do not increase the degree of non- conformity and upholds the intent.of ZBA•Appeal No.7266: Please submit to our office two signed and stamped site plans depicting the existing and proposed improvements 'with the aforementioned changes..Furthermore,be advised that the following conditions set forth in Appeal No. 7266 will still apply: 1.The second floor roof deck on the main house shall remain open to the sky in perpetuity. 2.The:covered deck shall remain unenclosed and shall never be turned into habitable space. 3.The roof over the covered deck shall never be used as a second-floor walkway. Contact.our'office if you have.any further questions or concerns. Twill instruct the office:to send a.copy of this i letter and your request to the Building Department. . Sinc rel ; Chairperson i cc:Michael Verity,Building Department I.1 BOARD MEMBERS � `�®U,y` ,_.. Southold Town Hall Leslie Kanes Weisman,Chairperson ,�4 o!O 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acam ra Po _ -Office Location:, Eric Dantes G • = Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD September 3,2019 Tel.(631)765-1809•Fax(631)765-9064 Martin Finnegan Attorney at Law Twomey,Latham,Kelly, Et a] P.O. Box 9398 Riverhead,NY 11901 Re: De Minimus Request,File#7266 Fohrkolb, 1335 Fleetwood Road, Cutchogue,NY SCTM No. 1000-137-4-30 Dear Mr. Finnegan; I am in receipt of your correspondence dated August 27,2019 requesting a de minimus approval for a proposed one story detached garage. In your letter you explain that the applicants have made a slight modification to the dimensions of the garage resulting in an increase of 72 sq.ft. The modification does not impact the side yard setback, and the allowable lot coverage will not be exceeded. I reviewed your letter,associated architectural renderings last revised August 27,2019,and the Zoning Board of Appeals determination No. 7266. The applicant was granted relief for less than the code required side yard and combined side yard setbacks from the property line for construction of a single family dwelling and a detached garage. You describe the modified size of the detached garage as maintaining the granted relief by the ZBA. I have determined that your request is de minimus in nature because the changes do not increase the degree of non- conformity and upholds the intent of ZBA Appeal No.7266. Please submit to our office an additional signed and stamped site plan and architectural drawings depicting the aforementioned changes (revised 8/27/2019). Furthermore, be advised that the following conditions set forth in Appeal No. 7266 will still apply: 1.The second-floor roof deck on the main house shall remain open to the sky in perpetuity. 2. The covered deck shall remain unenclosed and shall never be turned into habitable space. 3. The roof over the covered deck shall never be used as a second-floor walkway. Contact our office if you have any further questions or concerns. I will instruct the office to send a copy of this letter an:ur request to the Building Department. 3 Sine - C Le'lie Kanes Weisman alrperson cc:Michael Verity,Building Department BOARD MEMBERS 0 SOU Southold Town Hall Leslie Kanes Weisman,Chairperson �� TifO 53095 Main Road•P.O.Box 1179 �� 1p Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Cn -NC Town Annex/First Floor, Robert Lehnert,Jr. • �OQ 54375 Main Road(at Youngs Avenue) Nicholas Planamento ��CDUNT`1,� Southold,NY 11971 http://southoldtownny.gov ONING BOARD OF APPEALS RECEIVED (;* � TOWN OF SOUTHOLD & Fjta (g &qo 4M 9 el.(631)765-1809•Fax (631)765-9064 � MAY �019`� 201 , i' Sou old Town Clerk r,},1:-AJNDVdS. DELIBERATIONS AND DETERMINA ®,,,�N, OF SOU M MEETING OF APRIL 25, 2019 ZBA FILE : 7266 NAME OF APPLICANT: Andrew Fohrkolb PROPERTY LOCATION: 1335 Fleetwood Road,.Cutchogue SCTM No. 1000-137-4-30 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions,without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated December 17, 2018 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated April 9, 2019. Based upon the information provided on the LWRP Consistency Assessment Form submitted, as well as the records available, it is recommended that the proposed action is EXEMPT from Coastal Consistency Review. PROPERTY FACTS/DESCRIPTION: The subject property is an irregularly shaped 21, 225 sq. ft. parcel that abuts East Creek. The property has a 31.00 feet frontage on Pleetwood road, then runs 268.03 feet towards East Creek, the East Creek frontage is 125.71 feet, which returns 329.65 feet back towards Fleetwood Road. The property is improved with two structures, one is an existing 8 ft. by 12 ft. shed, and an existing one-story garage as shown on a survey prepared by Kenneth M. Woychuck, L.S. dated April 26, 2018. Both structures are slated for removal as pert of the project. The building envelope sits behind a bluff that goes down towards East Creek with an existing set of wood stairs, shed, catwalk, and floating dock at water level. BASIS OF APPLICATION: Request for Variances under Article XXIII, Section 280-124; and the Building Inspector's August 30, 2018, Amended September 18, 2018 Notice of Disapproval based on an application for a permit to construct a new single family dwelling and an accessory garage, at; 1) less than the code required minimum side yard setback of 15 feet,2) less than the code required minimum total side yard setback of 35 feet; at: 1335 Fleetwood Road, Cutchogue,NY. SCTM#1000-137-4-30. Page,2;Apri125, 2019 #7266, Fohrkolb SCTM No. 1000-1374=30 RELIEF REQUESTED: The applicant requests variances to construct a new single-family dwelling with a single side yard setback of 11 feet where 15 feet is required, and a variance for a 21feet combined side yard setback where a 35 feet combined side yard setback is required. ADDITIONAL INFORMATION: Testimony was given by the applicant's attorney and architect as to the proposed removal of existing structures on the subject property and the siting of a proposed new dwelling and accessory garage he They also reviewed the history of the property, explaining that there was once a single- family residence and accessory garage on the subject parcel. The dwelling was destroyed in a fire in 1984, leaving just the accessory garage that is still in use. In the same year, a permit was issued to demolish the fire damaged dwelling. Questions were asked about the proposed septic system, and the need for a new IA advanced septic system. Aerial photographs were presented showing the neighboring properties and both written and oral testimony was given by the surrounding neighbors of the property in support of the project. AMENDED RELIEF: The Notice of Disapproval, dated September 18, 2018, indicated the proposed construction to be setback 11 feet from the single side yard, with a 22 feet combined side yard setback. During the public hearing, the Board discussed with the applicant's'attorney that.the survey shows the closest setback from the single side yard.to be 10 feet not 11 feet and the,applicant's representative confirmed that the relief being sought is for a 10 feet single side yard and 21 feet combined side yard. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on April 11, 2019 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment-to-nearby properties. The Fleets Neck neighborhood is-characterized-by -- similar size dwellings with similar shaped narrow lots. Aerial photographs presented to the Board confirm that the neighboring dwellings are constructed on narrow lots with minimal side yard setbacks. This proposed residence will be in keeping with the existing character of the neighborhood. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The proposed location of the house is respecting the front and rear (waterfront) setbacks, but side yard relief would be needed for almost any proposed structure on the site, given how narrow the width is. It is of note that only a small part of the house, and a portion of the garage require setback relief due to the triangular shape of the property. 3. Town Law 4267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing a 33%relief for the single side yard setback, and a 40% relief for the combined side yard setbacks. However, only 71.9 sq. ft. of the proposed residence lies within the non-conforming side yard setback, and the remaining relief applies to a covered'walkway and a portion of the garage for a total of 400 square feet needing relief. 4. Town Law §267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The proposed residence is in a conforming location as per the bluff setback. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and the conditions set forth by this board. Page 3;April 25, 2019 #7266, Fohrkolb SCTM No. 1000-137-4-30 5. Town Law �267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. Due to the irregular shape of the parcel, it would be very difficult to fit a house that is in character with the surrounding neighborhood on the property without variance relief. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a single-family residence while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Lehnert, seconded by Member Planamento, and duly carried,to GRANT the variances as AMENDED FOR A SINGLE SIDE YARD SETBACK OF 10 FEET AND A COMBINED SIDE YARD SETBACK OF 21 FEET as shown on architectural plans (Pages A-001, A-101, A102,A-200 and A-201)prepared by Meryl Kramer,R.A., dated August 22, 2019. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The second-floor roof deck on the main house shall remain open to the sky in perpetuity. 2. The covered deck shall remain unenclosed and shall never be turned into habitable space. 3. The roof over the covered deck shall never be used as a second-floor walkway. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit and may require a new application and public hearing before the Zoning Board dfAppeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformilies under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map.has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon Page.4;April 25, 2019 #7266, Fohrkolb SCTM No. 1000-137-4-30 written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1) year terms. Vote of the Board: Ayes: Members Weisman (Chairperson), Planamento, Acampora and Lehnert. (4-0) (Member Dantes was absent) Leslie Ka es Weisman, Chairperson Approved for filing /2019 RECEMD Twomey 05 Latham --t la-U4 SHEA, KELLiEY, DUBIN & QUARTARARO, LLP AUG 292915 _ t Zoning BOM Of Appeals m rinneganiiusuffolklaw.conl Extension 265 Thomas A Twomey,Jr Direct Fax: (631)574-1258 (1945-2D14) Stephen B.Latham John F Shea,III Kelley David August 27, 2019 David M..Dubin •. Jay P Quartararo•t Peter M Mott Janice L.Snead By Hand Anne Marie Goodale Bryan C.Van Cott O Kathryn Dalli Laura I Dunathan Ms. Leslie Kanes Weisman, Chairperson Patrick B.Fife Zoning Board of Appeals Martin D.Finnegan O Reza Ebrahimi Town of Southold Jeffreyw.Pagano ■ P.O BOX 1179 Bryan J.Drago Southold,NY 11971-0959 Bernadette E.Tuthill Craig H Handler Re: Area Variance Application of Andrew T.Fohrkolb Alexandra Halsey-Storch MelissaS.Doris Premises: 1335 Fleetwood Road, Cutchogue,NY Katenna Gnnko Lorraine Paceleo SCTM#1000-137-4-30 Terrence Russell Daniel R Bernard to Christina M.Noon Dear Chairperson Weisman and Members of the Board: OF COUNSEL The above referenced side yard area variance relief was granted by the Lisa Clare Kombnnk Kevin M Fox Zoning Board of Appeal on April 25, 2019 by way of Determination 7266 of Kelly E Kinirons 2019. The Applicants have since made a sligTht=modiflca�ion to theme Karen A Hoeg Patricia J Russell 1z� dimensnjDf-tlie-garage resultitrgan_iricreao-of 72 Square feet. The Jennifer P Nigro ♦ r o7 p y �mcsdifrcativ_rt does_nofim act= e.side�.arm_setback�and--hc---al_itVabl_e�Ibt + NY&,A BARS N cowr—age-ismorexaeeddd- We are requesting that the ZBA approve this t LL M IN TAXATION modification as a de minimis change. A copy of the revised site plan is ♦ NY&NJ BARS O NY NJ&PA BARS attached for your review. Please let me know if you have any questions or ■ NY.NJ&00 BARS NY,NJ&FL BARB require any further information to process this request. Main Office 33 West Second St. Thank you for your consideration. P.O.Box 9398 Riverhead,NY 11901 Ve s, 631.727.21 BO suffolklaw.00m Martin innegan MDF/as Enclosures cc: Andrew T. Fohrkolb(via email) ! I AREA CALCULATIONS Issue Date: $e•, 3WI19 Trus—Swmmelon OQ LOr.COVERAGE: arzlns PROGREss r.OG Based on uplaM area lendweld of Cren oft,tufL 14.570d 7/Ltn9 Pr4yreF6-ST6 RMrn aW09 Emagc4 Gvage O EXISTING LOT COVERAGE BLDG.WITH SHOWER 356 sf EXISTING WATER LINE SHED TOWS 454 sf(31%) 1 �.. O _ \ Fj(ISTING PROPOSED LOT COVERAGE _ ELECTRICSERWCE SSTORY STORY YFRAMED DWELLING 1786sf v / _ _ \ OVER WOOD DECK&MASONRY SURFACES- 673 sf O�. ./r -_-_ "\„ flOPoSED GENERATOR GARAGE- 435 sf ,• ` r````\� PROPOSED I STORY ROOF PROPOSED PR POSED MASONRY LANDING ON GRADE TOTAL 2,896d 4F'� O 0' ' ' , 3'x4.5'TRASHENCLOSURE O/ -... j \ �\ OVER WOOD STEPS 10X4.5'MECHANIG4L ENCLOSURE TOOLL LOTARFA- 21.255 sf — �.. _ ,•' - - - '\ &MASONRYLANDING ON GRADE BURDABLE LAND. 14.570 sf ALLCYW\O \rTj/ - 8'x4.5'OUTDOOR SHOWER LE _ 4 PROPOSEDSSTORY ROOF PROPOSED RETAINING WILL PROPOSED LOrDwERADE- u9B af(19.896) OVER WOOD DECK AREAOFDISRIRBANCE 1L90D sf r�CN E7ECT \" PROPOSED STEPPING STONES ON GRADE EXISTING WELL TO BE / I IXP. I //! t'��/r \ N\\.. •`\.`7a025 PROPOSED DRYWELL PROPOSED 6.5'z23'15TORY PORTION OF DWELLING Od ABANDONED / 8'DIA zS' _J_JJJ/// PROPOSED 6X6.5'I5fORY PORCH ROOF EXISTING ELECTRIC METER �� '�. ` �� ti is S• �,\�, �.' 8 03,1 OVER MASONRYWALKWAYON GRADE a1�� &ISOUING I STORY SHOWER STRUCTURE STATE OF�.\ 1STORY \\ sw3=o klj\ T DETACHED GA \ TO BE REMOVED PROPOSED PERVIOUS GRAVEL PAD 1��•:Y / \ (F.F.30.0 PROPOSED MASONRY BORDER ON-GRADE PROPOSED 1 A) 2SB; o DSO• S '-F / �R/J O PROPOSED MASONRY WALKWAYONGRAOE 1 +1 PERVIOUS DRIVEWAY / \ T'•10' RE LOCATED DRYWELL os;.. `'h .!.•_. \ � .. _ I " fig II Drawing legend: ( ) H - ry \ \\ �F1-T% AS DELINEATED BOUNDARY r____a wan TO Be Remore4 8'DIA.z B'MIN. � 'COL `r �'•' O \� I 1 AS DEONEATm BY Wan To nemaln EXISTING DRYWELL ENLARGED`. \\\� Ar O:- / //�/ \�` \ 1 ENCONSULTANTS,MARCH 27,2018 TO BE RELOCATED �' PORTION f ; ` O New Wall PROPOSED -\ / \�\ I \ +1 _-_-__- Lines AEma STEPPING STONES ON-GRADE 3B ,AO,' //% ` ___________, �\�1 ` Lines SO- P OPOSED `•\,`•� N I"A ry^l • //� ��\ 1 ----.-.- Guiae6res 4 BEDROOM SANITARY SYSTEM `\ C �- ,+ .,'. ��:. O'. \ / 1' --.-..-_-_Farce 1250 GAL S.T.w/(1)8'DIA x 12'DEEP L.P. `t T,' �/ .a _ il) PROPOSED � / I O PROPOSED MASONRY WALNwAY 7g /, ON GRADE "MIN. 2STOR EXISTING Q . , FRAMED DWELLING MASONRY RETAINING WALL TO REMAIN �\ F.F.32.2) m' •� �� /// ( 1 I I sea�onX PROPOSED �1—,1 Sheet 0.Xu 4 BEDROOM SEPTIC SYSTEM �/ P Oj • 1 //�// Ilm 11 I I I Onan Tag GEOTHERMALWELL FIELD CONSISTING OF IO �q / / A TOTAL OF FIVE(5)BORES ATA DEPM OF 310' T I 13 I (`.tom- Devatron rag EXISTING 8X12.2' `S' / //�' HORIZONTAL PIPING TO BEATA DEPTH OF 54' I� 1^12 15TORY SHED V^' TO BE REMOVED \ // /' &SHALL BE PIPED IN A REVERSE RETURN I C CONFIGURATION. I T ! PROPOSED 4X15' ss ry0 \ :: "// If+i ! I zOx Interar 1 STORY PORTION OF DWELLINGEbvaUon Tag 13e N / / / IA I " ! I DRAINAGE CALCULATIONS (A)PROPOSED HOUSE W/COVERED PORCHES,CELLAR ENTRANCE, �rJ12 SHOWER AND STORAGE Z635 Sf ROA 634Ull-EQO=BE (2)8'DU.X 6'DEEP DRIG ELLS-442 d PROVIDED (B)PROPOSED GARAGE 435 sf 435 XO.166 a 72 d REQUIRED PROPOSED 4X20'BASEMENT--- I OPOSED ( I C)PROPOSED DRIVEWAY:1470 sf ACCESS STAIR {'�/P y0 WIOA ! ! N s a Y L • a A F+ C a 1470XO166m244 dRE0U1RED / \\ \. , ]- UFR�'^ i ! I I z r e k l t e r 1 TOTAL(B&'6-316 d REQUIRED PROPOSED 4X36'1 STORY ROOF Lu OVER MASONRY PATIO ON GRADE ( ' (1)B'DWXIBDESPORYN21L-354d PROVIDED / -\� • ��//�y I ! I� PROPOSED DRYWELL � 1I- /// I I 760 HO RT0 NS LANE 8'DIAxS' `�\ iN i ! ± I W fr POST OFFICE BOX 1600 PROPOSED MASONRY PATIO C •�� f}b / 1 O U SOUTHOLD, NY I 1971 ON GRADE 'WIDE PATH TO STAIRS i ! I(V 6 3 I -1 71 - B 7 3 6 EXISTING S\NITARYTO BEABANDONED �j \ �\ / /�/ ! I M Co m t a r c n i t e c t.c o m AND BACK FILLED WITH CLEAN COARSE SAND / Lu R ' F \`\ MST.WOOD STAIRS I ! I II I PROPOSED CEDAR HEDGES / / I ! ! I 1.335 FR TO REMAIN 1335 Fleetwood Rd. PROPOSED PROTECT LIMITING SILT FENCE CutChogue NY 11935 SCTMN 1000-137-04-30 1\` I ! I 1 FLOAi Site Plan BASE MAP INFORMATION WED UPON SURVEY \` I EXIST CATWALK I T Scale:1"=10'-0" BYKENNETH M.WOYCHUK LAND SURVEYING,PLLC N.YS.IISC.NO.050882.DATED MARCH 18,2019 \ / I H CEI IVED �a�c ! I F G292111 Oard OT AOOeals SCALE:AS Noted _ FINAL MXIZ b i REVIEWED BY ZBA SEE DECISION 9 A-001 DATED_I I J 2019 Meryl Kramer ArcMlecl wrV•+tr.,...a 1 1 A 1 A302 A301 .yp A300 Issue Date: SAW. PW—•STS Revmw -11f9 PROGRESS MTG 7=: Progress-STS Ro owil EelargM Garage y �iV KRA , 1r a Y 97• 1�-1D7 ————————— — -----� 0 ieo e LINE OF —WOOD STEPS ABOVE LINE OF I— � -----------WOOD KA DECBOVE 1---- I I '�pELO'YF` OVA-- ////............... .......... /'/,i',i%/i%%////i%/•%//%i. .:,. Drexing Legenk r_==_ mil ToBeRere— I --_---_ LINE OF MASONRY WALKWAY ABOVE --- elafl To Remain New Wan 20 .r i I I O New FouMano1Wag ur-Anmo oI I ——— I UKea Below wI I I Fell, % I' MECHANICAL i I ---..-..-_ I I I pty fOf floor Tag ;I I Ia Ia UP MECHANICAL I I I I ST/ ORAGE RWN jDTo" Io V` I I �" UNFINISHED oIW SHOWER I I f0 Wlyd-Tag / o ABOVE o I V I I� I I 2D , SeNorx. z sneetaxxz Io BATH ———UNIE'0_F SQFFItABDVE———�. I TILE MOOR BENCH I I O I I I ❑ _ -----.�-------- Oegll Tag //,•/' FLOQ'R'r'� I_——J L J L—J I—— �NEN -_ Elevatbn Teg FLOOR,' , , •FL RAMP ON HALLNESTIBULE•I osEr CL C bP N SPAN I' 54x41PE DECKI ---- ---- I _/ JIG LINE OF SOFFlT ABOVE •O PREFABRICATED SPA UNIT ON REMOVABLE FLOOR PANEL K In[eMrElevatlon Tag 5/4x4 IPEDECKING ON REMOVABLE FLOOR PANELS /LINE OF WGOD DECK ABOVE/ S aLa finish Floor __ , (--a-fo.8)T.B.D.IN FlFID I r--7]NE'OF W pOD5TEP5ABOVE" l BASEMENT BEDROOM POLISHED CONC.FLOOR WOOD FLOOR ..::.••: ///..:,.::i..../.:/::•//:..:,../ /:/// I M E R T L K R A M C R A-303 \Y ELY.(21.81)——— L------------------- ————————————————J I 160 MORTO NS LANE �L I POST OFFICE BOX 1600 I SOU THOLD, NY 11111 l 1 17 7 g 7 3 6 m karcn i{e cf. LINE OF MASONRY WALKWAYABOVE -- /�%: %/�:'T -/////� /// -�/ .. •• ... _.- c o m jWIN./ W L GP STAIR WELL I I I UNE OF MASONRY PATIO ABOVE . , , I 20 1335 FR 1.335 Fleetwood Rd. Cutchogue NY 11935 SCTM#1000-137-04.30 �/V Basement Plan [Basement FI?or Plan / /l "RE— �. Scale:l/4'=1'-0' /a&G , AUG 2 U L ning ODaro Or2019 ADPmIs SCALE:As Noted FINAL MAP REVIEWED BY ZBA /� SEE DECISION#] A-1 00 i 2 DATED_ — '�qt' 1'- C 2019 Meryl KramerArchitmt ..cT,..wwwa 4 1 A 702 A301 Ado A-3o0 Issue Date, §gl' 9119/1e Regress•STSnMew i921/19 PROGROSSMTG 7k9/19 Rogress-STS-- 51��yDY.RCh Q' 0 a o1�-t0 WOOD STEPS `I 'C OF N� TRASH EQUIPMENT ENCLOSURE .—..It OWER i IDruMng Lagend: Wall TOBe Remmd 0 WA TO Remain zo MUDROOM I WALKWAY o New Feenrodnn wall D TILE FLOOR I ON GRADE — U—A.. �pVE i •—•----- Guidelines UNEOF LLLI I POWDER I� __—.__.._ Ferree UP 8.0'x3.s' ❑o ________ I I O Oow Tog i I DN s OPEN PLANTING BED 10 window Tag PLANTING BED TO I OPEN TO ABOVE 3 eELow ENTRY HALL±�HE I I I I NEOF DNE OFF 20 Se x 1 WOOD FLOOR 1 -00 3 � OPEN TO ABOVE I• I �I Shecl.4xAt °PEN TO ABOVE FLOOR ABOVE FLOORABOVE 1--1 4 IN I I —__— I I ——— -- I Detail Tog wI I NE OF SOFFlT J NE OF SOFFR1 Ekvatbn Tag VVET BAR WINDO SEAT — UI IbWaodl COVERED WOOD DECK allIASI ... .. 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Cutchogue NY 11935 SCTMN 1000-137-04-30 N First Floor Plan First Floor Plan D! i Scale:l/4'=i'-0' �7�c(oC, AUG 2 220I9 Znning B..OrA DDeals SCALE:As Noted FINAL MAP REVIEWED BY ZBA A-101 L ZeN SEE DECISION# 200 DATED / / 0 2019 Meryl W—Architect / ° 1 1 1 20 A300 Issue Date- : A302 A301 9n911e Pngress-STSPM WGE PROGRESS IATG 72Y19 Progress-STS Rawew B�Zln9 ENargcE Gara9q SD ARCM 9 1s-KRaN 1 4Y 4eoM1 i0 9TF F NEB Drawing LegeM: WallToeeR- 0 WaRro Remain 4 New Well -20 O New F..R Wn Wall -------Lines ADove Unesa.- ISTAIR HALL BALCONY ----- GuIdOI— t — — — Wool)FLOOR vARaew ra OPENTO 3 ws 8 BELOW seguon x OPEN TO BELOW ------------- _OPEN TO BELOW SheethJIX% 1©=YIL I Detail rag LINEN l L.mY Dewtlon Tag Finish Serond Floor I `cs�� GUES BA W.I.C. .O a hrcerbr Elevallon Tag ] TILE FL R WOOD FLOOR STEEL BAH AWNWG W/D M. T I BELOW -_ STACK ❑ TILE FLOOR TV _ 1 _ MASTER BEDROOM _L— WOOD FLOOR 1 rI I MASTER DEN I � CATHEDRAL CEILING GUEST�BEDROOM T WOOD FLOOR A3D3 u E R Y L R R A r ;R a \YOOD FLOOR —I+_ � � • • • ^ i • • 20 2 art— 160 HORTO16 LANE ]:J0 H PO 1STOFFICE BOX 1601 — SO UTMOLD. NY19 L J ❑ 6 3 4 77 • R.7 o m O O mk.r-c hit ec tc DRAINS BELOW DECKING PROVIDE REMOVABLE FLOOR PANELS TERRACE 5/41C41PE WOOD DECKING _ 2 20 1335 FR 1335 Fleetwood Rd. Cutchogue NY 11935 SCTM#1000-137-04-30 IVcond Floor Plan [{EiVEp 2 SDCorldFloorPlan LAUG g�' ' 2 9 2919Boaro 0l Appeals SCALE:As Noted FINAL MAP REVIEWED BYZBA A-102 2 SEE DECISION# zoo DATED_ T 1=/� O 2019 MeM Kramer Architect .rwEuc...... . •ii ,� 6. 1 '••�" i'1 � .� 1"' ;:y1 1 Ir ,�i 1 f I"(•• .:l'''fi �r.51 r� i-•` a% 'y M(mi,P'.F^.nR.nyrmnn.mmn.?rW.4nmgl7Mk mmnR4S'a9D•T•'�prNn=i.mnq.mQnu,VMnQ•nmmi m^im9,m(gg^n •iM:nTrnTCP'(^(ar^.7{'Tnnm'];t.R.nmmnmm+unm.i?m,�VNmyn.ry.�.m.Sr('CT^LM}Cuq�_/4. .� 1U BOARD OF SOUTHOLD TOWN TRUSTEES ; `- SOUTHOLD,NEW YORK �- :. PERMIT NO.9465 DATE: MAY 15,2019 ~ •i '.¢ •f ISSUED TO: ANDREW FOHRKOLB ~'} f PROPERTY ADDRESS: 1335 FLEETWOOD ROAD,CUTCHOGUE •, SCTM#1000-137-4-30 e AUTHORIZATION Y +y Pursuant to the provisions of Chapter 275 of the,Town Code of the Town of Southold and in ` accordance with the Resolution of the Board of Trustees adopted at the meeting held on May 15,2019,and in ~t. consideration of application fee in the sum of$250..00 paid by Andrew Fohrkolb-and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: j Wetland Permit to demolish and remove existing one-story building and outdoor shower; r 5t construct approximately 1,788sq.ft. 1 &2 story,single-family dwelling with 39sq.ft.and 65sq.ft. roofed over patios,exterior basement entrance,569sq.ft.covered deck,and 363 sq.ft.garage; ;? = install 95sq.ft.enclosure for outdoor shower,trash,and mechanical equipment; install 437sq.ft. '•'' on-grade masonry walkway/patio and 194sq.ft.pervious gravel patio on waterside of house; :• E install 76 sq.ft.on-grade masonry landing,3'wide stepping stone walkway,and 3' high retaining wall on north side of.house; remove/abandon existing sanitary system located with Chapter 275 jurisdiction and install new sanitary system outside Chapter 275 jurisdiction; r= install a drainage system of leaders;gutters,and drywells; install a closed loop geothermal well "= E field; and establish and perpetually maintain a 10'wide non-turf buffer adjacent to top of bluff, - { •` , t leaving a 4'wide pathway through buffer to access existing bluff stairway;with the condition that the non-turf buffer be planted with native vegetation; and that all existing trees seaward of :vf 1 the structure remain; and as depicted on the site plan prepared by Meryl Kramer Architect, dated March 27,2019 and stamped approved on May 15,2019. e IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Sea]to be affixed, $; €; Y rP fh and these presents to be subscribed by a majority of the said Board as of the 15 day of May,2019, y� . co , K k tL=�_ € ' �:'�iu,u...u✓- _a•3 C•.n.:..GUirA•ta+.,v.+:rSY.. Slfiudav?ninw m•intM.uu••3�(rL'•iu•.u. �.Y.ivu^wuuiPiiw•AS.vc�tu•.Jam•L.ivuio.Nr�,...uiui.•Nu4i.i.•tn...•vru"nv L'un.:n.uTFno•uS4.%a..Y� —.u _. �- ``aJ" _ f o :'w�/• _ � — S.y - — 'vas =° ° `, f '� 'c£;,J •;..a �� ...,,. '•ern n.d' ^�� .., '"w f The Permittee Andrew Fohrkolb residing at 1335 Fleetwood Road, Cutchogue, New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages,or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit,and the said Permittee will,at his or her own expense,defend any and all such suits initiated by third parties,and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved, but should circumstances warrant,request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents,and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized,or if,in the opinion of the Board of Trustees,the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. Town Hall Annex Glenn Goldsmith,President �0�SQUTy A.Nicholas Krupski,Vice President 54375 Route 25 o. P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly G Q Telephone(631)765-1892 (f1 (� W izfet eples D • �� Fax(631)765-6641 DU L� S E P 1 8 2023 BOARD OF TOWN TRUSTEES Buliding Department TOWN OF SOUTHOLD Town of Southold CERTIFICATE OF COMPLIANCE 2079C Date: September 13, 2023 THIS CERTIFIES that the demolition and removal of existine one-story building and outdoor shower:construct approximately 1788sq fi 1 &2 story,single family dwelling with 399q_ft and 65sn ft.roofed over-patios exterior basement entrance.569sa.ft. covered deck 'and 363 sa ft.garage•install 95aa ft•enclosure for outdoor shower trash,and mechanical equipment:install 437sg ft on grade masonry walkway/natio and 194sq ft pervious gravel patio on waterside of house:and 47sa.ft.grade-level concrete,Vad•surrounded by approximately 371f of 3'high concrete retaining wall install 76 sq ft on-grade masonry landih g.3' ivide'steppingstone walkway,and 3''high'retaining wall on north side of house:existing 92sg.ft.grade-level masonry patio:and adjacent stepping_stones:removelabandon existingsanit system located with Cha ter 275 Jurisdiction and install new saniLaa system'outside Chapter 275gtrisdiction•install a drainage system of leaders gutters and drvwells:install a closed loop aeothermal well field;and-establish and ncl:etually maintain a 10'wide non-turf buffer adjacent to top of bluff.leaving a 4"wide pathway through buffer to access existing bluff stairway,with the condition that the non-turf buffer be planted with native vegetation:and'that all existing trees seaward of the structure remain: At 1335 Fleetwood Road.Cutch_oeuc Suffolk County Tax Map#1000-137-4-30 Conforms to the application for a Trustees Permit heretofore filed in this office Dated March.29,2018 pursuant to which Trustees Wetland Permit#9465 Dated May 15,2019,was issued and Amended on September 13.2023 and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for demolition and removal of-existing one-story building and outdoor shower:construct approximately i 788sq ft. I &2—story, single-family dwelling with 39sa ft and 65sg ft roofed over patios exterior basement entrance 569sg ft covered deck and 363 sq ft garage•install 95sq ft enclosure'for outdoor shower.trash.and mechanical equipmeng.install 437sg ft on grade masonry%vakway/patio and 194sa fl pervious gravel patio on waterside of house:and 47sq ft grade level concrete pad:surrounded by apgroklmately 371f of 3'high concrete retaining wall:install 76 gg-A.on-grade masonry landing 3'wide'stepping stone walkway and 3'high retaining wall on north side of house;existing 92sa ft grade-level .masonry patio:and adjacent steppingstones, 275.tu ones:remove/abandon existing sanitary system located. Chapter risdicuon and install new sanitary system outside Chapter 275 jurisdiction dry install a drainage system of leaders.gutters.and wells:install_a closed loob'geothermal well field•and establish and pernetually maintain a 10'wide non-turf buffer adjacent to top of bluff, leaving a 4'wide°pathway through buffer to access existing bluff stairway with the condition that the non-turf buffer be planted with native vegetation-and that all existine trees seaward of the structure remain: The certificate is issued to Andrew Fohrkolb owner of the aforesaid pro erty. 41.— 4 Authorized Signature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY @ Stony Brook.50 Circle Road,Stony Brook,NY 11790 . P:(631)444-03651 F:(631)444-0360 www.dec.nygov LETTER OF NO JURISDICTION March 12, 2019 Mr. Andrew Fohrkolb P.O. Box 645 Mattituck, N.Y. 11952 _.Re:_- ,_UP.A.#1 A7._38-0109510Q003 Facility: 1355 Fleetwood Road, Cutchogue, N.Y. SCTM#1000-137-44-30 Dear Mr. Fohrkolb: B.ased.o.n.the..inforrnation you have submitted the Department of Environmental Conservation (DEC) has determined that the property'landward of the "top of bluff" line, elevation greater• than 25.8', as shown on the survey prepared by Kenneth M. Woychuk, LLS dated 4/26/2018, last revised 2/21/2019, is beyond Tidal Wetlands Act (Article 25)jurisdiction. Therefore, in accordance-with the current Tidal Wetlands Land Use Regulations (6NYCRR.Part 661) no permit is.required. (DEP-ARNO) Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal-wetlands jurisdictional boundary, as indicated above, without a . permit. It is your responsibility to ensure that all precautions are taken to prevent any. ' sedimentation or other alteration or disturbance to the ground surface or vegetation within Article 25 jurisdiction which may result-from your project. Such.precautions may include _ maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20'wide construction area) or erecting a temporary fence', barrier, or hale bay berm. Please note that this letter does not relieve you of the responsibility�of obtaining any necessary permits or approvals from other agencies or local.municipalities. Sic ely, san Ackerman Deputy Regional Permit Administrator cc: En-Consultants, BMHP, File 1 MY10 Department of ST TE OF arFaRniwTT Environmental Conservation V -, BUILDING DEPARTMENT- Electrical Inspector o , ..: Gy �•� TOWN OF SOUTHOLD cm Z,O�°' Town Hall Annex - 54375 Main Road - PO Box 1179 co Southold, New York 11971-0959 ;Telephone (631) 765-1802 - FAX (631) 765-9502 Ol " ''�� -°•i' _:.rdgerr(cDsoutholdtownny.gov - seand(a-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: r, �— Name: COS License No.: /�.p6,_A� email: gn o cc Address: o C) © 30 -".S -- Phone No.: rg2,Sa 6ScX JOB SITE INFORMATION (All Information Required) Name: Address: Cross Street: Phone No.: a _ , Bldg.Permit#: Z/ �6 email: Tax Map District: 1000 Section: Block: © Lot: �p BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: CIES / NO Issued On �aS 1°1 Temp Information: (All information required) Service SiOPh 3 Ph Size: !�6p A # Meters�_ Old Meter# 7New:S:e�rv:ic>e - ire Reconnect - Flood Reconnect - Service Reconnected 4Undergroun Overhead # Underground Lateral 1 2 H Fram Pole Work done on Service? Y N f; Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Formals CJO OG, Telephone 631. 765-1802 Town.Hall Annex ,-� ;� • �y�; � P ( ) 54375 Main Road ,' Fax.(631)765-9502 P.O. Box 1179 0 Southold, NY 11971-0959 �Q }j BUILDING.DEP_ARTMENT NOTICE OF UTILIZATION.OF TRUSS TYPE'CONSTRUCTION, PRE-ENGINEERED. WOOD CONSTRUCTIONANWOR TIMSER-CONSTRUCTION. Date: September 16 , 2019 Owner: Andrew_T__Fohrkolb . Location of Property:• 1335 Fleetwood Road, Cutchogue, NY Please take notice that the (check applicable line): X New commercial or residential structure Addition to existing.commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed-at the subject property reference above will utilize (check applicable line): Truss type construction (TT) X Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders.and beams (F) _ Roof framing (R) X Floor and roof framing (FR) Signature: i� Name (person submitting s form): . Meryl Kramer, Architect Capacity(check applicable line): Owner X Owner representative TrussRegl5.docx Effective 1/1/2015 6" :D-IAWETER REFLECTIVE WHITE REFLECTIVE-RED PANTONE 18-7 STROKE The construction type designation shall.be 661111 aAll»I 661110y, ASIV"or Aiv" to indicate the construction classification of the structure under DESIGNATION FOR STRUCTURAL section 602 of the BCNYS COMPONENTS THAT ARE OF TRUSS TYPE- CONSTRUCTION ■ KF91 FLOOR FRAMING, INCLUDING ■ ■ GIRDERS AND BEAMS ■ ■ -- - -- - - «R�� ROOF FRAMING ii _7'1 ., FR -FLOOR-AND. ROOF FRAMING STANDARDS AND-CODES Scptt'A. Russell ,��°s� '� ST01[b..MWA\T]ER. SUPERVISOR � 2 MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 y (� 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold �1 CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES TUTS PROJECT INVOLVE ANY OF THE liOLWWINCx: Yes No (CHECK ALL THAT "PLY) [Z]0 A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑© B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑© C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ✓❑❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑© E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. 0❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan 16-and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date District NAME: Jonathan etze 137 04 30 9/6/2019 Section Block Lot (Sks.t ) ****FOR BUILDING DEPARTMENT USE ONLY�* Contact In tion. 631-209-2410 Mkpb.-N—bal Reviewed By Date: - - - - - - - - Property Address/Location of Construction Work: — — — — 1335 Fleetwood Rd Approved for processing Building Permit. Stormwater Management Control Plan Not Required. Cutchogue NY, 11935 Stormwater Management Control Plan is Required. 11 1 1 L 61(Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 APPLICANT: S.C.T.M.*: 1000R. CHAPTER 236 (Property Owner,l Professioant,Agent,Contractor,Other) ® --r. by 4- Jonathan Paetzel 137 04 30 Stormwater Management Control Plan CHECK LIST N E: Sectton Block Lot z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. 631-209-2410 Date:9/6/20,�9 � � * The applicant must provide a Complete Explanation and/or Reason for not providing all Information that has been Required by the following Checklist! �e re 7'Nephone Numben 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: YES NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location& Description of Property Boundaries ,/ 0 b. Total Site Acreage. 0� c. Existing-Natural & Man Made Features within 500 L.F. Not all information up to 500'outside the property boundary is known of the Site Boundary as required by§236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 0 All proposed structures are at least 20 vertical feet above groundwater e. Limits of Clearing &Area of Proposed Land Disturbance. ✓ I0 f. Existing& Proposed Contours of the Site (Minimum 2 Intervals) g. Location of all existing& proposed structures, roads, driveways,sidewalks, drainage improvements&utilities. h. Spot Grades& Finish Floor Elevations for all existing& proposed structures. ✓ 1. Location of proposed Swimming Pool and discharge ring. There is no proposed swimming pool j. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). �/ 0 1. Location of proposed concrete washout area(s). 00 M. Location of all proposed erosion&sediment control measures. 7700 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch 00 rainfall/storm event. 3. Details&Sectional Drawings for Stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. 0 b. Construction Entrance& Site Access. 00 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e. .infiltration basins,swales,etc.) * FOR ENGINEERING DEPARTMENT USE ONLY i El Additional Information is Required. Reviewed& ! Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: ! SMCP has been approved by the Engineering Department. FORM 11 SWCP Check List-TOS MAY 2014 M E R Y L K R A M E R a r c h i t .e c t z 6 0 H O R T O N S LANE. September.23,2019 POST OFFICE B O x 1 6 0 o Southold Town Building Dept, . SOUTHOLD, NY 1 1971 53095 Main Road P.O.Box 1179 6 3 1 4 7 7 - s 7 3 6 Southold,NY 11971-0959 m k a r c h i t e c t c o m RE:, Fohrkolb Residence 1335 Fleetwood Rd,Cutchogue . To Whom It May Concern: I am writing this letter to notify you that there is currently no gas service on the isubject property. There is currently a 200 amp electrical service which will be utiliied during construction. Glen's Electric is filing an-application for that service. If you hav bons,please do not hesitate to call'me. Si ME/R I ti M I . P Cc: ohrkolb f i 0 1 ELEAndrew T. Fohrkolb t / ? 745 Love La. S E P 2 0 2019 - P.O. Box 645 Mattituck,N.Y. 11952 Re. 1335 Fleetwood rd. Cutchogue To - Building Department, Town of Southold Dear Sirs, There is currently no gas service on the subject property. There is currently a 200 AMP electrical service which we will request to be utilized during construction. Glen's Electric is filing an application with your office for same. espectfully, Q W drew T. Fohrkolb P LJ F EB 1 7 2021 --,.' M E R Y L K R A M E R a, „,ti -s.•� a r c h i t e c t 2 6 0 HORTONS LANE February 17,2021 POST OFFICE BOX 1 6 0 0 Town of Southold Building Department S,OUTHOLD, NY 1 1971 Town Hall Annex PO Box 1179 6 3 1 4 7 7 - B 7 3 6 Southold, NY 11971 m k a r r h i t P r t r n m Mike Verity- Chief Building Inspector Re:1335 Fleetwood Rd. -Building Permit Extension Dear Mike, We are requesting a six-month extension of building permit#44226 for 1335 Fleetwood Rd,Cutchogue. The original expiration date for the project was 3/28/21. Please confirm the new expiration date once the extension is granted. Thank you and please reach out to our office should you need any other information. Sincerely, Meryl R. Kramer,AIA pF SOUlyol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 • �O OOU01 BUILDING DEPARTMENT TOWN OF SOUTHOLD STOP WORK ORDER TO: Andrew Fohrkolb P.O. Box 645 Mattituck, New York 11952 YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 1335 Fleetwood Road, Cutchogue, New York S.C.T.M. 1000-137-4-30 Pursuant to Section 144-8, of the Code of the Town of Southold, New York, you are notified to immediately suspend all work and activities until this order has been rescinded. BASIS OF STOP WORK ORDER: Foundation installed too close to lot line under BP 44226, issued 9/27/2019 CONDITIONS UNDER WHICH WORK MAY BE RESUMED: When the Zoning Board of Appeals and the Building Dept. have issued approvals for the location of the foundation. Failure to remedy the conditions aforesaid and to comply with the applicable provisions of law may constitute an offense punishable by fine or imprisonment or both. DATED: 2/12/2020 John J Jarski eni B i ing I pecto (C Ma ) tit J AN 1 9 2022 ��Ye'�#aiTL DEFT. OF SCE�;�n'FOLD ��1• '��• 5VIL Drainage Calculations and Structure Schedule L E G E N D Drainage 1335 FR LLC Structure Size Elevation Invert In Invert Out PROPERTY LINE RESIDENCE PROPOSED /TRENCH DRA House wosed PROPOSED Pro Covered Porches Cellar Entry,Shower+Storage(2,635 sf @ 100%) IN p PIPED TO DRYWELL :' WATER METER EXISTING TREE TO REMAIN 1335 FLEETWOOD ROAD -SEE DETAIL 5 ! 2,635 SF x 2" rainfall (.167) =437.4 CF/8'Dia. Drywel I (42.29)=10.34'depth req'd Cutchogue, New York PROPOSED ! _� ` ""'�. DW-1 8'Dia x 6'depth CONSTRUCTION ACCESS DETAIL PROPo DW-2 8'Dia x 6'depth +2s.ts PROPOSED ELEVATION -SEE DETAIL 4 i MASONRY 12'depth provided 5 ----- [EXISTING CONTOUR � Proposed Garage+Driveway(1,905 sf @ 100%) OPOSED CONTOUR APRON _., r / -) ) CO/vSTRU 50,�O. PROPOSED GAS /O ` O METER LOCATION EXISTING WATER LINE ROPOSED / FS3 CATCH BASIN ��,y PROPOSED EXISTING ELECTRIC LINE 1,905 SF x 2" rainfall (.167)=318.1 CF/8'Dia. Drywell (42.29)=7.5'depth req'd PROJECT LIMITING SILT FENCE 'k PIPED TO DRYWELL :., GENERATOR EXISTING LL Tp 28 g♦` -SEE DETAIL 1 PROPOSED ON-GRADE PROPOSED DW-1 8'Dia x 8'depth TO BE ABAN NED o MASONRY LANDING STEPPING STONES 8'depth provided HAY BALES PROPOSED 4" 2 TO REMAIN SDR 35 DRAIN �. PROPOSED MASONRY RETAINING WALL I I I(`�--a1 SI I(" haII poetzel DURING PIPE RELOCATED CONSTRUCTION 8'DIA.X 8'HT. O 3o / O O (TYP.) / � DRYWELL O O PROPOSED ELECTRIC LINE LANDSCAPE ARCHITECTURE \ / ' DW-3 I O O / O O PROPOSED WATER LINE EXISTING 1 STORY FRAMED EP f PROPOSED PROP. O O 3 3 STRUCTURE&OUTDOOR NORTH FORK HAMPTONS GRAVEL O O TW 34.0 5175 Route 48 PO Box 1397 CONCRETE � � / / � - � MASONRY + PROPOSED ON-GRADE SHOWER TO BE REMOVED WASHOUT DRIVEWAY APRON O MASONRY LANDING Mattituck,NY 11952 530 Montauk Hwy,#203 / O 29.5+ o �9 maganse Y 11930 AREA 30. +31.87 O 32 phone: (631) 209-2410 O fax: (631)315-5000 PROPOSED GARAGE O email: mail@mplastudio.com PROPOSED PROJECT LIMITI _ 8.7 \ O BW 1.00 t �.�© SILT FENCE-SEE DETAIL 1 \ °.... (12,000 SF OF DISTURBANCE) \ ' ARCHITECT:PROPOSED ` \ PROPOSED 10 ® 1 ;1 Sri Meryl Kromer Architect CATCH BASIN PIPED O \ +30.87 O \ �.�° 210 s Lane SOIL STOCKPILE AREA STEPS TO DRYWELL LP -0- TW 34.0 TW 34.0° \ PO BOXox 16 1600 -SEE DETAIL 1 Southold, New York 11971 EXISTING DRYWELL AZTO BE RELOCATED 1 D 31.87 O \ ��"•_ Office: (621)-477-8736 .�� 31.87+ 0 PROPOSED \ PROPOSED'.` SURVEYOR: O Kenneth Wo chuk LS SEPTIC SYSTEM 9 O " ..PERVIOUS : 32 �_ y 18'-0"MAX. C.to C. U PROPOSED `:GRAVEGPAD` ._:`. :;. \ .. N.Y.S. Licensed Land Surveyor O a STEPPING STONES + \\ P.O. BOX 153 Aquebogue, NY 11931 - - •w O w ° 30.37+ 32.5 0 1 <-.� •� � •- �.. •, z • � 31.00 \�, Office: (631) 298-1588 n -^�° .O''� _" ,� ` \ \ o ST PROPOSED J +31.8 O T MASONRY \ WALKWAY TD 31.75 PROPOSED ON-GRADE /7� O ® MASONRY BORDER PERSPECTIVE VIEW ,� 10:0+ PROPOSED 1 - GEOTEXTILE * 32 0+ PROPOSED STRIP DRAIN RESIDENCE TIED TO WIRE FENCING ,A FIFE:32.2 PIPED TO DRYWELL-SEE DETAIL 6 - EXISTING TREE 1 WIRE FENCE 2'W"OPENINGS TO REMAIN 16 ROPOSED 48"FENCE POST (TMP°) MASONRY 1 EXISTING COMPACTED SOIL 8'O.C. WALKWAY f` \ ' GRAD EXISTING TREE I GEOTEXTILE TO BE REMOVED TO BE BURIED k IN GROUND, (TYP') PROPOSED S SHOWN E SEPTIC SYSTEMliT + ` =r„ter' 32.2 1 -! , EXISTING 8'X 12.2' NOTE: MAXIMUM DRAINAGE AREA 1 STORY SHED TO SITE DATA: 5" 1/2 ACRE / 100 LINEAR FEET BE REMOVED ® ` _ 32.0+ EXISTING TREE SCTM# 1000-137-04-30 TO BE REMOVED PROPOSED PROPOSED 10'W. PROJECT LIMITING SILT FENCE (TYPJ ON-GRADE NON-TURF BUFFER \� Lot Area: 21,255.21 SF (or 0.49 acres) 1 PATIO \ . Section Not to Scale +32.2 PRECAST CONCRETE DOME 32.0 \ I SDR 35 PVC EXISTING CEDAR s� 1 + \` NOTES: INLET PIPE HEDGE TO REMAIN (DW- DW-2 1 1 1 SEE PLAN FOR GRADE / 1 1. Existing conditions based on survey PIPE SIZE 2'-0" TOP OF DRYWELL - _ / prepared by Ken Woychuk Land Surveying, MAX (SEE PLAN FOR PROPOSED ' . PLLC dated April 26, 2018 and revised March SDR 35 PVC ELEVATION) STEPPING STONES 1 18,2019. OVERFLOW PIPE ❑ ❑ ❑ ❑ BACKFILL 3'-0"MINIMUM 2. This drawing is for the purpose of SEE PLAN FOR ❑ ❑ ❑ ❑ AROUND DRYWELL WITH (2)PROPOSED obtaining permits only. NOT FOR V DIAMETER X 6'HT. PIPE SIZE ❑ ❑ ❑ ❑ ❑ 1 4"-1 2"MEDIUM COARSE DRYWELLS-SEE DETAIL 2 - CONSTRUCTION. PRECAST CONCRETE SAND/GRAVEL N ' 3. Unauthorized alteration of this plan is a SEE PLAN FOR DEPTH STORM DRAIN RING EXISTING SANITARY SYSTEM TO 1 violation of NYS Education Law. BE ABANDONED AND FILLED ❑ ❑ ❑ ❑ NOTES: WITH CLEAN COARSE SAND ❑ ❑ 0 ❑ E 4'-0"MINIMUM PENETRATION INTO RATEABLE SOIL. REVISIONS DATE DESCRIPTION ❑ ❑ ❑ ❑ 25-0"MAXIMUM DEPTH BELOW GRADE MIN SEE PLAN FOR WIDTH 2'-0"MINIMUM ABOVE GROUND WATER �,. `• GROIN RATEABLEI SOIL 2'-0"MAXIMUM ACCESSCHIMNEY CIF NECESSARY) 6-0" MIN DRYWELL TO BE INSTALLED AS PER STATE AND ) CLEAN MEDIUM SAND AND GRAVEL-RATEABLE SOIL LOCAL CODES COARSE FILL s e a l 04RICAST CONCRETE DRYWELL section Not to Scale ' MIN• �N0 5 CAA BUT SUFFICIENT TO KEEP Q,� KB r/ F,9 SEDIMENT ON SITE ` a A 'P HAY BALE AND/OR m r m NDS 1813 CAST D SILT FENCING o ` � IRON GRATE D _SLOPE SLOPE 1"TOPCOAT OF 8'NATURAL � �. CRUSHED GRAVEL 0 �T'9 00,714' y Q' + . . . . O .+.`.*+ . . . *+**+**++ 6" COMPACTED NATURAL o rFOF (.IE� + + + + + + + + + + + +- + + + + + + + + + , , " + + + + + + i� _ � + + . + + + + + + + + STONE BLEND n !' • _ - rn O POLYMERIC SAND SWEPT INTO i rG _ PAVER JOINT$.USE CLOSEST TITLE: #5 REBAR AROUND COLOR TO MATCH PAVING PERIMETER OF DRAIN I 3,500 PSI CONCRETE �„O n o -I' Q � Z ACO POLYMER CONCRETE K100 S T O R M W AT E R ACO DRAIN GRATE- CJ CJ m rn CHANNEL SYSTEM WITH NDS#1242,#1243+ -�_ _ - f 0 D TYPE IRON WAVE GALVANIZED STEEL EDGE RAILS- #1245UNIVERSAL I NDS#1206 UNIVERSAL m A DUCTILE IRON GRATE LOCKING OUTLET TWIST � ACO-POLYMER PRODUCTS- ADAPTER PLUG PIPED TO DRYWELL ` MANAGEMENT LOCK INTO POSITION - ! _:'' 1"DEPTH OF-'CRUSHED AT ANY KNOCK OUT STONE,COLOR TO BE7� CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED SELECTED BY L.A. CONTROL SITE 4"SOLID ,, L PIPE PITCHED v'- L ' c. Y Z' _;', - 3/4"STONE BLEND OR N.Y.STATE D.O.T.APPROVED R.C.A. 6"LAYER OF COMPACTED 1"THICK PAVING STONE FILL TO 18"(MIN.) ABOVE EXISTING GRADE FOR DRAINAGE NATURAL STONE BLEND - : *++*,*+*+'+*+*+'*++**+**+ TO DRYWELL a , NDS MICRO CHANNEL PLAN 3,500 PSI CONCRETE ;*+*+* 4' BOTTOM OUTLET 4,000 PSI CONCRETE - 1 B UESTONE DUST - +'++* - . EXISTING GRADE +*. . . . . L 7 " * +++++++* a ° 1 2'PVC COUPLING 4'CRUSHED STONE BASE ROAD * * 61 _.I ! LEVELING BED COMPACTED ++ 1 �"SCH.40 PIPED SUBGRADE 4 REINFORCED POURED 2 +++ CONCRETE SLAB TO DRYWELL 0 5 10 NOTE: HAY BALE AND/ R ��STONE BLEND OR N.Y.STATE D.O.T.IAOPP APPROVED R C ATED +* - COMPACTED SILT FENCING bX6 W WM STEEL NDS ADAPTERS THAT FIT THIS BASIN AREAS FOLLOWS.#1242,#1243,#1245, - SUBGRADE #1266,#1888+#1889 USE#12061F PLUGGING AN OUTLET.INCLUDES(2)#1890 FILL TO 18"(MIN.)ABOVE EXISTING GRADE FOR DRAINAGE - REINFORCEMENT REDUCER RINGS USED WITH SMALLER CONNECTIONS. 4"COMPACTED RCA BASE Scale 1"=10'-0" COMPACTED SUBGRADE 7 DRAWN BY: J.DATE: 201 . S W M P G��l 18"SQUARE CATCH BASIN 4 CONSTRUCTION ACCESS DETAIL 5 TRENCH DRAIN DETAIL 6 NDS MICRO CHANNEL STRIP DRAIN DATE:2D19.09.09 REVISED: Section Not to Scale Section Not to Scale Se:tion Not to Scale Section Not to Scale SHEET 1 OF 1 S.C.T.M. NO. DISTRICT: 1000 SECTION: 137 BLOCK: 4 LOT(S):JO SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Abardonlfilent of existing sanitary system must be in PERMIT FOR APPROVAL OF CONSTRUCTION FOR A coltformance with department requirement Submit PALE SINGLE FAMILY RESIDENCE ONUI , letedform p�wEruwDs BOUN Y ELEV. 289 HEATED BY MIXED 20� -18 OL SANDY LOAM 2.0' JUL 0 4 — REF. No. j2/C7-I S-Uo 3 e BROWN A SM SILTY SAND 4.0' DATE c7s TYPICAL SILT AP f"ll�/If 6.} 3 SCREEN SECTION a BEDROOMS Vol, BROWN GEOTEXTILE FABRIC Foz IVdAxI \ \ SP TOFIN SUPPORT P EXpIRES THREE PEARS FROM DATE OF APPROVAL \ MEDIUM WOOD OR M AL o3 lOF o.� ••\\ - ,� SAND FLOW DIRECTION $• e�G,c�, \\ ��7 09� GEOINFRYAL NF11 FRLB COA6F 31G OF A TOTAL EXCAVATED AND �.MON. FIVE 5)BORES Ai A OBrIH OF 310'IHkmZONTAL P0�d1G Q 4 \ BACKFILLED TRENCH ��\(\� TO B AT OF SC REFURN ND SIA L BE PMED IN A (� EXISTING ISTY FIRM. / '/i/•37 BLDG. & OUTDOOR �• •/' •; •• EXISTING GROUND ' ` (��G� �e� SHOWER 70 BE y `�CJC DEMOLISHED �'�ZyI II I II II I�I I II TI e '1I Yi PROPOSED \ NO WATER ' WIDE 17' e � SW RE(4S101 TURF BUFFER 03-26-18 AD pgA TM 8,CI.02hRE(4S's31 McDONALD GEOSCIENCE 2 MINIMUM �y ® i ��d vNQj pROpOSFD 3'Wf,11 RET TALL V A ItRR `� ........ I PROPOSED w PROPOSED GBY 70R " ,�-' a ::-'- w c 3 3 iii ' PATH�TO STAIRS s 00 I E31DG /z7/.s. DRAINAGE CALCULATIONS: PROPOSED i., / / ,/,: ..................... . 1 P w - �• m .............POs�pMf:::::: '.::....::.::. MON. A PROP. HOUSE W COVERED PORCHES, Z RG` i i CELLAR ENT., SHOWER AND STORAGE: 2635 S.F. v�E ::.:. ..;..: :. ?� 6% :::::.. i' i Y 6 , 635 x 0.166= 438cf REQUIRED 2 pOM vIP ' sE ';; "`' i 29 5 2 8'DIA x 5' DEEP DRYWELLS=442cf PROVIDED s AYOU XOR05P0 _- 3 ( ) pR 30p�:: :. �` 2— _ -8 ISTING SANITARY TO BE )'`" ;.;1,►.9 —_•h ABANDONED AND BACKFILLED B PROPOSED GARAGE: 363 S.F. �0 B� W ptr---'' WITH CLEAN COARSE SAND. ) u1 363 x 0.166= 61 cf o TYPICAL CLEAN OUT C) PROP. DRIVEWAY: 1470 S.F. EL 28 �N BNBIIIGS SLATE OR 1470 x 0.166= 244cf REQ. W/ w�R SUITABLE COV-� ER \ ORO PLURG END TOTAL = 305cf REQ. EXIST. SHED 15d L. TO BE REMOVED (1) 8'DIA x 7' DEEP DRYWELL= 310cf PROVIDED Fo ,% :A;. ..•.: o. %'29.. 032'1D�� 77•IE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL o"� O s*. S�3 - 30' ELBOW LOCA7TONS SHOWN ARE FROM FIELD OBSERVA770NS S.GTAL/1000-137-54 I y' ) Z PROPOSED 60' WYE AND OR DATA OBTAINED FROM 07HERS orEUNc 2e0 5 BEDROOM w/hm W a i5V M°E SANITARY SYSTEM � o I,,sspu NsuNE Ram c 1500 GALS S.T. AREA: 21,255.21 SQ.FT. or 0.49 ACRES FLOW ELEVA77ON DATUM: NAVD88 I MDN W.M. c I "OLF pORYWd (1)8 0x16 DEEP L.P. Q 1 to �1UREPppL UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA71ON LAW. COPIES OF THIS SURVEY FOR1oN MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN I wo I E% ONLY TO THE PERSON FOR WHOM 774E SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION TOWN OF SOUTHOLD LOT COVERAGE LISTED HEREON, AND TO THE ASSIGNEES OF 774E LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. 1 BASED ON UPLAND AREA LANDWARD OF 7HE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE CREST OF BLUFF: 14,570 S.F. NOT INTENDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE 7HE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS EXISTING LOT COVERAGE BLDG. W/SHOWER: 356 S.F. AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 774E PREMISES AT THE 77ME OF SURVEY SHED: 98 S.F. SURVEY OF: DESCRIBED PROPERTY � � � U.P. CERTIFIED T0: ANDREW FOHRKOLB; TOTAL: 454 S.F. or 3.15b LT o ��' MAP ORSHARON TUTHILL; PROPOSED LOT COVERAGE ® p�� • BLDG. W/SHOWER: -356 S.F. (TO BE DEMOLISHED) FILED: SHED: -98 S.F. (TO BE REMOVED) 6 ) PROPOSED HOUSE W/GARAGE, OUTDOOR SHOWER SITUATED AT: CUTCHOGUE & COVERED PORCHES: 2824 S.F. 0 DMELtt1G I TOTAL: 2824 S.F. or 19.49 TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC REVISEDLR.18, 2019 w/�tx M SUFFOLK COUNTY, NEW YORK Professional Land Survey ing and Design -- Eb FEB. 21, 2019 100� I � P.O. Box 153 Aquebogue, New York 11931 REVISED JAN 31, 2019 M PHONE (631)298-1588 FAX (631) 298-1588 REVISED DEC. 10, 2018 FILE # 18-36 SCALE: 1 =30 DATE: APRIL 26, 2018 N.Y.S LISC. N0. 050882 mNnt>.fa1nR the recoxd@ of Rouen J. Hennenq & Kenneth 1[. lloychuik S.C.T.M. N0. DISTRICT: 1000 SECTION: 137 BLOCK: 4 LOT(S): JO : ELEV. 28.9 r-• _: TIDAL WETLANDS BOUNDARY :j.� im_ I �\\ AS DELINEATED BY OL MIXED 2.0' J _ \\ EN-CONSULTANTS 03-27-18 SANDY LOAM ° BROWN FEB 1 2 2020 — \ \ `� � SM SILTY SAND 4.0' \ 1�po PALE BROWN 4' FINE SP TO \ \ MEDIUM 1pF OF e •.\\\ � ,2o9T SAND GEOTHERMAL WELL FIELD CONSISTING OF A TOTAL OF MOH. FIVE(5)BORES AT A DEPTH OF 310'HORIZONTAL PIPING F< it TO BE AT A DEPTH OF 54' AND SHALL BE PIPED IN A O EVB?SE RETURN CONFlGURATION. PROPOSED NO WATER 10' WIDE \ \\ 17' NON-TURF BUFFER \ \ 03-26-18 McDONALD GEOSCIENCE C; ' H i W.V. ' O.Vim �. DWELLINGS PROPOSED 4' WIDE 150' NI W �� R��G ° 10 0' ,,,F PATH TO STAIRS �S RELIEF REQUESTED /�0 0' T�O� UO Np20 DRAINAGE CALCULATIONS: 0.6 sq.ft. �% 25 FO -31�j�0 _ o JPU 20, EL �0.6 „MON. A) PROP. HOUSE W/COVERED PORCHES, CELLAR ENT., SHOWER AND STORAGE. 2635 S.F. 8' 16•g' F�� age ENT• l� \ 2635 x 0.166= 438cf REQUIRED \ 7g / �. 1 Z5. Zg4 �EUpR `� "� 329.65 (2) 8'DIA x 5' DEEP DRYWELLS=442cf PROVIDED 07 ��F \ J.:.::t:'::c::'.•:.::':.:: AA9 B) PROPOSED GARAGE. 363 S.F. � /�'• C.O. �3 363 x 0.166= 61 cf � �.. I,,!.:::;�:•..':: 0. TYPICAL CLEAN OUT C) PROP. DRIVEWAY. 1470 S.F. S.T. DWELLINGS 1470 x 0.166= 244cf REQ. 0 WATER SLATE OR STOPPER END W/PUBLI BLI SUITABLE COVE OR PLUG TOTAL = 305cf REQ. �\ �, ,''''� "'"' `"''/'` L•P• C. P \, (1) 8'DIA x 7' DEEP DRYWELL= 31ocf PROVIDED y. .-..::•:•:•:::::::. 1 .:::V:�':::�'�':'.'.. PIN �� o �;: ,::; :::.:; ,.`';'•:':: X :: ':;:::;: STONE 3�10" THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL S73 3o ELBOW LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. \ z" ' '' 60' WYE t S.C.iM.�I000-137-5-9 t� :•. ::,'o undo d)o PROPOSED DWELLING �� ELEC. 2g 9 5 BEDROOM W/WELL WATER METER/ SANITARY SYSTEM FLOW ELEVATION DATUM: NAVD88 I } q 1500 GAL S.T. AREA: 21,255.21 SQ.FT. or 0.49 ACRES MON 0 (1)8'Oxl6' DEEP L.P. E ® I UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY WELL MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN 1 W.N ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITU77ON TOWN OF SOUTHOLD LOT COVERAGE LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. BASED ON UPLAND AREA LANDWARD OF THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE I CREST OF BLUFF: 14,570 S.F. NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDIT70NAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS EXISTING LOT COVERAGE AND/OR SUBSURFACE STRUC-TURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT. ON 77-IE PREMISES AT THE 77ME OF SURVEY �f BLDG. W/SHOWER: 356 S.F. IU.P. SHED: 98 S.F. SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: ANDREW FOHRKOLB; TOTAL: 454 S.F. or 3.1% MAP OF: SHARON TUTHILL; PROPOSED LOT COVERAGE BLDG. W/SHOWER: -356 S.F. (TO BE DEMOLISHED) FILED: SHED: -98 S.F. (TO BE REMOVED) PROPOSED HOUSE W/GARAGE, OUTDOOR SHOWER SITUATED AT: CUTCHOGUE & COVERED PORCHES: 2824 S.F. DWELLING I TOTAL: 2824 S.F. or 19.4% TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC W/PUBLIC WATER Professional Land Surveying and Design foo' SUFFOLK COUNTY, NEW YORK P.O. Box 153 Aquebogue, New York 11931 FND. LOC. JAN. 20, 2020 PHONE (631)298-1588 FAX (631) 298-1588 REVISED MAR.18, 2019 FILE #18-36 SCALE: 1"=30' DATE: APRIL 26, 2018 N.Y.S. LISC. NO. 050882 1 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk S.C.T.M. NO. DISTRICT- 1000 SECTION: 137 BLOCK: 4 LOT(S):30 V ELEV. 28.9 TIDAL WETLANDS BOUNDARY AS DELINEATED BY MIXED F E B 1 8 2020 EN-CONSULTANTS 03-27-18 OL SANDY LOAM 2.0' BROWN RELIEF REQUESTED SM SILTY SAND: 4-0' -"7 0.6 sq.ft. PALE ;roll BROWN FINE SID TO MEDIUM SAND 25.3 16.9 GEOWEIM IIIELL FED CMSW.GF A 70TAL OF _�q.MON. FNE(5)BM AT A DEM OF 310 MONFUWAL TO BE AT A LIM OF 54' AND WLL BE FM A REPM C0101MIM .............. NO WATER jp- PROPOSED 03 10' WIDE 17' 03-26-18 NON-TURF BUFFER AD McDONALD GEOSCIENCE V. ENLARGED DETAIL led (NOT TO SCALE) PROPOSED 4 WIDE 041 1- PATH TO SIAIRS RELIEF REQUESTED Id 0.6 sq.fL 013140 DRAINAGE CALCULATIONS: F OCptjOtA020 U 20, 2 30.6 MON. A) PROP. HOUSE W/COVEREO PORCHES, awaLm 3PA-F,40. 0- W/Mc OR lop 321 CELLAR ENT., SHOWER AND STORAGE. 2635 S.F. 1,W j6. 6 2635 x 0.166= 438cf REQUIRED .6� 7. 329 (2) B*DLA x 5' DEEP DRYWELLS=442cf PROVIDED 20 8) PROPOSED GARAGE. 363 S.F. C.O. 363 x 0.166= 61cf TYPICAL CLEAN OUT S.T. C) PROP. DRIVEWAY. 1470 S.F. 2*0, awmm SLATE OR 1470 x 0.166= 244cf REQ. W/mw am STOPPER END 28, SUITABLE OR PLUG TOTAL = 305cf REQ. LP (1) 8'DIA x 7' DEEP DRYWELL= 310cf PROVIDED O�Tlo THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL 30* ELBOW %60 W LOCA71ONS SHOWV ARE FROM FIELD OBSERVA71ONS 60* WYE AND OR DATA OBTAINED FROM OTHERS. &CTA11000-437-54 PROPOSED DWELM 5 BEDROOM W/WU am M SANITARY SYSTEM FLOW TUM.. NAVD88 0 1500 CAL S.T. AREA: 21,2.55.21 SQ.FT. or 0.49 ACRES ELEVA 71ON DA WELL MON W.M. (1)8'0x16' DEEP L.P. UNAUTHORIZED ALTERA77ON OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SEC7101V 7209 OF 774E NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY 0 MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY GUARANTEES INDICATED HEREON SHALL RUN WX ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON 0 TOWN OF SOUTHOLD LOT COVERAGE LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. BASED ON UPLAND AREA LANDWARD OF THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUC7URES ARE FOR A SPECIFIC PURPOSE AND USE 774EREFORE 7HEY ARE CREST OF BLUFF. 14,570 S.F. NOT INTENDED TO MONUMENT 7HE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES ADD17IONAL STRUCTURES OR AND 07HER IMPROVEMEN7S. EASEMENTS EXISTING LOT COVERAGE ANDIOR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EWDENT ON THE PREMISES AT THE 77ME OF SURVEY BLDG. WISHOWER: 356 S.F. U.P. SHED: 98 S.F. SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: ANDREW FOHRKOLB; TOTAL- 454 S.F. or 3.1% MAP OR SHARON TUTHILL; PROPOSED LOT COVERAGE BLDG. WISHOWER: -356 S.F. (TO BE DEMOLISHED) FILED: SHED: -98 S.F. (TO BE REMOVED) PROPOSED HOUSE W/GARAGE, OUTDOOR SHOWER SITUATED AT. CUTCHOGUE & COVERED PORCHES: 2824 S.F. TOTAL: 2824 S.F. or 19.4% TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC W/mc am SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design 10ty P.O. Box 153 Aquebogue, New York 11931 4f FND. LOC. JAN. 20, 2020 PHONE (631)298-1588 FAX (631) 298-1588 REVISED MAR.18, 2019 FILE #18-36 SCALE: 1"=30' DATE: APRIL 26, 2018 N.YS. LIS-C. NO. 050882 maintaining the recorde of Robert L MenneW & Kenneth IL Woychuk !. DISTRICT: 1000 SECTION: 137 BLOCK: 4 LOT(S):30 (�� M �( � V E L' E O SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICEDTIOC WtiRMOS BOUNITN11, o ro o APPROVAL OF CONSTRUCTED WORKS FOR AS°�NEA7E ° O - ASINGLE FAMILY RESIDENCE aLTNTS 0.7-z�-,B �n JUL 2024 �� x Date 7I7124 H.S. Ref. No. R10-19 oosz _ �. �R��2 �� o z The sewage disposal and water supply facilities at this location have been Building Department �' �� b a. k inspected and/or certified by this Department or other agencies and found Town of Southold ,� �•\\ to be satisfactory FOR A MAXIMUM OF 5 BEDROOMS. �6ao3 �� \ \\ ( CRAIG KNEPPER,P.E.,CHIEF .' '?::1::,:, Office of Wastewater Management oo1xP� w1e "%% 92 SF. a o \ 12 LF. 10,WME S CONG .�. :• t�� ' ...��s,® NON—TURF BUFFER \ \ �l O / 5ION6S Rjp. STONE PE•VWV OvQ �O�— w ON WALLS ON \i STONE BORDER p2 6A STNRS :STY 1RAYf::•::::•:::•::•::•::•:::� o o \ :•::::•:•::•:::.�:'::::::::::::' OWEIl1N0::::•i :: ..��5 i:y N C T wBT1Ucs r, Qa'&� i ...... �a,.o>::::::::>:t:::::•:::;•::;•:: p W"r C/3 POOL 06-1 lb#ffblo� T10N 05-135-13 •;::• S.T.5 lsoocnL. Dim= S/PATIO LABEL. FINAL SURVEY 03-10-22 c \ FND. LOC. JAN. 20. 2020 L.P. e'mxls'OEEP REVISED MAR.18, 2019 •"^ _ EXP '.. 3210" W THE WATER SUPPLY, WELL$ DRYWFLLS, o`':'.• \ 5�3� LOCATIONS SHOWN ARE FROM FIELD OR' stulHoo�wTaa I \ 1. 5 BEDROOM AND OR DATA OBTAINED FRaW OTHERS mom TVIOL am I \ g� FUTURE SANITARY SYSTEM EXPANSION ELEVATION DATUM: NAVDB8 AREA: 21,255.21 SOFT. or 0.49 ACRES , I YON W.N. UNAUTHORIZED ALTERATION OR ADD/RON 70 THIS SURVEY IS A VIOLA710N OF SECTION 7208 OF THE NEW PORK STATE EDUCATION LAW. COPIES q 5. L MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED 70 BE A VALID TRUE COPY. GUARANTEES INDICATED HERE I o �.1 POINTA 16' 36' ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND DN HIS BEHALF TO THE R7LE COMPANY, GOVERNMENTAL AGENCY AND LENDING d v ) LISTED HEREON, AND 70 THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABL POINTB 17' 61' E.I THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPEC/RC PURPOSE AND USE THEREFORI NOT INTENDED 70 MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FEV= ADDIRONAL STRUCTURES OR AN 07HER IMPROVEMENT AND/OR SUBSURFACE S7RUL7URES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 7WPREMISES AT THE AMI I UP. SURVEY OF-DESCRIBED PROPERTY OF NIeIV CERTIFIED TO: A REIN FOHRKOLB, MAP OF: _ — — — yy 7UM A, THIL n FILED. yc ,1 SITUATED AT:CUTCHOGUE " C� oeuNs TowN OF:SOUTHOLD o '' KENNEfH M 1TOYCHUK LAND SURV I/AMC am I SUFFOLK COUNTY, NEW YORK Otis 050882 e, Proteeetoaei �ad Surveying ant loafF P.O. Box 153 Aquebogue, Now Yc FILE g 18-36 scALE: 1"--30' DATE:APRIL 26, 2018 PHONE(E.91)RTT�1568 FAX(881)B N.Y.S LISC NO. 050882 1 m.mt wos tbo ae"&Robmt J.e®nmu a 16 AREA CALCULATIONS Issue Date: Set: 3/27/19 Trustees Submission LOT COVERAGE: 6/21/19 PROGRESS MTG Based on upland area landward of crest of bluff: 14,570 sf 7/23/19 Progress-STS Review 8/27/19 Enlarged Garage EXISTING LOT COVERAGE: 8/29/19 Foundation Pricing BLDG.WITH SHOWER 356 sf SHED 98 sf EXISTING WATER LINE TOTAL:* 454 sf(3.1%) EXISTING PROPOSED LOT COVERAGE: �V \` ELECTRIC SERVICE 1&2 STORY FRAMED DWELLING- 1,788 sf 1 STORY ROOFS PROPOSED GENERATOR PROPOSED MASONRY LANDING ON GRADE OVER WOOD DECK& MASONRY SURFACES- 673 sf GARAGE- 435 sf \ PROPOSED �' �� - ` `\ PROPOSED 1 STORY ROOF TOTAL:* 2 96 sf !,, O/ _ �Q 3 x4.5 TRASH ENCLOSURE "J �. \ & MASONRY LANDING ON GRADE 10'x4.5' MECHANICAL ENCLOSURE 14,570 sf • _...`�. OVER D P TOTAL LOT AREA- �nj/ 8'x4.5'OUTDOOR SHOWER BUILDABLE LAND- 14,570 sf PROPOED 1 STORY ROOF ALLOWABLE LOT COVERAGE- S 2,914 sf(20%) OVER WOOD DECK PROPOSED RETAINING WALL PROPOSED LOT COVERAGE- 2,896 sf(19.8%) �Sp '1RCyir i a AREA OF DISTURBANCE 11,900 sf '�� .�V F �Cj►��• � � o \ PROPOSED STEPPING STONES Gj ,Q / V . ` �• � .: ON GRADE Q' EXP. �� /V 57° PROPOSED 6.5'x23' 1 STORY PORTION OF DWELLING EXISTING WELL TO BE I . ) / N' �� \ 02►5 PROPOSED DRYWELL Y ABANDONED / -_ ._ ' �-"� O ?2\�� \` •_ H \ ��`\ 8' DIA.x 5' PROPOSED 6'x6.5' 1 STORY PORCH ROOF O� tiro' �S S 68 03� OVER MASONRY WALKWAY ON GRADE EXISTING ELECTRIC METER 76 W.V. EXISTING 1 STORY FRAMED STRUCTURE F OF N PROPOSED / \ 1 STORY \ 32 eft. &OUTDOOR SHOWER �'1 TO BE REMOVED DETACHED GARAGE ` PROPOSED PERVIOUS GRAVEL PAD . ..;/ i (F.F. 30.0) ��. _ \, 31 % / W �� \ \ PROPOSED MASONRY BORDER ON-GRADE ( L.P. PROPOSED 2S \ S0 \ . . ,y.".. . 1 PERVIOUS DRIVEWAY A, e 8 o /� ` / �.._ 1p0' PROPOSED MASONRY WALKWAY ON-GRADE ' \ Drawing Legend: g . ��` ' . . � ,/ d_ Off. Le e d. RELOCATED DRYWELL ,Q rL; \� ' Tly / SE��P i I Wall To Be Removed rL '•:,•:•:•:•. . 18 � � � � TIDAL WETLANDS BOUNDARY r——==� : : _ _ 2S � i •,/ / `�\ � AS DELINEATED BY Wall To Remain 8'DIA.x 8' (MIN.) iC01 S' \�; 40 _ ' ` F —� / / \ ` EN-CONSULTANTS, MARCH 27 2018 EXISTING DRYWELL \O• '� / / / / �� \ \ New Wall TO BE RELOCATED �' � New Foundation Wall PROPOSED ` 9 r° � --= / �\ \ ——————— Lines Above STEPPING STONES ON-GRADE . . -------____ \\ QS �p - Lines Below PROPOSED "� `I. � �Fp �. rL' / / '• \ ` \ — — — — — Guidelines a , ::.:. .s �? • / 4 BEDROOM SANITARY SYSTEM \ . T�, O %2 Fence 1250 GAL.S.T.w/(1)8' DIA.x 12' DEEP L.P. ti 2 y _ 0 0, �8 T. ET _ \� G Door Tag e 1 : :': PROPOSED \ B ,,r I PROPOSED MASONRY WALKWAY 28 ,/, A�//( / ON GRADE ��\�'. �O ,�, NM//V 2 STOR EXISTING \'�., FRAMED DWELLING Window Tag MASONRY RETAINING WALL TO REMAIN Q (F.F. 32.2) /// Section X, Sheet A-XXX PROPOSED / .50.0 4 BEDROOM SEPTIC SYSTEM ` r 70 • �/� O Detail Tag rn GEOTHERMAL WELL FIELD CONSISTING OF I EXISTING 8'x12.2' `� SSS, +/-48.0 / / / A TOTAL OF FIVE(5) BORES AT A DEPTH OF 310' I 1 I I �x 1 STORY SHED / / HORIZONTAL PIPING TO BE AT A DEPTH OF 54" _ �AxxxJ' Elevation Tag TO BE REMOVED - �� ti \ / //� // /' &SHALL BE PIPED IN A REVERSE RETURN C I ' x CONFIGURATION. T I PROPOSED 4'x15' O O' 1 STORY PORTION OF DWELLING ° y� Cl, \ %` // /� O I I x Axxx x Interior Elevation Tag I O `32?/ V. V. /,' / /i cJ7 o DRAINAGE CALCULATIONS 10 \ ! / f O (A) PROPOSED HOUSE W/COVERED PORCHES,CELLAR ENTRANCE, ' SHOWER AND,STORAGE: 2,635 sf � 9 6 \ ryq 2635 X 0.166:=438 cf REQUIRED SJ (2)8'DIA.X 5'(DEEP DRYWELLS=442 cf PROVIDED (B) PROPOSED GARAGE: 435 sf \ 2 I i = f REQUIRED ` s ) / I ED I � w 435 X 0.166 72 c Q PROPOSED 4 10 x20 BASEMENT ` / �OppS ACCESS STAIR 0�W\V 1 ' RF I ( � (C) PROPOSED DRIVEWAY: 1470 sf — / � �`' �� •-• M E R Y L K R A M E R 1470 X 0.166== 244 cf REQUIRED UFF / NO a� TOTAL(B&C)_=316 cf REQUIRED PROPOSED 4'x16' 1 STORY ROOF _ -) �• / E I I a r c h i t e c t OVER MASONRY PATIO ON GRADE �, / �• �// I W _ 1) 8 DIA.X 8 DEEP DRYWELL 354 cf PROVIDED I w �i _ PROPOSED DRYWELL 2 6 0 HORTONS LANE 8' DIA.x 5' \` S� 1J^;O ��/ // /, ' LLJ POST OFFICE BOX 1600 PROPOSED MASONRY PATIO '�C� ti // I I S O U T H O L D, NY 1 1 9 7 1 ON GRADE \ �• / /�/� ( ' 4'WIDE PATH TO STAIRS ' I N � 6 3 I - 4 7 7 - 8 7 3 6 i EXISTING SANITARY TO BE ABANDONED A\n ` / �. /// //� I I I m m k a r c h i t e c t c o m AND BACK FILLED WITH CLEAN COARSE SAND ot 0 LU EXIST. WOOD STAIRS TO REMSED CEDAR HEDGES ` — /// /��/ i I I 1335 FR 10 1335 Fleetwood Rd. PROPOSED PROJECT LIMITING SILT FENCE / // // EXI r I I Cutchogue NY 11935 SH D I I SCTM# 1000-137-04-30 I 1 EXIST. \ I Floor Site Plan BASE MAP INFORMATION BASED UPON SURVEY I EXIST.CATWALK 1 Scale: 1" = 10'-0" BY KENNETH M.WOYCHUK LAND SURVEYING, PLLC \\ N.Y.S. LISC. NO.050882,DATED MARCH 18,2019 / Site Plan I \� ( Bldg Dept copy frorm ZETA / I Final reviewe 4d rt1�flt5 ZBA File# �1i�P SCALE:As Noted I Date: / / / A-001 © 2019 Meryl Kramer Architect All Rights Reserved AREA CALCULATIONS Issue Date: Set: 3/27/19 Trustees Submission LOT COVERAGE: 6/21/19 PROGRESS MTG Based on upland area landward of crest of bluff: 14,570 sf 7/23/19 Progress-STS Review O 8/27/19 Enlarged Garage 0 EXISTING LOT COVERAGE: WITH SHOWER 3556f f SHED 3 EXISTING WATER LINE TOTAL: 454 sf(3.1%) L' EXISTING PROPOSED LOT COVERAGE: �/ \` ELECTRIC SERVICE 1&2 STORY FRAMED DWELLING- 1,788 sf v 1 STORY ROOFS PROPOSED GENERATOR / PROPOSED MASONRY LANDING ON GRADE OVER WOODDECK&MASONRY SURFACES- 475 sf r G 3 s "�. `�� PROPOSED TOTA ' 2,896 sf PROPOSED 1 STORY ROOF 3'x4.5'TRASH ENCLOSURE OVER WOOD STEPS TOTAL LOT AREA- 21,255 sf &MASONRY LANDING ON GRADE � \ 10'x4.5'MECHANICAL ENCLOSURE BUILDABLE LAND- 14,570 sf 8'x4.5'OUTDOOR SHOWER �. ALLOWABLE LOT COVERAGE- 2,914 sf(20%) �._ PROPOSED 1 STORY ROOF ' PROPOSED LOT COVERAGE- OVER WOOD DECK PROPOSED RETAINING WALL 2,896 sf(19.8%) ��ED ARc'y/ AREA OF DISTURBANCE 11,900 sf K �"" / :; 30 �\ PROPOSED STEPPING STONES C9 4,��1. ON GRADE kA EXISTING WELL TO BE ( EXP. U2r5 PROPOSED DRYWELL �► 7° PROPOSED 6.5'x23' 1 STORY PORTION OF DWELLING f ABANDONED \ / _ _ r ? \ " H �\ 01► 8' DIA.x 5' �, f (-e6 PROPOSED 6'x6.5' 1 STORY PORCH ROOF �� r_ Q OVER MASONRY WALKWAY ON GRADE 024802 EXISTING ELECTRIC METER 9�F y \' ,5 "NE°F \ W'V' \ EXISTING 1 STORY FRAMED STRUCTURE �F NEB PROPOSED "' &OUTDOOR SHOWER 1 STO RY d1 TO BE REMOVED DETACHED GARAGE ` PROPOSED PERVIOUS GRAVEL PAD (F.F. 30.0) PROPOSED MASONRY BORDER ON-GRADE I I L.P. ,yam' "ty 3 2S, 0 4 ao PROPOSED 2S SOS 9�,. H�:� :� / '� � I PERVIOUS DRIVEWAY / / \ �-� / �p0 PROPOSED MASONRY WALKWAY ON-GRADE I ` Drawing Legend: RELOCATED DRYWELL TIDAL WETLANDS BOUNDARY ��. � Z � N �� S i I Wall To Be Removed 8'DIA.x 8'(MIN.) (COL °FK°°° S' 4p ,Ey` % / ° 2S to ./ / \� I AS DELINEATED BY Wall To Remain ` b �' _ __j / / \ 1 EN-CONSULTANTS, MARCH 27,2018 EXISTING DRYWELL � ENLARGED F � i 3, / / •. I \ 1 New Wall TO BE RELOCATED NPORTION / \� 11 New Foundation Wall •, . OFGARAGE PROPOSED 9 rO \'�\ I \ \ ——————— Lines Above Q STEPPING STONES ON-GRADE �,\ , ------------ Lines Below � � � y'Op S�'.8 g2 / �\ I 1 \ PROPOSED .:.::. . ;: :,: :,: . .TEAS �rL' • T\�\ ` — — — — — Guidelines 4 BEDROOM SANITARY SYSTEM ` . O / I — — — -- Fence 1250 GAL.S.T.w/(1)8' DIA,x 12'DEEP L.P. e88 .T. // / \� 101 Door Tag . • a� ,; : : : : PROPOSE E71, O PROPOSED MASONRY WALKWAY ?SZ ,�, 0 ® '" �A '`,MN, 2 STOR ON GRADE / EXISTING \'`,, FRAMED DWELLING Window Tag gBOyF MASONRY RETAINING WALL TO REMAIN �\ , (F.F. 32.2) Section X, I PROPOSED ` /-50'0' Sheet A-XXX + 4 BEDROOM SEPTIC SYSTEM —1 1 • �/� O I x Detail Tag j0 Z GEOTHERMAL WELL FIELD CONSISTING OF I � � � � I I X S + -48.0 / / A TOTAL OF FIVE(5) BORES AT A DEPTH OF 310' I 1 Elevation Tag EXISTING 8'x12.2' ti w S HORIZONTAL PIPING TO BE AT A DEPTH OF 54" I 1 STORY SHED , _ TO BE REMOVED I\ I. &SHALL BE PIPED IN A REVERSE RETURN I C O PROPOSED 4x15 CONFIGURATION. x I-n I I I 1 STORY PORTION OF DWELLING �° y� / // // x O x Interior Elevation Tag 13 o I DRAINAGE CALCULATIONS `Zp,, ,.0 i I (A)PROPOSED HOUSE W/COVERED PORCHES,CELLAR ENTRANCE, � '• ��' ' ' ' ' ' ' '•'•'•'•'•'•'•' / SHOWER AND STORAGE:2,635 sf 29 `� F R 0.1 (i 3 4 U)(1 =EQID=8 1 6Jn� (2)8 DIA.X 5 DEEP DRYWELLS 442 cf PROVIDED (B) PROPOSED GARAGE:435 sf I 435 X 0.166- 72 cf REQUIRED PROPOSED 4'x2O' BASEMENT ` / V(OpOSE i I ACCESS STAIR 'P (C)PROPOSED DRIVEWAY: 1470 sf I 1470 X 0.166 244 cf REOUIRED �NOUFFER'/� I I I f�- a r c h it e c t TOTAL(B&C)_ 316 cf REQUIRED PROPOSED 4 x16 1 STORY ROOF _ 1 / OVER MASONRY PATIO ON GRADE / / I ' - 54 cf PROVIDED � � \'� ' • �// // � � I N LU (1) 8 DIA_X 8 DEEP DRYWELL 3 //� PROPOSED DRYWELL � �. ` // / � r"I 1 LLJ 260 HORTONS LANE 8'DIA.x5' `� SF�S`\O111 I W POST OFFICE BOX 1600 PROPOSED MASONRY PATIO S O U T H O L D, NY 1 1 9 7 1 �C� ON GRADE \ 4'WIDE PATH TO STAIRS I ( N � 6 3 I - 4 7 7 - 8 7 3 6 EXISTING SANITARY TO BE ABANDONED A`� / \ //� / /^ i I I , m m k a r c h i t e c t c o m AND BACK FILLED WITH CLEAN COARSE SAND /Q / �A I 00 W EXIST. WOOD STAIRS PROPOSED CEDAR HEDGES /// // I I I 1335 FR TO REMAIN 1*4 1335 Fleetwood Rd. PROPOSED PROJECT LIMITING SILT FENCE / // // EXI T. I ' Cutchogue NY 11935 SH D I I SCTM# 1000-137-04-30 / I I EXIST. FLOAT M PIan BASE MAP INFORMATION BASED UPON SURVEY EXIST. Cg7WALK: 1° — 10,-0�� BY KENNETH M.WOYCHUK LAND SURVEYING, PLLC N.Y.S. LISC. NO.050882,DATED MARCH 18,2019 / Site Plan SCALE:As Noted / / Bldg Dept copy from ZBA A-001 Final reviewe aicuments / ZBA File# Alp Date: / J�NW~l �P�dVri� 3, 0 2019 Meryl Kramer Architect All Rights Reserved ( 1 1 4 1 A-302 A-301 _20 A-300 Issue Date: Set: 9/19/18 Progress-STS Review 6/21/19 PROGRESS MTG 7/23/19 Progress-STS Review 8/27/19 Enlarged Garage ©AR�y�� Gj A% KR.4 OA LINE OF I I I WOOD STEPS ABOVE LINE OF EOF — — — — — — —WOOD DECK ABOVEIDS —�— — — — � / Drawing Legend: b _ — — — — — LINE OF MASONRY WALKWAY ABOVE a o e Removed Wall To Remain / 4 % New Wall -20 New Foundation Wall ——————— Lines Above > ------------ Lines Below - - - - - - - / - - - - - - - - � Guidelines ow a.1 I %; — — — -- Fence o > o \\ j l l l i l MECHANICAL OWE sos Door Tag 0o I m I< UP \\ I I I /STORAGE RAIN 3 o Y OPEN o \ I I I I UNFINISHED SHOWER W W TO O �__ �� z 0 l01 Window Tag o ABOVE I 3 00 %' I I -20 —7 Section X, z Sheet A-XXX BATH LIN Sff BOVE - - - - - - � TILE FLOOR , g 71NL Detail Ta / / BENCI I I SHO ER, ' — —1 — � EN <,`F Elevation Tag I , , -- FLOOR - CLOSET FLO I SPA I DRAIN- -., FLOOR, ( RAMP DN HALL VESTIBULE' _ _ _ _ _ x 1 BRAIN SPA bJRAIN - - - - - - - - 5/4X4 IPE DECKING LINE OF SOFFIT ABOVE ,• I x Axxx x Interior Elevation Tag PRE-FABRICAI ED SPA UNIT E BLE O ON MOVA FLOOR PANELS I 20 5/4X4 1PE DECKING x ON REMOVABLE FLOOR PANELS ' i LINE OF WOOD DECK ABOVE 1 r7 paa'Finish Floor - — — — ,ELV.(+/-20.8')T.B.D. IN FIELD I� �tTNE OFWOO��fEPS�BOGE- j / BASEMENT BEDROOM / POLISHED CONC. FLOOR - 1 WOOD FLOOR A-303 M E R Y L K R A M E R 3 1 a r c h i t e c t Basement Finish Floor -20 -200 / ELV.(21.87) —"— — — - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I / I 260 HORTONS LANE POST OFFICE BOX 1600 SOUTHOLD, NY 1 1 971 6 3 1 - 4 7 7 - 8 7 3 6 _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LINE0FMASONRYWALKWAYABOVE m k a r c h i t e c t c o m • - / LINE OF MASONRY PATIO ABOVE / WINDOW WELL UP WINDOW WELL STAIR WELL 2 -20 1335 FR 1335 Fleetwood Rd. Cutchogue NY 11935 SCTM# 1000-137-04-30 N Basement Plan 0 Basement Floor Plan Scale: 1/4" = 1'-0" SCALE:As Noted 2 A- 1 00 Bldg Dept copy from ZBA -200 Final reviewed doc4ments ZBA File# Yp 2019 Meryl Kramer Architect 3� � All Rights Reserved _ 1 1 4 1 Issue Date: ,Sgt'. (A-302 A-301 _20 A-300 9/19/18 Progress-STS Review 6/21/19 PROGRESS MTG 7/23/19 Progress-STS Review 8/27/19 Enlarged Garage G�g-(EREpq FD ?4 � NEW WOOD WOOD STEPS TRASH EQUIPMENT ENCLOSURE OUTDOOR SHOWER - - - - -� O O Drawing Legend: r____ _ Wall To Be Removed -7111 Wall To Remain 4I New Wall _2 MMUDROOM WALKWAY I New Foundation Wall O TILE FLOOR ON GRADE ——————— Lines Above i ------------ Lines Below -------•— Guidelines POWDER . - - - - - _ . � -------••-- Fence UJI - - - - - - - - - - - - - - - - - - i , 8.0'x3.5' o o _ sos Door Tag 0 UP DN - - - - - - - OPEN PLANTING BED 101 Window Tag ®— PLANTING BED BELOW 2 OPEN TO ABOVE 3 ENTRY HALL ` LINE OF LINE OF---►{ I � '20 � Section X, WOOD FLOOR 1 -40 3 FLOOR ABOVE OPEN TO ABOVE FLOOR ABOVE � Sheet A-XXX OPEN TO ABOVE 4 LINE OF SOFFIT Detail Tag _w — LINE OF SOFFIT WET BAR LINE OF SOFFIT WINDO SEAT x Elevation T - - - - - - - - ag r — — — z — — — - - - - - - - - - - - - - - - - - - - -- - - - - `— — — — - W �DROP� COVERED WOOD DECK 1 ZI °W x O x Interior Elevation Tag A CE SI Wood Deck I , -20 w � I GARAGE I S�ArR I ELV.(31.87') x 'z BATH P.C.SLAB,SEE(2/A-302) W.I.C. = L V J TILE FLOOR - - - - - - - - 0 WOOD FLOOR p Slab w II El o z ELV.(30.3') o JI a PATIO ON GRADE 'All 2 0 WOOD STEPS Tv ; GREAT ROOM LL 1 -40 3 0 1 WOOD FLOOR' Z A-303 4 J M E R Y L K R A M E R 3 1 a r c h i t e c t ' ' I -20 -200 WALKWAY ; Finish First Floor _ ON GRADE ; EL�(Tc— 260 HORTONS LANE ' - - - Patio on Grade '--F ELV.(32.0') POST OFFICE BOX 1600 I Walkway _ELV.(30.09') DEN FUTURE MASTER S O U T H O L D, NY 1 1 9 7 1 f WOOD FLOOR 6 3 1 - 4 7 7 - 8 7 3 6 ' m k a r c h i t e c t c o m 2 -20 1335 FR 1335 Fleetwood Rd. Cutchogue NY 11935 SCTM# 1000-137-04-30 AtFirst Floor Plan 1 First Floor Plan Scale: 1/4" = 1'-0" SCALE:As Noted Bldg Dept copy from ZBA A- 1 01 2 Final rev' ^';�ef�tisj_ -200 ZBA File _ 'oK10�° Dat� 1 1PkVZ rooc' 2019 Meryl Kramer Architect All Rights Reserved 1 1 4 1 P,-302 A-301 _20 A-300 Issue Date: Set: 9/19/18 Progress-STS Review 6/21/19 PROGRESS MTG 7/23/19 Progress-STS Review 8/27/19 Enlarged Garage \5-�EREDq n >, x 4802 Q. �F NEW"4© Drawing Legend: r_:-_7 ___, Wall To Be Removed Wall To Remain 4 New Wall -20 New Foundation Wall ——————— Lines Above ------------ Lines Below _-- —- -- — - -- - — — --- ------- — Guidelines STAIR HALL BALCONY ----------- Fence WOOD FLOOR - - - - - - - - - - - G Door Tag —SK` Y�.I��HT OPEN TO 3 Window Tag BELOW -20 Section X, OPEN TO BELOW i — — — — — — — — — — Sheet A-XXX OPEN TO BELOW Detail Tag El LINEN x Elevation Tag==EEE L I Finish Second Floor Q V—E LV.(42.7') — — ( x 1 GUEST B W.I.C. x O x Interior Elevation Tag -20 TILE FL R WOOD FLOOR x i STEEL El M. BATH AWNING W/p BELOW STACK TILE FLOOR TV MASTER BEDROOM 2 WOOD FLOOR CATHEDRAL CEILING"_ - MASTER DEN 1 - WOOD FLOOR A-303 GUEST BEDROOM M E R Y L K R A M E R li 3 1 WO D FLOOR a r c h i t e c t -20 -200 — f � 1 2 6 0 HORTONS LANE i SKYLIGHT POST OFFICE BOX 1600 SOUTHOLD, NY 1 1 971 6 3 1 - 4 7 7 - 8 7 3 6 OO m k a r c h i t e c t c o m DRAINS BELOW DECKING PROVIDE REMOVABLE ' FLOOR PANELS - TERRACE 5/4 X-4IPE WOOD DECKING 2 -20 L14i FR 1335 Fleetwood Rd. Cutchogue NY 11935 SCTM# 1000-137-04-30 Second Floor Plan N 2 Sec�1/4"! Plan Scal SCALE:As Noted Ile 2 A- 1 02 ' - -200 wr�19�� from ZBA ocuments (0/�� © 2019 Meryl Kramer Architect �� '1�1� All Rights Reserved AREA CALCULATIONS Issue Date: Set: 8/22/18 For Disapproval Q LOT COVERAGE: 0 1&2 STORY FRAMED DWELLING- 1,788sf o _ 1 STOREY ROOFS OVER WOOD DECK& MASONRY SURFACES- 673sf GARAGE- .363sf EXISTING WATER LINE TOTAL: 2„824sf 44.. o // � \ +�`` EXISTING TOTAL LOT AREA 21,255sf \ �`+ ELECTRIC SERVICE BUILDABLE LAND- 14,570sf ALLOWABLE LOT COVERAGE- 2,914sf(20%) PROPOSED GENERATOR \ PROPOSED MASONRY LANDING ON GRADE PROPOSED LOT COVERAGE 2,824sf(1g.4%) PROPOSED y `� PROPOSED 1 STORY ROOF O� �/ OVER WOOD STEPS 3'x4.5'TRASH ENCLOSURE O/ \ `` \� & MASONRY LANDING ON GRADE 10'x4.5' MECHANICAL ENCLOSURE `wJ �y / --- 6Z \ 8'x4.5'OUTDOOR SHOWER J �0S PROPOSED 1 STORY ROOF PROPOSED RETAINING WALL "pti� �C� \ — �.. _ OVER WOOD DECK PROPOSED STEPPING STONES a^ ��'� K;' =� ON GRADE EXISTING WELL TO BE ---- EP \�� ► PROPOSED 6.5'x23' 1 STORY PORTION OF DWELLING * ' ABANDONED _ _ \ \ 5off �` �\ :xy 22, 1�\,\ , `� `�� \+\ �26 — PROPOSED 6'x6.5' 1 STORY PORCH ROOF Nam . �, �•o r OVER MASONRY WALKWAY ON GRADE �? C2430? 3� EXISTING ELECTRIC METER \ % / \Y W.V. ----------------------------------------------EXISTING 1 STORY FRAMED STRUCTURE ROPOSED \ \. , ✓ % j �STORY\ /; /y , , //, , \\ ��;� �\� '• \ �32i% B�. � + / &OUTDOOR SHOWER ETA RR—AGE/ \ TO BE REMOVED EXISTING TREE D CHED GA TO REMAIN (TYP.) / //,,.(F.F. 30.0 , ��• `1' r,�-� -,'� ,'�\ \ - , i PROPOSED PERVIOUS GRAVEL PAD \ \\ \;26 PROPOSED MASONRY BORDER ON GRADE LP PROPOSED W. / PROPOSED MASONRY WALKWAY ON GRADE PERVIOUS DRIVEWAY 'v Cv A, .ti�zi'�. 1 Drawing Legend: RELOCATED DRYWELL :.. �'`. \ ry"� \ T� gE� r_____ Wall To Be Removed � � \. 18 \ � I � � \g-(.;; ;'. ;%;. TIDAL WETLANDS BOUNDARY S,. EX / . COl j 2 O i " �� AS DELINEATED BY Wall To Remain O h / ''/ /,. + EXISTING DRYWELL �' ' ' \ O \ co 'L- ^ / '' ,. 1 \+ 1 EN-CONSULTANTS TO BE RELOCATED \ : .. �� ` `,,\ ` /: �' / ✓ 1 `` / -\ "�""- --I -1 //. /, New Wall New Foundation Wall PROPOSED \ :: `.<' s` `. 'r ✓.: 1 \+ ——————— Lines Above STEPPING STONES ON S� , \ // ; ,T . - 32r,:/ 1r +\ ------------ ::. :.`! ! % r: + 1 Lines Below 00o a �, � • sr ,� o' �_... is j,•` ,, . . ;;: , �rV i,!%/� - — — — — — Guidelines Fence PROPOSED MASONRY WALKW \ :•. T \ :: ...: :: : :::.. : %' : -/ �. ON GRADE \: cps, \`` \ " ' \�\ 5,� 'O ./,; i \.,� 101 PROPOSED Door Tag . � TBq'_ :!/,' �`� EXISTING 2 STOR MASONRY RETAINING WALL TO REMAIN �`� \ ,, FRAMED DWELLING '.,� /��,'',;"/- ';. '��' 0 Window Tag ."i i t x Section X, Sheet A-XXX 01 PROPOSED \ 4 BEDROOM SEPTIC SYSTEM /\ j/�. �' % I�� 1 ( x Detail Tag 01 / - i EXISTING 8'x12.2' — \\ \ yy \ SSS +/-48.0' i / 1 1 , Elevation Tag 1 STORY SHED l TO BE REMOVED x PROPOSED 4'x15' S \ o o' i _ ,., /.- \ �' y, rn I I x Axxx x Interior Elevation Tag 1 STORY PORTION OF DWELLING o r ' x 2 ;. I y \ .\ ..\. i ! / O I I \ / j Z • /�G I PROPOSED 4'x20' BASEMENT ED ACCESS STAIR ♦ j>_— \ �' �'�` Q�/ % PRO�1\0i <: /� RF:. a r c h i t e c t I PROPOSED 4 x16 1 STORY ROOF OVER MASONRY PATIO ON GRADE CN LLJ 260 HO TONS LANE ILLS PROPOSED MASONRY PATIO �f'�' W POST OFFICE BOX1t70 ON GRADE _ _ - �Te\� !'` �! / \- �C� ';' I SOUTHOLD, NY 1 1971 N E 3 1 - 4 7 7 - 8 7 3 6 m k a r c h i t e c t c o m /" \ 0 EXISTING SANITARY TO BE ABANDONED A\ ___. / ;j/; /� i I � AND BACK FILLED WITH CLEAN COARSE SAND00 ;rLij ,, I EXIST, WOOD STAIRS I I \ `' I \� :' ' I PROPOSED CEDAR HEDGES �.335 F,./ /, I \ ! I TO REMAIN 1335 Fleetwood Rd. PROPOSED PROJECT LIMITING SILT FENCE Cutcho ue NY 11935/ \ SH D SCTM# 1000-137-04-30 f% I \,f I FLOAT Site Plan � BASE MAP INFORMATION BASED UPON SURVEY I EXIST. CATWALK Scale: 1" - 10 ft BY KENNETH M.WOYCHUK LAND SURVEYING, PLLC \\ N.Y.S. LISC. No. 050882, DATED APRIL 26,2018 \ / ♦ i I � i \♦ i i Site Plan `\ I \ I \ l SCALE:As Noted \♦ I �i Bldg Dept copy from ZBA Final reuiewed do c ments 7 ZBA Fil # a(,p� A Date: / ! 1 '�®® 1 1 © 2018 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 8/22/18 For Disapproval /—/� � �{��• c�1. a(F� ;,. --/ 63'-113/4" -� - PR — —/ _ / 10-13/4 24'-111/2" 22'-10 1/2" \ 6'-0" ! ! /— 21'-0" — / ! — DmAng Legend: / r Wall To Be Removed /— Wall To Remain y' New Wall New Foundation Wall ! ————— -- Lines Above —/ TRASH EQUIPMENT ENCLOSURE / OUTDOOR SHOWER / WOOD STEPS / / ------------ Lines Below 777 /— -- —- - - -- — -- — — — -- Fence _, .. .,. Door Tag CV N / r - — N POWDER 101 Window Tag `0 MUDROOM WALKWAY x_ Axxx —i Section X, 22.0'x1o.O' ON GRADE Sheet A-XXX - x v E . � . �. ate':: ::� :. ::'�. ��.•,,;.:�. I :�s:. ��. _ — Detail Tag Pe., a = - - - - - - - - - - - - - - - - - - - - - - - cn I x o o 7.0 x3.5 ! — — — — — 7 Elevation Tag 0 0 „ -- - / PLANTING BED - PLANTING BED ti x a »':: ` / xxx x Interior Elevation Tag / ENTRY HALL 00 x / 10'-0" 9'-111/2" OPEN TO ABOVE / - ' .� as' :•`%. Yam;':, :.3`<. ,`�' _.- z•: ��i'� .. / / rc / - - - - - - - - - - - - - - - - - - - - - - - - - - N COVERED WOOD DECK / GARAGE Wood Deck — GREAT ROOM M E R Y L K R A M E R 1 31.87' — — BATH I Slab _ — 37.0 x19.0 a r c h it e c t / ® +/-30.0' 5.5'x9.0' W.I.C. I - - - - - - -_ _— .__.____ _-____-____._.-_._._-._.•_ / 5.5'x7.0' — w! 260 HORTONS LANE o > 61 Q' PATIO ON GRADE POST Ol'I'lCE BOX 1600 "' o 17.0x19.0 SOUTHOLD, NY 1 1 971 0 o WOOD STEPS II L No 6 3 1 7 7 - 8 7 3 r+ o k m a r c h I t e C t . 4 iT3 o, I WALKWAY DEN FUTURE MASTER L, ON GRADE 16.0'x13.5' Patio on Grade II 32.0' Walkway II Finish First Floor 31.37' _— 32.2' .—__—.—_.— — -- 44235 FR r; n 1335 Fleetwood Rd. utchogue NY 11935 SCTM# 1000-137-04-30 41 ye'' E=ii - --- s";L`. .•pis ' .-:'r`.m w,":Y'', dt w• w. +.f'.- L ,.. 20'-OIL 22'-8 1/4" 19'-11 1/2" 8'-6" 2'-0" 14' 11" 38'-6 3/4" I 55'-5 3/4" First Floor Plan I 63'-113/4" -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — SCALE:As Noted PROPERTY LINE At B„a9 Dept copy from Z eviewedl dpcu BA ZBA File# '� (o(Dment$ Date: First Floor Plan / � 1) Scale: 1/4" = 1'-0" A- 1 01 © 2018 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 8/22/18 For Disapproval � .:D�ry C 'P m' 53' 10" 10'-13/4„ '•� O Drawing Legend: r_--— — — ROOF BELOW _ Wall To Be Removed — — — Wall To Remain New Wall New Foundation Wall : A.. Ib ------------ Lines Below STAIR HALL BALCONY ------- — Guidelines 22.0'x8.0' Fence cV 101 Door Tag OPEN TO ti BELOW 00 101 Window Tag OPEN TO BELOW OPEN TO BELOW Section X, Sheet A-XXX Detail Tag o LINEN _ W.I.C. x Elevation Tag GARAGE ROOF BELOW 12.0'x5.5' GUEST BATHv.., - .,w ,..-..., I x 10.0'x5.5' Ix axxx x Interior Elevation Tag k::E:. x 0 MASTER BEDROOM 14.5'x 19.0' CATHEDRAL CEILING ROOF BELOW M. BATHi — - - - - - , 6.0'x 14.5' N GUEST BEDROOM GUEST BEDROOM ; 14.0'x13.0' 15.5'x13.5' R v L !t R o M E rt — ° I a r c h i t e c t I .. _ __....... �. 2 60 H 0 RT0IN S LA IN E GAS FIREPLACE Ll POST OFFICE BOX 1600 : SOUTHOLD, NY 1 197 1 Li 6 3 I 4 7 7 8 13 6 rn k a r c h i t. e G t c o rn 0 14' 11" 1335 FR 1335 Fleetwood Rd. 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All Rights Reserved I . PROPOSED DWELLING ___,�,__ -l",, .-,'_"',_," .1,,-, 1 I J1.1 ............ .111-11, 11 1-1-1.1 1 I I—— _ ,��,:__ _�, _111 I'l-1- I'-.,: "",., �,-".�",.",-.�.�..�.,�..,-.�.... __ .-.. — J"Mr-MW I _1"I I . L 8 DoorTag GWindow Tag 10— Sheet A-XXX r7\ r7 Detail Tag \~_'/ ---_ _, . - - 0 Elevation Tag PROPOSED DWELLING PROPOSED GARAGE I � ;�:-",-�-._,�J. . (i� !_�F,�_ ,j, ; i I -1 I Ij E I �! 1 111111.11111.111 A , � � i I 1 1 I . Cale. 114 _0 --- A-201 I Bldg Dep_t__cop-y-f,om—ZBA C ��ali 'Iell �Side, ' @ 2O18 Meryl Kramer Architect RET�,1A, S PuiS ` T U"f DATER DO NOT PROCEED WITH 9 r�T TO U RU�ICF FRAMING UNTIL SURVEY 0r THE TUVVT CHAPTER 236 OF FOUNDATION LOCATION Issue Date: Set: CODE. HAS BEEN APPROVED. _ Drawing List: 3/27/19 Trustees Submission F" NO. SHEET NAME DATE 6/21/19 PROGRESS MTG 7/23/19 Progress-STS Review O ..�.., a.- ....� r " �" '�¢ r e � 8/27/19 Enlarged Garage O qg `Y A A-001 Site Plan A j i i 3 8/29/19 Foundation Pricing A-002 Code Sheet 9/16/19 Permit j f d t + EXISTING WATER LINE A-100 Basement Plan A-101 First Floor Plan 9/16/19 A-102�/ / \ i Second Floor Plan 9/16/19 �_ + EXISTING + ELECTRIC SERVICE �/ A-103 Roof Plan 9/16/19 PROPOSED GENERATOR PROPOSED MASONRY LANDING ON GRADE A-200 West/South Elevations 9/16/19 PROPOSED A-201 East/North Elevations 9/16/19 PROPOSED 1 STORY ROOF , ��. 0�♦ 3 x4.5 TRASH ENCLOSURE A-202 Gara er Elevations 9/16/19 o O/ \` OVER WOOD STEPS 10'x4.5' MECHANICAL ENCLOSURE �.. &MASONRY LANDING ON GRADE "J 8'x4.5'OUTDOOR SHOWER A-300 Building Section g/16/1 g \� o• PROPOSED 1 STORY ROOF A-301 Buildin Section 9/16/19 ��tED qR,y \ PROPOSED RETAINING WALL OVER WOOD DECK �... _ A-302 Bulldln Section - Garage 9/16/19 � �.t� ►cam O'�i�, PROPOSED STEPPING STONES 9/16/19 A-303 Buildin Section ON GRADE /�, * e . •�'• � � +�+ 'V o PROPOSED 6.5'x23' 1 STORY PORTION OF DWELLING EXISTING WELL TO BE I EXP. ) /' -� S-100a Structural Details 9/16/19 +\2 SQ►► S-100b Structural Details 9/16/19 d ABANDONED \ / / _ c �'_ `� 22\18`, \ '� `�` �26 OVER MASONRY WALKWAY ON GRAD PROPOSED 6'x6.5'1 STORY PORCH ROOF S-101 a Foundation Wall Sections 9/1 / '9 o Q- °. 8�3, 6 19 T 24s02 p y \ 3g�5 \ �� S-101 b Foundation & First Floor Framing Plan 9/16/19 OF V`� EXISTING ELECTRIC METER-j �. �W V + + EXISTING 1 STORY FRAMED STRUCTURE S-102 Second Floor Framin Plan 9/16/19 NE PROPOSED �� &OUTDOOR SHOWER .8�. S-103 Roof FramingPlan 9/16/19 �. \ •.' �: - 1 STO � TO BE REMOVED CA�DI��i�cQlltEtD DE - GARAGE \ \ PROPOSED PERVIOUS GRAVEL PAD F.F. 30.0) � •.;��o� :�: ��: : := � � :�. \ \ I 1 -- co + / PROPOSED MASONRY BORDER ON-GRADE 3 _ L.P. PROPOSED / S8 O' . . . .'. . T �p PROPOSED MASONRY WALKWAY ON-GRADE PERVIOUS DRIVEWAY II Drawing Legend: RELOCATED DRYWELL _ Wall To Be Removed \� �` ti'• ,: \ �� ''E�\S�% // +\ \ TIDAL WETLANDS BOUNDARY - - - - - IN. C01 1�5• cq O ,/ / •. AS DELINEATED BY 8 DIA.x 8 (M ) \ / \ ` � Wall To Remain / EN-CONSULTANTS, MARCH 27,2018 New Wall ��` New Foundation Wall l�a��1:R ! ": ,��, ,rP'`,. �.,.� EXISTING DRYWELL �. . . . . . . . . . . , � D ..,.7 � ,•;n� ip TO BE RELOCATED �� ?2 / I f _ Lines Above ---_._......-. B.P.�;�4�� PROPOSED `�� . . . S3 — ` ,� 2 � // / � +\. I F : �a STEPPING STONES ON-GRADE --'---'---- �� F�• . . Lines Below L / '- _ Guidelines N`-: Y B[JILD!,,!G %;-r'AF�1,AEN T AT PROPOSED — S °' .t15-!,,�2 A AM TO 4 Prw,l ', ` O Fence Door Tag f'�JR THE 4 BEDROOM SANITARY SYSTEM r ' 2 , ;1LLf: ';iNG INS'IECT'oNS': 1250 GAL.S.T.w/(1)8' DIA.x 12' DEEP L.P. �`O" sos TWO REQUIRED � 2c.� :.: :•: :� PROPOSED> O r'-r PROPOSED MASONRY WALKWAY e\1 2 STOR 0 POU^ECJ C�', \ Iv.,f'LT:: / // 1 I 101 Window Tag Bloydrer door ON GRADE -- - 5 O .�. . _ �.�. -� 2. TOUGH FRA��lNG FLLJ`.�EitJG FRAMED DWELLING -4. INSULATION and ductcvork EXISTING ( ) / I I Axxx Section X, 4. F,::"1 . F.F. 32.2 L CC N^TRUCTION ffIJST 'estingrequired, MASONRY RETAINING WALLrO REMAIN / , Section X, / I BE COl,';'L.-T E 707 C.U. F�LL COI�iS'1"IL��:,Ti'JN SHALL PJ1irET THE � PROPOSED XX / I I x Detail Ta r Ul:;Es'EN;S OF I Q I g THE COGS OF FIORD �\ 1 ® I rn I �� 4 BEDROONSEPTIC SYSTEM 01, / / � 1 '< STATE. PJ�T Rr:SPQN;;IbLE FOt"i GEOTHERMAL WELL FIELD CONSISTING OF ' Q L��.:SI;;N OR CONSTRUCTION ERRORS, \ y S +/-48.0' � / / A TOTAL OF FIVE 5 BORES AT A DEPTH OF310' � " '.r EXISTING 8'x12.2' S / / / HORIZONTAL PIPING TO BE AT A DEPTH OF 54 1 / / „ I CA � Elevation Tag 1 STORY SHED &SHALL BE PIPED IN A REVERSE RETURN ti x nI1,9PLY WITH ALL CODES Oi= TO BE REMOVED // / CONFIGURATION. I T I I o \ � / / NEW YURK STATE & TOWN CODES ` p �y°' / I m I x Axxx x Interior Elevation Ta // r O g PROPOSED 4'x15' S / AS REQUIRED AND CONDITIONS OF All exterior lighting 1 STORY PORTION OF DWELLING / � I � / / (f1 ! x installed replaced or `� v 2 / // N 10 SOUTHOLD T0�'dN ZBA / re aired shall conform ,`� ! / P �'' /� Q ?!�'"�� 1 ,!v!�!P,'GEOARD to Chapter 172 ° SOUTHOLD T of �i� / CA OV�'N TRUSTEES the Town Code 2 ' '�� / r � I Ar ti" nEC 9 ` 66' \ // 1,� PROPOSED 4'-10"x20' BASEMENT \ /) / ( .\ �/,PROPO\0 ACCESS STAIR f / / \ / '��/ 10, 0 / I I ' I ^ M E R Y L K R A M E R f'L(lid`� � G•�"�-'P lFICAT/ON \ a r c h i t e c t u_`i, /NOU�FRRr ON LEAD CONTENT 13EFORE PROPOSED 4'x16' 1 STORY ROOF _ -� ' \'� I Ln 1.,L,R I U-1CATE OF OCCUPANCY ftR OVER MASONRY PATIO ON GRADE �. \ I / //� N LU SOLDER USED IN V1/ATER Lij L�gE P �r�r �n � 2 6 0 HORTONS LANE UU,�'F'L 1'SYSTEM CANNOT UPON C�0� TO C`oD PROPOSED MASONRY PATIO ' I W POST OFFICE BOX S �S' �. X 1600 BEF �ldP(,ET/Q/V ON GRADE �`�, �0 \ I I EXC:EED2/100F1% LEAD. E. I � 0 SOUTHOLD NY I OR "wATERn r PROPOSED DRYWELL C/� �. 29 / , �.�/ 1 9 7 8 DIA.x 6 HT. 4'WIDE PATH TO STAIRS I I N 6 3 1 - 4 7 7 - 8 7 3 6 EXISTING SANITARY TO 3E ABANDONED A\� �.� // /� // i I I I °0 /� ^ m k a r c h 1 t e c t c o rn PLU PROJECT INFORMATION AND BACK FILLED WITH CLEAN COARSE SAND /Q / v J BlNG 100 T ' .'�;`Mir I , S 4fr-STE SCTM# 1000-137-04-30 ZED � I I I W c; �C ,� COVEEt;,r'G PROPERTY 1335 FLEETWOOD RD. {{ ADDRESS CUTCHOGUE NY 11935 ZONING R40 Site Plan / / EXIST. WOOD STAIRS I 1 \ /r I Scale: 1" = 10'-0" llSt p PROPOSED CEDAR HEDGES /// /// j I I 1335 FR Provide h/Iarluals — // D, I and S as BUILDING HEIGHT ALLOWABLE- 35' TO REMAIN � � � I Per ACTUAL-31' BASE MAP INFORMATION BASED UPON SURVEY jv�rs � 1335 Fleetwood Rd. Lner BY KENNETH M.WOYCHUK LAND SURVEYING, PLLC / PROPOSED PROJECT LIMITING SILT FENCE / / EXI T. I I Cutchogue NY 11935 �CO��e ENERGY CODE COMPLIES WITH 2O15 IECC N.Y.S. LISC. NO. 050882, DATED MARCH 18, 2019 / SHp I I SCTM# 1000-137-04-30 EXIST. f I FLOAT EXIST.CATWALK AREA CALCULATIONS LOT COVERAGE: I Based on upland area landward of crest of bluff: 14,570 sf 1 / Site Plan EXISTING LOT COVERAGE: BLDG.WITH SHOWER 356 sf SHED 98 sf \� / TOTAL: 454 sf(3.1%) I PROPOSED LOT COVERAGE: `� I 1&2 STORY FRAMED DWELLING- 1,791 sf 1 STORY ROOFS OVER WOOD DECK& MASONRY SURFACES- 650 sf GARAGE- 435 sf TOTAL: 2,876 sf / �` I SCALE:As Noted TOTAL LOT AREA- 21,255 sf BUILDABLE LAND- 14,570 sf ALLOWABLE LOT COVERAGE- 2,914 sf(20%) PROPOSED LOT COVERAGE- 2,876 sf(19.7%) / AREA OF DISTURBANCE 11,900 sf l A-001 © 2019 Meryl Kramer Architect All Rights Reserved GIRDER AS SPECIFIED CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA AS PER NYS RESIDENTIAL CODE R 301.2.1 FRAMING NOTES: Issue Date: Set: THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TO 9/19/18 Progress-STS Review BLOCKING PER ULTIMATE TOPOGRAPHIC SEISMIC DESIGN ICE SHIELD UNDERLAYMENT THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. 6/21/is PROGRESS MTG MANUFACTURES SPEC. GROUND SNOW LOAD WIND SPEED MPH EFFECT WIND CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY WINTER DESIGN TEMP. FLOOD HAZARDS (MPH) (WIND) REQUIRED 7/23/19 Progress-STS Review f JOIST AS SPECIFIED WOOD FRAMING 9/16/19 Permit METAL HANGER PER 20 130 NO B SEVERE 36"(TOP) M to H S to M 11 YES 1984/1998 MANUFACTURES SPEC. 1.ALL LUMBER IS TO BE NO.2 OR BETTER DOUGLAS FIR LARCH WITH THE FOLLOWING MINIMUM SPECIFICATIONS: FB=900 PSI FV= 180 PSI FC PERP=625 PSI Typical Joist Hanger E= 1,600,000 PSI Not To Scale 2.ALL LAMINATED VENEER LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: Nail izes GENERAL NOTES: FB=2,900 PSI RAFTER Joint Description (common nails U.O.N.) Nail Spacing FV= 290 PSI (1)SIMPSON H2A STRAP PEF ROOF FRAMING 1- ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN ACCORDANCE WITH THE NEW YORK STATE UNIFORM FC PERP= 750 PSI RAFTER w/(12)8d COMMON AILS BUILDING CODE,AND NEW YORK STATE ENERGY CONSERVATION CODE,AND LOCAL AUTHORITIES E=2,000,000 PSI Rafter to Top Plate(Toe-nailed) 3-8d per rafter WALL PLATES Ceiling foist to Top Plate(Toe-nailed) 3-8d per joist 2-ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED BY CONTRACTOR(S) PRIOR TO START OF 3.ALL LAMINATED STRUCTURAL LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: Ceiling Joist to Parallel Rafter(Face-nailed) 3-16d each lap CONSTRUCTION AND ORDERING OF MATERIALS.THIS FOUNDATION HAS BEEN DESIGNED FOR A SOIL BEARING FB=2,80 STUD WALL 1 :;;`� Ceiling Joist Laps over Partitions(Face-nailed) 4-16d each lap CAPACITY OF TWO (2)TSF AND GRADES LESS THAN 5%.CONTRACTOR SHALL VERIFY THAT THESE CONDITIONS FV=290 PSI Collar Tie to Rafter(Face-nailed) 2-8d per tie ARE MET.ALL FILL BENEATH CONCRETE SLABS TO BE COMPACTED TO 95%RELATIVE DENSITY. FC PERP=740 PSI Rafter/Plate/Stud Connection Blocking to Rafter(Toe-nailed) 2-8d each end E=2,100,000 PSI 2 (1)CSHP18 METAL STRAP PER Rim Board to Rafter(End-nailed) 2-16d each end 3-PROVIDE FLASHING AT ALL ROOF BREAKS,CHIMNEYS,SKYLIGHT, EXTERIOR DOOR/WINDOWS AND DECKS Not To Scale STUD w/(8)8D COMMON ETC. 4.ALL ANTHONY POWER BEAMS(APB)ARE TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: * t 1+r WALL FRAMING FB=3,000 PSI NAILS PER 10"END LENGTH _-_ --_--__ - _-_________ IPA - Top Plate to Top Plate(Face-nailed) 2-16d 1 per foot 4-DO NOT SCALE DRAWINGS FV=300 PSI "9 p2480� Top Plates at Intersections(Face-nailed) 4-16d joints-each side FC PERP=850 PSI Stud to Stud(Face-nailed) 2-16d 24"o.c. 5-DESIGN CONSULTANTS OR RECORD ARCHITECT-ENGINEER ARE NOT RESPONSIBLE FOR THE INSPECTION, E=2,100,000 PSI OF NE`N Header to Header(Face-nailed) 16d 16"o.c.along edges SUPERVISION, OR ADMINISTRATION OF THIS CONSTRUCTION PROJECT. FEDERAL,STATE AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 5.ALL TREATED LUMBER IS TO BE NO. 2 OR BETTER SOUTHERN PINE AS GRADED BY THE SPIB. WALL STUD Top or Bottom Plate to Stud(End-nailed) 2-16d per 2x4 stud 2-16d per 2x6 stud 6-THIS DRAWING IS AND INSTRUMENT PREPARED TO FACILITATE CONSTRUCTION AND SHALL NOT BE 6.ALL BEAMS FABRICATEEWITH MULTIPLE LAMINATED VENEER LUMBER BOARDS ARE TO BE NAILED/BOLTED IN 2-16d per 2x8 stud CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. Bottom Plate to Floor Joist,Ba ndjoist,Endjoist or Blocking 2-16d 1'2 perfoot 7-THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE NEW YORK STATE ENERGY CONSERVATION 7.ALL STRAPS,CONNECTCRS, PLATES, BOLTS, NAILS, ETC.ARE TO BE GALVANIZED OR STAINLESS STEEL. DESIGNATED (Face-nailed) CODE. CONNECTORS,STRAP ETC.ON THESE DRAWINGS ARE MADE BY SIMPSON UNLESS INDICATED OTHERWISE.ALL FLOOR JOIST - ----- -- - CONNECTORS,STRAPS ETC.ARE TO BE NAILED/BOLTED IN ACCORDANCE WITH THE MANUFACTURER'S Drawing Legend: FLOOR FRAMING 8-CONTRACTOR SHALL OBTAIN ALL PERMITS. SPECIFICATIONS. Joist to Sill ,Top Plate or Girder(Toe-nailed) 4-8d per joist [ _ _ _ _ _ = i Wall To Be Removed Bridging to Joist(Toe-nailed) 2-8d each end 9-DETAIL LABELED(TYPICAL DETAILS"ON THE DRAWINGS SHALL APPLY TO ALL SITUATIONS OCCURRING ON THE 8.ALL FLOOR SHEATHING IS TO BE 23/32 INCH AC TYPE PLYWOOD,TONGUE AND GROOVE,WITH AN APA,SPAN RATING Wall To Remain Blocking to Joist(Toe-nailed) 2-8d each end PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY DETAILED.THE APPLICABILITY OF THE OF 48/24. FLOOR SHEATHING SHALL BE GLUED AND NAILED TO THE FLOOR JOISTS IL New Wall ANCHOR BOLT Blocking to Sill or Top Plate(Toe nailed) 3 16d each block TYPICAL DETAILS IS TO BE DETERMINED BY THE TITLE OF THE TYPICAL DETAIL.SUCH TYPICAL DETAILS SHALL WALL STUD 4'O.C.(TYPICAL) Ledger Strip to Beam(Face-nailed) 3-16d each joist APPLY WHETHER OR NOT THEY ARE KEYED IN AT EACH LOCATION IN THE DRAWINGS. 9.ALL ROOF SHEATHING IS TO BE 5/8 INCH APA RATED SHEATHING. SPAN RATING AS REQUIRED TO SUIT SUPPORT New Foundation wall 11 ; 12"FROM CORNERS Joist on Ledger to Beam(Toe-nailed) 3-8d perjoist SPACING INDICATED, EXPOSURE DURABILITYI,TWO SPAN MINIUMUM. -------- Lines Above (1)CSHP18 METAL ;j w/0.229"x3"x3" Band Joist to Joist(End-nailed) 3-16d per joist STRAP PER STUD �' ° BEARING PLATES, 1 ------------ Lines Below w/(8)8D COMMON B(TYP) Band Joist to Sill or Top Plate(Toe-nailed) 2-16d per foot _ _ _ 10.ALL WALL SHEATHING IS TO BE 15/32 INCH APA RATED EXPOSURE 1 PLYWOOD AND SHALL BE NAILED NAILS PER END ------- ROOF SHEATHING FOUNDATION NOTES: (PER DETAIL H/S-100) - Guidelines --•-•------ Fence 11.SOLID BLOCKING IS TO BE INSTALLED EVERY 8' MAX OR MID SPAN OF ALL FLOOR JOISTS WITH SPANS EXCEEDING Stud Straps l� Structural Panels 8d SEE NAILING SCHEDULE g 3 Second Floor Box THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE 81• G Door Tag Not To Scale BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. Diagonal Board Sheathing 12. DOUBLE JOISTS ARE TO BE INSTALLED BELOW PARALLEL WALLS. 1"x 6"or 1"x 8" 2-8d per support 1- ALL CONCRETE 3,500 PSI MINIMUM AFTER 28 DAYS. PROVIDE 0.50 MAXIMUM WATER TO CEMENT RATIO AT 101 Window Tag 6 Header & Post Tie Downs 1"x 10"or wider 3-8d per support GARAGE SLAB ON DECK. 13. BLOCKING IS TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS. 21/2" Not To Scale -- - -- --- - ---------- -- --- - 7MIN. _ CEILING SHEATHING 2-ALL REBAR ASTM A-615 GRADE 60. 14. MAXIMUM MOISTURE CONTENT SHALL NOT EXCEED 19%. Axxx Sheet ection XXX, Gypsum Wallboard 5d 7"edge/10"field 3-FOOTINGS ARE TO BE INSTALLED ON UNDISTURBED VIRGIN SOIL. THE BOTTOMS OF ALL FOOTINGS ARE TO BE 15.CONSTRUCT LOAD BEARING FRAMING FULL LENGTH WITHOUT SPLICES. �;�_ _ --- - ------ ---- -- -- INSTALLED A MINIMUM OF 3' BELOW GRADE UNLESS INDICATED OTHERWISE. Detail Tag WALL SHEATHING 16. USE SHEATHING CLIPS BETWEEN SHEETS BETWEEN ROOF FRAMING MEMBERS. BEAM (2; 1/2"DIA. Structural Panels 8d (see detail J) 4-REBAR INSTALLED ALONG THE TOP OF THE FOUNDATION WALLS WITHOUT WINDOWS ARE TO BE INSTALLED 3" THROUGH-BOLTS Fiberboard Panels BELOW THE TOP OF THE FOUNDATION WALL. REBAR INSTALLED ALONG THE TOP OF FOUNDATION WALLS WITH 17.ALL POSTS AND COLUMNS FROM HEADERS AND BEAMS SHALL BEAR CONTINUOUSLY TO CONCRETE FOUNDATIONS Elevation Tag w/WASHERS 7/16" 6d 3"edge/6"field WINDOWS ARE TO BE INSTALLED 3" BELOW THE BOTTOM OF THE WINDOW OPENING, IN ADDITION TO THE REVAR INCLUDING SOLID BLOCKING IN FLOOR SPACES. Axz INSTALLED ALONG THE TOP OF THE FOUNDATION WALLS. x 25/32" 8d 3"edge/6"field 18.ALL BEARING WALLS SHALL BE BLOCKED AT 4'-0"ON CENTER VERTICALLY UNLESS NOTED OTHERWIISE. DECK POST 2 5 1/2'-' 7"edge/10"field 5- 7"MIN.SPLICING LENGTH TO BE PROVIDED FOR REBAR UNLESS OTHERWISE NOTED x Axxx x MIN. Gypsum Wallboard 5d O Interior Elevation Tag 19.ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE PRESSURE TREATED, PT. ° Hardboard 8d (see table 3.9) 6-ALL SNAP OFF FORM TIES ARE TO BE REMOVED AND REMAINING OPENINGS ARE TO BE SEALED/GROUTED. x Particleboard Panels 8d (see table 3.9) _ (1)CSHP18 METAL 20. FILL ALL FASTENER HOLES IN WOOD CONSTRUCTION CONNECTORS WITH MANUFACTURER'S RECOMMENDED STRAP PER STUD w/ Diagonal Board Sheathing 7-THE FOUNDATION CONTRACTOR SHALL COORDINATE WITH THE PLUMBING AND ELECTRICAL CONTRACTORS FASTENER. e (8)8D COMMON 1"x 6"or 1"x 8" 2 8d per support RELATIVE TO INSTALLATION OF SLEEVES AND OTHER PENETRATIONS PRIOR TO POURING CONCRETE. NAILS PER END 1"x 10"or wider 3-8d per support POST BASE - __-__ -pSTEEL FLOOR SHEATHING 8-THE ENGINEER IS TO BE CONTACTED IF UNACCEPTABLE OR QUESTIONABLE SOIL IS ENCOUNTERED DURING - �CONC.PIER ------ EXCAVATION. UNACCEPTABLE SOIL IS SOIL CONTAINING CLAY AND/OR ORGANIC MATERIAL OR HAVING A BEARING 1.SHOP DRAWINGS: INDICATE PROFILES,SIZES,SPACING, LOCATIONS OF STRUCTURAL STEEL MEMBERS, INCLUDING CAPACITY OF LESS THAN 2 TONS PER SQUARE FOOT. OPENINGS,ATTACHMENTS,AND FASTENERS. SHOW ALL CONNECTION DETAILS. INDICATE WELDED CONNECTIONSAr ' a Af ANCHOR BOLTS Structural Panels 10d 4"edge/6"field WITH AWS A2.0 WELDING SYMBOLS. 0 9-INSTALL ISOLATION JOINTS ALONG FOUNDATION WALLS AND AT COLUMN AND OTHER FLOOR PENETRATIONS. ' U o w/0.229"x3"x3" Diagonal Board Sheathing 2. FABRICATOR AND ERECTOR:AISC-CERTIFIED COMPANY SPECIALIZING IN PERFORMING THE WORK OF THIS SECTION -INSTALLED CONTRACTION JOINTS IN THE CELLAR FLOOR SLAB EVERY 15' MAXIMUM. ; BEARING PLATES, 1"x 6"or 1"x 8" 2-8d per support 10 WITH MINIMUM FIVE YEARS EXPERIENCE. M E R Y L K R A M E R (NIP') 1"x 10"or wider 3-8d per support a r c h i t e c t Deck Beam/Post - ----- -- -- - 11-FOUNDATION EXCAVATION IS NOT TO BE BACK FILLED PRIOR TO THE INSTALLATION OF THE FLOOR FRAMING 3.MATERIALS 4 Not To Scale &BASEMENT SLAB CONIC.WALL 1 Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge.If wall sheathing is nailed 3.1. UNLESS NOTED OTHERWISE,STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING: 3"on-center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall 12-BACKFILL ALONG FOUNDATION WALLS IS TO BE GW,GP,SW OR SP SOILS PER USCS(ASTM D 2487 AND IS p g g g o ) 3.1.1. WIDE FLANGES: ASTM A992,GRADE 50 2 6 0 HORTONS LANE be doubled,or alternate connectors,such as shear plates,shall be used to maintain the load path. TO BE MECHANICALLY COMPACTED IN 6 LIFTS TO 95/o OF MAXIMUM DRY DENSITY. 3.1.2. ANGLES,CHANNELS,PLATE AND OTHER HOT ROLLED SHAPES: ASTM A36 CSHP18 METAL 3.1.3. TUBES:ASTM A500,GRADE C. POST OFFICE BOX 1 6 0 0 STRAPS w/(10)8D 13-UNDERPIN EXISTING FOUNDATION. CONNECT EXISTING FOOTING TO NEW FOOTINGS AND WALL TOPS WITH 3.1.4. PIPES:ASTM A53,GRADE B. COMMON NAILS PER N0.5 REBAR DOWELS. SOUTHOLD, NY 1 1 971 10"END LENGTH 3.2. BOLTS, NUTS,AND WASHERS: 6 3 1 - 4 7 7 - 8 7 3 6 RAFTER 3.2.1. BOLTS: TYPE 1,HEAVY HEX, MINIMUM 3/4" DIAMETER. USE"A325"LINO(=ASTM F3125 GRADE A325 m k a r c h i t e c t c o m BLOCKING 7 First Floor & Sill Anchors OR GRADE F1852) ° Not To Scale 3.2.2. NUTS: ASTM A563 HEAVY HEX. 3.2.3. WASHERS: ASTM F436 TYPE 1 HARDENED WASHERS. RIDGE BEAM 3.2.4. PROVIDE BOLTASSEMBLIES GALVANIZED TO ASTM A153 AT GALVANIZED STRUCTURAL MEMBERS. a"Vent Thru Roof 3.3. ANCHOR BOLTS:ASTM F1554 GRADE 36, UNLESS NOTED OTHERWISE. Rafter Straps FRAMING ROOF 5 Not To Scale 3.4. WELDING ELECTRODES: E70xx PER AWS D1.1 UNLESS NOTED OTHERWISE. �- 3' No.8 SCREWS 12 O.C. 2 �335 FR 4' f4p' 4 - "- 3.5. GROUT: ASTM C1107, FACTORY-PACKAGED, NONMETALLIC AGGREGATE, NONCORROSIVE ANDN TYP. F- 1 I I I I I I , NONSTAINING,SHRINKAGE-RESISTANT GROUT WITH MINIMUM COMPRESSIVE STRENGTH OF WASHER(TYP.) PLYWOOD OPENINGS 12" 11 1/2" 11 1/2' 12" 1 2" 2" 1 1 1 2" 1 112" 1 } PROTECTION;THICKNESS 1 LAV. LAV. 11 1/2 LAV. I 11 1/2" 7000 PSF AT 28 DAYS. 1335 Fleetwood Rd. 3 2 3 3 2 3 3 2 2 3 `f I `� 1/2"PLYWOOD DEPENDS ON WINDOW OPENING I I w.C. 1 4.FINISH Cutchogue NY 11935 WIDTH(1) TUB SHOWER FLOOR DRAIN SHOWER SCTM# 1000-137-04-30 2ND FLOOR GLASS 4.1. PREPARE STRUCTURAL COMPONENT SURFACES IN ACCORDANCE WITH SSPC SP-2 FOR LIGHT WOOD FRAME WALL 3" 1 1/2" 3" 2" 2" 2., 1 1/2" 2' 3" 1 1/2" ENCLOSED STEEL TO RECEIVE STANDARD PRIMER AND SSPC SP-6 FOR STEEL TO RECEIVE LR C.O. ZINC-RICH PRIMER. � a" C.O. PLASTIC-COATED MASTER LAUNDRY BATH 3 PERMANENT WOOD SCREW BATH CLOSET 4.2. SHOP PRIME STRUCTURAL STEEL MEMBERS. DO NOT PRIME SURFACES THAT WILL BE ANCHORS _ 2" FIREPROOFED, FIELD WELDED,OR IN CONTACT WITH CONCRETE. 2 1 2 2 1 2 2 1 1 2 GLASS 2_ __ It' ---r--T 1 1 a" a" 1 4.3. STRUCTURAL STEEL MEMBERS NOTED AS GALVANZED SHALL BE GALVANIZED IN ACCORDANCE 1/2"PLYWOOD 2" r - i 1/2" 12" I1 1/2" 11 1/2" 12" 11 1/2" 1 2" 1 1/2" iz„ WITH ASTM A123. FRAMING I LAV. SINK SINK LA I F.A.I.-{�---- W LAV. FLOOR CHAIN w C DW �W-C� TUB 5.EXECUTION Code Sheet C � --- -- • 1ST FLOOR n WASHER(TYP.) 5.1. FABRICATE AND ERECT STRUCTURAL STEEL MEMBERS IN ACCORDANCE WITH THE 2016 AISC 3 2 3 3 2 3 3 2 2 3 I 2 1 1/2" 2" 3" 1 1/2" 2„ 1 1/2" 2" 3" 1 1/2" ��3"No.8 SCREWS SEE CODE OF STANDARD PRACTICE. 12"O.C. DETAIL 0- Gable I a.. C.O. 5.2. INSTALL BOLTS IN ACCORDANCE WITH RCSC'S"SPECIFICATION FOR STRUCTURAL JOINTS USING Gable Roof Plan:7 to 45 degrees Roof Plan:0 to 7 degrees HOUSE TRAP HIGH-STRENGTH BOLTS ROOF SHEATHING NAILING SCHEDULE NOTE: IN LIEU OF SCREWS,LUGS LAUNDRY/ POWDER KITCHEN WET BAR BATH 2 5.2.1. JOINT TYPE: SNUG TIGHTENED, UNO. WITH NUTS AND WASHERS MAY MUDROOM DETAIL A-TYPICAL ATTACHMENT OF CONNECT TO _ PLYWOOD OPENINGS PROTECTION TO BE USED APPROVED r- *---m -- 5.3. WELD IN ACCORDANCE WITH AWS D1.1. MINIMUM WELD SIZES SHALL CONFORM TO AISC Zone 1 Zone 2 Zone 3 WOOD-FRAME BUILDING SANITARY I I I , REQUIREMENTS FOR MATERIAL THICKNESS BUT SHALL NOT BE LESS THAN 1 4" UNLESS SYSTEM 11 1/21, ii 1/2" 11 1/2" 1 2" / FIELD 6"O.C. 4"O.C. 3"O.C. SPECIFICALLY NOTED TO THE CONTRARY. SCALE:As Noted LAV. ALTERNATE TO 120 MPH CERTIFIED WINDOW INSTALLATION sHoI SHOWER C. 5.4. ALLOW FOR ERECTION LOADS,AND FOR SUFFICIENT TEMPORARY BRACING TO MAINTAIN EDGE 6"O.C. 4"O.C. 3"D.C. PLYWOOD PANEL WINDOW AND DOOR PROTECTION FOR WOOD BASEMENT STRUCTURE SAFE,PLUMB,AND IN TRUE ALIGNMENT UNTIL COMPLETION OF ERECTION AND FRAMED BUILDINGS 1 v2° 1 v2° )3" 2" INSTALLATION OF PERMANENT BRACING. FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS, FEFER TO"FASTENING EJECTOR C.O. SCHEDULE FOR STRUCTURAL MEMBERS%NEW YORK STATE CODE BOOK. PIT SPA BATH 1 5.5. DO NOT FIELD CUT OR ALTER STRUCTURAL MEMBERS WITHOUT APPROVAL OF O o Ln VESTIBULE ARCHITECT/ENGINEER. Simplified Roof Sheathing Nailing Schedule 5.6. AFTER ERECTION, PRIME WELDS,ABRASIONS,AND SURFACES NOT SHOP PRIMED, EXCEPT $ Not To Scale SURFACES TO BE IN CONTACT WITH CONCRETE. . 1 PLUMBING RISER DIAGRAM © 2019 Meryl Kramer Architect Scale: N.T.S. 5.7. GROUT UNDER BASE PLATES. All Rights Reserved 1 1 4 1 A-301 A-300 Issue Date: Set: A-302 �-2 9/19/18 Progress-STS Review 6/21/19 PROGRESS MTG 7/23/19 Progress-STS Review 8/27/19 Enlarged Garage 9/16/19 Permit 9/26/19 Permit Revision#1 d c'CERE3 R ��\n�Rv L KR9 Cyi LINE OF ENCLOSURE ABOVE 7�F 024802 ,f OF IF NEW p� LINE OF � — —�r- - - - - - -� - - - - - - -�—I WOOD STEPS ABOVE — — LINE OF � - - - - - - - - - - � - - - - - WOOD DECK ABOVE - - - - - - - - - - - - UNE p 6p�� % Drawing Legend: i b wpODiC� / j e — — — — — — — LINE OF MASONRY WALKWAY ABOVE Wall To Be Removed i � Wall To Remain 4 1 i i New Wall i I -202 New Foundation Wall � T — Lines Above 1 co I - - - - - - - ii;";"" i%//�%�/�//�/�� / /// /�; �! % :'%% i/ / �� / o - - - - - - - - � - -- -- Lines Below u_ ¢ /, // �, �� %"/��/" /�� Guidelines -202 o w '' I I I I I I - - - -- Fence WINDOW WELL z �� w '' I MECHANICAL EGRESS COMPLIANT o w I I I I I I OWER sos Door Tag OI m % o uP �, I I I I I /STORAGE RAIN` AS PER IRC 2015 SEC. R310 3 w a I mQ �� I 1 I I I SHOWER Z2 Z2 Z1 O v GLASS UNFINISHED "-I w O 101 Window Tag z o FLOOR o I 3 J 0o / ABOVE I CODE COMPLIANT STAIR &HANDRAIL -201 P Section X, E S I� ow AS PER 2015 IRC SEC. R311(TYP.) I Sheet A-XXX COMPLIANT / I z — — _ — _ BATH #1 WINDOW J LINE OF SOFFITIABOVE TILE FLOOR e I x ^ Detail Tag CEI -� o1-7 -� - �- - - - - - L - - - - - - - - � — 13 NCH II I II II I x Elevation Tag SHOWER - CLOSET rLOO LOOR FLOOR —1 —L�EN E DRAT RAIN SPA ' DRAIN,,, — — — — — — — — Interior Elevation Tag >Z SPA ;�) Ii RAMP DN HALL VEST�IBULE�� LINE OF SOFFIT ABOVE x O x PRE-FABRICATED SPA UN7 IT I, 5/4x4 IPE DECKING I x 5/4x4 IPEIDECKING ON REMOVABLE FLOOR PANELS ON REMOVABLE FLOOR PANELS I / LINE OF WOOD DECK ABOVE j �S aa'Finish Floor - - ELV. E OF WOOD STEPS ABOVE j, BASEMENT BEDROOM —IN— — / ' POLISHED CONC. FLOOR /, / -/ , /' /.//;,. "i %// //„ POLISHED CONC. FLOOR A-303 M E R Y L K R A M E R 3 1 i Basement Finish Floor I a r c h i t e c t -202 -200 / �ELV.(21.8') "-- —"— 2 6 0 H O RTONS LANE / POST OFFICE BOX 1600 / SOUTHOLD, NY 11971 A A A 1 B I 6 3 1 - 4 7 7 - 8 7 3 6 / FT, m k a r c h i t e c t c o m - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LINE OF MASONRY WALKWAY ABOVE LINE OF MASONRY PATIO ABOVE WINDOW WELL STAIR WELL o UP40 LU iz -202 1335 FR CODE COMPLIANT STAIR &HANDRAIL AS PER 2015 IRC SEC. R311(TYP.) 1335 Fleetwood Rd. Cutchogue NY 11935 SCTM# 1000-137-04-30 IVBasement Plan Basement Floor Plan NOTE: 0 Scale: 1/4" = 1'-0" SEE STRUCTURAL SHEETS FOR FOUNDATION & FRAMING INFORMATION SCALE:As Noted 2 A- 1 00 _200 © 2019 Meryl Kramer Architect All Rights Reserved 1 1 4 1 A-301 A 300 (A-302 Issue Date: Set: -201 9/19/18 Progress-STS Review 6/21/19 PROGRESS MTG 7/23/19 Progress-STS Review 8/27/19 Enlarged Garage 9/16/19 Permit 9/26/19 Permit Revision#1 25'-10" 16'-93/" 24'-11 22'-10%" 6'-0" 10'-13/" ER~Oq 21'-5" 4'-5" 21-71/4" 31-911 3'-9" 12'-91/" 61-011 41-2'3/11 � 5'-111, Q� ��iRY L/f, 10 fn a -• O 802 �-ANEW Iq UP WOOD STEPS STEEL POST TRASH EQUIPMENT ENCLOSURE OUTDOOR SHOWER PAINTED BLACK(TYP.) H H H SEE S-101b = I.JdL O - -- -- Drawing Legend: Wall To Be Removed A, _71 Wall To Remain 119 4 CODE COMPLIANT Co zo New Wall MUDROOM ALKWAY -202 STAIR &HANDRAIL 4 New Foundation Wall 00 j OBE O A-500 AS PER 2015 IRC TILE FLOOR 3 ON GRADE _e' —————— Lines Above EGRESS WINDOW WELL `\N OF SEC. R311(TYP.) 100 3 - o _ i� -- Lines Below UP G ' ' a 100 POWDER ' -202 - - - - -1 - - - - - - -�- - - - - - - - - - - ' —• - - Fence o ' UP DN — ' A-500 - sos Door Tag O 0 O q I GLASS - - - - - - - - - - - - I r� O Window Tag � PLANTING BED G PL NTING BED Oj OPEN TO ABOVE ao 3 o I FLOOR ENTRY HALL I I —LINE OF -201 —� section x, WOOD FLOOR 1 40 3 FLOOR ABOVE OPEN TO ABOVE r FLOOR ABOVE Sheet A Xxx +/-7'-81/" I OPEN TO ABOVE „ I 100 4 LINE OF SOFFIT — — _ _ — — — _ _ (A,�j-3� Detail Tag j w — _ - - '' i LINE OF SOFFIT-] LINE OF x _ — — — — — — — — SOFFIT iy Elevation Tag c� 6 WET BAR WINDOW SEAT Z - - - - - - x 6OPI COVERED WOOD DECKL — — — U OW o 14' 3 x O x Interior Elevation Ta O Z GARAGE IAT A�S (0 -1 � ELV.d31.87' A-500 00 Deck g W CO ( PATIO ON GRADE x BATH WIC GREAT ROOM P.C.SLAB,SEE(2/A-302) I v + TILE FLOOR r -- - - - - -. �I L WOOD FLOOR o Slab I i WOOD FLOOR 2 JI ELV.(30.3') O o 100 ��F_inish First Floor 1 40 3 00 (32.2') � z 2 TYP. 10 100 4 O 1 o A-500 OOD STEPS 10 LI N all . l 0 1 UP ; Z A-303 M E R Y L K R A M E R i� - O 3 1 WALKWAY FOCUS I ; w/ FLUSH HEARTH' (SIZE/MATERIAL RIASPENDED LT.DC) a r c h i t e c t �� -202 -200 ON GRADE REFER TO FRAMING PLAN FOR NOTES ' COMPLY w/ NFPA 6.5&2015 IRC SEC R1005 Patio o1,_._rade Walkwa / WOOD FLOOR 119'-33/" 17'-3/8 260 HORTONS LANE ELV wog'j DEN FUTURE MASTER 3 ELV(3 POST OFFICE BOX 1600 SOUTHOLD, NY 1 1971 --- O — — 6 3 1 4 7 7 - 8 7 3 6 iV —LINE OF SOFFIT— (V m k a r c h i t e c t c o m 0 O O OD O O E E o EQ. EQ. 0 Uj DN 1 TYP. A-500 CV 2 -202 O O O 1335 FIR CODE COMPLIANT GUARDRAIL 1335 Fleetwood Rd. AS PER 2015 IRC Cutchogue NY 11935 SEC.R312 (TYP.) SCTM# 1000-137-04-30 12'-11" 12'-11" 8'-6" 2'-0" 14'-11" 38'-63/" 11, Ilk 25'-10" 16'-93/411 63'-113/" N First Floor Plan First Floor Plan NOTE: 1 Scale: 1/4" = 1'-O" SEE STRUCTURAL SHEETS FOR FOUNDATION & FRAMING INFORMATION SCALE:As Noted 2 A- 1 01 200 © 2019 Meryl Kramer Architect All Rights Reserved 1 1 4 1 (A-302 A-301 _20 A-300 Issue Date: Set: 9/19/18 Progress-STS Review 6/21/19 PROGRESS MTG 7/23/19 Progress-STS Review 8/27/19 Enlarged Garage 9/16/19 Permit ED ARC > w 63'-113/q" (P o24802 04 FaF 53'-10" 10'-13/q NE�y " 36'-43/a11 17'-51/" 4'-47/8" 5-87/" Drawing Legend: = e _ _ _ _ j Wall To Be Removed FLAT ROOF Wall To Remain BELOW 4 New Wall -20 New Foundation Wall ----- --- Lines Above 1 - - -- -- — ------------ Ines Below L -20 / STAIR HALL BALCONY i Guidelines Fence WOOD FLOOR Door Tag 1E �IT GH / tV 101 3 Window Tag BELOW . / / ,/�i ; ./ .CODE COMPLIANT /`/� �/i �//' ` jam ' / // -20 Axxx i ;' / / ✓ i �/ �/ / Section X, / NT6 BELOW / GUARDRAILL i %/ / /, i—/ y . / j //' SheetA-XXX j/- %�' /'AS PER 2015 1RC'" - / SEC. R312 TYP. OPEN TO,BELOW �i Detail Tag �.. 17 - ° LINEN - Axx Elevation Tag —-- 4-- 1- � N GABLE GARAGE ROOF Finish Second Floor ELV. (42.7') - x BELOW FLAT ROOF -- - I- - - BATH # -- W.I.C. Z BELOWW J 0 x Axxx x Interior Elevation Tag --- \ , FL R WOOD FLOOR - a Z M ,- TILE - c7 � - x v I, Wok - �- � METAL AWNING STACK M'. BATH BELOW ROVIIbE PA TILE FLOOR w/ A - '- --i I 1 FLOOR DRAIf� i TV ° '- MASTER BEDROOM o 0 - — - 2— — — 01 WOOD FLOOR U') N % . MASTER DEN ±ID3 CATHEDRAL CEILING 1 4 WOOD FLOOR A-303 MERYL KRAM ER GUEST BEDROOM 3 1 WOOD FLOOR r - i" - f- a r c h i t e c t - - -20 -200 -- - - - - — UJ a S 2 6 0 HORTONS LANE SKYLIGHT -__ wv � POST OFFICE BOX 1600 SOUTHOLD, NY 1 1971 EGRESS EGRESS EGRESS EGRESS L — J COMPLIANT COMPLIANT COMPLIANT COMPLIANT 6 3 1 - 4 7 7 - 8 7 3 6 DOOR WINDOW WINDOW WINDOW O N _- m k a r c h i t e c t c o m DRAINS BELOW DECKING PROVIDE REMOVABLE - ' -' -- ' -9 FLOOR PANELS 5/4 X-4IPE,WOOD DECKING 2 ^ -20 CODE COMPLIANT GUARDRAILL 1335 FR AS PER 2015 IRC SEC. R312(TYP.) 2'-0" 14'-11" 1335 Fleetwood Rd. Cutchogue NY 11935 SCTM# 1000-137-04-30 6-9%" 18'-1�q11 16-31/" 14'-31/2" 8'-6" 55'-53/" A r Second Floor Plan Second Floor Plan ,V NOTE: 2 Scale: 1/4" = 1'-0" SEE STRUCTURAL SHEETS FOR FOUNDATION & FRAMING INFORMATION SCALE:As Noted 2 A- 1 02 200 © 2019 Meryl Kramer Architect All Rights Reserved 4 (A-,302 A-301 0 A-300 7�AZ-20 ) Issue Date: Set., 9/19/18 Progress-STS Review 6/21/19 PROGRESS MTG 7/23/19 Progress-STS Review 9/16/19 Permit D ARC C 1P LK A �A 0,24802- OF N Drawing Legend: z1 Wall To Be Removed R.D. Wall To Remain I STORY FLAT ROOF 4 EPDM WATERPROOF MEMBRANE ROOFING New Wall -20 1 New Foundation Wall -——————- Lines Above ------------ Lines Below -20 —-—-—- Guidelines Fence -------- Door Tag R.D. R.D. R.D/ 2 STORY FLAT ROOF SKYLIGHT EPDM WATERPROOF MEMBRANE ROOFING 3 soi Window Tag o -20 x Section X, AM� Sheet A-XXX Uj CL 0 I xx Detail Tag U) x AXX Elevation Tag 4> 1 TONY GABLE ROOF x STANDING SEAM METAL ROOFING 0 x 4(� x Interior Elevation Tag UJI alC x 0 0 Uj CO Uj 0 0 <3 2 STORY U-J) GABLE ROOF STANDING SEAM METAL ROOFING z 0 < LU F ��03 M E R Y L K R A M E R 0 U) a r c h it e c t CL LJ 3 1 0 1714 I -200 U) 260 H O R T O N S LANE 0 POST OFFICE BOX 1600 <1 -202 -2000 SOUTHOLD, NY 1 1 97 1 6 3 1 - 4 7 7 - 8 7 3 6 m k a r c h i t e c t c o m 2nd FLOOR TERRACE BELOW 2 Z� -202 1335 FR 1335 Fleetwood Rd. Cutchogue NY 11935 SCTM# 1000-137-04-30 /V Roof Plan S'�CO Floor Plan Second NOTE: &2 Scale: 1/4 -OH SEE STRUCTURAL SHEETS FOR FOUNDATION & FRAMING INFORMATION SCALE:As Noted 2 A- 103 1,A-200) 2019 Meryl Kramer Architect All Rights Reserved PROPOSED DWELLING I Issue Date: Set: 9/19/18 Progress-STS Review 12 12 6/21/19 PROGRESS MTG 7/23/19 Progress-STS Review 10� 10 9/16/19 Permit STANDING SEAM METAL ROOFING w/2 MAX FOLD DOWN @ RAKE& EAVE I I I � - --- CEDAR SHINGLE SIDING (TYPICAL @ GABLED STUCTURES) I I / \y� J REp qRC � �i o o �?�5 �.tt.KI;Z4 N0� M o - ---- -- —- --- ---- t cn I I -- - -- - - - - - ' o a N I FLAT ROOF --- -- - - FLAT ROOF -_-Y-_ �j� 024802 1 �-l4 OF N 11 I I I I I II HORIZONTAL CEDAR RAINSCREEN SIDING (TYPICAL @ FLAT ROOF STRUCTURES) i - I / Drawing legend: ---- - - - -- - - - - - - - �I Wall B eRemoved II ' I I - __- I Wall To Remain — --- — New Wall WOOb �I STUCCO FINISH @ EXPOSED FOUNDATION (TYP.) New Foundation Wall - -- DECK '', -- - — I ----- ——- Lines Above ------------ Lines Below — — — — — Guidelines — — — —- Fence Door Tag -- --LINE OF SPA HALLWAY FOUNDATION I I soi Window Tag Axxx —, Section X, Sheet A-XXX 1 West Elevation Scale: 1/4" = 1'-0 Detail Ta I X g , j - - - - - - J A Elevation Tag x — PROPOSED DWELLING x axxx x Interior Elevation Tag -------- - ------PROPOSED GARAGE--- -------- --- ---l� x i I STANDING SEAM METAL ROOFING I j w/2"MAX FOLD DOWN @ RAKE& EAVE I I I rr 'Il SKYLIGHT ----INTEGRATED GUTTER M E R Y L K R A M E R a r c h i t e c t '_ - --- -- L—L --- -- - - _ 260 HORTONS LANE t i--- POST OFFICE BOX 1600 SOUTHOLD, NY 1 1 971 : I I I I I I - -- -- 6 3 1 - 4 7 7 - 8 7 3 6 I i I rn k a r c h l t e c t c o m i I i I � I I l I I I'I I I I I F A i,, " - ---- - --- - I PROPOSED L T ROOF I I w 2 MAX FOLD DOWN FLASHING EXPOSURE -- ' / � I : : r 1- - 2 1x CEDAR IING A AL SIZE) - & C D R TRIM FA (EQUAL S E - __-- O ( Q ) - -- -- - - - I �.335 FR --�- ---- - J I I I I I - - I I - - -- ---- I II METAL AWN ---- - - -- - - -- ----- --_ SEE A 303 • � I I - I I I I I I 1335 Fleetwood Rd I I : Cutchogu e NY 11935 : I I I -- - - - I „ I I I I I i I II I I : I I I I - - - -- --- --- ---- I SCTM# 1000_137-04-30 I I I I I I I I I - I I I II I - CODE COMPLIANT GUARDRAI L T' -- - , I I I I AS PER 2015 IRC SEC. R312 I I I I \ I I I PROPOSED WOOD DECK - - w------- I I I I I --- ' w/(2) 1x CEDAR TRIM DECK APRON (EQUAL SIZE) - - - --- --- - - I , -- --- - - -- - -- --- - �� STONE PATIO II I - I I , I I I I eva EI t ions I I I - I I I I : I P.C. RETAINING WALL FINAL HEIGHT T.B.D. IN FIELD SCALE:As Noted rk7 I FEE� 2 South Elevation Scale: 1/4" = 1'-0" A-200 @ 2019 Meryl Kramer Architect All Rights Reserved Issue Date: Set: PROPOSED DWELLING 9/19/18 Progress-STS Review - ------------ ----- ------------ ------ - 6/21/19 PROGRESS MTG 7/23/19 9/16/19 Permit ss-STS Review STANDING SEAM METAL ROOFING j \ w/2" MAX FOLD DOWN @ RAKE& EAVE i r '� \ - --- ------ CEDAR SHINGLE SIDING (TYPICAL @ GABLED STUCTURES) _ BRED AR n / ! _ HORIZONTAL CEDAR BOARD SIDING (TYPICAL @ FLAT ROOF STRUCTURES ` - ) -A \ / 0) ¢� 0-------- -_.- --- \ __-- FLAT ROOF TRIM 24802 4 - -- - -- - --- - - - TO CONTINUE,PROUD OF SIDING,ACROSS WALL OF -- ---- ---- -- -- -- - N E�t' FLAT ROOF - - -- - - - - - - w/2"MAX FOLD DOWN FLASHING EXPOSURE &(2) 1x CEDAR TRIM FASCIA(EQUAL SIZE) - -- - OUTDOOR SHOWER& MECHANICAL/TRASH ENCLOSURE l Draw -- - ----- 'ng Legend. METAL AWNING I Wall To Be Removed SEE A-303 \ - \ - - `, Wall To Remain ---------- - - --- - ---- New Wall New Foundation Wall -——————- Lines Above - ' I -- ' -- -- ------------ Lines Below — — — — — Guidelines - - - -- —---•---•—- Fence 101 Door Tag 101 Window Tag Section X, Sheet A-XXX C3 East Elevation Detail Tag x Scale: 1/4" X xx Elevation Tag x x axxx x Interior Elevation Tag x PROPOSED DWELLING PROPOSED GARAGE ( j ---- STANDING SEAM MEATAL ROOF �f, j w/2" MAX FOLD DOWN @ RAKE& EAVE _ ! I ! j M E R Y L K R A M E R a r c h I t e c t Aj INTEGRATED GUTTER I I I I i j 2 6 0 HORTONS LANE POST OFFICE BOX 1600 LL, L_ _ SOUTHOLD, NY 1 1 971 I - 6 3 1 - 4 7 7 - 8 7 3 6 PROPOSED FLAT ROOF \ m k a r c h i t e c t c o m I j �.335 FR - - FLAT ROOF TRIM -- - - --- -- - - -- - ---- -- - --- -- - - -- -- --- --- - - PROPOSED FLAT ROOF 5 Fleetwood Rd. - , _ _ 133 - - ---- - - -- - ---- - -- - -- - - ----- - - -- -- - - - - „ TO CONTINUE,PROUD OF SIDING,ACROSS WALL - - - - -- -__ -_ -- - _ - - -_ --- _ _ ---_ -__ _ -_-- -_ _ w/2 MAX FOLD DOWN FLASHING EXPOSURE CUtchogue NY 11935 2) 1x CEDAR TRIM FASCIA(EQUAL SIZE) - - - - - -- - - ---- ----- -- - - - -- --- -- -- - - - -- ---- - --- -- - -- - - - ---- - - ----- --- - - -- - - ( CTM# 100 -137-04-3& S 0 0 - - - - --- - - - Elevations - --- - -- -_ _. .___ PROPOSED WOOD DECK w/(2) 1x CEDAR TRIM DECK APRON (EQUAL SIZE -- - - - \ �— - -- SCALE:As Noted j OUTDOOR SHOWER& MECHANICAL/TRASH ENCLOSURE WOOD STEPS I 4 North Elevation Scale: 1/4" = 1'-0" A-201 © 2019 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 9/19/18 Progress-STS Review PROPOSED 6/21/19 PROGRESS MTG DWELLING 7/23/19 Progress-STS Review — ► 9/16/19 Permit 12 ' ' 12 � i I - —,10 / ' 10 --STANDING SEAM METAL ROOFING ------- -- --- ------ -- --- - - � _. w/2" MAX FOLD DOWN @ RAKE& EAVE -- i i - - FLAT ROOF RED ARC (Cif\ Co , -- - -- - - - 024802 y©Q" - _-- - - -- - CEDAR SHINGLE SIDING (TYPICAL @GABLED STUCTURES) g OF NE`N w m 4 - - - - a -- --- - - - --- - - - - _ WOOD DECK a I Drawing Legend: - - - - - - -- Wall To Be Removed 1w ---- - ------ - -- Wall To Remain i- New Wall New Foundation Wall -—————_= Lines Above 1 West Elevation - Garage 2 South Elevation - Garage --------- Lines Below Scale: 1/4" = 1'-0" Scale: 1/4" = 1'-0" —•—•----- Guidelines — — — —- Fence G Door Tag 101 Window Tag Section X, Sheet A-XXX Detail Tag PROPOSED DWELLING 4> Elevation Tag x x 41l x Interior Elevation Tag _ x r I - --- M E R Y L K R A M E R FLAT ROO F FLAT - -- -- - ROOF \ FLAT ROOF - _� a r c h i t e c t --- 260 HORTONS LANE POST OFFICE BOX 160 0 SOUT L H O O NY 1 197 1 CEDAR SHINGLE SIDING (TYPICAL @ GABLED STUCTURES) I 6 3 I - 4 7 7 - 8 7 3 6 i t e c t c o m I I I - K I --WOOD DECK WOOD DECK OD DECK F --_— 1335 FR I � � 1335 Fleetwood ee od Rd. I I ' I NC orth Elevation Garage 4 - - --- Cutcho ue NY 11935 - Sale: 1/4" = 1'-0" g - SCTM# 1000-137-04-30 SPA -_ HALLWAY H: i I ' : I i I � : I G Elevations Garage : II I i I I 3 East Elevation - Garage Scale: 1/4" = 1'-0" SCALE:As Noted A-202 © 2019 Meryl Kramer Architect All Rights Reserved TYPICAL GABLE ROOF CONSTRUCTION: STANDING SEAM METAL ROOFING Issue Date: Set: GRACE ICE&WATER SHIELD \ 9/19/18 Progress-STS Review TYPICAL FLAT ROOF CONSTRUCTION— WATERPROOF UNDERLAYMENT 6/21/19 PROGRESS MTG (SEE A 301) 3/4"APA RATED PLYWOOD SHEATHING I 7/23/19 Progress-STS Review 5 1/2"RIGID INSULATION (R-27.5) 8/29/19 Foundation Pricing 3/4"APA RATED PLYWOOD SHEATHING I 9/16/19 Permit I -ROOF RAFTERS @ 16"O.C. I tl; W/ROCKWOOL BATT INSULATION(R-30) 5/8"GYPSUM WALL BOARD(PAINTED) EDGE FLASHING I HORIZONTAL WOOD TRIM -- - ' - ;i,tit ,rl{a S INTEGRATED ROOF GUTTER PROUD OF SIDING I !:.' � �'' � ; ; . �;{it ,I I I @ MAIN HOUSE GABLE ROOF ONLY TO MATCH FLAT ROOF METAL ROOFING FOLD DOWN FASCIA/RAKE I 2 MAX EXPOSURE TYP. EXTERIOR +/- 13/q" ( ) SIMPSON H2A HURRICANE TIE AT EACH RAFTER NOT AT HEADER C= -SIMPSON H2.5A HURRICANE TIE I — - - '' - BRED ARC jyJPIGAL EXTERIOR WALL CONSTRUCTION { AT EACH RAFTER AT HEADERS I -- CLOSED CELL SPRAY INSULATION @ INTEGRATED GUTTER i y r FILL CAVITY w/2'-0"FROM EXTERIOR WALL(TYP.) � 4fF (w, HORIZONTAL CEDAR BOARDS) I ,�� I ,,; , , ;: � � •p C` (SEE A-300) r° LINE OF CEILING JOISTS SIMPSON H2A HURRICANE TIE E \ INTERIOR WHERE APPLICABLE ; ..:..� AT EACH RAFTER NOT AT HEADER / ( ' SIMPSON H2.5A HURRICANE TIE N� _ i AT EACH RAFTER AT HEADERS y) 0�4842 0 / I LINE OF DRAIN PIPE OF NE°�� I I t FILL CAVITY w/CLOSED CELL SPRAY INSULATION @ EXTERIOR WALL CAVITY w/ DRAIN PIPE(TYP.) i r 12 I w �r j 10 TYPICAL 2nd FLOOR CONSTRUCTION: �1f X\ � { i' „ Drawing Legend: I � \ I 3/4 WOOD FLOORING _ 12 % Q -13/16"WARM BOARD I - - - - - Wall To Be Removed 10 3/4" PLYWOOD 3/4"APA RATED PLYWOOD"SUB FLOOR" Wall To Remain FLOOR JOISTS(SEE FRAMING PLAN FOR SIZE) New Wall w/SOUND DAMPENING INSULATION I New Foundation Wall - _—___5/8"GYPSUM WALL BOARD(PAINTED) I %F�Pr ATTIC r - Lines Above ------------ Lines Below Guidelines z T.O.SUB FLOOR 2nd Floor - —`�— — — _ — — — —- Fence CEILING JOISTS(SEE PLAN FOR SIZE T.O. Plate �� ._.-------.---------,---�—.—. ) T.O. Plate - -- ! I I soi �-- — i! �!!: 19 17/8 _ _ _ — — _ _ w Door Tag 18'-1 7/8" C � ~ r- CENTER KYLIG T a_ \ g TYPICAL EXTERIOR WALL CONDUCTION: o w O I it I 101 Window Tag o w = IN SHOWER/TUB REA 0 -ALASKAN YELLOW CEDAR WALL SHINGLES o = z � z 1 i I --_1 -- - - OVER DRAINABLE HOUSE WRAPX _, Axxx Section X, J 00 J00 (TYPICAL @ GABLE STRUCTURES) it Sheet A-XXX o w 0 MASTER BATHROOM -- � ( I ILL J OR \ Y z I -�';'`I HORIZONTAL 1x6 ALASKAN YELLOW CEDAR I 9_0 m _ OVER VERTICAL LATH Detail Tag \ I cn �?_ - I ��1 OVER SELF ADHERED WATERPROOF MEMBRANE T.B.D. "- o T.O. Sub Floor o = (TYPICAL @ FLAT ROOF STRUCTURES) ( Elevation Ta 10'-4 7/8" g HUNTER XCI NB FLOOR2" INSULATED R SHEATHING (R-9.6) JOISTS FLOOR JOISTS(SEE PLAN FOR SIZE) T.O. Plate -2x6 @ 16"O.C.STUD WALL x T.O. Plate — ICJ SEE PLAN FOR SIZE -- �-.-' T � � � - — — k— — — � — § E- 9-2 1/4 w/ROCKWOOL BATT INSULATION(R-23) _ — — —�— — k1_ ' '( ) w ( 5/8"GYPSUM WALL BOARD(PAINTED) ( x nxxx x Interior Elevation Tag 8 2 1/4 I F_ x n- I p DROP GIRDER—J I w TYPICAL Est FLOOR CONSTRUCTION(SEE PLAN FOR SIZE) = o I I O -3/4"WOOD FLOORING z O 0 O F- `a Z J N 0 N o MUDROOM w o -13/16"WARM BOARD GREAT ROOM ( ( o I Eo o w HALLWAY 0 ! -' ( -3/4 APA RATED PLYWOOD SUB FLOOR I 1i ;` o m ! '�� I; I FLOOR JOISTS(SEE FRAMING PLAN FOR SIZE) ZD w/SOUND DAMPENING INSULATION z ! "'' o I '�: -5/8"GYPSUM WALL BOARD(PAINTED) o I I J - - T.O. Sub Floor I L Y K R R E M A M E R z I FLOOR JOISTS SEE PLAN FOR SIZE (ii iFLOORi DATUM (0'-0") — — — — — — — — —. — — — — - ( ) JOISTS SEE PLAN FOR SIZE) a-' .mom' '� '_ v T O SUB FLOOR(1St Floor) a r c h i t e c t - - - - - - — — —�-- -- — -- — — - — — I 20 l B.O. Floor Joists \ ------ m I_ I � I � w F - - - 3/1 2 4 c I I l I cn PITCH GRAD ( 260 HORTONS LANE DROP GIRDER = o E AWAY 1/4 PE R FOOT I O T _ISIZE)_ SEE PLAN FOR ws l I o , POST OFFICE BOX 1600FINI ADE 0 I I , I I it ' I - w - .. SOUTHOLD N Y 1 19 7 Z o I I I I 'I - TYPICAL BASEMENTwALLcoNSTRucrloN: I 6 3 I 4 7 7 8 7 3 6 w oME HANICA STORA E BA EMENT 1 -STUCCO FINISH ABOVE GRADE I C E— I _ - m k a r h I U I I I ;I - c tectco m I COLOR T.B.S. I - S �I o 2" ROCKWOOL COMFORTBOARD 80 - cn 3 MIN. I I -oi I -12 )) (R O - CLOSED ELL SPRAY FOAM BI TUMINOUS INOUSWATE RPROOF - LAYE R -I I _II I @ 1ST FLOOR RIMJ JOIST TTYP.T.O. Slab PO URED CONCRETE FOUNDAT ION WALL , I (SEE S-101a FOR SIZE& DETAILS) -10 - 5 2 CLOSED CELL SPRAY FOAM INSULATION I I - R-13.4 2x4 @ 16 O.C.STUD WALL I I I I I I- - { I I w ROCKW OOL GATT INSULATIO N R-1 5 )5 8 GYPSUM WALL BOARDPAINTED 13 35 FR i v I I 1 335 Fleetwood I , Rd. � I Cu ch Y t o ue N 11 935 II g I SCTM# 1000-137-04-30 ,. TYPICAL BASEMENT FLOOR CONSTRUCTION: 'III I - i o - 4 POURED CONCRETE SLAB I ajBC uildin Section (POLISHED, LEVEL T.B.D.) -g o„ _ P w/RADIANT HEAT ASSEMBLYale: 1/4 1 0 I w/6x6 W2.9xW2.9 WELDED WIRE FABRIC -10 MIL POLY VAPOR RETARDER 2" RIGID INSULATION(R-10) PERIMETER SLAB 8" MIN.CRUSHED STONE DRAINAGE LAYER I INSULATION '�:. SET ON UNDISTURBED EXISTING SUBGRADE I OMIT 6"WIDE T.O.is o - EVERY 4'O.C. .SLAB(Basemen) — — — — — I Building Section I l & Typical Wall Section - �_' FOOTING DRAIN I } } , � I SEE_ DETAIL(M/9-100) I - SCALE: As Noted I ; - I I I A-300 2 M'iCa �q� Section Detail le: 1 1-0" © 2019 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 9/19/18 Progress-STS Review 6/21/19 PROGRESS MTG 7/23/19 Progress-STS Review / \ 8/29/19 Foundation Pricing / \ 9/16/19 Permit / TYPICAL FLAT ROOF CONSTRUCTION: -EPDM WATERPROOF LAYER I -RIGID INSULATION PITCH BOARD 13/16"WARM BOARD -3/4"APA RATED PLYWOOD SUB FLOOR -CEILING JOISTS(SEE PLAN FOR SIZE) w/3"CLOSED CELL SPRAY INSULATION (R-20.1) &ROCKWOOL BATT INSULATION (R-23) (@ INTERIOR SPACE ONLY) �, -5/8"GYPSUM WALL BOARD(PAINTED) {`k;'+,}t#I �„;I ;,,i L:,giliI rlllil I ICI (@ INTERIOR SPACE ONLY) -. _- : , J OR WOOD CEILING TO MATCH DECKING OVER INSECT SCREEN (@ EXTERIOR SPACE ONLY) �SSp ED ARC op N 9T� OZ4807. ©¢� I ( OF IN I I TYPICAL EXTERIOR WALL CONSTRUCTION (w/ HORIZONTAL CEDAR RA►NSCREEN) (SEE A-300) DrawingLegend: f g Wall To Be Removed \,I Wall To Remain 1 ( New Wall New Foundation Wall 1 _- --_---_--_- Lines Above I , — — — — Lines Below Guidelines _ — — — —- Fence ALUMINUM FLASHING ( 101 Door Tag - ; MAX 2"EXPOSER AT DRIP CAP O i,' 7777 Window Tag 1-41 SE3.0. Ceiling Joists FLAT RAFTER VI ii,r I II ENTRY -__ 'I.II II � o FLAT ROOF FACE W Sheet A-XX XHORIZONTAL WOOD BOARD Section X,18'-1 7/8 � illl a ; HALL , Detail Tag O --- aI I I r \- _� I o o � I� I I I J nxx Elevation Tag I I LL I I FLUSH GIRDER x jm - — (SEE PLAN FOR SIZE) x nxxx x Interior Elevation Ta 1".O. Sub Floor _ - ----- ----- O g Lij 10'-4 7/8" .o _ O Plate --,I---F I-L--A-T,-R O-;IO—FI —RI_AI FI,-T--I EI RII I S '�N —- FLAT ' ROOF O,F,R I A-F TERS IIIII� U lIIIII,;I I I IIi 'II I II I -; IIIIII 1 1 il1 -II 1 I I X_—I-_-- , i11 I �1►I III I I I IIi I;I (-I, , 1 J l , 1)1( 1I ,Ll,i I I ) -c I IIIIIIII I1IIII lI I - I— -W O ODII DECK E IIn III C K�h8'-2 1/4" OVER WATER P ROO F R OOF C O NS TR U CT- I O N: n -5/4x4 IPE DECKING I ` -DECK JOISTS(SEE PLAN FOR SIZE) RIP AS REQ.o_, EPDM WATERPROOF LAYERCOVEREDoo I I ENTRY RIGID INSULATION PITCH BOARD c4p ENTRY 3/4"APA RATED PLYWOOD SUB FLOOR 80 HALL CEILING JOISTS(SEE PLAN FOR SIZE) II( M E R Y L !h K R A M -- E ---R' DECK `_ COVERED ENTRY w/3"CLOSED CELL SPRAY INSULATION m a r c h i t e c t WOOD DECK &ROCKWOOL BATT INSULATION (R-23) TYPICAL FIRST FLOOR NEW P.T LEDGER 5 8 GYPSUM WALL BOARD(PAINTED) 7 T.O. Sub Floor CONSTRUCTION SECURED w/0.22x5 SIMPSON SDWS SCREWS 260 HORTONS LANE DATUM (0 -0 DECK JOISTS FLOOR JOISTS DECK JOISTS (SEE A-300) AT 16"O.C. (TYP.) POST OFFICE BOX 1600 LINE OF STEEL POST CEILING JOISTS FLASHING AS Q. SET ON P C PIER BEYOND SOUTHOL NY 1 1971 ' 6 3 I 4 7 7 8 7 3 6JOIST HANGER HORIZONTAL WOOD BOARD DECK APRON mkarch itectcom o - EASED EDGE A TOP BOARD ILL - -_ 1 c WB LE -LINE F WOOD STAIRBA BASEMENT P A V STI I & MASONRY WALKWAY BEYONDn 1.O. SIab I I 10 -5 1335 FR - - - - - - - - - - - - --- ---L1 - - I I I I - I - —_ cc I- I I -II- I I II -II-III I ' -I I I — I I II I - _ - - - /- II lI 1335 Fleetwo od Rd GRADE . It Cutcho ueNY11935 SCTM# 1000 137 04 3 0 o 3" MIN. CLOSED ELL SPRAY FOAM C@ 1ST FLOOR RIM JOIST(TYP.) LINE F P. 'PIER BEYOND SEE(W/S-100b&S-101b) BuildingSection - EntryVestibule Scale: 1/4 - 1 01 PC.FOUNDATION SPA HALLWAY Building 'SEES 101a&A-300 -ff SPA HALLWAYVE TIBULE I SCALE:As Noted � I - 7 1 LA \ I - 2 _Wall Section Detail @ Covered Entry-Deck A-301 Scale: 1" = 1'-0" © 2019 Meryl Kramer Architect All Rights Reserved TYPICAL GABLE ROOF CONSTRUCTION `"�, ;( / Issue Date: Set:9/19/18 Progress-STS Review -PROVIDE 3"CLOSED CELL INSULATION 6/21/19 PROGRESS MTG w/R-24 ROCKWOOL BATT INSULATION 7/23/19 Progress-STS Review -(NO INTEGRAL GUTTER) g \; 8129119 Foundation Pricing -(SEE A-300) 8/29/19 Foundation Pricing STORAGE 9/16/19 Permit I \` , \ I \/ —) -- - I I III, � �1 I rI I ITYPICAL FLAT ROOF CONSTRUCTION -- I (SEE A-301) - I � -RED ARC I — — - - — - — - - - �5 �(LK I is -4 Iz LINE OF CEILING JOIST I f s I 9TF 024801 �p4 I TYPICAL EXTERIOR WALL CONSTRUCTION o OF NE`44 (w/CEDAR SHINGLE SIDING) w II I (SEE A-300) z z I O � O = a I =I o I Drawing Legend: Wall To Be Removed 3 GARAGE I I I I J Wall To Remain J D New Wall STRUCTURAL RIDGE — " z z (SEE PLAN FOR SIZE) I TYPICAL GARAGE FLOOR CONSTRUCTION: o I New Foundation Wall 6" POURED CONCRETE SLAB(SEALED) Lines Above i w/SIKA WT-215 P or XYPEX ADMIX C-500/C500NF I i "1 I WATERPROOFING ADMIXTURE II' o ------------ Lines Below (SEE A-002 FOR ADDITIONAL NOTES) z — — —•--- Guidelines ` I -GALV. 1.5C20 FORM DECK j IL Fence I — — — — �� BY VULCRAFT OR APPROVED EQUAL O� - O� o"�q\\ - 0 FLOOR JOISTS(SEE FRAMING PLAN FOR SIZE) 'i S Door Tag FLAT ROOF RAFTERS— �F ��-� - I w/3"CLOSED CELL SPRAY INSULATION — '!I Q o I (SEE PLAN FOR SIZE) 12 4 P0 12 (R-20.1) m J 10�%``� SFcc ��10 I &ROCKWOOL BATT INSULATION (R-23) O I sos Window Ta FLUSH GIRDER �� I A�. DROP CEILING T.B.D. w a g (SEE PLAN FOR SIZE) Q�Q I STORAGE O,QS I — w oQ cs „ xA zx Section X, V #3 @ 9 O.C. Sheet A-XXX I- -- - O z EACH WAY T.O. Gar.�ig e Plate - — - _ .. 11�- - - - - - - - - - - - - — - --- I \ z --- - efN z T.B.D. INFIELD w/ARCH. -__ �' CEILING JOISTS(SEE PLAN FOR SIZE) z ;I N I I Detail Tag - - t — — — — — GRADE ---- ----- ---- -- ---- ---- -- - - ------ JINE OF CEILING JOISTS BEYOND 1� �' �- r- � �� _�-y .�-__ _L-_ �,>_� -ti• � � x �, Elevation Tag I - I I I II I U i x c> _ 001 STEEL BEAM POCKET m I 'SEE1 x Axxx x S 0 cflS 10 ri Inte or Elevation( / ) Tag o � � I 1 - I _ n - m E- II O I -— --"-I I I 1 O O o] x + ( I I � I (A I W to I I, FORM DECK g GARAGE 7GALV. 1 5C20 BY VULCRAFT I r t T.O. Sub Floor i s Floor)) — — _ o — — — — — — — — — — I OR APPROVED EQUIVALENT — I I DATUM 0 0 - 0 I j I I T.O_Garage Slab(ELV_30.3) GALV. L3.5x3.5x.25P.C.SLAB w 1 2 x6 SHEAR STUDS TF 1 9 I I I @ 24 O.C. o I I F I I i I I I II I c I P.C.FOUNDATION @ SPA I : i 1a M R (SEE S-1O &A 3OO) I; E R Y L K R A M E III � I a r c h i t e c t -i I I P I Ij II I' r i I I I I 'I I I � I I � I I I I 'I TIC f•- I II - I I I SPA ROOM I I I I I w I 260 HOR TONS LANE I I I I, jl I I I I I _ - I I _ � o o PO ST OFFI CE BOX 1600 - I ' „ 0 I I - I — - o I I 'I I CO II I - - I I II I I I I I I II I i - - - o ,v=—�i SPA ROOM ( SOUTHOLD, NY ! 1971 RE FABRICATED 6 3 1 4 7 7 8 7 3 6 SPA UNIT � z — o m kart I h i t e c t c o rn I I ( I I I it I I � FRAMED� R MED I I WALL SPA UNITSURROUND) I I I I I I j I, I - FINISH TO MATCH FLOOR DECKING I I � I I I I j T.O. Spa Slab(ELV. 16.7') I I II I - -15 -4 7/8 I _ o I I I � I I 1335 FR { I I ,I � - I � o - 1 : 335 Fleetwood Rd. 0 I Cutch o ue NY 11935 - g REM VABLE FL OOR OR PANEL „ SCTM# 1000-137-04-30 I I � II In e i Gal rage , PRE E FABRICATED Bud S cton Ga a e ; I 11 1 11 " SPA UNIT I . 1 = - - , Sca e• 4 0 1 ,i I I , I I - IIitit I - I 1 A I I I a I li I, I Building i d Section I� � _. 9 I f TYPICAL BASEME TNT FLOOR CONSTRUCTION - :f' 0 I _ i I I SEE A 300 I II I I I I - o I I I I I IPITCH SLAB TO DR AIN AIN , , 1 1 , 1 1 _ 1 x x 1 i x I _ -- -- - -- p - I i 1 i 1 i i 1 1 - I - 0 o �- v I ' r CAL „ S E:As Noted o � I o v II �I I I it i v a �I I I I : I I ! j I ' A-302 all Secti n De ail r I I o t Ga a e I - 2 1 1 I Scale: 3 4 = 1-0 / I I I �I � I I I II �I'''I I I 0 2019Mry Meryl e m r e Archite ct All Rights Reserved Issue Date: Set: 9/19/18 Progress-STS Review 6/21/19 PROGRESS MTG _ 7/23/19 Progress-STS Review / fir— —` ,` 9/16/19 Permit / a — TYPICAL EXTERIOR WALL CONSTRUCTION \ �c- (w/CEDAR SHINGLE SIDING) ` (SEE A-300) I x I I I HEADER SEE PLAN FOR SIZE >C li ROLL DOWN SHADE POCKET '? ;, - HEADER DETAILS T.B.D. illl �— (SEE PLAN FOR SIZE) - I 'CERE D All 1 KRq y/,J SHINGLE WALL BEYOND / I I8 024802 y© � OF N E`N I _-----------._--.-_'---------__..-----------------------.__.___------._.____.__.___ - - - - - -- - --- - - - r= -f / I gg Drawin Legend: _ _ _ ATTIC; BEDROGM I ( _ _ _ _ _ _ Wall To Be Removed I Wall To Remain New Wall ' I - _. New Foundation Wall _ J~ �� -------- Lines Above - II � 1 I I -I — — — — — --- � — — T-; — — — — _ f -- TYPICAL EXTERIOR WALL CONSTRUCTION T.O. Plate - - _ - - - - �; �19 1 7/8 F I I 9�� 1 (w/HORIZONTAL CEDAR RAINSCREEN SIDING) I ------------ Lines Below 2"STUD PACK OUT �� — Guidelines 7a - - - - Fence III- TYPICAL 2nd FLOOR CONSTRUCTION— } sos Door Tag MASTER MASTER MASTER BEDROOM (SEE A-300) I NEW UPSET HEADER(SEE PLAN FOR SIZE) w/2x8 NAILERS TOP& BOTTOM DEN BATHROOM I t w/(2) 1/4"X2"SIMPSON SDS SCREWS AT 16"O.C.I ios Window Tag I 3"(R-15 MIN) C.C. SPRAY INSULATION (TYPICAL @COLUMNS ALSO) T.O. Sub Floor A�xxx Section X, Sheet A-XXX / — — — — — —SOLID WEB BLOCKING _ __ .. I'._ _ -_ � I � I w/(2) 1/2"THROUGH BOLTS @ 16"O.C. a L ) h T T (TYPICAL @ COLUMNS ALSO) g T.O_Plate Detail Ta -2 1/4" - , FLOOR JOISTS(SEE PLAN FOR SIZE) PITCg/FT MIN Elevation Tag► o 1 I x Axxx x Interior Elevation Tag GREAT ROOM I ROLL DOWN SHADE POCKET - '', METAL AWNING w/SUPPORT RODS I x &INTEGRATED SCREEN TRACK I POWDER COATED BLACK DETAILS T.B.D. -- I _ _ — — — — — — — PATIO ON GRADE MULTI SLIDE DOOR - 'CO. Sub Floor `..-� (DATUM (0'-0") I � I �I I FLOOR JOISTS(SEE PLAN FOR SIZE) M E R Y L K R A M E R _ a r c h i t e c t Ilk p 6 LmlUROM — — 2 O RTON i 60 H , I 5 LANE BASEMENT i I I I POST OFFICE BOX 1600 - - $ Y OUTHOLD N 1 1 9 1 TYPICAL 1=at FLOOR CONSTRUCTION 7 I I ' I II I I I (SEE A-300) 6 3 I - 4 7 7 - 8 7 3 6 � I I i m k r a c h i t e c t o I c m T.O. Slab I I � I " I -10 5 - -- i — I I I I I , I I I I I I I I (SEE LANDSCAPE DRAWINGS)PATIO ON GRADE I I ..------ r I 1335 FR 1 tii- o v" V- �. - � - ue NY 11935 SCTM#o y1 I , c 7_1 o 1335 Fleetwood Rd Cutch � g -1 - i t ' T L _ i 1000-137-04-30 Building Section @ East Side Gable Wall ' 1 Scale: 1/4 - 1 0 -- \b I I - TYPIICAL FOUNDATION WALL - pw I - I t '0 REVERSE FRAMING SHELF o I I I (SEE S-101a) d I - - Building Section is LI NE OF I FOUNDATION, I WALL BEYOND , - o - I I I d i II I � I I I - J- _ SCALE: As Noted o ed 20 Wall Section Detail @ East Side Gable Wall A-303 Scale: 1" = 1'-0" @ 2019 Meryl Kramer Architect All Rights Reserved SIMPSON CS18 STRAP-TIE ON INTERIOR FACE OF WALL,TYP. FASTEN SHEATHING TO HEADER Issue Date: Set: WITH 8d COMMON NAILS IN A 3"GRID PATTERN AS SHOWN,TYP. 9/19/18 Progress-STS Review FASTEN TOP PLATE TO BOTTOM 6/21/19 PROGRESS MTG ° ° OF HEADER WITH(2)ROWS OF 7/23/19 Progress-STS Review 16d SINKER NAILS AT 3"oc,TYR 8/29/19 Foundation Pricing 2"MIN.STRUCTURAL 1 9/16/19 Permit w z °I I°�° SHEATHING ON EXTERIOR FACE OF FRAMING,FASTEN TO ALL WALL FRAMING WITH 8d COMMON NAILS AT3"oc,TYP, co 00 z �° 1'-4"MIN.AT ONE z STORY STRUCTURES z 2'-0"MIN.AT TWO O W °�°� I°I° RIM JOIST NOT SHOWN FOR CLARITY �I y STORY STRUCTURES (WHERE APPLICABLE) POST,TYP.,SEE SCHEDULE I I ° POST,SEE PLAN (2)2x6 CONTINUOUS,TYP. —' HOLD DOWN,TYP.,SEE SCHEDULE rr�� I� WALL SHEATHING, WALL SHEATHING, , �I II SEE WALL SCHEDULE SEE WALL SCHEDULE o POST,SEE SCHEDULE °I° o I� �� POST,SEE PLAN I°�= SOLID BLOCKING IN FLOOR HOLD DOWN,SEE SCHEDULE I I HOLD DOWN CAST INTO TOP IF HORIZONTAL PANEL JOINT IS SPACE,MATCH SIZE OF POST HOLD DOWN CAST INTO TOP I OF WALL,SEE SCHEDULE NEEDED,SPLICE EDGES OVER Z CENTER OF 2x4 BLOCKING ANCHOR ROD,SEE SCHEDULE o, I I OF WALL,SEE SCHEDULE '� °°°, ��FtED ARCy �'. + ORIENTED FLAT AGAINST o I� �I I —� GJ K f) SHEATHING,WITHIN 24"OF i PT 2x SILL PLATES ° *X. MID-HEIGHT,TYP, X. '�• BLOCKING,MATCH POST ABOVE • fit• y-. II; FOUNDATION STEM WALL RIM JOIST PT(2)2x6 SILL PLATE i' �- PT 2x SILL PLATE M _J� --:_j CONETINUOUS CH SIDE PLOYW00 F ROD SHIM LAN,WITH �(IJ' / '`I 1 9T Op NE-. FOUNDATION STEM WALL V' •D. .0. � II I / 4 P MIN.(1)a"0 ANCHOR BOLT ANCHOR ROD,SEE SCHEDULE z PER SEGMENT,7"EMBED., o 0 WITH 2"x2"x�j-"PLATE WASHER, F-o ��/ZS 0 s ¢o �"x4'x4"BEARING PLATE TYP. LL U,Z14 •°. O U 4' SIMPSON STHD14 HOLD DOWN FASTENED TO EXTERIOR FACE OF STUDS,TYP.,CAST INTO Drawing Legend: TOP OF FOUNDATION WALL [ _ _ _ _ _ _ � Wall To Be Removed TYPICAL PORTAL FRAME DETAIL TYPICAL HOLD DOWN DETAIL TYPICAL HOLD DOWN DETAIL TYPICAL HOLD DOWN DETAIL TYPICAL HOLD DOWN DETAIL A NO SCALE B NO SCALE C NO SCALE D NO SCALE NO SCALE Wall To Remain New Wall New Foundation Wall ------_- Lines Above ------------ Lines Below —•----- — Guidelines — — — —- Fence 101 Door Tag PANEL EDGE FASTENING, 101 Window Tag SEE NOTESISPECS PANEL INTERMEDIATE FASTENING, Section X, _ SEE NOTESISPECS SOLID SHIM EACH SIDE Axxx Sheet A-XXX g1"GAP AT SHEATHING JOINTS OF BWALL TOP PLATES BEAM,SEE PLAN RIM JOIST NOT SHOWN FOR CLARITY EXCEPT AS INDICATED (WHERE APPLICABLE) POST,SEE SCHEDULE OTHERWISE BY MANUFACTURER WALL TOP PLATES _X_ r7 Detail Tag SHEATHING,LONG DIRECTION FRAMING,SEE PLAN UPPER WALL STUDS vCy HOLD DOWN,SEE SCHEDULE PERPENDICULAR TO FRAMING, FLAT-WISE 2x4 BLOCKING POST ABOVE � UPPER WALL PLATE x ENDS STAGGERED AT ALL PANEL JOINTS v — , WHERE INDICATED,SEE SIMPSON CS16 STRAP-TIE , 4, Elevation Tag o 2x4 BLOCKING AT PANEL AT EXTERIOR WALLS AND FLOOR SHEATHING PLAN EDGES WHERE INDICATED, SHEAR WALLS,ON TOP OR SUBFLOOR ADHESIVE SEE WALL SCHEDULE EDGE OF WALL PLATES,WI x'I� �' SOLID BLOCKING IN FLOOR TYPICAL AT FLOOR WALL STUDS, (9)8d COMMON NAILS PER END I �I SPACE,MATCH SIZE OF POST SHEATHING SEE WALL SCHEDULE x x Interior Elevation Tag ANCHOR ROD,MATCH DIAMETER �.- OF CAST-IN ANCHOR FLOOR JOISTS x SIMPSON CNW COUPLER PANEL EDGE FASTENING, FOUNDATION WALL SEE WALL SCHEDULE I DRILL AND SET ANCHOR ROD INTO PANEL INTERMEDIATE FASTENING, BEAM,SEE PLAN U TOP OF FOUNDATION WALL WITH SEE WALL SCHEDULE (4) °x4t"SIMPSON SDS SCREWS LOWER WALL PLATES SIMPSON SET ADHESIVE SYSTEM, BUILT-UPID 2x POST BENEATH 2 FULL WIDTH OF BEAM, EACH SIDE SEE SCHEDULE FOR EMBEDMENT, WALL SHEATHING,SEE WALL U.N.O.ON PLAN LOWER WALL STUDS MAINTAIN 3"MIN.TO EDGE OF CONCRETE SCHEDULE,LONG DIRECTION KING STUD EACH SIDE SOLID BLOCKING IN PERPENDICULAR TO FRAMING, OF BEAM FLOOR SPACE, ENDS STAGGERED MATCH POST ABOVE JACK STUDS BENEATH r�. FULL WIDTH OF BEAM, U.N.O.ON PLAN POST BELOW,SEE PLAN,MATCH POST M E R Y L K R A M E R ABOVE UNLESS NOTED OTHERWISE a r c h i t e c t 2 6 0 HORTONS LANE TYPICAL HOLD DOWN DETAIL TYPICAL FLOOR AND ROOF SHEATHING LAYOUT AND FASTENING TYPICAL WALL SHEATHING LAYOUT AND FASTENING TYPICAL BEAM BEARING IN WALL TYPICAL FLOOR SPACE BLOCKING AT POSTS POST OFFICE BOX 1600 NO SCALE @—NO SCALE H NO SCALE SCALE �` NO SCALE SOUTHOLD, NY 1 197 1 6 3 1 - 4 7 7 - 8 7 3 6 m k a r c h i t e c t c o m V.6" 4"DIA.PERFORATED PVC FOUNDATION DRAIN OR PROVIDE OR PROVIDE (PERFORATIONS PLACED DOWN)IN CRUSHED '" CORNER DOWELS CORNER DOWELS 1335 FR STONE WRAPPED WITH NON-WOVEN FILTER �r v FABRIC I R 12"MINIMUM OVERLAP. PROVIIDE CLEANOUTS 1335 Fleetwood Rd. AT CORNERS AND EVERY50'MAX. COORDINATE €g WITH SITE DRAWINGS. Y d Cutchogue NY 11935 _ Sl 1000-137-04-30 MAINTAIN INVERT BELOW PIPE SLEEVE,12"MAX.DIA. �g N � UPPER WALL STUDS BASEMENT SLAB ELEV. #4,4'-0"LONG,EACH FACE, « Y ` y UPPER WALL PLATE z o EACH SIDE OF OPENING,TYP. r FLOOR SHEATHING s - 1k LSL BLOCKING a BETWEEN JOISTS F- (2x BLOCKING AT o 2x JOISTS) TYPICAL FOOTING DRAIN oio a o ��o� � 0 3116"WIDE SAW CUT WITHIN 12 HOURS OF PLACING CONCRETE OM NO SCALE _ to `"= o Z AND NO MORE THAN FOUR HOURS AFTER FINAL TROWEL. �0 Ir g USE EARLY ENTRY SAW AT SLABS ON GRADE AND TOOL o a JOINTS AT TOPPINGS. FILL WITH APPROVED ELASTOMERIC - c) LU w JOINT SEALANT COMPATIBLE WITH THE FLOORING, Structural Details F- x_x--x=x-_.- x—x--x—x FLOOR JOISTS r' "V-GROOVE WITH SEALANT LOWER WALL PLATES EACH FACE 4 CUT ALTERNATE WIRES OR LOWER WALL STUDS REINFORCING BARS AT CONTROL JOINT CONTROL JOINT NOTES: DOWEL WITH STD.HOOK, MATCH SIZE AND SPACING 1. JOINT TO BE LOCATED WITHIN 10'-0"OF CORNERS, 12"x12"MAX.OPENING N MATCH SIZE AND SPACING �;, OF HORIZ.REINFORCING 2. JOINTS TO BE SPACED 20'-0"MAXIMUM. OF HORIZ.REINFORCING #4,4'-0"LbNG,EACH FACE, EACH SIDE OF OPENING,TYP. ADD(2)VERTICAL BARS, ADD(2)VERTICAL BARS, SCALE:As Noted SAME SIZE AS TYP.VERT, SAME SIZE AS TYP.VERT. #4,1'-6"LONG,EACH FACE, -- - REINFORCING AT WALL -- ' REINFORCING AT WALL EACH CORNER OF OPENING,TYP. ENDS,DOOR JAMBS,AND ENDS,DOOR JAMBS,AND OPENINGS,U.N.O. OPENINGS,U.N.O. TYPICAL BLOCKING AT BEARING WALLS TYPICAL CONCRETE WALL CONTROL JOINTS TYPICAL SMALL WALL OPENINGS TYPICAL WALL CORNER, INTERSECTION AND END DETAILS o TYPICAL SLAB ON GRADE JOINTS L NO SCALE N NO SCALE OP NO SCALE NO SCALE R NO SCALE S- 1 0 © 2019 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 9/19/18 Progress-STS Review 6/21/19 PROGRESS MTG 7/23/19 Progress-STS Review 8/29/19 Foundation Pricing 9/16/19 Permit STEEL BEAM,SEE PLAN "WEB STIFFENER EACH SIDE OF BEAM J"THICK SHEAR PLATE (2)d"(P A325 BOLTS SIN �- - - I) ^N u STEEL BEAM,SEE PLAN ' 114 "xq"x8"BEARING PLATE ON NON-SHRINK GROUT 12^ S��RE ARCy 3" (2)?(P ANCHOR BOLTS,DRILL AND SET INTO CONCRETE �� ¢0 L KP,4 WITH SIMPSON SET-313 ADHESIVE SYSTEM AND 5"EMBED. 4" PLACE ANCHOR BOLTS IN CENTER OF LONG-SLOTTED HOLES PARALLEL TO BEAM TYPICAL STEEL BEAM TO STEEL BEAM CONNECTION TYPICAL SECTION AT STEEL BEAM POCKET S NO SCALE T NO SCALE N� ¢� 9�. 024802 p �OF NE`N� Drawing Legend: Wall To Be Removed Wall To Remain New Wall f TYP. 1 � kSIDE PLATE WITH New Foundation Wall 12" (12)4"�SDS SCREWS LVL BEAM,SEE PLAN -—————— Lines Above (42"LENGTH AT TRIPLE LVL, 2x RAFTER,SEE PLAN ___--___= Lines Below — Guidelines 3Z"LENGTH AT DOUBLE LVL) I — — — — - I I Fence 1/4 101 Door Tag 12" 2" 12" g Window Tag 114 "CAP PLATE o o 4 I w FOUNDATION WALL Aix Section X, _4" Sheet A-XXX 6" U I I� FLOOR SHEATHING TYP. y 00 €N.r - -- "il FLOOR JOISTS,SEE PLAN STEEL COLUMN, 1• Ir—I Detail Tag 1a"LSL BLOCKING BETWEEN JOISTS SEE PLAN 7YP, II BEAM,SEE PLAN I x SIDE VIEW Elevation Tag 4"BENT PLATE STEEL SADDLE WITH 3" (24)a"x2?SIMPSON SIDS SCREWS TYP. 1/4 I I 1" — x SIDE VIEW I STEEL COLUMN,SEE PLAN TYP —0 ® Interior Elevation Ta �„ 114 I, a i r i CENTER OF COLUMN x Axxx x g e x8"x8"BASE PLATE WITH � � --10°I i0°I - - - — -- EXPANSION ANCHORS �'.-� i®i i�i ih _ x (4) ^ 1/4 I P.T.BEAM,SEE PLAN — 0 SLAB ON GRADE,SEE A-300 1"BENT PLATE PLATE WITH ,\ � 4 THROUGH BOLTSi/ \/.\ O CONCRETE PIER —x—x—x j"x6"x8"BASE PLATE a u (2)#3 CIRCULAR TIES AT TOP 1�" 14" 8"BASE PLATE 41-Lw Z (4)J"gyp ANCHOR BOLTS,7"EMBEDMENT TOP VIEW SIDE VIEW (4) "�ANCHOR BOLTS, �I ng • • 1''2" 7"MIN.EMBED. o aDIAMETER — (3)#5 DOWELS 4" 4" BIGFOOT BF36 FOOTING jI U REINFORCING,SEE PLAN --; = 3 _ ono M E R Y L K R A M E R `" < a r c h i t e c t SEE PLAN TYPICAL BASEMENT COLUMN AND FOOTING n TYPICAL EXTERIOR COLUMN AND FOOTING PIER AND BASE PLATE DETAIL U NO SCALE NO SCALE W 2 6 0 HORTONS LANE NO SCALE POST OFFICE BOX 1600 SOUTHOLD, NY 1 1 971 6 3 1 - 4 7 7 - 8 7 3 6 m k a r c h i t e c t . c o m 42" L 42" 1335 FIR 2 2" Cip 1335 Fleetwood Rd. (8)#6 VERTICAL Tg,B 3 #3TIESAT1zroo, 1/418 TYP Cutchogue NY 11935 j TYP SCTM# 1000-137-04-30 ® ® WITH(3)TIES W16 BEAM WITHIN TOP 5" O O o I O 1"GAP (10)t1P ANCHOR RODS,DRILL - OO - - O 1/4 k PLATE FY50 BOTH SIDES, AND SET WITH SIMPSON I DO 'CORNER CLIPS SET-3G ADHESIVE SYSTEM ' I I ANCHOR BOLT,TYP. AND 7"EMBEDMENT O ® COI O O . OUTLINE OF COLUMN 4 "BASE PLATE ON 1" AND BASE PLATE NOASEPLATEON1' ` _ ABOVE Structural Details HRINK GROUT STEEL COLUMN,SEE PLAN ® ® kx11?A36 PLATE WITH(4)4"cp A325N 1" 1, BOLTS AT 3"oc IN�"O HOLES 12 22_ W16 COLUMN SCALE: As Noted MOMENT FRAME PIER AND BASE PLATE DETAIL MOMENT CONNECTION DETAIL X NO SCALE '� NO SCALE S- 1 00b © 2019 Meryl Kramer Architect All Rights Reserved I Issue Date: Set: / \-WOOD DECK 6/21/19 PROGRESS MTG OVER WATERPROOF ROOF 6/21/19 PROGRESS MTG (SEE A-301) 7/23/19 Progress-STS Review EXTERIOR 1 8/29/19 Foundation Pricing 9/16/19 Permit GARAGE TYPICAL GARAGE FLOOR CONSTRUCTION PITCH SLAB (SEE A-302) I TOWARD OVERHEAD DOOR 1/8"/FT MIN. ---- ------__-- I� NOTE: — ----- — ---- — — — 100 ERED I A,, c REFER TO A-300 FOR TYPICAL FOUNDATION WALL ASSEMBLY NOTES - - — -- I - --STEEL HEADER �� '�'-KRay ISEE PLAN FOR SIZE SPA/SPA HALLWAY X -A N. ` / N 91 O24802 OF N E`N F Wall Section Detail_=Gars e FIRST FLOOR -TYPICAL FIRST FLOOR TYPICAL FIRST FLOOR Scale: 3/T = 1'-0" CONSTRUCTION CONSTRUCTION CONSTRUCTION JSEE A-300) JSEE A-300) LSEE A-300) TYPICAL GARAGE SLAB TYPICAL EXTERIOR WALL TYPICAL EXTERIOR WALL --TYPICAL EXTERIOR WALL CONSTRUCTION CONSTRUCTION CORN UCTION CONSTRUCTION - - HALLWAY CEILING & (SEE 2/A-302) Drawing Legend: (SEE A-300) (SE00) (SEE A-300) DECK FRAMING Wall To Be Removed (SEE A 301) TYPICAL EXTERIOR WALL —"� T i —� Wall To Remain / J -PORTION OF WALL TO BE BUILT UP / I I CONSTRUCTION SEE A-300 New Wall \ --DOUBLE 2x6 P.T.SILL PLATE / II AFTER DETERMINING FINAL GRADE %—DOUBLE 2x6 P.T.SILL PLATE I ( ( ) w/5/8 DIA.ANCHOR BOLTS -CONSULT w/ARCH& LANDSCAPE ARCH \ / w/5/8 DIA.ANCHOR BOLTS / I I / ` New Foundation Wall 1 I _� J -------- Lines Above i IN FIELD PRIOR TO CONSTRUCTION I I � @ 32"O.C. Y w/TERMITE SHIELD -LEAVE VERTICAL REBAR EXPOSED w/TERMITE SHIELD ---- LINE OF STEEL POST BEYOND I 1st Finish Floor &SILL SEALER TO TIE IN BUILT UP FND WALL I I I &SILL SEALER - n ' I - -- -- --- -- --- --- -- --- - - - -- _ - - x - -- - -- -- - - - - - - -- - -- - -- -- - - - - - - -- -- --- - - -- ---LV. 32. --- ----- --- Guidelines / I I t \ (E 2) ' I " lol I T.O. Foundation Fence _. I t- - - - - - - - - - � - - - - J------.-..-.-.-.-.-� ��_:' �_.-.-.-.-.-.-.-.-.-.-.-.-.-.-. -.-.-.-.-. - - - -1 --------------- - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - -. DOUBLE 2x6 P.T.SILL PLATE DATUM 0'-0" ioi Door Ta o GRADEJ I �'I —FLUSH HEADER �� GRADE I I I - I I w/5/8 DIA.ANCHOR BOLTS I i1 I _ O g @ 32 O.C. TYP. I I I 4 -I appo-1.•1 i-I I 1-I'I- - 11II II IIIIII ( I, --I----I _r - ' I r n II iF I ••-- /I +- II p- ----"--II I- --- !- II f, I -I I-- p -I I II IIIIIIIIIIII I -•pIpp - I. I - I - I-------- I ---/III- -IIIIIIIII — #5 - 1 • II vop_0po-a 1>. - boppppp ,-> I./ ,I -I .I IIIIII)III iI iI —I I \IIli l i�2JFQ1�I0 i-— -- ,II -I I - I - —III�II)II)III w/TERMITE T—ERMIT E SHIELD LD - .- 11I((IIIIIII p pp�vppo>_ - i l. - •_ - I/-iIII - I , II' ?I _iI- iI II IIlII II I --I HwxJz-Ioz_— III I I Ii— -- I 'i II — II' 1 I-iI I,�fi�IIII II I 'I IIIIIIII --Fnd-- . Lower --w er- -- S h -• 1-e -- -Cl f• #8- -- 1 "---•—•---•- -•--- -•----#5 HORIZONTAL `— AXxxXxx x x ' -w �in- .,d o1 w —T a g&SILL SEALER 0 1 2" Section X,- - - - - —-—-— -#5 @ 12 O.C.VERTICAL 2 GRA SheetAXXX61 36" LONG r) I GRADE GRADE Fnd. Lower Shelf#2 -.-.-.-.-.-. -1'-111/ Detail Tag- -.-. _.-.-.-.-.-.-.-.-.- - - - - - - - - - - - - ~ - - -- - - - - - - - - - - - - - - - - � ' 4#5 HORIZONTAL 2x4 P.T.SILL PLATE (TYP.) o DOUBLE 2x6 SILL PLATE VERTICAL#5 @ 12: Elevation Tag w 5 8DIA.ANCHOR BOLTS—#5 HORIZONTAL <\ _ > @ 32 O.C. (TYP.)18"O.C. HORIZONTAL x6 w TERMITE SHIELD 10 #5 @ 12 O.C.HORIZONTAL 0 &SILL �10 1 @ INTERIOR FACE @ 121 O.C.0xOx Interior Elevation t I —o —n — T a go 36" LONG o1 01 x STUCCO FINISH #5 68 O.C. HORIZONTAL @ ALL EXPOSED FND.WALL @ EXTERIOR FACE 21q" -#5 HORIZONTAL p(TYP.) Uj COLOR&FINISH T.B.S. CLEAR CLEARU LINE OF P.C. PIER BEYOND p l_#521OO.C. ERTICAL - z #6 @ 12 O.C.VERTICAL o o INSIDE FACEw O o In ¢ ro a CLEAR ILL N J OUTSIDE FACE ME R Y L K R A M ER1'0 #5 @ 12 O.C.VERTICALO 134 a r c h i t o c tLi cTICAL—#5 @ 12"O.C.VER LEAR oCLEAR JQ O z Lam _ _ 2 z 260 HORTONS LANE134 D # @ 18 O.C. HORIZONTALo I LL POST OFFICE BOX 1600zoU#5@ 18O.C. C EAR CLEAR I LINE F FN . ALL 57 � � SOUTHOLD, NY 1 197I @ WINDOW WELL BEHIND _# DOWELS OC #5 @ 12"O.C.VERTICAL TYPICAL BASEMENT —TYPICAL BASEMENT 3 1 4 7 7 8 7 3 6 FLOOR CONSTRUCTIONRUC ION FLOOR CONSTRUCTION 24 mk a r c h I te ct c o in SEE A-300) MASONRY(TBD) (SEE A-300) Q#5 @ 18"O.C. HORIZONTALp PROVIDE DRAINS LANDING OWELS @ 120 O.C.C. .p� #5 DOWELS @120C ___# OWELS @ 12O.C.3 o PIPED TO DRYWELL 10 p I 36" Vol 36 0--TYPICAL BASEMENT w " FLOOR CONSTRUCTION 10 10 FOOTING DRAIN} -300) 1335 FR(SEE A SEE DTL.(M/S-100a) jj I B.O. Footing - .—.—.—.—.—.—. _.—.— —.—.—.—.—.—. .—. •---- 1335 Fleetwood Rd.—.—. _#5 DOWELS —•—•— #5 DOWELS @ 12 O.C.-FOOTING DRAT#5 @ 9 O.C.FOOTING DRAIN 011 S,1101 1 -11'-5 1 4" � 5@18O.c. 101 u c ogue NY 11935 SEE DTL.(M S SEE DTL (M/S-100a) SCTM# 1000-137-04-30 #5 @ 18 O.C. CY) @TOP1011 5 I1-8-100a) 365 2 #5 HORIZONTAL A- FT "G 4 FTG B.O Footing \ - 3)#5OTTO 13 55 8FOOTING DRAIN 1 SEE DTL.(M S-100a) 5 I0I5"41_211 11-6" #5 DOWELS @ 12"O.C. 51 10" 10 FOUNDATION WALL DEP � _ —(2)#5TO MATCH FOUND OMIT SLAB 10I,G(SEE 5-101b) FOR LOCATIO FTWHERE FOUNDATION(C) EDGE INSULATION MEETS FOUNDATION (D) 6 WIDE EVERY 41 0.ATIONTD Foundation Wall Sections 000, 1- 1 36" L L N \ - FOOTING DRAIN � 0 SEE DTL.(M/S-100a)Foation Detail @Stair Well Window Well Fondation Detail Foundation Detail @ Spa HallwaY AFoundat-o Det@rse Framing Shelf -0 u3 OD - -0 e: 410„ BSund Se /4cale. 3 ca . Scale. 3/4 - 1 < SCALE:As Noted ------•-------------•- -•-•-•-•-•-•-•-"- - ------------------•---------------•---------.-.-.-.-.-. - --------•-•-----------•- - ----------•-----------•------------------- B.C. Footing 616 (2)#5 2'014 I FTG.' 1 S 01 a E Wall Section Detail - Garage Scale: 3/4" = 1'-0" © 2019 Meryl Kramer Architect All Rights Reserved I 1 4 1 A-301 A-302 -201 A-300 Issue Date: Set: 9/19/18 Progress-STS Review 6/21/19 PROGRESS MTG 7/23/19 Progress-STS Review 8/29/19 Foundation Pricing 9/16/19 Permit 25-10" 16-93a" 634V1" GARAGE FOUNDATION 22'-1OV' 6-0" 10'-13/4" lo TYPICAL DECK SUPPORTING PIER ENCLOSURE WALL SUPPORTING PIER ,�ERED All NEW 6x6 P.T. POST NEW 4x4 P.T. POST (L KR4 w/ABU66Z POST BASE SET ON 8"SONOTUBE SET ON 10"SONOTUBE w/(3) #4 VERTICAL DOWELS, w/(2)#4 VERTICAL DOWELS, ON BIGFOOT BF20 FOOTING LINE OF ON BIGFOOT BF24 FOOTING 36" MIN. BELOW GRADE `+ ENCLOSURE ABOVE ► 36" MIN. BELOW GRADE N� ALIGN 1 � \ fir' \ � •� Q" 9�. 024802 - STL. POSTS / 1 a- -{ - /- \- {- - a- — —/ , TYPICAL FLAT ROOF POST SUPPORTING PIER LINE OF \ ✓ — ��'�/— /—\ �- \- V�- - Z �-� - -r-'' f OF NE`J'I NEW STEEL POST(4 TOTAL) _WOOD STEPS ABOVE_ SET ON 14"SONOTUBE I C A w/(3)#5 VERTICAL DOWELS, ON BIGFOOT BF36 FOOTING — — — — — — — — — A-101a A-101a LINE 36" MIN. BELOW GRADE / WOODDECK ABOVE// _ r�---------1--------------------------------- SEE \ �� DETAIL(V/S-100b) — - =\— — A- — — — r I �------ ------I-I-- - { � --- N ` I 1 DROP GIRDER , _ /6w / ------------ ---------------I-- ----- ---�--- ---, i Drawing Legend: 4�t.1E K Pgp�IF/i \ �/� \\ N z \ _ / \` � / \ •_ / N i � i Wall To Be Removed 2X/, O IQJ o i / I I CAST IN-- �- - y A 101a — LINE OF MASONRY WALKWAY ABOVE _ — Wall To Remain \ 2 pER� _ / w o , I HOLD DOWNS i 4 - - ��p G�FZ Ia X v ' /"r Ie101a ( SEES 102 4 e 6" to New Wall _20 ,J / \ � _ / IC)N NEW P.T. LEDGER C N o @o /� ; I � New Foundation Wall / / " LUS210- Dow ,-i w I cn I I N SECURED w 0.22x5 SIMPSON SDWS SCREWS AT 16"O.C. TYP. A 101a N c� ' I I o , HANGE�t 6,z / ( ) U,Q i , i I QQ i -------- Lines Above T J�--- -�-- ¢ FLASHING AS RE ' rz , > \ / 1 - 1 DROP t _�__------------------------4L-_______ ___--____ _____I- =_-___. ' --- -------- ------------ >� ----------�—GIRDER \=1 ---------- -------/-----------------/------------- --------------- "/ I O ' L m , - --- --- - Lines Below m = (n , / >/ /0 f il/F/ //��i/i; , / 'i �% '/,'ii �i , /J;i ' {� I eh� w ¢� I to FIV I /�� rl /i / / /%� /, �J r` SIC? I — — — - - Guidelines 1 ow - - I ao � FOUNDATION i r------j -------- ---- -----------------------------------------� > � � � ,`------ d•�-- =i I — — — -- Fence -202 E z c~n� - - I o0 Y ( w DEPTH C ! / o C I > L� I I �,r•l _ > TO MATCH - ¢ I _ I I cal ' ,',►,SHOWER I O Door Tag i w oL - - I x x o 1 I BEARING WALL ABOVE M w@ - DRAIN i sot 12"WIDEx6"DEEP - ----_ - 0--- -_ .N N w @1 O FULL LENGTH 101a i j - - I r� I J I �i w m D A-101a V x 14 TALL BEAM POCKET I ¢ I , z w o m_ ( / ) ---------------------------- --- --------- 1 ---- ---- H Y / tL _ - -- - - - - - - - - - - , - - - - - - 1 - - - - - - - - - - - /; 'k- z TO CORNER � 1 10 w w'I w o I N ------ ---------I - - -I- -- - - - - - m 4 6 -N 3 m o I o < -� -0 �• io1 LL. w ) cn I— Co _�14 LVL_ o - ti Window Tag + 0 I 1 0 c-i t8j / �--_- wi- -----__--_._-------� _--•��- ----�- - I � o I I O `-' ��`I w ci cv I i ' Al 1a -201 -A cz SectionX, CAST IN HOLD DOWN I ` CAST IN HOLD DOWN ' I i `-� % ` I '�� O I " I - -- - 0 A YDO S OObSheet A-XXX SEE S-1C►2 ^ "SEE S-102 ! i 2 2x10 { \ ' — - t '-I - - -_ __j ' I L DROP GIR N I Detail Tag D�20PGIRDER 1 � I i cn (� f---- (3) 14 LV ---- --- --- --------- ' m —_ " DER - 14 LVL DROP GIRDER 1 _ 3,) 14"LVL DROP GIRDER _ (3) 1 " LVL DROP GIRDER (3) 14"LVL DROP GIRDER i - -1 i \ / ------- = f i(2)34'rL�L F USH GIRD R - ----- I ---' ----------- T ----- SET UNDER WALL ABOVE SET UNDER WALL ABOVE SET UNDER WALL ABOVE' _i ET UNDER WALL ABOVE --' SET UNDER WALL ABOVE ' y-- —•-GALV.W8x'3 - ----I I------GALV.W8x13 - -- 'I f, /;% . /, rj _o' J _ J _ �J --J I i -----------°I -- -- I - l + I Elevation Tag z i - _ :I. _ i -} T o i I - Oj^ NI 4 Nli ',----- d --------- -- ----- Ici _ ; FLOOR ( I x Q w z N I N H a DRAIN- �- I J I o FLOOR >o o N GARAGE FLOOR x I I o w _ p ! �. '' 7_gsi4 w 5 ei " " z I u' DRAIN' / 0 cv I 'DRAIN , NI i F T A 01a o � o o - I ! , ; t 8-3/$ 8-3,s 9-3 9-3 9-3 I 8 WIDEx4 (DEEP w ¢ FOUNDATION I - ! f't -- ---,- �; ' ---- ' . I x Axxx x O ' i m 'H I ',- `� -! N o Zo (n r i / -- x 14 TALL B AM POCK IT Interior Elevation Tag o 11 0 :» o ( ► � A-101a r I Y ¢ x CJ I i I I 12"WID1=x6:' DEEP vgi -' N > >I `t Nw _a NV;@1 i ---------- --- I -' c9 ° x 10"TQl_L BEAM POCKET a ail w J I 12 WIDE x 6' DEEP 4 -' i = ___-_ _- ,-_-_-_--____-___ x w I ¢ COw I x 14"TALL BEAM POCKET �I L- - �'_-- o i� TYPICAL FOUNDATION STEEL POST P - HATCHED AREA INDICATES cn i __ -__-�._ _ _ _ O / �----------------- I REA OF SLAB TO BE DRbPPED 4 DIA.0 PIPE(SCH.40,4.5 O.D.) O I I I I o ! A I I GALV.W8x13 . G 4LV.W8x13 ' - — `- --, - i - - SET ON 10"x36'x36 FOOTING o —IF------ -r / i P I -'- ' - SIMILAR i i I ! — + i DEPTH T.B.D. IN FIELD i + A-101a LINE OF WOOD DECK ABOVE -� I w/(4)#4 EACH WAY i y '12"WIDE x 6" DEEP -- i i I I I I I I ( i > N � ! o i ' T.O.FND WALL 1 _ J ' CAST IN HOLD DOWN SEE DETAIL(U/S-100b) I� �? w I ( w I „ i x 10 TALL BEAM POCKET i , I- —IAll , SEEo w w ,� 4 8 Io /l A 101a T.B.D. IN FIELD ; S 102 -CAST IN HOLD DOWN 6 6 ;n MAIN HOUSE I I > I I; q -I �1 -1- -1- -i- -I- -�- , FOUNDATION @ J I J I J I +I o i SEE S-1C►2__ _z___ _z_r : _r_ _ l i LINE OF WOOD STEPS ABOVE ; cn W ' 10" w t-I I ► r•1 N M I 1 _ _�.. � ' S-100b ' � �• _l w N N rvi ' - ;/, M E R Y L K R A M E R -- --------r, " ------ I--- 1 230 SERIES 11 7/8 TJI F.J. I - `- ---------- -------- ---------m�------- ----= ) 1 I,/.. i- D-_fO1 E 1 of 230SERIES117/8"TJI F.J. I I I i@16"O.C. I a r c h i t e c t TO MATCH D A 0 a)2x12P.T.STAIRSTRINGERS m- CAST IN HOLD DOWN @ 16"O.C.(TYP. cn , FOUNDATION DEPTH �,SEE S-102 I ( / @ 16 O.C. I I I w/HU3511 HANGERS12"WIDE x 6" DEEP E ' j iFULL LENGTH TO CORNERw/HU3511 HANGERS I I ! I I - x 14 TALL BEAM POCKET — A-101a _ - - — — — _ _ I / i CAST IN HOLD DOWN a FLOROFLUSH HEEAPPED ORTH ABOVE) (2) 14 LVL FLUSH- I I I 2 6 0 H O R T O N S L A N E — I d } HHUS§410 I HHUS4110 f I I SEE S-102 .� MANGE HANGER( I I I F i (2)JACKSTUD ! I POST OFFICE BOX 1600 3 1 I ';- ' �- 8"WIDE x 4" DEEP BETWEEN UNITS(TYP.) Low t o I /j , O ( vw aw I ( i SOUTHOLD, NY 1 1971 I / x 117/8 TALL BEAM POCKET M z I�,�, ^ �0 202 200 I cn D z z L- / xa x ¢I _ I I f ( 6 3 1 - 4 7 7 - 8 7 3 6 ' (3) 11 7/8" LVt DROP GIRDER ----------�3Z 16 FLUSH HEADER _ ___ ______ _ ___ �2� 1 ,_LVL USH_HEAD>E =x =x - v � r------- - - --- +----- - -- d'� �;. i t I m k a r c h i t e c t c o m LINE OF MASONRY WALKWAY ABOVE _ ��'�> ----------------- ---- ----=�=---_ -_- - ---- —_ / . . ./' % -'LINE I ---------------------- -------- r- - ---- - - - -PCfl} -i i --- ! j - ---- ----- i -- ----- �. - L INE OF MASONRY PATIO ABOVE '� i CAST IN HOLD DOWN WINDOW WELL 1-10 -i ' 11 o 110 ---------------- -------------� I = ' ! o Cr i ! I 10 SEE S-102 i STAIR WELL o C � I i FRAMI�'a NOTES: '-------------------------------, >' I �- ----------- ---- - - A101a ---- A101a - - --, I X �r ------------ wl i S-100b _ i,: , / 1- 1."PA" INDIC;ATES POST ABOVE Ir - - +-- ---/- -------- -------------_ o.i -' 1335 FR -20 I C I!I FINAL FOUNDATION WALL HEIGHT B I A 101a 1 T.B.D. IN FIELD A-101a i 1335 Fleetwood Rd. LEAVE VERTICAL REBAR EXPOSED ' �� , 1 Cutchogue NY 11935 TO TIE IN FINAL FND.WALL BUILD UP j ! ___; SCTM# 1000-137-04-30 T.O.FOUNDATION (DATUMO'-0") -- ------------------------------------- II T.O.LOWER SHELF#1 (-Ill I 8'-8" 8'-8" 3'-238' 5'-2" 10'-43/$" T.O.LOWER SHELF#2 (-1'-111,/4") WINDOW GROUPING DOOR WINDOW T.O.FND.WALL T.B.D IN FIELD 3/ 17-4 10 18-8,4 -0 � I r First Floor FFoundraming g Plan 16'-1" 9'-23/4" 2'-0" 14' 11" 37'-103/4" 811 25'-10" 25'-33a" STL. POST 55'-53/4" GARAGE FOUNDATION SCALE:As Noted 2 -200, . I � N S- 1 01 b 1 Foundation & First Floor Framing Plan Scale: 1/4" = 1'-0" © 2019 Meryl Kramer Architect All Rights Reserved - . . - 9/16/19 Permit ly ZD 0 O\_0 —----- 0 CP- Uj 802 9- UL U) OPEN CAI LU OPEN In U F --- � 1 1---(2)P.T. 2x12 FLUSH \6+ LO 0 -PHI __j Wall To Remain LLj New Foundation Wall < tpo z (1) C) A PROVIDE 2x4 BLOCKING AT ALL' PAN EL JOI NTS AT HATCH ED AR EA, IF HANGER IF 2 HANGER Detail Tag 01 \—n Z 2x8 FLOOR JOISTS Elevation Tag 3 1 , /Y I < 0 (14 IF CN WALL FRAMING ABOVE& BELOW THIS WINDOW- ' v ' 0BE40OS162-33 @ 16"0.C.w/400TI25-33 TOP AND BOTTOM TRACK. WALL SHEATHING TO FASTEN TO OUTSIDE FACE OF METAL FRAMING. WALL TOBE FURRED |NAS NECESSARY WITH NON-COMBUSTIBLE FRAMING. REFER T0 FIREPLACE INSTALLATION MANUAL POST OFFICE BOX 1600 ' � e njd� Framing Plan CO '09 1. EXTERIOR WALLS TOBE TYPE' (VV3> UNLESS NOTED OTHERYVSE ^/ , 2. INDICATES NUMBER OFJACK&KING STUDS. PROVIDE(1)JACK 8(1) KING STUD AT 1335 Fleetwood Rd. 01, 00 )15to"9Qc"(�), EACH END DF EACH HEADER UNLESS NOTED OTHERWISE. 3."pA''INDICATES POST ABOVE SHEATHING SHEATHING FASTENING MARK HOLD DOWN POST ANCHOR DErAIL COMMENTS BLOCKING REqD ROD DIA. MARK STUDS ONE OR BOTH PANEL PANEL AT ALL REMARKS WALLSCHEDULE HOLD DOWN SCHEDULE THICKNESS TYPE SIDES OF WALL FASTENER EDGES FIELD PANELEDGES SIMPSON SEE 5/8"0 B/S-100 HDU5-SDS2.5 PLAN 2x4 BLOCKING REQUIRED Second Floor & Low Roof Owl BEWTEEN STUDS @ 4'O.C. 5/8,10 C/S-100 HDU5-SDS2.5 PLAN 2x6 @ 16"O.C. 11/2" R-SHEATHING ONE SIDE 8d COMMON 3"O.C. 12"O.C. YES SIMPSON SEE 8d COMMON 2x6 @ 16"O.C. _V2" STRUCTURALI ONE SIDE NAILS 6"O.C. 6"O.C. NO SIMPSON SEE N/A E/S-100 SCALE:As Noted 8d COMMON W05 2x6 @ 16"O.C. V2" STRUCTURAL 1 � ONE SIDE NAILS 3"O.C. 12"O.C. YES SIMPSON SEE SIMPSON F/S-100 ANCHOR BOLT CAST I (�� HDU11-SDS2.5 PLAN SB1x30 SIMILAR INTO FND WALL 8d COMMON 2x6 @ 16"O.C. IV2" STRUCTURAL1 BOTH SIDES NAILS 4"O.C. 12"O.C. YES SIMPSON SEE 1110 C/S-100 ANCHOR BOLT DRILLED HDU11SDS2.51 PLAN SIMILAR THROUGH COLUMN CAP S- 102 8d COMMON ' - � 2019Meryl Kramer Architect A-301 201 A- 00 Issue Date: Set: 9/19/18 Progress-STS Review 6/21/19 PROGRESS IVITG 7/23/19 Progress-STS Review 9/16/19 Permit (2)2x10 FLUSH (2)2x10 FLU \61 2)2x10 FLUSH —4 �' �;' A (P U) (3)2x10 024802 UJI0 LLJ LUS210-3 LUS210-3 OF N < 1 11 U) HANGER(TYP.) HANGER(TYR)i rr < 6 fr _j U) U_ ILL U_ 0 C5 x 00 0 0io x H LL11 R.O. @ @ 3 (0 ��S210-3 LUS210- CN: UL U_ ANGER(TYR) HANGER(TYF,, -20 N X C,4! Drawing Legend: A- (2)2x10 1 (2)2x10 (2)2x10 - - --------- Wall To Remain (2)2x10 FLUSH W5 HD1 New Wall ro U)j New Foundation Wall Ujz �I , ��,, Q i �� i -——————- Lines Above ------------ Lines Below UJI a- LL 0 < 0 (0 —-—-—- Guidelines . M C) 3: -j (3 F7 0 < (n, fr @ Fence �_I I 1 (36 C, 0 61' '+61 L S7, 61, L�AS�' 020 o C < z T-f U_i: 0 HID1 C14 A?Cp' \�161 Door Tag U) @ 04 p LL M: 0 —j 0 X 0 LL, 0 _j CN z Uz, z Window Tag 0 LL1 < 1! (2) 117/8" LVL RIDGE 00 _j I- < _j Q� 0 LL Z) rn LLI r-i X__ AXM Section X, Li 0 5 IQ 00 (D fr L Sheet A-XXX X 0 z I LL p SHEAR WALL TO BE BALLOON _j T-i I FRAMED FROM FLOOR TO ROOF (n x < U) 2 ZD 0 Cn I /�X� 00 0 _j of /A, \.Oh, Detail Tag BLOCKING REQUIRED AT PANEL 1 (2)2x1O CO N Cn - x EDGES AT POCKET DOOR AS 0 LUS210-2 tz C3 �A-303) LLI Co N n < C-) z LLJ NOTED IN THE WALL SCHEDULE 12� HANGER(TYR) C� C5 (y) 0 0 U_ Elevation Tag -4 -----WALL TO BE BALLOON FRAMED 1(2)2x1O PLUMBI ro-� 0 (0 > 11� 1 0 0 FROM FLOOR TO ROOF 0 cf @ >/a- @ SKYLIGHT 0 CL N W6 ✓ x -20 z 0 T-i R x 17 x I 0 R.O. x x Interior Elevation Tag 04 LUS210-2 HD HANGER(TYP.) _ H D x (2)2x10 1(2)2x10 PLUMBB I F0 L._� j (b/ I (3)2x10 (2)2x8 M E R Y L K R A M E R a r c h it e c t 260 H O R T O N S LANE POST OFFICE BOX 1600 SOUTHOLD, NY 1 1 97 1 2 2 6 3 1 - 4 7 7 - 8 7 3 6 2�OO rn k a r c h i t e c t , c a rn R00 F,a �i n�Pla n Scale: 1/4� 01 FRAMING NOTES: 1. EXTERIOR WALLS TO BE TYPE W3 UNLESS NOTED OTHERWISE JU3 3 5 F R 2. INDICATES NUMBER OF JACK&KING STUDS. PROVIDE(1)JACK&(1) KING STUD AT 1335 Fleetwood Rd. EACH END OF EACH HEADER UNLESS NOTED OTHERWISE. Cutchogue NY 11935 SCTM# 1000-137-04-30 WALL SCHEDULE HOLD DOWN SCHEDULE SHEATHING SHEATHING FASTENING pOST ANCHOR BLOCKING REQ'D MARK HOLD DOWN ROD DIA. � DETAIL COMMENTS MARK STUDS ONE OR BOTH PANEL PANEL AT ALL REMARKS THICKNESS TYPE SIDES OF WALL FASTENER EDGES FIELD PANEL EDGES SIMPSON SEE 5/8"0 B/S-100 HDU5-SDS2.5 PLAN 2x4 @ 16"O.C. N/A N/A N/A N/A N/A N/A N/A 2x4 BLOCKING REQUIRED oo Framing Plan BEWTEEN STUDS @ 4'O.C. HD2 SIMPSON SEE 5/8"0 C/S-100 Framing Plan HDU5-SDS2.5 PLAN 2x6 @ 16"O.C. N/A N/A N/A N/A N/A N/A N/A 2x6 BLOCKING REQUIRED BEWTEEN STUDS @ 4'O.C. ZIP SYSTEM 8d COMMON 2x6 @ 16"O.C. 11/2' R-SHEATHING ONE SIDE NAILS 3"O.C. 12" O.C. YES SIMPSON SEE N/A D/S-100 (R-6) O STHD14 PLAN 2x6 @ 16"O.C. 1/2" STRUCTURAL ONE SIDE 8d COMMON 6"O.C. 6"O.C. NO SIMPSON SEE SCALE:As Noted NAILS CHD51 STHD14RJ PLAN N/A E/S-100 8d COMMON W/5\ 2x6 @ 16"O.C. 1/2" STRUCTURAL ONE SIDE NAILS 3"O.C. 12"O.C. YES HOD 6, SIMPSON SEE SIMPSON F/S-100 ANCHOR BOLT CAST HDU11-SDS25 PLAN SB1x30 SIMILAR INTO FND WALL 2x6 @ 16"O.C. 1/2" STRUCTURAL 1 BOTH SIDES 8d COMMON 4"O.C. 12"O.C. YES SIMPSON SEE 1110 C/S-100 ANCHOR BOLT DRILLED NAILS HOD 7 HDU11-SDS2.5 I PLAN SIMILAR THROUGH COLUMN CAP S- 103 2x4 @ 16"O.C. 1/2" STRUCTURAL 1 BOTH SIDES 8d COMMON 4"O.C. 12"O.C. YES NAILS L 2019 Meryl Kramer Architect All Rights Reserved