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Home My WebLink About49389-Z �oj�SVEFot,�coGy� Town of Southold 8/1/2024 P.O.Box 1179 o - .53095 Main Rd y o�, � Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45417 Date: 8/1/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1470 Jackson St,New Suffolk SCTM#: 473889 Sec/Block/Lot: 117.40-11 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/6/2021 pursuant to which Building Permit No. 49389 dated 6/15/2023 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with finished basement, covered porches, second floor deck, attached garage and rear decks with swimming pool as applied for. The certificate is issued to 1470 Jackson St LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-20-0882 7/31/2023 ELECTRICAL CERTIFICATE NO. 45709 2/l/23 &7/17/23 PLUMBERS CERTIFICATION DATED 6/29/2023 Kevin herRe PI ng&He 'ng Corp A h ize S gnature O�g�FfO TOWN OF SOUTHOLD BUILDING DEPARTMENT y :a TOWN CLERK'S OFFICE 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#: 49389 Date: 6/16/2023 Permission is hereby granted to: 1470 Jackson St LLC 68 Jane St#2E New York, NY 10014 To: demolish an existing single family dwelling and construct a new single family dwelling with attached in-ground swimming pool as applied for per DEC NJ letter and Trustee and SCHD approval. Replaces BP 46709. At premises located at: 1470 Jackson St, New Suffolk SCTM # 473889 Sec/Block/Lot# 117.-10-11 Pursuant to application dated 1/6/2021 and approved by the Building Inspector. To expire on 12/14/2024. Fees: PERMIT RENEWAL $2,185.80 Total: $2,185.80 Building Inspector 1 o�SOFFot,r�o TOWN OF SOUTHOLD BUILDING DEPARTMENT y z 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#: 45709 Date: 1/22/2021 Permission is hereby granted to: 1470 Jackson St LLC 68 Jane St#2E New York, NY 10014 To: demolish an existing single family dwelling and construct a new single family dwelling with attached in-ground swimming pool Mffd selff Panelsas applied for per DEC NJ letter and Trustee and SCHD approval, rP )&V.e,,,cl — gee At premises located at: . 1470 Jackson St, New Suffolk SCTM #473889 Sec/Block/Lot# 117.-10-11 Pursuant to application dated 1/6/2021 and approved by the Building Inspector. To expire on 712412022. Fees: DEMOLITION $533.20 SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,188.40 $50.00 C EW DWELLING $50.00 Total: H 40W,l90 Buil ing Inspector OF SOUT��! � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.deviina-town.southold.nv.us Southold,NY 11971-0959 �y00UNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: 1470 Jackson St LLC Address: 1470 Jackson St city,New Suffolk st: NY zip: 11956 Building Permit#: 45709 Section: 117 Block: 10 Lot: 11 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: GJS Electric License No: 4839ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 120 Ceiling Fixtures 43 Bath Exhaust Fan 6 Service 3 ph Hot Water GasX2 GFCI Recpt 2 Wall Fixtures 26 Smoke Detectors Main Panel 200X2 A/C Condenser 5 Single Recpt Recessed Fixtures 110 CO2 Detectors Sub Panel 80A A/C Blower 5 Range Recpt Gas Ceiling Fan Combo Smoke/CO 10 Transfer Switch UC Lights 152' Dryer Recpt GaSX2 Emergency Strobe Heat Detectors 1 Disconnect 6 Switches 5Q Step Lights 15 Exit Fixtures 11 Sump Pump Other Equipment: Fridge, Oven, DW-2, Micro, Hood, Plug Mold 24' , Ejector Pump. 8 Circuit Lutron Pan Septic Disconnect, W/D-2 Mini Fridge- 2, 200A Panel 42 Circuit x2, 80A Sub 20 Circuit Notes: New Two Story w/ Finished Basement ( House Only) Inspector Signature: - Date: February 1, 2023 S.Devlin-Cert Electrical Compliance Form pF SOUjyQlo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q Jamesh southoldtownny.-gov Southold,NY 11971-0959 Q�yCOU�'�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: 1470 Jackson Street LLC Address: 1470 Jackson Street city:New Suffolk st: New York zip: 11956 Building Permit#: 45709 section: 117 Block: 10 Lot: 11 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: GJS Electric LLC Electrician: Gary Salice License No: 4839-ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Commerical Outdoor X 1st Floor Pool X New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 4'LED Exit Fixtures Sump Pump Other Equipment: 1 Pentair pool panel, 1 240v pool pump, 1 240v gas pool heater,5 low voltage pool lig 1 pool cover, 1 300watt transformer for pool lights Notes: POOL Inspector Signature: lX,• Date: July 17, 2023 p g 1470 jackson st °O��p�SO(/T�OI• j Town Hall Annex Telephone(631)765-1802 i 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G '. Southold,NY 11971-0959 'Q • a BUILDING DEPARTMENT t TOWN OF SOUTHOLD M AY 20241 CERTIFICATION Date: Building Permit No. Owner: (Please print) Plumber:. - r a� (Please plint) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. 4 (Plumbers Pignature) Sworn to before me this c2 day of�w� , 20 a 5 BARBARA H.TANDY - - Notary No.Public, State e3Of NOW York 6001 Qualified In Suffolk County t! S;,,,a-7 Commission Explrss 0 Notary Public, "County, OF S0l/lyo # # TOWN OF SOUTHOLD BUILDING DEPT. `yrouxn '' 765-1802 INSPECTION f ] FOUNDATION 1ST [ ] ROUGH' PLEIG. [ ] FOUNDATION 2ND . [ ] INSULATION//CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ - ] FIRE RESISTANT CONSTRUCTION - [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) V%A ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: " Neel- C, A), ,t DATE INSPECTOR p SOUIyO! f } TOWN OF ZOUTHOLD BUILDING DEPT, courm '' 765-1802 :. =1 NSPEC ICN [ ] FOUNDATION 1ST [ [ ] OUNDATION 2ND [ . ] INSULATIOWCAULKING [ FRAMING /STRAPPING [ ] FINAL- [ ] FIREPLACE & CHIMNEY - [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] -FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE �' as INSPECTOR �o,*0f SOUK,°� L61G� # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] -FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ " ] FIREISAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: U&6ff �Cr,�, ; 0 6�GIa� r �1 J 7�s. �Z�L ?Gs r 5ft fi+ r0AA4 _Tt4Ql as 7-zdg/ Tv t.4-6*W,s ZZ°` &rf- CO Eb�Fe OAl T,4,5& 47,7_a V DATE 4—I —ZZ INSPECTOR AX SOUly�lo �� l 0 1 * # TOWN OF SOUTHOLD BUILD G DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: f 5000 14 1?=�CIA 1�lee` rr C DATE , INSPECTOR OF SOUTyO� S ? Cl)9 % Lf70 J # # TOWN OF SOUTHOLD BUILDING DEPT. u 631-765-1802 r 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) l',[/ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: v �� sp DATE Z7 INSPECTOR �' SOUIy�� # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATIOWCAULKI [ ] FRAMING /STRAPPING [ FINAJdl l [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION aa [11 ] PRE C/O [ ] 1RENTAL REMARKS: h S it nv avrkk (-t� 01-v- 0� tD � t DATE dit hove AINSPECTOR SOUTyO� Spa9 t L470 jo c, Lso4 --- # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION u!ov PRE C/O [ ] RENTAL REMARKS: DATE 'L INSPECTOR SOUIyO� q�3W JL� # # TOWN OF SOUTHOLD BUILDING DEPT. to 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] -FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 4 1A ar04 A . 4a . . 40 amvo l7oo ) lF4) vl&ar+ 0 or DATE r Ae�� INSPECTOR 7 OF SOUTHp �` * # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [,Q ELECTRICAL (FINAL) [ ] CODE VIOLATION / [ ] PRE C/O [ ] RENTAL REMARKS: �DO DATE T,1743 INSPECTOR I - A 1470 Jackson Street w �� New Suffolk; NY 11956 . <W�O�5-0 1 MANUAL-J S &D LOAD CALCULATIONS ' ' IwDOI: Prepared By: Fernando Recinos )ob Title: Draftsman : -- -- Date:-November 19;22020 f. ji ___, - -------- -H_EWT FW G=+T C-0-0=L - 11500 OLD SOUND. AVEN-UE __ MATTITUCK NY 1�1952 Manual S Compliance Report Job: Nkolb Date: November 10,2020. AHU #1 By: FIR HEA.TMG+COOLING Kolb Mechanical Corp. 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Web:kolbmechanical.com Project • • • For: New Suffolk Residence, Blaze Makoid Architecture 1470 Jackson Street, New Suffolk, NY 11956 Cooling Equipment Design Conditions Outdoor design DB: 85.0°F Sensible gain: 12581 Btuh Entering coil DB: 72.3°F Outdoor design WB: 71.0°F Latent gain: 2891 Btuh Entering coil WB: 60.3°F Indoor design DB: 72.0°F Total gain: 15472 Btuh Indoor RH: 50% Estimated airflow: 1200 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Carrier Model: 24ANB736C**31+FV4CN(B,F)005 Actual airflow: 1200 cfm Sensible capacity: 0 Btuh 0%of load Latent capacity: 0 Btuh 0%of load Total capacity: 0 Btuh 0%of load SHR: 0% Heating Equipment Design Conditions Outdoor design DB: 10.0°F Heat loss: 18743 Btuh Entering coil DB: 69.TF Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: Model: Actual airflow: 1200 cfm Output capacity: 0 Btuh 0%of load The above equipment was selected in accordance with ACCA Manual S. .ti Wf l htsoft" zo2o-Nov-2a o8Page 9 Right-Su 2013 13.0.10 RSU10077 Page 1 +� ...Manual Vs\1470 Jackson St\1470 Jackson St.rup Calc=MJ8 Front Door faces: N kolbManual S Compliance Report Job: Date: November 10,2020 AHU #2 By: FIR Hr,4TING+COOLINC Kolb Mechanical Corp. 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Web:kolbmechanical.com Project • • • For: New Suffolk Residence, Blaze Makoid Architecture 1470 Jackson Street, New Suffolk, NY 11956 Cooling Equipment Design Conditions Outdoor design DB: 85.0OF Sensible gain: 13091 Btuh Entering coil DB: 72.3°F Outdoor design WB: 71.0°F Latent gain: 2824 Btuh Entering coil WB: 60.3°F Indoor design DB: 72.0°F Total gain: 15915 Btuh Indoor RH: 50% Estimated airflow: 1200 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Carrier Model: 24ANB736C**31+FV4CN(B,F)005 Actual airflow: 1200 cfm Sensible capacity: 0 Btuh 0%of load Latent capacity: 0 Btuh 0%of load Total capacity: 0 Biuh 0%of load SHR: 0% Heating Equipment Design Conditions Outdoor design DB: 10.TF Heat loss: 18341 Btuh Entering coil DB: 69.2°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: Model: Actual airflow: 1200 cfm Output capacity: 0 Btuh 0%of load The above equipment was selected in accordance with ACCA Manual S. 2020-Nov-24 08:17:21 WrightarOW Right-Suite@Universal201313.0.10RSU10077 Page B� ..Manual Vs\1470 Jackson St\1470 Jackson St.rup Calc=MJ8 Front Door faces: N Manual S Compliance Report Job: NkolbAHU p �" Date: November 10,2020 #S By: FR HEA,TME,+COOLING Kolb Mechanical Corp. 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Web:kolbmechanical.com Project • • • For: New Suffolk Residence, Blaze Makoid Architecture 1470 Jackson Street, New Suffolk, NY 11956 Cooling Equipment Design Conditions Outdoor design DB: 85.0°F Sensible gain: 13413 Btuh Entering coil DB: 72.4°F Outdoor design WB: 71.0°F Latent gain: 2093 Btuh Entering coil WB: 60.4°F Indoor design DB: 72.0°F Total gain: 15506 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Carrier Model: 24ANB724A**31+FV4CN(B,F)003 Actual airflow: 800 cfm Sensible capacity: 0 Btuh 0%of load Latent capacity: 0 Btuh 0%of load Total capacity: 0 Btuh 0%of load SHR: 0% Heating Equipment Design Conditions Outdoor design DB: 10.0°F Heat loss: 17139 Btuh Entering coil DB: 68.9°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: Model: Actual airflow: 800 cfm Output capacity: 0 Btuh 0%of load The above equipment was selected in accordance with ACCA Manual S. 2020-Nov-24 08:17:21 wrightsOft' Right-Suite®U niversal 2013 13.0.10 RSU10077 Page Ask ...Manual'J's\1470 Jackson St\1470 Jackson St.rup Calc=MJ8 Front Door faces: N Nkolb Manual S Compliance Report Job: Date: November 10,2020 _ AHU #4 By: FR HLA n PNG+COOLING Kolb Mechanical Corp. 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Web:kolbmechanical.com Project • . • For: New Suffolk Residence, Blaze Makoid Architecture 1470 Jackson Street, New Suffolk, NY 11956 Cooling Equipment Design Conditions Outdoor design DB: 85.0°F Sensible gain: 17083 Btuh Entering coil DB: 72.5°F Outdoor design WB: 71.0°F Latent gain: 5844 Btuh Entering coil WB: 60.6°F Indoor design DB: 72.0°F Total gain: 22927 Btuh Indoor RH: 50% Estimated airflow: 1200 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Carrier Model: 24ANB736C""31+FV4CN(B,F)005 Actual airflow: 1200 cfm Sensible capacity: 0 Btuh 0%of load Latent capacity: 0 Btuh 0%of load Total capacity: 0 Btuh 0%of load SHR: 0% Heating Equipment Design Conditions Outdoor design DB: 10.0°F Heat loss: 24879 Btuh Entering coil DB: 68.4°F Indoor design DB' 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: Weil-McClain Model: ULTRA 230 Actual airflow: 1200 cfm Output capacity: 207000 Btuh 832%of load The above equipment was selected in accordance with ACCA Manual S. ,_ we�i htsoft^ 2020-Nov-24 08:17:21 a 9 Rig Universal201313.0.10 RSU10077 Page AM ...Manual'J's\1 470 Jackson St\1470 Jackson St.rup Calc=MJ8 Front Door faces: N ® I Manual S Compliance Report Job: Date: November 10,2020 AHU #5 By: FIR HEATING+COOLING Kolb Mechanical Corp. 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Web:kolbmechanical.com Project • • • For: New Suffolk Residence, Blaze Makoid Architecture 1470 Jackson Street, New Suffolk, NY 11956 Cooling Equipment Design Conditions Outdoor design DB: 85.0°F Sensible gain: 20946 Btuh Entering coil DB: 72.5°F Outdoor design WB: 71.0°F Latent gain: 6258 Btuh Entering coil WB: 60.5°F Indoor design DB: 72.0°F Total gain: 27203 Btuh Indoor RH: 50% Estimated airflow: 1600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Carrier Model: 24ANB748C**31+FV4CNB006 Actual airflow: 1600 cfm Sensible capacity: 0 Btuh 0%of load Latent capacity: 0 Btuh 0%of load Total capacity: 0 Btuh 0%of load SHR: 0% Heating Equipment Design Conditions Outdoor design DB: 10.0*F Heat loss: 31667 Btuh Entering coil DB: 68.6°F Indoor design DB: 70.0°F Manufacturer's Performance.Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: Model: Actual airflow: 1600 cfm Output capacity: 0 Btuh 0%of load The above equipment was selected in accordance with ACCA Manual S. AlNCI �7t$o'f " 2020-Nov-24 08:17:21 Alt 9 Right-Suite®Universal201313.0.10RSU10077 Page AM ..Manual Vs\1470 Jackson St\1470 Jackson St.rup Calc=MJ8 Front Door faces: N Residential Plans Examiner Review Form Form RPER 1 ® for • (Loads, Equipment, 15 Mar 09 acaair+ecat>ad;�aarna+w Header Information Contractor: REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: or MJ1AE Form*(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision): 1470 Jackson Street,AHU#1 HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 10 OF Orientation: Front Door faces North North,East,West,South,Northeast,Northwest,Southeast,Southwest Indoor temperature: 70 OF Total heat loss: 18743 Btuh Number of bedrooms: 6 Conditioned floor area: 593 ft2 Summer Design Conditions Number of occupants: 5 Outdoor temperature: 85 OF Indoor temperature: 72 OF Windows Rare Grains difference: 33 gr/lb @50% RH Eave overhang depth: 0 ft Sensible heat gain: 12581 Btuh Internal shade: none IsovE Latent heat gain: 2891 Btuh Blinds,drapes,etc. 0 111 Windav Total heat gain: 15472 Btuh Number of skylights: 0 EQUIPMENTHVAC • 41 He�Eguipment Data Cooling Equipment Data Blower Data Equipment type: Gas boiler Equipment type: Split AC Heating cfm: 1200 urnace,Healpump,Boiler,etc. it conditioner,Heat pump,etc. Cooling cfm: 1200 Model: Model: Carrier Static pressure: 1.00 in H2O 24AN6736C**31+FV4CN(B,F)005 Fan's rated external,static pressure for design airflow Heating output capacity: 0 Btuh Total cooling capacity: 0 Btuh Heat pumps-capacity at winter design outdoor conditions Sensible cooling capacity: 0 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh HVAC DUCT DISTRIBUTION SYSTEM DESIGN (IRC M1601.1) Design airflow: 1200 cfm Longest supply duct: 195 ft Duct Materials Used Equipment design ESP: 1.00 in H2O Longest return duct: 78 ft Trunk duct: Sheet metal Total device pressure losses: -0.7 in H2O Total effective length(TEL): 273 ft Available static pressure(ASP): 0.30 in H2O Friction rate: 0.�0 in/100ft Branch duct: Round flex vinyl Friction Rate=ASP_(T EL x I declare the load calculation,equipment, equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County, . Municipality or Authority having jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist wr*ig 7tsQlt" Right-Suite®U niversal 2013 13.0.10 RSU10077 a� Residential PlansnerReview • Form 1 for HVAC System Design (Loads, Equipment, 15 Mar Mar 09 aacm�•a�czriaxxsaa,�xa Header Information Contractor: REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: or MJ1AE Form*(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision): 1470 Jackson Street,AHU#2 HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 10 °F Orientation: Front Door faces North Indoor temperature: 70 of North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 18341 Btuh Number of bedrooms: 6 Conditioned floor area: 583 ftz Summer Design Conditions Number of occupants: 5 Outdoor temperature: 85 °F Indoor temperature: 72 °F Windows Roar Grains difference: 33 gr/Ib @50% RH Eave overhang depth: 0 ft Sensible heat gain: 13091 Btuh Internal shade: none Blinds,drapes,etc. EavE Latent heat gain: 2824 Btuh 17eplh W1nffaiv Total heat gain: 15915 Btuh Number of skylights: 0 EQUIPMENTHVAC • 41 HeatingEquhpment Data Coolies Equipment Data Blower Data Equipment type: Gas boiler ETjipment type: Split AC Heating cfm: 1200 urnace,Hea hhump,Boiler,etc. it Conditioner,Heat pump,etc. Cooling cfm: 1200 Model: Model: Carrier Static pressure: 1.00 in H2O 24ANB736C**31+FV4CN(B,F)005 Fan's rated extemaI static pressure for design airflow Heating output capacity: 0 Btuh Total cooling capacity: 0 Btuh Heat pumps-capacity at winter design outdoor conditions Sensible cooling capacity: p Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh HVAC DUCT DISTRIBUTION SYSTEM DESIGN (IRC M1601.1) Design airflow: 1200 cfm Longest supply duct: 199 ft Duct Materials Used Equipment design ESP: 1.00 in H2O Longest return duct: 99 ft Trunk duct: Sheet metal Total device pressure losses: -0.7 in H2O Total effective length(TEL): 298 ft Available static pressure(ASP): 0.30 in H2O Friction rate: 0.080 in/100ft Branch duct: Round flex vinyl Friction R ate=ASP a(T EL x TTR I declare the load calculation, equipment, equipment selection and duct design were rigorously performed based on the building plan listed above. i understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality or Authority having jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist + wrightsoft" Right-Suite®Universal2013 13.0.10 RSU10077 A� Residential • Review • Form �� I RPER 1 ,A#9% for ' • (Loads, • • 15 Mar 09 r�rcar�toa,�arr�sdarredca Header Information Contractor: REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: or MJ1AE Form*(and supporting worksheets):. Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision): 1470 Jackson Street,AHU#3 HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 10 °F Orientation: Front Door faces North North,East,West,South,Northeast,Northwest,Southeast,Southwest Indoor temperature: 70 °F Total heat loss: 17139 Btuh Number of bedrooms: 6 Conditioned floor area: 725 ft2 Summer Design Conditions Number of occupants: 2 Outdoor temperature: 85 °F Indoor temperature: 72 °F Windows Roai Grains difference: 33 gr/lb @50% RH Eave overhang depth: 0 ft Sensible heat gain: 13413 Btuh Internal shade: none { Latent heat gain: 2093 Btuh Blinds,drapes,etc. Nplh- andom Total heat gain: 15506 Btuh Number of skylights: 0 EQUIPMENTHVAC • 41 Hag Fgliinment Data Cooling Equipment Data Blower Data Equipment tpe: Gas boiler Evipcment type: Split AC Heating cfm: 800 ornate,Healpump,Boiler,etc. it ondltioner,Heat pump,etc. Cooling cfm: 800 Model: Model: Carrier Static pressure: 1.00 in H2O 24ANB724A**31+FV4CN(B,F)003 Fan's rated external static pressure for design airflow Heating output capacity: 0 Btuh Total cooling capacity: 0 Btuh Heat pumps-capacity at winter design outdoor conditions Sensible cooling capacity: 0 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh DISTRIBUTIONHVAC DUCT •1 Design airflow: 800 cfm Longest supply duct: 213 ft Duct Materials Used Equipment design ESP: 1.00 in H2O Longest return duct: 117 ft Trunk duct: Sheet metal Total device pressure losses: -0.7 in H2O Total effective length(TEL): 329 ft Available static pressure(ASP): 0.30 in H2O Friction rate: O,f1R0 in/100ft Branch duct: Round flex vinyl Friction Rate=ASP a(TEL 00011 I declare the load calculation, equipment, equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality *Home qualifies for MJ1AE Form based on Abridged Edition Checklist wrightsoft° Right-Suite®U niversal 2013 13.0.10 RSU10077 Residential Plans Review • Form RPER 1 for •n (Loads, Equipment, 15 Mar 09 a1e1113 cZrtrsWl+ lca Header Information Contractor: REQUIRED ATTACHMENTS ATTACHED Manual A Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: or MJ1AE Form*(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision): 1470 Jackson Street,AHU#4 HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Front Door faces North Outdoor temperature: 10 *F Orientation: Indoor temperature: 70 *F North,East,west,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 24879 Btuh Number of bedrooms: 6 Conditioned floor area: 2237 ft2 Summer Design Conditions Number of occupants: 6 Outdoor temperature: 85 *F Indoor temperature: 72 °F Windows RDM Grains difference: 33 gr/Ib @50% RH Eave overhang depth: 0 ft �— Sensible heat gain: 17083 Btuh Internal shade: none Ez3ve Latent heat gain: 5844 Btuh Blinds,drapes,etc. Depth Window Total heat gain: 22927 Btuh Number of skylights: 0 EQUIPMENTHVAC • 41 Heating Equipment Data CoolingEquipment Data Blower Data Equipment tpe: Gas boiler E(Vipcment type: Split AC Heating cfm: 1200 urnace,Healpump,Boiler,etc. it anditioner,Heat pump,etc. Cooling cfm: 1200 Model: Weil-McClain Model: Carrier Static pressure: 1.00 in H2O ULTRA 230+ 24ANB736C**31+FV4CN(B,F)005 Fan's rated external static pressure for design airflow Heating output capacity: 2t97000 Btuh Total cooling capacity: 0 Btuh Heat pumps-capacity atwmterdesignou oor conditions Sensible cooling capacity: 0 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh DISTRIBUTIONHVAC DUCT •1 Design airflow: 1200 cfm Longest supply duct: 222 ft Duct Materials Used Equipment design ESP: 1.00 in H2O Longest return duct: 95 ft Trunk duct: Sheet metal Total device pressure losses: -0.7 in H2O Total effective length(TEL): 317 ft Available static pressure(ASP): 0.30 in H2O Friction rate: 0,80 in/100ft Branch duct: Round flex vinyl Friction Rate=ASP+(TEL x I declare the load calculation, equipment, equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality or Authority having jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist f wrightsof* Right-Suite®Universal201313.0.10RSU10077 ,�� Residential Plans Review • Form � RPER 1 A CCk® for HVACDesign (Loads, Ducts) 15 Mar 09 arC�nosa�Yr3(art�tralsaapsd:a Header Information Contractor: REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: or MJ1AE Form*(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision): 1470 Jackson Street,AHU#5 HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 10 °F Orientation: Front Door faces North North,East,West,South,Northeast,Northwest,Southeast,Southwest Indoor temperature: 70 °F Total heat loss: 31667 Btuh Number of bedrooms: 6 Conditioned floor area: 2013 ft2 Summer Design Conditions Number of occupants: 9 Outdoor temperature, 85 °F Indoor temperature: 72 °F Windows Rosa Grains difference: 33 gr/lb @50% RH Eave overhang depth: 0 ft Sensible heat gain: 20946 Btuh Internal shade: none CLve Latent heat gain: 6258 Btuh Blinds,drapes,etc. Deplh WlndaN Total heat gain: 27203 Btuh Number of skylights: 0 EQUIPMENTHVAC • 41 Heatinq Equipment Data Cooling Equipment Data Blower Data Equipment tpe: Gas boiler E(�uipcment type: Split AC Heating cfm: 1600 ornate,Healpump,Boiler,etc. Ir onditioner,Heat pump,etc. Cooling cfm: 1600 Model: Model: Carrier Static pressure: 1.00 in.H2O 24AN6748C**31+FV4CNB006 Fan's rated external static pressure for design airflow Heating output capacity: 0 Btuh Total cooling capacity: 0 Btuh Heat pumps-capacity at winter design outdoor conditions Sensible cooling capacity: 0 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh HVAC DUCT DISTRIBUTION SYSTEM DESIGN (IRC M1601.1) Design airflow: 1600 cfm Longest supply duct: 241 ft Duct Materials Used' Equipment design ESP: 1.00 in H2O Longest return duct: 93 ft Trunk duct: Sheet metal Total device pressure losses: -0,7 in H2O Total effective length(TEL): 334 ft Available static pressure(ASP): 0.30 in H2O Friction rate: 0,n 0 'in/100ft Branch duct: Round flex vinyl Friction R ate=ASP-(T EL x I declare the load calculation, equipment, equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality or Authority having jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist wrightsoft- Right-Suite®Universal 2013 13.0.10 RSU10077 HkolbLoad Short Form Job: Date: November 10,2020 New Suffolk By: FIR HEAS4NG =COOLING Kolb Mechanical Corp. 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Web:kolbmechanical.com Project • . • For: New Suffolk Residence, Blaze Makoid Architecture 1470 Jackson Street, New Suffolk, NY 11956 Design Information Htg Clg Infiltration Outside db(°F) 10 85 Method Simplified Inside db(°F) 70 72 Construction quality Tight Design TD(°F) 60 13 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 50 50 Moisture difference(gr/lb) 47 33 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref. n/a Coil n/a AHRI ref. n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) AHU#4 2237 24139 17083 1200 1200 AHU#3 725 16508 13413 800 800 AHU#5 2013 30582 20946 1600 1600 AHU#1 593 18090 12581 1200 1200 AHU#2 583 17911 13091 1200 1200 New Suffolk 6151 107231 75426 6000 6000 Other equip loads 3539 0 Equip. @ 0.90 RSM 67884 Latent cooling 19910 TOTALS I 6151 I 110769 I 87793 I 6000 I 6000 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2020-Nov-24 08:17:21 wrightsaft° Right-Suite@ Universa12013 13.0.10 RSU10077 Page 1 ZUK ...Manual Vs11470 Jackson SA1470 Jackson St.rup Calc=MJ8 Front Door faces: N Load Short Form Job: NkolbAHU Date: November 10,2020 V By: FR HEATING +COOLING Kolb Mechanical Corp. 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Web:kolbmechanical.com Project • , • For: New Suffolk Residence, Blaze Makoid Architecture 1470 Jackson Street, New Suffolk, NY 11956 Design Information Htg Clg Infiltration Outside db(*F) 10 85 Method Simplified Inside db(*F) 70 72 Construction quality Tight Design TD(*F) 60 13 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 50 50 Moisture difference(gr/lb) 47 33 HEATING EQUIPMENT COOLING EQUIPMENT Make Make Carrier Trade Trade CARRIER AIR CONDITIONING Model Cond 24ANB736C**31 AHRI ref Coil FV4CN(B,F)005 AHRI ref 5634276 Efficiency 80 AFUE Efficiency 13.5 EER, 17.2 SEER Heating input 0 Btuh Sensible cooling 25200 Btuh Heating output 0 Btuh Latent cooling 10800 Btuh Temperature rise 0 °F Total cooling 36000 Btuh Actual air flow 1200 cfm Actual air flow 1200 cfm Air flow factor 0.066 cfm/Btuh Air flow factor 0.095 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.81 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) ZONE#1A 593 18090 12581 1200 1200 AHU#1 .593 18090 12581 1200 1200 Other equip loads 653 0 Equip. @ 0.90 RSM 11323 Latent cooling 2891 TOTALS I 593 I 18743 I 14213 I 1200 I 1200 Soldlitalic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t Wry F�tSOf�' 2020-Nov-24 08:17:21 9 Right-Suite@ Universal201313.0.10 RSU10077 Paget ...Manual'J's\1470 Jackson St\1470 Jackson St.rup Calc=MJ8 Front Door faces: N Load Short Form Job: Nkolb Date: November 10,2020 AHU #2 By: FIR HEATMG+COOLING Kolb Mechanical Corp. 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Web:kolbmechanical.com Project • , • For: New Suffolk Residence, Blaze Makoid Architecture 1470 Jackson Street, New Suffolk, NY 11956 Design Information Htg Clg Infiltration Outside db(°F) 10 85 Method Simplified Inside db(OF) 70 72 Construction quality Tight Design TD(OF) 60 13 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 50 50 Moisture difference(gr/lb) 47 33 HEATING EQUIPMENT COOLING EQUIPMENT Make Make Carrier Trade Trade CARRIER AIR CONDITIONING Model Cond 24ANB736C*"31 AHRI ref Coil FV4CN(B,F)005 AHRI ref 5634276 Efficiency 80 AFUE Efficiency 13.5 EER, 17.2 SEER Heating input 0 Btuh Sensible cooling 25200 Btuh Heating output 0 Btuh Latent cooling 10800 Btuh Temperature rise 0 OF Total cooling 36000 Btuh Actual air flow 1200 cfm Actual air flow 1200 cfm Air flow factor 0.067 cfm/Btuh Air flow factor 0.092 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.82 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) ZONE#1 B 583 17911 13091 1200 1200 AHU#2 583 17911 13091 1200 1200 Other equip loads 430 0 Equip. @ 0.90 RSM 11782 Latent cooling 2824 TOTALS I 583 I 18341 I 14606 I 1200 I 1200 Bold/Italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2020-Nov-24 08:17:21 " wrightsoft° Right-Suite®Universal 2013 13.0.10 RSU10077 Page 3 Arm ...Manual'J's\1470 Jackson St\1470 Jackson St.rup Calc=MJ8 Front Door faces: N Load Short Form Job: Xkolb Date: November 10,2020 AHU #3 By: FR HFATING-rCOOLING Kolb Mechanical Corp. 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@koibmechanical.com Web:kolbmechanical.com Project • . • For: New Suffolk Residence, Blaze Makoid Architecture 1470 Jackson Street, New Suffolk, NY 11956 Design Information Htg Clg Infiltration Outside db(OF) 10 85 Method Simplified Inside db(OF) 70 72 Construction quality Tight Design TD(°F) 60 13 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 50 50 Moisture difference(gr/lb) 47 33 HEATING EQUIPMENT COOLING EQUIPMENT Make Make Carrier Trade Trade CARRIER AIR CONDITIONING Model Cond 24ANB724A**31 AHRI ref Coil FV4CN(B,F)003 AHRI ref 5632463 Efficiency 80 AFUE Efficiency 13.2 EER, 16.5 SEER Heating input 0 Btuh Sensible cooling 16800 Btuh Heating output 0 Btuh Latent cooling 7200 Btuh Temperature rise 0 OF Total cooling 24000 Btuh Actual air flow 800 cfm . Actual air flow' 800 cfm Air flow factor 0.048 cfm/Btuh Air flow factor 0.060 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.87 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (f(2) (Btuh) (Btuh) (cfm) (cfm) ZONE#4 725 16508 13413 800 800 AHU#3 725 16508 13413 800 800 Other equip loads 631 0 Equip. @ 0.90 RSM 12072 Latent cooling 2093 TOTALS I 725 I 17139 I 14165 I 800 I 800 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2020-Nov-24 08:17:21 ^.` Wrlghtsoft" Right-Suite(g)Universal 2013 13.0.10 RSU1 0077 Page �+� ...Manual'J's\1470 Jackson St\1470 Jackson St.rup Calc=MJ8 Front Door faces: N HkolbLoad Short Form Date: November 10,2020 AHU #4 By: FR HEATING- COOLING Kolb Mechanical Corp. 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Web:kolbmechanical.com Project • • • For: New Suffolk Residence, Blaze Makoid Architecture 1470 Jackson Street, New Suffolk, NY 11956 Design Information Htg Clg Infiltration Outside db(OF) 10 85 Method Simplified Inside db(OF) 70 72 Construction quality Tight Design TD (OF) 60 13 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 50 50 Moisture difference(gr/lb) 47 33 HEATING EQUIPMENT COOLING EQUIPMENT Make Weil-McClain Make Carrier Trade WEIL-MCLAIN Trade CARRIER AIR CONDITIONING Model ULTRA 230 Cond 24ANB736C**31 AHRI ref 2101606 Coil FV4CN(B,F)005 AHRI ref 5634276 Efficiency 92.8 AFUE Efficiency 13.5 EER, 17.2 SEER Heating input 230000 Btuh Sensible cooling 25200 Btuh Heating output 207000 Btuh Latent cooling 10800 Btuh Temperature rise 157 OF Total cooling 36000 Btuh Actual air flow 1200 cfm Actual air flow 1200 cfm Air flow factor 0.050 cfm/Btuh Air flow factor 0.070 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.75 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) ZONE#2 766 16217 8761 806 615 ZONE#6 1471 7922 8322 394 585 AHU#4 2237 24139 17083 1200 1200 Other equip loads 740 0 Equip. @ 0.90 RSM 15375 Latent cooling 5844 TOTALS 1 2237 I 24879 1 21219 1 1200 1 .1200 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. .� Wrl hftOft' 2020-Nov-24 08:17:21 Q Right-Suite®Universa1201313.0.10RSU10077 Pages ...Manual Vs\1470 Jackson St11470 Jackson St.rup Calc=MJ8 Front Door faces: N kolb Load Short Form Job: Date: November 10,2020 NAHU #5 By: FIR HEATING i COOLING Kolb Mechanical Corp. 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Web:kolbmechanical.com Project • , • For: New Suffolk Residence, Blaze Makoid Architecture 1470 Jackson Street, New Suffolk, NY 11956 Design Information Htg Clg Infiltration Outside db (°F) 10 85 Method Simplified Inside db(OF) 70 72 Construction quality Tight Design TD (OF) 60 13 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 50 50 Moisture difference(gr/lb) 47 33 HEATING EQUIPMENT COOLING EQUIPMENT Make Make Carrier Trade Trade CARRIER AIR_CONDITIONING Model Cond 24ANB748C**31 AHRI ref Coil FV4CNB006 AHRI ref 5635352 Efficiency 80 AFUE Efficiency 13.5 EER, 17 SEER Heating input 0 Btuh Sensible cooling 33600 Btuh Heating output 0 Btuh Latent cooling 14400 Btuh Temperature rise 0 OF Total cooling 48000 Btuh Actual air flow 1600 cfm Actual air flow 1600 cfm Air flow factor 0.052 cfm/Btuh Air flow factor 0.076 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.77 ROOM NAME Area Htg load Clg load Htg AVF CIg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) ZONE#3 1063 15892 8862 831 677 ZONE#5 950 14690 12083 769 923 AHU#5 2013 30582 20946 1600 1600 Other equip loads 1085 0 Equip. @ 0.90 RSM 18851 Latent cooling 6258 TOTALS I 2013 I 31667 I 25109 I 1600 I 1600 BoldRtallc values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2020-Nov-24 08:17:21 wrightsoft° Right-Suite@ Universal 2013 13.0.10 RSU10077 Page 6 ...Manual'J's\1470 Jackson S1\1470 Jackson St.rup Calc=MJ8 Front Door faces: N Hkolb Buildin Anal sis Job: g Y Date: November 10,2020 New Suffolk By: FR ' Kolb Mechanical Corp. 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Web:kolbmechanical.com Project • • For: New Suffolk Residence, Blaze Makoid Architecture 1470 Jackson Street, New Suffolk, NY 11956 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature (OF) 70 72 Elevation: 30 ft Design TD (OF) 60 13 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 47.4 33.5 Dry bul b(OF) 10 85 Infiltration: Dailyrange(OF) - 16 ( M ) Method Simplified Wet bulb(OF) - 71 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Component Btuh/ft2 Btuh %of load bm W" Walls 3.7 17620 15.9 Glazing 27.2 48826 44.1 Doors 23.4 1283 1.2 Ceilings 2.0 5830 5.3 Floors 1.4 3430 3.1 Infiltration 1.4 7240 6.5 Ducts 23002 20.8 Piping 0 0 Humidification 3539 3.2 Ventilation 0 0 Adjustments 0 Total 1 1 1107691 100.0 Component Btuh/ft2 Btuh %of load Walls 0.9 4334 5.7 Glazing 20.1 36012 47.7 Doors 10.3 567 0.8 Ceilings 0.9 2430 3.2 Floors 0.2 475 0.6 Infiltration 0.2 845 1.1 Ducts 9355 12.4 Ventilation 0 0 Gl- Internal gains 21410 28.4 Blower 0 0 ^� Adjustments 0 Total 1 1 754261 100.0 0,^ Latent Cooling Load = 19910 Btuh Overall U-value =0.109 Btuh/ft2-'F WARNING: window to floor area ratio=29.1%-more than 25%. Bold/italic values have been manually overridden .� wri htsoft 2020-Nov-24 08:17:21 g Rig Universal 2013 13.0.10 RSU10077 Page 1 ...Manual'J's\1470 Jackson St\1470 Jackson St.rup Calc=MJ8 Front Door faces: N Nkolb BuildingAnalysis Job: 1 Date: November 10,2020 AHU #1 By: FR ' Kolb Mechanical Corp. 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Web:kolbmechanical.com Project Information For: New Suffolk Residence, Blaze Makoid Architecture 1470 Jackson Street, New Suffolk, NY 11956 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature (°F) 70 72 Elevation: 30 ft Design TD (°F) 60 13 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 47.4 33.5 Dry bul b(OF) 10 85 Infiltration: Dailyrange (OF) - 16 ( M ) Method Simplified Wetbulb(OF) - 71 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) MEMO Component Btuh/ftz Btuh %of load Walls 3.8 2569 13.7 Glazing 34.2 10773 57.5 Doors 0 0 0 Ceilings 1.7 0 0.0 Floors 2.2 82 0.4 ., Infiltration 1.4 1336 7.1 Ducts 3329 17.8 Piping 0 0 Humidification 653 3.5 Ventilation 0 0 Adjustments 0 Total 1 1 187431 100.0 Component Btuh/ftz Btuh %of load Walls 1.0 655 5.2 Glazing 22.5 7102 56.5 G.. Doors 0 0 0 Ceilings 2.0 0 0.0 / Floors 0.5 18 0.1 Infiltration 0.2 156 1.2 Ducts 1400 11.1 Ventilation 0 0 Internal gains 3250 25.8 Blower 0 0 Adjustments 0 Total 125811 100.0 Latent Cooling Load =2891 Btuh Overall U-value =0.219 Btuh/ft2-'F WARNING:window to floor area ratio=53.1%- more than 25%. Bold/italic values have been manually overridden 2020-Nov-24 08:17:21 wrightSOf Right-Suite®Universal 2013 13.0.10 RSU10077 Page 2 Manual'J's\1 470 Jackson St\1470 Jackson St.rup Calc=MJ8 Front Door faces: N Hkolb BuildingAnal sis Job: Y Date: November 10,2020 AHV #Z By: FR H E AT 1`` �' `�'�'`�'` 'r``' Kolb Mechanical Corp. 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Web:kolbmechanical.com Project • • For: New Suffolk Residence, Blaze Makoid Architecture 1470 Jackson Street, New Suffolk, NY 11956 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature('F) 70 72 Elevation: 30 ft Design TD('F) 60 13 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 47.4 33.5 Dry bulb(°F) 10 85 Infiltration: Dailyrange(°F) - 16 ( M ) Method Simplified Wet bulb(°F) - 71 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) amme Component Btuh/ft2 Btuh %of load mb , Walls 3.9 1104 6.0 Glazing 34.2 12483 68.1 Doors 0 0 0 Ceilings 2.6 1 0.0 Floors 2.2 67 0.4 Infiltration 1.4 880 4.8 Ducts 3377 18.4 Piping 0 0 Humidification 430 2.3 Ventilation 0 0 Adjustments 0 Total 1 1 183411 100.0 Component Btu hiT Btuh %of load Walls 1.0 281 2.1 Glazing 22.0 8031 61.3 Doors 0 0 0 Ceilings 3.1 1 0.0 Floors 0.5 14 0.1 Infiltration 0.2 103 0.8 Ducts 1411 10.8 Ventilation 0 0 Internal gains 3250 24.8 ` Blower 0 0 Adjustments 0 Total 13091 100.0 Latent Cooling Load =2824 Btuh Overall U-value =0.335 Btuh/ftz°F WARNING:window to floor area ratio=62.7% - more than 25%. Bold/italic values have been manually overridden 2020-Nov-24 08:17:21 ,.' wrightsoft Rig ht-Suite®Universal 2013 13.0.10 RSU10077 Page 3 �� ...Manual'J's\1470 Jackson St\1470 Jackson St.rup Calc=MJ8 Front Door faces: N Kkolb Buildin Anal sis Job: 9 y Date: November 10,2020 AHV I3 By: FIR H E AT i rj ; - c i I N C. Kolb Mechanical Corp. 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Web:kolbmechanical.com Project • • For: New Suffolk Residence, Blaze Makoid Architecture 1470 Jackson Street, New Suffolk, NY 11956 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature (OF) 70 72 Elevation: 30 ft Design TD (OF) 60 13 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 47.4 33.5 Dry bul b(OF) 10 85 Infiltration: Dailyrange(OF) - 16 ( M ) Method Simplified Wet bulb(OF) - 71 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Component Btu hM Btuh %of load Walls 3.9 2413 14.1 Glazing 24.2 7555 44.1 Doors 23.4 464 2.7 Ceilings 2.0 1480 8.6 Floors 2.2 638 3.7 Infiltration 1.4 1292 7.5 Ducts 2666 15.6 Piping 0 0 Humidification 631 3.7 Ventilation 0 0 Adjustments 0 Total 1 1 171391 100.0 Component Btuh/ftz Btuh %of load Walls 1.0 615 4.6 Glazing 27.8 8702 64.9 Doors 10.3 205 1.5 Ceilings 0.9 617 4.6 Floors 0.5 138 1.0 Infiltration 0.2 151 1.1 Ducts 1125 8.4 Ventilation 0 0 Internal gains 1860 13.9 Blower 0 0 Adjustments 0 Total 13413 100.0 Latent Cooling Load =2093 Btuh Overall U-value =0.107 Btuh/ft2--°F WARNING:window to floor area ratio=43.1%-more than 25%. Bold/Italic values have been manually overridden it 2020-Nov-2408:17:21 Wri htSd Rig ht-Su ite®U niv ersal 2013 13.0.10 RSU 10077 Page 4 Manual'J's\1470 Jackson St\1470 Jackson St.rup Calc=MJ8 Front Door faces: N kolb BuildingAnal sis Job: Y Date: November 10,2020 AHU #4 By: FR 'r A "' `-''`'` '` Kolb Mechanical Corp. 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Web:kolbmechanical.com Project • • For: New Suffolk Residence, Blaze Makoid Architecture 1470 Jackson Street, New Suffolk, NY 11956 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature(OF) 70 72 Elevation: 30 ft Design TD(OF) 60 13 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 47.4 33.5 Dry bulb(OF) 10 85 Infiltration: Dailyrange(°F) - 16 ( M ) Method Simplified Wet bulb(OF) - 71 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) MEMO Component Btuh/ft2 Btuh %of load Walls 3.5 7170 28.8 Glazing 24.2 6894 27.7 Doors 23.4 819 3.3 Ceilings 2.2 242 1.0 Floors 0.9 1300 5.2 Infiltration 1.4 1513 6.1 Ducts 6201 24.9 Piping 0 0 Humidification 740 3.0 Ventilation 0 0 Adjustments 0 Total 1 1 248791 100.0 Component Btuh/ft2 Btuh %of load Walls 0.8 1669 9.8 Glazing 20.2 5755 33.7 Doors 10.3 362 2.1 Ceilings 0.9 101 0.6 •m °^° Floors 0.0 14 0.1 i Infiltration 0.2 177 1.0 Ducts 2526 14.8 "- Ventilation 0 0 Internal gains 6480 37.9 Blower 0 0 Adjustments 0 Total 17083 100.0 Latent Cooling Load = 5844 Btuh Overall U-value =0.070 Btuh/ft2-°F Data entries checked. Bold/italic values have been manually overridden .�; Wri htSOft' 2020-Nov-24 08:17:21 xi Right-Suite®Universal 2013 13.0.10 RSU10077 Page 5 Manual'J's\1470 Jackson St\1470 Jackson St.rup Calc=MJ8 Front Door faces: N Nkolb Bulldin Anal sis Job: g Y Date: November 10,2020 AHU #5 By: FIR Kolb Mechanical Corp. 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@ kolbmechanical.com Web:kolbmechanical.com Project Information For: New Suffolk Residence, Blaze Makoid Architecture 1470 Jackson Street, New Suffolk, NY 11956 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature (°F) 70 72 Elevation: 30 ft Design TD (°F) 60 13 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 47.4 33.5 Dry bulb(°F) 10 85 Infiltration: Dailyrange (°F) - 16 ( M ) Method Simplified Wetbulb(°F) - 71 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Component Btuh/ft2 Btuh %of load Walls 3.9 4364 13.8 Glazing 21.6 11121 35.1 Doors 0 0 0 Ceilings 2.0 4107 13.0 Floors 2.2 1343 4.2 Infiltration 1.4 2219 7.0 Ducts 7429 23.5 � Piping 0 0 Humidification 1085 3.4 Ventilation 0 0 Adjustments 0 Total 1 1 31667 100.0 Component Btuh/ft2 Btuh %of load Walls 1.0 1113 5.3 Glazing 15.3 7900 37.7 Doors 0 0 0 Ceilings 0.9 1711 8.2 Floors 0.5 291 1.4 Infiltration 0.2 259 1.2 Ducts 3102 14.8 Ventilation 0 0 Internal gains 6570 31.4 Blower 0 0 Adjustments 0 Total 1 1 20946 100.0 Latent Cooling Load =6258 Btuh Overall U-value =0.083 Btuh/ft-°F WARNING:window to floor area ratio =25.6%- more than 25%. Bold/Italic values have been manually overridden C 1F!' 2020-Nov-24 08:17:21 Wri htsO Right-Suite®Universal 2013 13.0.10 RSU10077 Page 6 ...Manual'J's\1470 Jackson St\1470 Jackson St.rup Calc=MJ8 Front Door faces: N Project Summary Job: Hkolb Date: November 10,2020 New Suffolk By: FR € EATING 7 COOL.I NG Kolb Mechanical Corp. 11560 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.coni Web:kolbmechanical.com Project Information For: New Suffolk Residence, Blaze Makoid Architecture 1470 Jackson Street, New Suffolk, NY 11956 Notes: Design Information Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 10 OF Outside db 85 OF Inside db 70 OF Inside db 72 OF Design TD 60 OF Design TD 13 OF Daily range M Relative humidity 50 % Moisture difference 33 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 84229 Btuh Structure 66072 Btuh Ducts 23002 Btuh Ducts 9355 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 3539 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 110769 Btuh Use manufacturer's data n Rate/swing multiplier 0.90 Infiltration Equipment sensible load 67884 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Tight) Structure 14374 Btuh Ducts 5536 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ft2) 6151 6151 Equipment latent load 19910 Btuh Volume(ft3) 50683 50683 Air changes/hour 0.13 0.07 Equipment total load 87793 Btuh Equiv.AVF(cfm) 110 59 Req.total capacity at 0.70 SHR 8.1 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. AWLwry ht-SOft" 2020-Nov-24 08:17:21 �� Rig 2013 13.0.10 RSU10077 Manual'J's\1470 Jackson St\1470 Jackson St.rup Calc=MJ8 Front Door faces: N Page 1 Project Summary Job: ko*l,bAHU '7Dater November 10,2020 #1 By: FR HCATiNG+COOLIN'5 Kolb Mechanical Corp. 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Web:kolbmechanical.com Project • • For: New Suffolk Residence, Blaze Makoid Architecture 1470 Jackson Street, New Suffolk, NY 11956 Notes: Design Information Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 10 OF Outside db 85 OF Inside db 70 OF Inside db 72 OF Design TD 60 OF Design TD 13 OF Daily range M Relative humidity 50 % Moisture difference 33 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 14761 Btuh Structure 11181 Btuh Ducts 3329 Btuh Ducts 1400 Btuh Central.vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 653 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 18743 Btuh Use manufacturer's data n Rate/swing multiplier 0.90 Infiltration Equipment sensible load 11323 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Tight) Structure 2108 Btuh Ducts 783 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh 'Area(ft2) 593 593 Equipment latent load. 2891 Btuh Volume(ft3) . . 7119 7119 Air changes/hour 0.17 0.09 Equipment total load 14213 Btuh Equiv.AVF(cfm) 20 11 Req.total capacity at 0.70 SHR 1.3 ton Heating Equipment Summary Cooling Equipment Summary Make Make Carrier. Trade Trade CARRIER AIR CONDITIONING . Model Cond 24ANB736C**31 AHRI ref Coil FV4CN(B,F)005 AHRI ref 5634276. Efficiency 80 AFUE Efficiency 13.5 EER, 17.2 SEER Heating input 0 Btuh Sensible cooling 25200 Btuh Heating output 0 Btuh Latent cooling 10800 Btuh. Temperature rise 0 OF Total cooling 36000 Btuh Actual air flow 1200 cfm Actual air flow 1200 cfm Air flow factor 0.066 cfm/Btuh Air flow factor 0.095 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.81 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. i wrsoft, y._�� ht Rig ht-Suite®Universa1201313.0.10 RSU10077 2020-Nov-24 08:17:21 Paget ...Manual Vs\1470 Jackson St\1470 Jackson St.rup Calc=MJ8 Front Door faces: N e Pro ct Summary Hkolb J ry Date: November 10,2020 AHU #2. By: FIR HCATING�COOLING Kolb Mechanical Corp. 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Web:kolbmechanical.com Project • • For: New Suffolk Residence, Blaze Makoid Architecture 1470 Jackson Street, New Suffolk, NY 11956 Notes: Design • • Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 10 OF Outside db 85 OF Inside db 70 OF Inside db 72 OF Design TD 60 OF Design TD 13 OF Daily range M Relative humidity 50 % Moisture difference 33 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 14534 Btuh Structure 11680 Btuh Ducts 3377 Btuh Ducts 1411 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification _ 430 Btuh Blower 0 Btuh Piping 0 Btuh. Equipment load 18341 Btuh Use manufacturer's data n Rate/swing multiplier 0.90 Infiltration Equipment sensible load . 11782 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Tight) Structure 2023 Btuh Ducts 801 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(111:2) 583 583 Equipment latent load 2824 Btuh Volume(fN) 6990 6990 Air changes/hour 0.11 0.06 Equipment total load 14606 Btuh Equiv.AVF(cfm) 13 7 Req.total capacity at 0.70 SHR 1.4 ton Heating Equipment Summary Cooling Equipment Summary Make Make Carrier Trade Trade CARRIER AIR CONDITIONING Model Cond 24ANB736C""31 AHRI ref Coil FV4CN(B,F)005 AHRI ref 5634276 Efficiency 80 AFUE Efficiency 13.5 EER, 17.2 SEER Heating input 0 Btuh Sensible cooling 25200 Btuh Heating output 0 Btuh Latent cooling 10800 Btuh Temperature rise 0 OF Total cooling 36000 Btuh Actual air flow 1200 cfm Actual air flow 1200 cfm Air flow factor 0.067 cfm/Btuh Air flow factor 0.092 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.82 BoldlItalic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J.8th Ed. wFi ht): 0 2020-Nov-24 08:17:21 Right-Su RSU10077 Page ...Manual'J's\1 470 Jackson St\1470 Jackson St.rup Calc=MJ8 Front Door faces: N ko ' Project SummaryJob: HN Date: November 10,2020 AHU #3 By: FR HEATinrti +COOL" Kolb Mechanical Corp. 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.mm Web:kolbmechanical.com Project • , • For: New Suffolk Residence, Blaze Makoid Architecture 1470 Jackson Street, New Suffolk, NY 11956 Notes: Design Information Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 10 OF Outside db 85 OF Inside db 70 OF Inside db 72 OF Design TD 60 OF Design TD 13 OF Daily range M Relative humidity 50 % Moisture difference 33 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing . Structure 13842 Btuh Structure .12288 Btuh Ducts 2666 Btuh Ducts 1125 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 631 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 17139 Btuh Use manufacturer's data n Rate/swing multiplier 0.90 Infiltration Equipment sensible load 12072 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Tight) Structure 1460 Btuh. Ducts 633 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ft2) 725 725 Equipment latent load 2093 Btuh Volume(fl3) 7255 7255 Air changes/hour 0.16 0.09 Equipment total load 14165 Btuh Equiv.AVF(cfm) 20 11 Req.total capacity at 0.70 SHR 1.4 ton Heating Equipment Summary Cooling Equipment Summary Make Make Carrier Trade Trade CARRIER AIR CONDITIONING Model Cond 24ANB724A**31 AHRI ref Coil FV4CN(B,F)003 AHRI ref 5632463 Efficiency 80 AFUE Efficiency 13.2 EER, 16.5 SEER Heating input 0 Btuh Sensible cooling 16800 Btuh Heating output 0 Btuh Latent cooling 7200 Btuh Temperature rise 0 OF Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.048 cfm/Btuh Air flow factor 0.060 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.87 Bold/Itallc values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ft' 2020-Nov-24 08:17:21 Wri htso Right-Suite®Universal RSU10077 Page Manual'J's\1470 Jackson St\1470 Jackson St.rup Calc=MJ8 Front Door faces: N Project Summary Job: Hkolb Date: November 10,2020 AHU #4 By: FIR H ATIN'G T COOLING Kolb Mechanical Corp. 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Web:kolbmechanical.com Project Information J For: New Suffolk Residence, Blaze Makoid Architecture '1470 Jackson Street, New Suffolk, NY 11956 Notes: Design Information Weather:. Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 10 OF Outside db 85 OF Inside db 70 OF Inside db 72 OF Design TD 60 OF Design TD 13 OF Daily range M Relative humidity 50 % Moisture difference 33 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 17938 Btuh Structure 14557 Btuh Ducts 6201 Btuh Ducts 2526 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 740 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 24879 Btuh Use manufacturer's data n Rate/swing multiplier 0.90 Infiltration Equipment sensible load 15375 Btuh Method Simplified. Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Tight) Structure 4321 Btuh Ducts 1523 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ft2) 2237 2237 Equipment latent load 5844 Btuh Volume(ft3) 9189 9189 Air changes/hour 0.15 0.08 Equipment total load 21219 Btuh Equiv.AVF(cfm) 23 12 Req.total capacity at 0.70 SHR 1.8 ton Heating Equipment Summary Cooling Equipment Summary Make Weil-McClain Make Carrier Trade WEIL-MCLAIN Trade CARRIER AIR CONDITIONING . Model ULTRA 230 Cond 24ANB736C**31 AHRI ref 2101606 Coil FV4CN(B,F)005 AHRI ref 5634276 Efficiency 92.8 AFUE Efficiency 13.5 EER, 17.2 SEER Heating input 230000 Btuh Sensible cooling 25200 Btuh Heating output 207000 Btuh Latent cooling 10800 Btuh Temperature rise 157 OF Total cooling. 36000 Btuh Actual air flow 1200 cfm Actual air flow 1200 cfm Airflow factor 0.050 cfm/Btuh Air flow factor 0.070 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.75 Bold/itallc values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Ar Wr1 hte0ft* 2020-Nov-24 08:17:21 � � Right-Suite®Universa1201313.0.10RSU10077 Manual'J's11470 Jackson St11470 Jackson St.rup Calc=MJ8 Front Door faces: N Pages Project Summary Job: Hkolb Date: November 10,2020 AHU #5 By:. FIR HEATING X COOLING Kolb Mechanical Corp. 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Web:koibmechanical.com Project • , • For: New Suffolk Residence, Blaze Makoid Architecture 1470 Jackson Street; New Suffolk, NY 11956 Notes: Design In • • Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 10 OF Outside db 85 OF Inside db 70 OF Inside db 72 OF Design TD 60 OF Design TD 13 OF Daily range M Relative humidity 50 % Moisture difference 33 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 23154 Btuh Structure 17844 'Btuh Ducts 7429 Btuh Ducts 3102 Btuh Central.vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 1085 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 31667 Btuh Use manufacturer's data n Rate/swing multiplier 0.90 Infiltration Equipment sensible load 18851 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Tight) Structure 4462 Btuh Ducts 1796 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh .Area(ftz) 2013 2013 Equipment latent load 6258 Btuh Volume(ft.) 20130 20130 Air changes/hour 0.10 0.05 Equipment total load 25109 Btuh Equiv.AVF(cfm) 34 18 Req.total capacity at 0.70 SHR 2.2 ton Heating Equipment Summary Cooling Equipment Summary Make Make Carrier Trade Trade CARRIER AIR CONDITIONING Model Cond 24ANB748C**31 AHRI ref Coil FV4CNB006 AHRI ref 5635352 Efficiency 80 AFUE Efficiency 13.5 EER, 17 SEER Heating input 0 Btuh Sensible cooling 33600 Btuh Heating output 0 Btuh Latent cooling 14400 Btuh. Temperature rise 0 OF Total cooling 48000 Btuh Actual air flow 1600 cfm Actual air flow 1600 cfm Air flow factor 0.052 cfm/Btuh Air flow factor 0.076 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.77 Bold/italic values have been manually overridden �g Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ft° 2020-Nov-2408Pa. 1 wrightso Right-Suite®Universal201313.0.10RSU10077 .4ttiC$4 Page 6 ...Manual'J's\1470 Jackson St\1470 Jackson St.rup Calc=MJ8 Front Door faces: N AED Assessment job: Date: November 10,2020 New Suffolk By:. FR HEATING-COOLING Kolb Mechanical Corp. 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Web:kolbmechanical.com Project • • • For: New Suffolk Residence, Blaze Makoid Architecture 1470 Jackson Street, New Suffolk, NY 11956 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature(OF) 70 72 Elevation: 30 ft Design TD (OF) 60 13 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 47.4 33.5 Dry bulb(OF) 10 85 Infiltration: Dailyrange(OF) - 16 ( M ) Wet bu lb(OF) - 71 Wind speed(mph) 15.0 7.5 Test for • - • - Exposure Diversity Hxrly Cuing Load 60,00 55,00 50,00 45,00 40,00 35,00 30,00 25,00 20,00 15,00 10,00 5,00 0 8 9 10 11 12 13 14 15 16 17 18 19 20 Fi=ofDay wey /A i AED nma. . Maximum hourly glazing load exceeds average by 33.2%. House does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 1419 Btuh (PFG - 1.3*AFG) SoldNtalic values have been manually overridden W1'I pay 2020-Nov-24 08:17:21 Right-Suite®Universal 2013 13.0.10 RSU10077 Page 1 Rb+�l ...Manual'J's11470 Jackson SA1470 Jackson St.rup Calc=MJ8 Front Doorfaces: N AED Assessment Job: ol Date: November 10,2020 AHV #7 By: FR COOLINGKolb Mechanical Corp. 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Web:kolbmechanical.com Project Information For: New Suffolk Residence, Blaze Makoid Architecture 1470 Jackson Street, New Suffolk, NY 11956 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature(OF) 70 72 Elevation: 30 ft Design TD(OF) 60 13 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb), 47.4 33.5 Dry bulb(OF) 10 85 Infiltration: Dailyrange(OF) - 16 ( M ) Wet bu l b(°F) - 71 Wind speed (mph) 15.0 7.5 Test for • - • - Exposure Diversity Hxdy Caging Lead 12,00 11,00 10,00 9,00 8,00 7 00 6,00 5,00 4,00 3,00 2,00 1,00 0 8 9 10 11 12 13 14 15 16 17 18 19 20 Hwor°ay A— /AED Ind Maximum hourly glazing load exceeds average by 38.4%. Zone does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 706 Btuh (PFG - 1.3*AFG) Bold/italic values have been manually overridden �I h �f 2020-Nov-24 08:17:21 � Right-Suite(g)Universal 2013 13.0.10 RSU 10077 Page t ...Manual'J's\1470 Jackson St\1470 Jackson St.rup Calc=MJ8 Front Door faces: N lbAED Assessment Job: Date: November 10,2020 AHU #2 Elk: FR Hlv,".TING+COOLING Kolb Mechanical Corp. 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Web:kolbmechanical.com Project Information For: New Suffolk Residence, Blaze Makoid Architecture 1470 Jackson Street, New Suffolk, NY 11956 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature(OF) 70 72 Elevation: 30 ft Design TD (OF) 60 13 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 47.4 33.5 Dry bulb(OF) 10 85 Infiltration: Dailyrange(°F) - 16 ( M ) Wet bu I b(OF) - 71 Wind speed (mph) 15.0 7.5 Test for • ' • Exposure Diversity F)urly GEEing Laid 14,00 12,00 10,00 8,00 6,00 4,00 2,00 0 8 9 10 11 12 13 14 15 16 17 18 19 20 Haza[Wy /IWIy /Aram /AED llmlt Maximum hourly glazing load exceeds average by 37.7%. Zone does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 767 Btuh (PFG - 1.3*AFG) Bold/italic values have been manually overridden 2020-Nov-24 08:17:21 Wrightsoft' Right-Su ite®Universal201313.0.10 RSU10077 Page M ...Manual Vs\1470 Jackson St\1470 Jackson St.rup Calc=MJ8 Front Door faces: N AED Assessment Hko.l. Date: November 10,2020 AHU By: FIR HEATING=COOLING Kolb Mechanical Corp. 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Web:kolbmechanical.com Project • • • For: New Suffolk Residence, Blaze Makoid Architecture 1470 Jackson Street, New Suffolk, NY 11956 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature(OF) 70 72 Elevation: 30 ft Design TD (OF) 60 13 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) . 47.4 33.5 Dry bulb(OF) 10 85 Infiltration: Dailyrange (OF) - 16 ( M ) Wet bu lb(°F) - 71 Wind speed(mph) 15.0 7.5 Test for • ' • Exposure Diversity Hxey acongLoad 14,00 12,00 10,00 8,00 6,00 4,U0 2,00 0 8 9 10 11 '12 13 14 15 16 17 18 19 20 Flwof°ay A—w /AED IIMt Maximum hourly glazing load exceeds average by 36.8%. Zone does.not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 665 l3tuh (PFG - 1.3*AFG) Bold/Italic values have been manually overridden 2020-Nov-24 08:17:21 wrIghtSaf ' Right-Suite@ U niversal 2013 13.0.10 RSU10077 Page ...Manual'J's\1470 Jackson St\1470 Jackson St.rup Calc=MJ8 Front Door faces: N AED Assessment Job: o.l Date: November 10,2020 AHU #4 By: FIR HEATING,;'COOLING Kolb Mechanical Corp. 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Web:kolbmechanical.com Project • • • For: New Suffolk Residence, Blaze Makoid Architecture 1470 Jackson Street, New Suffolk, NY 11956 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature(OF) 70 72 Elevation: 30 ft Design TD(°F) 60 13 Latitude: 41°N Relative humidity(%) . 50 50 Outdoor:, Heating Cooling Moisture difference(gr/lb) 47.4 33.5 Dry bul b(°F) 10 85 Infiltration: Dailyrange(OF) - 16 ( M ) Wet bu l b(OF) - 71 Wind speed (mph) 15.0 7.5 Test for • ' • Exposure Diversity Hxjly Gc-ong Load 9,00 8,00 7,00 6,00 5,00 4,00 3,00 2,00 1,00 0 8 9 10 11 12 13 14 15 16 17 18 19 20 FbxofDay . /FMy /A V /AED limit Maximum hourly glazing load exceeds average by 16.8%. Zone.has adequate exposure diversity (AED), based on AED limit'of 30%. AED excursion: 0 Btuh Bold/italic values have been manually overridden 2020-Nov-24 08:17:21 WlrightSoflt" Rig ht-Suite@Universal201313.0.10RSU10077 Page ck ...Manual Vs\1470 Jackson St\1470 Jackson St.rup Calc=MJ8 Front Door faces: N XkolbAED Assessment Job: Date: November 10,2020 AHU #5 By: FR HEATING+COOLING Kolb Mechanical Corp. 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Web:kolbmechanical.com Project • , • For: New Suffolk Residence, Blaze Makoid Architecture 1470 Jackson Street, New Suffolk, NY 11956 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature(OF) 70 72 Elevation: 30 ft Design TD(OF) 60 13 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 47.4 33.5 Dry bulb(°F) 10 85 Infiltration: Dailyrange(OF) - 16 ( M ) Wet bu Ib(OF) - 71 Wind speed (mph) 15.0 7.5 Test for • ' • Exposure Diversity H3Ay Gwng Load 14,00 12,00 10,00 8,00 6,00 4,00 2,00 0 8 9 10 11 12 13 14 15 16 17 18 19 20 . FlowdDay /HOY /Ate. /AED limit Maximum hourly glazing load exceeds average by 37.6%. Zone does not have'adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 759 Btuh (PFG - 1.3*AFG) Bold/italic values have been manually overridden 1 -�- wrlghttSOf . Rig ht-Suite®Universal201313.0.10 RSU10077 2020-Nov-24 08:17:21 Page6 +f�► ...Manual'J's\1470 Jackson St\1470 Jackson St.rup Calc=MJ8 Front Door faces: N ®k b Rig W@ Worksheet Job:° New Suffolk Date: November 10,2020 HEATINd+Ct3€1l.ING By; FIR Kolb,Mechanical Corp. 11500 Old Sound Ave.,Mattituck,NY 11952,Phone:(631),298-5527 Email:info@kolbmechanical.com Web:kolbmechanical.com 1 - Room name New Suffolk AHU#4 2 Exposed-wall 625.0 ft 230.6 ft 3 Room height 10.4 ft 10.0 ft 4 Room dimensions 5 Room area. 6151.2 ft2 2237.0 ft2 T Construction U-value. Or HTM Area ft' Load Area ftz Load Y number (Btuh/ftk.F I (Btuhift2) I or ,perimeter (ft) I (Btuh) I or perimeter (ft) I (Btuh) Heat C001 Gross N/P/S Heat Cool Gross N/P/S Heat co.,::] D 2 glazing, 0.360 n 21:60 10.34 ' '35 181 3845 355 394 181 990' 355 2 lazin ,clr outr,6 _ 0.360' n 21:60 10.45. .178 0 � 3845 1859 ''°- 178 - `.0 - 3845 1859 n �5:46' 1.96 394-F :..�.35__..e _819 _ 362 :_ ., _35 � 35.__ 819 W- -.. 12C-5sw_„-.,__;. _._,_- 0.064-__n _ 3.84_ - -0.98 rt _--_312, _ 312_..-. _,_1198306 _9 Q -0 :-.--.__0 11 12F-Osw 0.065• n 3.90 0.99 692' 433 1689 431 0 0 0, 0 .:2.glazing,.clr1outr; ---0.360 n-- _,a-21.60 Z 10.45 _0 :__-�_-0 0 -._349. _ 349 YN_._.-_ . .15B19.Owc,10..., ._- _:.,0.069•._n,_. __ 2.22 ..-0.00 ._ __,_,34,9,.r_._--349. 775 e_.__- :_A 775 _..0 12C-Osw 0.091 e ' . 5:46 1.96 402 374 2040 731 402 374 22040 -731 4glazing,clroutr,. ,_: =:_-_-0.360--a _ 21.60 .. _32.92`._r _-'.28 _.__O.e-_a-.612.-__--933 _--_28 -0-__-__612.-. ,__.933, W 12C-5sw 0.064 a 3.84 0.98 54 - 54°_ 207 53 0-.-„-__ _ 0 0 0 glazing, e 3.90' 0.99 _ ." 689 - ' 609 2375 606 0. 0 O._ .__..._0 11D0_i;•_,_w,: _0.570. a 34.20' 32.02 60 0 2052 1975 0 0 0 0 22 aznw,cir'outr, 0.390 r:._e_ _. 23,,410.-__10.34.:--:::_ _ 20 20.,_ _- 464___ �Z05 Y 15B19-0wc-10 0.069 a 1.94 0.00 315 275 534 0 315 275 534 0 1OB-v 0.600 a 36.00 31.16 12 0 432 374 12 ° . 0 432 374 JD-c2ov-_,., _ T ___._.0.570__e . _34.20 „ -60.12_-. _.. 28 _ _.0._._ "_.958_-- 1683.._.-__a_.26___-,__.-__0..__. 958 •.____1683- W_._, 12F-Osw___ 0.065 se -__. 3:90 _0.99. _.29 _,:.._29. _' ..114: .: _ 29_:: ..:...':,0 L.__, _..0 --0. .__ _.0 VN 12C-Osw 0.091 s 5.46 1.96 90 70 382 137 90 70 382 137 I-._-C,_ .-2 glazing,clr outr,.- -0.360 _.s. . -.._21.60 17.34. =20 432 _.,__-.347_ ,,_-20 _r. -0- --432 . - _.347 0 .. 12C-5s 9 '. - 0.064 s..• 34 20_ ;-_ 17,34 .. 255° 57 219 56 0 0 0 0 !....�G..2.glaziri„clroutr,________:._''_0.570 . __., 0___.8721' _- :4421 -_. '_- -'0 _._ _ _-_0_:.,___ _.0________0 12F-Osw 0.065 s 3.90 0.99 1345 583 2275 580 0 0 0 0 - 10431. .__-5288__: -_.__0 0_ -__-_0 ----,0, 1 D-c2ovd 0.570 s 34.20 31.04 63 0 2166 1966 0 0 0 2 glazing,&outr, 0.360 s 21:60 17.34 393 0 8493 6817 0 0 0 15619-owc-10 0.069 s 2.14 0.00 432 414 885 0 432 .414 885 _ 0 0.570 `-.s._ _ 34.20, _..31.04 18 . _., :0 .__` 616__.___.559 _,_ _.m-18 __ -- _-0___ -616.___.__559 W_ 12C-Osw 0.091.-e W_ .. 5.46- 1.96. -228_..._... 228 .m µ1245 ... _-446 228_-.P-- 228 . -1245 - 446 V 12C-5sw 0.064 w 3.84 0.98 306 246 945 241 . ' 0 0 0 0 _:_ _ 2 glazing;clr.outr,_ _ .°_ _0.570 ..w-,'-_ 34.20,,-,_32.92 ,_ 60 e 0___,.. 2052 ,-.._1975:_-, __._0_ .__,_-_0_ ____-0------w"-__0. 12F-Osw 0.065 w 3.90 0.99 478 366 1429 364 0 0 0 0 2 glazing,.clr outr, 0.360 w 21.60 32.92 35 0 756 1152 0 0 0 0 .?_glazing,clr out r _ 0.360 .w_ 21.60-_. 32.92---__ 77 0 1663 _2635 _--_ 0 0 0 _ 0. 15B19-0wc-10_ __-_ -U69 ,_w'_ _•__ 2.22 .-w:0.00.-__-, .144 . ,'„"- ..14-4 v 320 ,., _0_.___."144 .-=__144 :_-.--_320_z _ ._,.0. C.__„ ,18A-30zd__- _.a. _._-. --0.034 _c ..--_--2.04. .0.85.-- 273.8 ___2738 ;.: _5586 __,2328 __0 --0_. _ ._. 0• _ __0 C.,._ C_part ceiling,... ___ ..0.056 __ .. -__3.38 1.411-_._°_ 32'_:'_. ..:32..._. :_.109_ .___46_,__`.< ___32_ _, _32:_- _..109.__ -__-46 C :. C°Dar ceilina 0.044, .- __2:62._..•__3.06.., ;- -0 --1-- 0 _-..' ,.- -1. --_,1 __-..._-.-.0____. :_.__0____._ _.0 '-a__0 Ct_.- C.part.ceiling, _. -.., .0.028...._-_. : ..__1.68 0.70.°-.,_ 79- ._ _ -_79 133.,r _.--55• .:..__79'-__ 79._ _ __133-: -____55 C___. Q•Dart ceiling_ :_,_.a-0.028. _:1.68.-_ _.-1.96 _. _.0 _..,,._ O -• 0 _.__.:_.0 _ .0 _..- _0 _0 __0 F _19A-15bswP.'e__. :..,0,058, 2:62 :.-_0.57.":____ 2. -_`- 24,----_ -.,__64..: _14,".-:._ , 24,_..__._.._24 _: _ 64 -_v.: -14 F 19A-21bswp . ... 0.045 __2.15 °____0.47 __. _ _.69-__: .__69 149.__ ..:._32 0 __..._0 0 0. ..-_. .•_ :19A-21bswp-._.._ _ __; ,0.045' -._ ",A _.2.15:_:_,._.0.47 920_'° •_:_920 _ _.1981. :___._429_ :-'.----' 0_ --_._0.-__ _n0...__. - 0- E_ A84,_. ._ 0.00 -.;:- _1471___:_.,1471 1236.:. _._0_.._.,. 1471-_-_-_,_1471: ------ 1236_ 6 6)AED excursion 1 1 14191 1 1 1 0 Envelope loss/gain 1 76989 43817 1 1 16425 7901 12 a) . Infiltration 7240 845 1513 177 b) Room ventilation, 0 0 0 0 13. Internal gains: Occupants @ 230 27 6210 6 1380 Appliances/other 15200 5100 Subtotal(lines 6 to 13) 84229 66072 179381 14557 Less external-load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 84229 66072 17938 14557 .15 Duct loads 276/o 140/6 23002 9355 35% 17% 6201 2526 10 71 I I2I 170831 6000I 00 1200 12001Aeqd m)otauoml( Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -*- WrightsaufS' 2020-Nov-24 08:17:21 Right-Suite®Universal 2013 13.0.10 RSU10077 Page 1 Manual'J's11470 Jackson St11470 Jackson St.rup Calc=MJ8 Front Door faces: N ®ko Right-M Worksheet Job: New Suffolk Dater November 10,2020 wrATtNc+COOLING By: FIR Kolb Mechanical Corp. 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Web:kolbmechanical.com 1 Room name AHU#3 AHU#5 2 Exposed wall 95.1 ft 163.3 ft 3 Room height 10.0 ft 10.0 ft 4 Room dimensions 5 Room area 725.5 ft2 2013.0 ft2 Ty Construction U-value Or HTM Area ft2 Load Area ft2 Load number (Btuh/ft2-°F I (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 w 12C-Osw 0.091 n 5.46 1,96 0 0 0 0 0 0 0 0 - G .2 glazing,clr outr, 0.360 n 21.60 10.45 0 0 0 0 0 0 0 0 ---_D 1100_--...; - •0_390 n. ..__:23.40, --10.34 - -= O - '- 0 -- 0 - 0 - --0 <_0 _.. W_ _ 12G5sw - 0.064-_,-n._ 3.84- .0.98-..- _0 -- --0 - ..0 - -0- -0 -- --0 11 w 12F-Osw 0.065 n 3.90 0.99 142 142 555 142 454 195 759 194 -!� .2 glazing,'clr,outr,:_.• _:.. :..0.360 -n- _:,21.60. -10.45=- __ -- 0 0..._:....___0_ _F_ ...,0 259 -0.__ -5598 __ 2707 N!.__ 15l319-0wc-10_ - ----- - -0.069._ _-n.,_.- 2.22 _ _ _O.00- _0-0- - t1 -- ----:0_..-_ 0 -_..--_-0 _-----_0__ .----0-_ _ -_-,__0 yl 12C-Osw 0.091 - e - 5.46 1.96 0 0 0 0 0 0 0 0 .G 2glazing,clroutr, -0.360 _ e " - 21.60 .__32.92 -,,.0 ___0 _. _ __ 0 - . _p-__0_ _ 0 __• _.0___ __,_0_.___,__ 0 W12C-5sw- _ - - 0A64.. e...._.-3.84;- 0:98_ _. -_0 .. ----..------- 0 4, - 0 0 12F-Osw 0.065 a 3.90 ' 0.99 155 135 •:528 135 4 366• 366 1426 364 2 glazing,clr outr, 0.570 a 34.20 32.92 0 0 0 0 - 0, : 0 0 0 __�..11DQ, - - 0.39Q. e' -23.40. --10.34_._._ 20. 20 _ ,- 464 205 0-"= - -- - 0 0 15 -Owc-10- 0.66 9, a 1.94 0.00 0 0 0 0 0 0 0 0 1013-v 0.600 e -36.00 31.16 0 0 0 0 0 0 0 0 -1 D-c2ov_r _._.0.570 -e-. 34.20--,._.60.12 _..,_O. -.--0 - ---0 -'0- - --O --0.-.- --O--- 12F_-Osw-- _--.-0.065 se... .." 3.90-_-_0.991 -_- 25. - ._25 ._ _.99.__ 25 _-___.4 ,__.___ 4-_ _._ 15 ._-v _A L12C-Osw 0.091 s 5.46 1.96 0 0 0 0. 0 0 0 0 2olazinq,clrou_tr..-.----�-_ -0.360 __s _-.21,60- -'.-17:34 -,__. __.A ._ ----0_._ -- -_0 --_0 ___..__ ..0 __ _ _ 0 0 -_-_"-.-A V 12C-5sw 0.064 s . 3.84 : 6.98 0 0 0 0 0 0 0 0 ! _ G 2 glazing,:clr outr,._. __.�_ -0.570.-_s-: 34.20, 17.34_,: .._-0 _. -_0_ ._.__ .0__ ',_ .0:-_ .___ 0__.__-_. 0 -,.__0. __.__.-.0. 12F-Osw 0.065 s 3:90 0.99 214 13 50 13 747 492 1918 489 1D-c2ovd 0.570 s 34.20, 31.04 63 0 2166 1966 0 0 0 0 2 glazing,clr outr, 0.360 s 21.60 17.34 138 0 2970 2384 256 0 5523 4433 2glazina.clroutr.__---- --_--0.570 . s __.._ 34.20 . 17.34.__.._. _ _0 _ ._ -_0 0 0 ---0,__. _0._. --- _0 --- .. 0 Vy 151319-Owc-10 '0.069 s 2.14 0.00 0: 0 0 0 0 0 0 0 _L---G 1D-c2ov.-- --_ __.. __ -- -__,0.570 . s. ,.._34.20 _. _.31.04. -0 _. 0 -_ _ ---0 _.__ 0----: --0•-----_ -...0 _ -_0:_. __. ._0 W 12C-Osw 0.091 w 5.46 1.96 0 0 0 0 0 0 0 0 12C-5sw 0.064 w 3.84 0.98 0 0 0 0 0 0 0 0 ,2 glazing,clroutr,--- •_-0.570 - w - _-34.20_ -32.92 ._.,,--., -0 ... . -.0_, .. .._, 0 ._--_-_- 0 _-_._. 0 -_ ,. ._0: _,_.---_0...____ ____0 12F-Osw 0.065 w 3.90 0.99 415 303 1182 301 63 63 247 63 2 glazing,clr outr, 0.360 w 21.60 32.92 35 0 756 1152 0 0 0 .0 LL�� 2 glazing,clr outr, 0,360 _ w_ 21,60- -- 32.92 77- -_- 0 ___ _.1663 -- -. 2535.- __. 0 -__-___-__0 - _ 0 ---.__. 0 -- W z___..151319-0wc_10__.____..__- .,0.069 ..w-. _. 2.22 __'0.00 0 0. ___0 ". 0... .6 .. _._0 --0 C„_. „.18A,30zd-__ _ _,_ _ •0.034 --- 2.04, , _ 0.85 - 725, 725 - -_._1480 _ -"-,617 --.,- 2013 ___2013_ ---_.4107 -1711 C..,__ .0 part ceiling,---_._ __ .-. _ _0.056 3.38 . _.1.41 - 0 " .- --0_- -- _-0 _--__-,0_. _,-- 0 __-_ ----0 ,- -C- __. . ,C.part ceiling,- _ _ _.0.028._ - _ 1.68 ___ 0,7.0. -..-, -=0._;. 0_ C--_--_ ,Coartceilinq.__ --,-__..-_ 0.028,-- 1.68 _._ .-1.96.,_ -_-„__0 _.. .. .=-0 9._ _-0,------.--_0:-.---._ 0_..' .-- --.0_- 0. E. --_- 19A,15bswp _---__ _----_0.058 _ - _ _2.62 _0.57_,- '- - -0,__. -_0 _ 0_ .._...0_-_--_,--,-0.--- -.__0--, .---- 0-- •_---_ 0 F-- - 19A-21 bswp- - 0.045 - 2.15-- 0,47 - -0 -0 - -'O - - 0 - 0 0 - 0- --- 0 .F___..,_19A-2lbswp _ _ " 0.045 -_ 2.15 -.0.47:- _296 _. ._ 296. .. -638 _ ___.138_ _ .624__,'_ 624,--_ F "---- 218 32w _--- ---_-•--- .0.014 .. -..._- .0.84, _ .0,00 .._..-_.,0 _0_ 0._. ._._- .0 _ _0 .-_0 -. 61 c)AED excursion 1 1 6651 1 1 1 759 Envelope loss/gain 1 12550 10277 1 1 20935 11015 12 a) Infiltration 1292 151 2219 259 b) Roam ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 9 2070 Appliances/other 1400 4500 Subtotal(lines 6 to 13) 13842 12288 23164 17844 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 13842 12288 23154 178" 15 Duct loads 19% 9% 2666 1125 32% 17% 7429 3102 I2IAroom (c I I I 16I 134131 I I 305821 irreqi m) 800 800 11600 1600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wri9h#4-.oTt^ 2020-Nov-24 08 Right-Suite®Universal 2013 13.0.10 RSU10077 Page Manual Vs11470 Jackson St11470 Jackson St.rup Calc=MJ8 Front Dcor faces: N 9 Right-A Worksheet Job: ®kalb New Suffolk Date: November 10,2020 HUAT6-NG+C00LIN6 By: FR Kolb Mechanical Corp. 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:lnfo@kolb mechanical.com Web:kolbmechanical.com 1 Room name AHU#1 AHU#2 2 Exposed wall 82.0 ft 54.0 It 3 Room height 12.0 ft 12.0. ft 4 Room dimensions 5 Room area 593.3 ft2 582.5 ft2 T Construction U-value Or HTM Area ft2 Load Area ft2 Load y number (13tuh/ft2-°F I (13tuh/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 V 12C-Osw 0.091 n 5.46, 1.96 0 0 0 0 0 0 0 0 2 glazing,clr outr, 0.360 n 21.60 10.45 0 0 0 0 0 0 0 0 - D .11D0 _ 0.390. _n 23.40 _-10_34 -U - 0- - - - - W-- 12C-Ssw ._ -- - ------0.064 --n..--- 3.84- __- 0.98 _- 312... - 312 1198 - 306. w Q- -._.-_0 -- - 0 11 12F-Osw 0.065 . n 3.90 0.99 0 0 0 0 96 96 374 95 . .'2glazing,.clroutr,`:-_: e_.., 0.360 _n _ `21.60 __ 10:45 - ___'_'_._0 0..._ e_0 __,__.-_ 0 -. 0__. _._ 0 _ .._ ,__0'-.. - 0 W - 15B19,OwG10_ - - -.-0.069_..n- _ 2.22 _____O.00 -0 0. __0 - 0 0 ------- 0 0 22 glazing,clr outr,._.___-_ 0.360 __.e 25.60 _._32.92_ ___ __ .0 0 0 - 0 0 0 O 0 VL!. .-C s g -0 _0 i' _o: - 0 -0 -- --0._--i-- '0-- .__.O W 12C-5sw : 0.064 a 3.84 0.98 54 54 207 53 0 0 0 0 D 11D0...Y- _- - ^- --0.390 a 23.40 " :10.34 0 _._ ..... 12F-Osw' 0.065 a 3.90 0.99 0 0 0 0 168. 108 421 107 2 glazing,,clr outr, 0.570 a 34.20 32.92 0 0 0 0 60 0 2052 1975 -- - -- - _... . _. . _ -0 - - 0., o.-. 0._.. - 0 - o. 15B19-Owc-10 0.069 a 1.94 0.00 0 0 0 0 0 0 0 0 1OB-v 0.600 a 36.00 31.16 0 0 0 0 0 0 0 0 -- 1D-c2ov_: _ _--_0.570---a.. __34.20 _ _6012 _.-.- --. O____._0_ 0.__._.._.-0. -- _0 _- _-_ _9.__--._.-O -- - - -- W- _--- 12F-Osw-__ -- -_ -- ._-._ 0.065 se- -•__ -3.90: --0.99,_-:--. - -0 _ _-- -0 0.. __._.0_.. .-_ _. 0 . ___ __0 : ,_ 0 w 12C-Osw 0.091 s 5.46 1.96 0 0 0 0 0 0 0 0 C 2 alazinq,clroutr... ._ 0.360 -s- --21.60___. 17.34. - -0._ ..- _-O__ --_ __0_. __.-_-0 . - 0-_ -__,0 e...__.0._- -- O 1y 12C-5sw 0.064 s 3.84 0.98 312 57 219 56 0 6, 0 0 1-G .2 glazing,cir outr,__.__._- ._ 0.570- s. -34.20 . 17.34 _ --255-__ _O _ -__8721 - - _--.4421 . 0 -.._- 0 - - 0 0 12F-Osw 0.065 s 3.90 0.99 0 0 0 0 384 79 308 79 1D-c2ovd 0.570 s 34.20 31.04 0 0 0 0 0 0 0 0 2 glazing,clr outr, 0.360 s 21.60 17.34 0 0 0 0 0 0 0 0 _ - 2 glazing,clroutr._ 0.570. _s. _34.20 _- -17,34_ --._ ,-.0 ., _..0 •_. -_.. 0.___-,__ O_, _305__,-- _ --0, ,10431- -5288 Vy 15B19-Owc-10. 0.069 s, . 2.14 0.00 - O. 0 0 0 ----G 11)=c2ov___... __ _.,_ __.__0.570 . -s _. _34.20 .-- 31.04 _'._ __-__0 -_..._ . 0 _,.___:'0 a___-_.0 -___ _.0.__ _ .-0 .A __:..__O W 12C-Osw 0.091 w 5.46 1.96 0 0. 0 0 0 0 0 0 12C-5sw 0.064 'w 184 0.98 306 246 945 241 0 0 0 0 .2,glazing,'clr.outr,-_-._-_ -._ 0.570_.w_ .34.20. -32.92 . . . -,--60-_. 0--_.---- 2052 __1975 _-_.,'.._0_' _. 0 .._.. -.0_. __ .'_O. Vy 12F-0sw 0.065 w 3.90 0.99 0 0 0 0 0 0 0 0 II-GG 2 glazing,clr outr, 0.360 w 21.60 32.92 0 0 0. 0 0 0 0 0 2 glazing,clr outr, 0,360 ._w - -21.60 32.92 0 0 - --0 0 --0 -- 0-- 0 - 0. W------15B19_OwclO_.---- -_ _--0.069- w . -__.2.22. __--0.00 --.o .. .- -___0 - ___0 -,-- ._0_--- _ - 0 -- _ --- 0 C- 18A3Ozd.---- - -- -0.034- __.... 2:04 __- 0.85 -._._ .,-.-0- -0. __O -- -0 - -0 0 --- --_0 0 C _-- . Cpartceiling,.--. -'- ___-0.056 _ __ _3.38.._.._- 1.41---.---- -0 _- 0 ----- __O:_ __,---0,_---- -0 --_ ____0._ __-_,_O _ -- -- 0. _C--- C-oart,ceilina.-- ---- 0.044...r. - - 2.62 _3.06._ _O - - 0 -0 -0 - ___O - -1._.._. ._ 1- C--.--_ Cpartceiling,__ __ '-.0.028 _1.68- 0.70 _ _0 -. _- 0 .�.----.-0_.._- - .. 0 _.__ .. 0 0 -- --_-,0 . _-0 C -- Cpartceiling._ __._..0.028._ _ ._ _1.68 _,_ 1.96., ..-____0 _... . 0__ __0_ 0.---- 0 .. -O - -0- - 0. F-_-- . -19A715bswp_____-__._ _,_0.058 2.62, _.-__.0.57 _-__O _0-'_- _ 0 _._ -_O- _0 0 F -- _19A-21 bswp _-_-...__..- 0.045 -_- 2.15. _ - 0.47 38.. _.38__._ 82 -- __-18-, 31 31 67 14 F____._.19A,21bswp:._ ___ -.-_ .__.,0.045 2.15--_ 0.47__.__ _._.0, -._- ,. 0 :._. _,__0 __. 0 ._'_ ._ ..0-_. .. ___0 ____O._ ..-__ 0. F- 21 B-32w_- 0,014- _ - 0.84, _ _ 0.00 .__ _.._O _ - .. _0 _ . 0_ 0. ...-...._0 __--0 -- - 0 -- -0 61 c)AED excursion 1 7061 1 1 767 Envelope loss/gain 1 13425 .7775 1 1 13654 8327 12 a) Infiltration 1336 156 880 103 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 5 1150 5 1150 Appliances/other 2100 2100 Subtotal(lines 6 to 13) 14761 11181 14534 11680 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 14761 11181 14534 11680 15 Duct loads 23% 13% 3329 1400 23% 12% 3377 1411 Air al room load 7911 required(c m) I I 118200I 0901 11200I I I 25811 11200I 13091 1200I Calculations aooroved by ACCA to meet all reouirements of Manual J 8th Ed. c. '� wrightsoft" 2020-Nov-24 08:17:21 Right-Su ite®U niv ersal 2013 13.0.10 RSU 10077 Page 3 Manual'J's\1470 Jackson St\1470 Jackson St.rup Calc=MJ8 Front Door faces: N imam koI b Right-M Worksheet Job: AHU #1 Date: November 10,2020 HCAT{NG+COOLING By: FR Kolb Mechanical Corp. 11500 Old Sound Ave.,Mattituck;NY 11952 Phone:(631),298-5527 Email:info@kolbmechanical.com Web:kolbmechanical.com 1 Room name AHU#1 ZONE#1A 2 Exposed wall 82.0 ft 82.0 ft 3 Room height 12.0 ft 12.0 ft heat/cool 4 Room dimensions 1.0 x 5933 ft 5 Room area 593.3 ftz 593.3 ftz Ty Construction 'U-value Or HTM Area (ft') Load Area (ftz) Load number .(Btuh/ftk*F I (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 Vll 12C-0sw 0.091 n 0.0"0 0.00 -0 0 0 0 0 0 0 0 _GG 2 glazing,clr outr, 0.360 n 0.00 0.00 0 0 0 0 0 0 0, 0 ---------- 11D0___ : _- ._ 0.390 n- __.. .0.00. - --0.00.--- - _-0- -. _ -0 __-.____0:.... ,__ - 0_. - --- ---0 _____.0 ._A__.. _0 -- ---- 0 W 12C-5sw_._-__. -_<:--_.' _._._0.06A__n -_3.1�_.__,,__0.98 .- _ 312 __-. 312 _ 1198---- --306 .___.-312 -_-_312 -_ 1198. _- --306 11 12F-Osw 0.065 n 0.00 0.00 01 0 0 0 0 0 1 0 0 .2.glazing,.clr outr,.._ _.._-._.-0.360 ..-n. -_ -0.00 - -0.00__-- __.0: _..' ._.0 -_0 _ _---_-.0.__-___. .- 0 -0-------0 .__.._ -0 W 15B19-0wc 10 - - - 0.069 n- ._..0.00___0,00. .° ._...._.. .° ---° ° ..0. - ° -- 0 - -- 0 V 12C-Osw 0.091 a 0.00 0.00 0 0 0 0 0 0 0 0 t-G 2 glazing,clr'ouV,.___ _ -_..._ 0.360._e 0.00 _0.00-___- __ _.0_ .. - •0 __0 e -3.84 --0.98 -54 .. _ 54 207 _ 53 - . ..- 54- -_, _-54 _,_207 -- --53 Vy 12F-Osw 0.065 a 0.°0 0.00 0 0 0 0, 0 0 0 0 ±G 2 glazing,clr outr,. 0.570 a 0.00 ,: •0.00 0' 0 " • 0 0 0 0 0 0 D-.11D0 - 0.390_-e. _0.00 -'0.00 0... . . . 0. - 0 Vy 15B19-0wc-10 0.069 a 0.00 6.00 0 0 0 0 0 0 0 6 I�-GG 1OB-v 0.600 a 0.00 0.00 0 0 0 0 0 0 0 0 _._. ._ 9D-c2ov. ----0.570. -e - 0.00 --0.00, .0- __0 -------- 0 ° - - 0 - ___0. ---0 - -----° W 12F-0sw _.-•---,_-_ _- . _.__ 0.065_se--. ----0.00'--__0.00 _ 0 .-- --0 _. -._ _0__ 0-___ __ 0..__- -_0 -_°- 1y 12C-Osw 0.091 s 0.00 0.00 0 0 0 0 0 0 0 0 2alazina.clro_utr._ .. ._ 0.360-_s, 0..00 -- 0.00 - -° ° --0 -- 0 0- - 0 a_ 0 .-.- - --0 11yy 12C-5sw 0.064 s 3.84 0.98 312 57 219 56 312 57 219 56 2 glazing,cir outr;_ _...__ 0.570 s__-_..34.20_ 17.34-__.c_..255 __. .-0 __-__8721 _- 4421 _ _T255'.___. -0 _ 8721, ___4421 V[�� 12F-Osw 0.065 s 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ovd 0.570 s 0.00. 0.00 0 0 0 0 0 0 0 0 2 glazing,clr outr, 0.360 s 0.00 0.00 0 0 0 0 0 0 0 0 - 2plazina,clr_outr.- __0.570 .s- 0.00 -0.00,.. 0 ----_0 ._ __0 0 ,_- ----0 - --_0 _. --..0 w 15B19-Owc-10 0.069 s 0.00 0:00 0. 0 0 0 0 0 0 0 !---G .1 D-c2ov:.____, '- -_. _ _ __. 0.570 -s._ 0.00 :---0.00 _.. 0 _ 0 _.. 0. _ _ _ 0 - 0 0 -- -0 .-.-... - 0 0.091 w _. 0.00 0.00 - _0..... ._ 0... -___ 0_ .- -- 0 . ._:.0, ,... .__ _0___..__Q .._..._.-...0 Vy 12C-5sw 0.064 'w 3.84 0.98 3.06 246 945 241 306 246 945 241 _�- 2 glazing,clr-outr, ._..' _. ...0.570 , w -. 34.20 - 32.92 . 80.__• _ 0 _... 2052 1975 60 _:__ __.__0: --_ :205.2 _. . 1975 12F-Osw 0.065 w 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing,.clr'outr- 0.360 w 0.00 0.00 0 0 0 0 0. 0 0 0 -- glazing, = - - -0.360 _w - 0.00 0,00 0 ° ---0-�-- ---- -0 �----° -- - 0 - -0 - - ___0 W 15B19-0wc-10_:__ -- _ 0.069 w 0.00 _.0,06, -- 0 __ 0 _0 _ _-- -_-6 _ - O., ---__0--- __ -6 . 0. C 18A-30zd-- 0.034 - _0.00 -0.00 0.00. -0•- - ---0 -° ° -0- - - -0 C part ceiling,__ .__ -_ -- ____ 0.056 _-__ _._0.00 ____0.00._.._ _ . 0 .. _.0 _.___.0__._ __0_ _.._ .0_ ____0._._ __. C_- C Dart ceilina ,0.044._v•_ --_-_-0.00 -_.- O.OQ _.-.- -- 00 :_O C_ _ .0 part'ceiling,v_ 0.028 ._-_. 0.00 _- 0.00, ..;0. _- 0 Y_0, _ :._O . __0 0 ._-__ 0 _,_ _0 C-_._ .-C-Dartceilina,_-__-_-- _-- -__0.028 ---1.68 - --1.96 _-_ 0Q,_ ._ 0 .__ ._-0-- _0 _r ._.__0. ___-__0 F---_ _-.19A-15bswp. ._._..___.. _.0.058 .0.00, -_ _6.00. -_0_ 0 - ___._ ..O__ ._ . 0 F 19A-21bswp_ _ _-_ .. 0.045 _._ 2.15 _-_0.47. _ 38 38_. ___ $?.___ .-._18 _. __38__.__ __38-..___._82 - -_.-18 .19A-21bswpc_. _, -_ - _ _-_-,0.045 _.,-- _ 0.00. -_- _6.00'_ --0 0 .- 0 -0- __0_ -___-_ 0._. ___.._.0 0.014,,.r... -... .0.00. 0,00 - 0 ° 0 ---,0 -0, -----0 _------- -°---_..._ 0 61 c)AED excursion 1 7061 1 1 706 Envelope loss/gain 1 13425 7775 1 1 13425 7775 12 a) Infiltration 1336 156 1336 156 b) Room ventilation 0 0 0 0 13, Internal gains: Occupants @ 230 5 1150 5 1150 Appliances/other 2100 2100 Subtotal(lines 6 to 13) 14761 11181 14761 11181 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 14761 11181 14761 11181 15 Duct loads 23% 13% 3329 1400 23% 13% 3329 1400 Total room load 25811 Air required 1 d(c m) I I I 11200I 11200I 25811 18 I I 12001 11200I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlg""oft° 2020-Nov-24 08:17:21 Right-Suite®Universe[201313.0.10 RSU10077 Page Manual'J's\1470 Jackson St\1470 Jackson St.rup Calc=MJ8 Front Doorfaces: N ®k�'�b Rig W@ Worksheet Job: HEATING+COOL]14G /4/'/V #2 Date: November 10,2020 By: FR Kolb Mechanical Corp. 11500 Old Sound Ave.,Mattituck,NY 11952.Phone:(631)298-5527 Email:info@kolbmechanical.com Web:kolbmechanical.com 1 Room name AHU#2 ZONE#lB 2 Exposed wall 54.0 ft 54.0 ft 3 Room height 12.0 ft 12.0 ft heaUcool 4 Room dimensions 1.0 x 582.5 ft 5 Room area 582.5 ft' 582.5 ft2 T Construction U-value Or HTM Area ft� Load Area ftz Load y number (Btuh/ft-e F I (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 12C-Osw 0.091 n 0.06 6.00 0 0 6 6 0 0 0 0 2 glazing,cir outr, 0.360 n 0.00 0.00 0 0 0 0 0 0 0 0 0.390 n. . 0 00.-, _ 0.00-"_--_ ._.-0 -_ 0. -• -- _0. _ --... 0. _. -_ 0 ' W-..... 12C-5sw 0.064 -n - 0.00 0.00 - -•0 - 0 - 0 - .-0 - -=0- :0 - -0 0 11 12F-Osw 0.065 n 3.90 0.99 96 96 374 95 96 96 374 95 ,?.glazing,'cicoutr,__ 0.360 :-n_ 0.00._.._ _0.00 __:-. ' _0___. 0 __._ ____"0 __..,_0_-__ 0 .. . .-_0 -_- - _ __0 W_ -- - 15819-0wc-10_.- -_ __ _ _ 0.069 ."h. 0,00.-- -.0.00 ..--- ._..- -_--__0 -.- --- 0,_ _._-0. 0 _0__--.--_0 __. .____ 0 _-_ __ 0 w ' 12C-Osw 0.091 a 0.00 0.00 0 0 0 0 0 0 '0 0 !-�. 2.glazing,clr outr,_ ___ __ 0.360 , e "_ 0.00. -_.__0.00-..._.. -.0- - __O, ___-,0,__" -0 _-e- __ 0,__._ _0'___--__0 ___ ..___-0 W 12C-5sw 0.064 a 0.00• 0.00 0 '0 0 0 0 _0 _ _ 0_ 0 Vy 12F-Osw 0.065 a 3.90 046 168 108 421 107- 168 108 421 107 L�_C 2 glazing,cir outr,- 0.570 a 34.20 32.92 60 0 2052. 1975 60. 0 2052 1975 D 11D0 0.390 a 0.00 0.00 0 0 0 0 0 0 _ 0 0 - - -- - - - - - QQ _._Q --- ---- --- ---•- --- - -- 15B19-Owc-10 0.069 a 0.00 0.00 0 0 0 0 0 0 0 0 1013-v 0.600 a 0.00' 0.00 0 0 0 0 0 0 0 0 _0.570 _e _ 0.00 0.00 - ---_0 0 -0 _0_ __0 - 0--- -.-0 ---0 W„_._, 12F_-Osw_._ _., _-0.065 _se_ _-, 0.001_...-0.00___ __.-..--0..-.__.._ _ 0 _. _ Q. 0- _. 6_1: -_-__0 ______.6 _ -,.-.--0, w 120-Osw 0.091 s 0.00 0.00 0 0 0 0 0 0 0 0 2 olazino,clr outr,---•-_ 0.3.60--s-- 0.00. __0.00 -•----0- -- -- __o - _0 _0 - -----0 - 0_-- -----0 V�I 12C-5sw 0.064 s 0.00 0.00 0 6 0 0 0 0 .0 0 L--C 2 glazing,clr outr,__ ___-_-_-.0.570.,-s"., _._,0.00" _"_ 0.00 ,__..-_.. 0 _ -, :_ -0___ _-_ 0. - -_ 0 - ___ _0._ ,__'_0 12F-Osw 0.065 s 3.90 0.99 384 79 308 79 384 79 308 79 1D-c2ovd 0.570 s 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing,clr outr, 0.360 s 0.00 0.00 0 0 0 0 0 0 0 0 2_glazina,cir outr,_ _ _9.570 ---s-- 34.20 -_-_17.34 _ _ 305,- " ___0 _ _10431 5288_ - -305,_ - ___._0 - 10431--_ "_- 5288 w 15619-Owc-10 - 0.064 s 0.00 _ 0.00 0 0 6 0 0 0 0 0 �G 1 D-c2ov. .__. __.0.570 . .s„ _.0.00 _ 0:00 0--... _ 0_- -_-,- .0-, 0 --.-- ...0_._._ _..__0 0 - __--_O W^ 12C-Osw 0.091 w 0.00 0.00 0 0 0 0 0 0 0 0 w 12C-5sw 0.064 w 0.00 0.00 0 6 O 6 0 6 0 0 '-_G. 2 glazing,.clroutr,-. _.. 0.570,._ w._ _._ 0.00,--.__0.00 .0 -..._, _-_0 -- 0 . _ - 0 ---- -- -0_ 0 -.__, _0 __-0 12F-Osw 0.065 w 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing,cir outr, 0.360 w 0.00 0.00 0 0 0 0 0 0 0 0 2glazing,ciroutr,_--- 0.360 w,. -_ 0.00_---- "0.00 --- _ ._ 0 _9. -__0 0 Q �-__- _-_0 0- W _-_..,15B19,Owc-10- ._.. 0.069--w_ -- --0.00. ._- 0.00 ._._ ...-0. 0 .__0. " ___0 -0 0 C "18A-30zd _,..._ _.__... - 0.034 -_. _ 0.00. _-.- 0.00_ - -- --0- .. .-_- 0 _ _0 _C___ C part ceiling,-__ , ___..-0.056- .-_ ._ .__0.00 - 0.00- " __ -,0--- _. __0 0 - __._ 0 _ _, 0_ _-_- . 0__- --_0 _" ___0, C_ _ C Dart ceiling._..._:-.. 0.044. .- 2.62 ._. -3.06". -_O - ------- 0 - - 1 - 1 0 -- - 0 - - '1 1. C__.:._,_C,part ceiling,.:- _._ _ 0.028,...r_. _ 0.00 __ O.oO _ . . ...__0 . -0_-„ .__.0 -"_"_._ -. 0 ,:.0 ___. _0 _ __.- _. 0- ___.__-__0 C_-:- .-- C_Partceilina.p_.- .- 0.028.__- .'_0.00 . -0.00 _0-_-_,__ _0 _.. - .0 -_._. __,._.-0 -. 0.___.-..._."_0.- --- 0' ...__,_-0 F __ - 19A-15bswp_ _ 0.058 --- 0.00.r_" .0.00 -- _ 0 -_ _'__0 ..-- -- 0 -- _ 0 _-- - _0". __--_ 0_ ---" _O _0. 19A-211jswp -_ _ 0.045 _ _ 2.15 _ _-0.47 _ -___- 31 31- _ - 67 -- _ 14 •_31 _- "-- _31" _67._ -_ 14 F_____, l9A2lbswp_______ . ,._--.._0.045. 0.00. 0.00. , _.- __0 _ -,._...0. 0-,.___ , _0 - ._ 0 __0 _., - O - -0 F_ ,- 21B-32w_-..---- 0.014, .,.r._ _ 0.00. ---•0.00 - - 0,__,-...-.0 .., - ..0 _...... --0 0 _0 _. .__._0 0 61 c)AED excursion 1 767 767 Envelope loss/gain 1 13654 8327 1 1 13654 8327 12 a) Infiltration 880 103 880 103 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 5 1150 5 1150 Appliances/other 2100 2100 Subtotal(lines 6 to 13) 14534 11680 14534 11680 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 14534 11680 14534 11680 15 Duct loads 23% 12% 3377 1411 23% 12% 3377 1411 Air r Toe quomdl(C m) I I I 1120079111 1309112001 I I 17911 12001 11200 I Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. t _01d_ wrightsoft' 2020-Nov-24 08:17:21 Right-Suite®Universal 2013 13.0.10 i2SU10077 Page 5 Manual'J's\1470 Jackson St\1470 Jackson St.rup Calc=MJ8 Front Door faces: N ® Right-J® Worksheet Job: AHU#3 Date: November 10,2020 H EATING+eOOLING. By: FIR Kolb.Mechanical Corp. 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Web:kolbmechanical.com 1 Room name AHU#3 ZONE44 2 Exposed wall: 95:1 ft 95.1 It 3 Room height 10.0 ft 10.0 ft heat/cool 4 Room dimensions 1.0 x 725.5 ft 5 Room area 725.5 ft' 725.5.ftz Ty Construction U-value Or HTM Area (ftz) Load Area (ft�) Load number (Btuh/ftz-°F I (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 12C>Osw 0.091 n 0.00',. 0.00_._ . -. 0 ..,.:.-___.-0 _ ._ _.0 0 : 0..-- ._:,_.0--- _--_-0 -_, -__0 V---G 2 glazing,clr•outr, 0.366 n 0:00 0.00 0 0 •0 0 O- 0 0 0 D._1e1D0 0.390 ._.0_. ..__0.00 _ 0.00' __0 . _0 _ ..• 0'__ _' Q:;... __Q_ _,___.0•.;w_ __ 0 _. _. 0 -0.00 __0.00____'___0 0 . 0., __..__,_0 12F-Osw. 0.065 n ' 3.90 0.99 142 ° 142- 555 - 142 142 142 555 142 -'2 glazing,'clroutr, __: _,__6.360 ,.'ri.... _, ,0.00 .-at-0.00_.__:,._-_0 _ .._0_ 0__ __0.:.'. .. _:_0'_.'__ .._.0 ._ .0`___- :, 0 15B19rOw.c 10: ._. 0.069, _.n 0:00__ .._.0.00 _0_ __ _-0 ...,._-- 0 --__,.__ ___0 _ -._ 0._ _._ .__-0_ _____0- 12C-Osw 0.091 e ' . 0.00 .'0.00 0`, 0 0 0 0 0 0 0' :2 glazing,clr'outr, _.._:_ _.,_-0,360 e__..___.-0.00 _-_.,0,00'_ 0':-_ 0- '_.--. __.0-.__.__-_-.0 __ _ 0 0.064 a 0.00 -_--_0.00--- _ 0 _0 _0 0 _ 0 0 __0 0 12F=0sw - '- - ,0.065 e ,3.90 _ 0.99 155 .135 u -tl `528 r 135 -155 v 135 528` 135 2 glazing,clr outr, 0.570 a 0.00 0.00 - 0 0 0 0 0 0 0 0 _1,100.-__, �:._______ ___:. _0.390 ._..23.40 ._ .10.34 .20 - . ., .20._ _ 464 205 LL__ _. 20 ,.. ,.:..20 464 205 15B19-Owc-10 0.069 a 0.00 0.00 0 0 0 0 0 0 0 0 II�C 106-v 0.600 a 0.00 0.00 0 0 0 0 0 0 0 0 0.570 ._e_.. ._0.00,_.___9.00.s_._ .__..__0 0.-r...,__. 0 _-_-;.____0.__- 0.-.----.--__.0-__ -..,,0 0. W-_._._:.12F-0sw_.__ --,.___..._ :.._.__0.065_,se_ .__.3.90 -___,_0.94__:- -_-_25 ._ ,- ._25- __._ 99 _:, ___25_: 25._. ..'__25__,_-. -_99,_ .,.-_25, 12C-0sw 0.091 s 0.00 0.00 0 0 0 0 0 0 0,2 glazing,air outr,._ 0.360_.s__ __,,.0.00_ ___0.00-,_ � -_ 0 0 __ _ 2'glazing,clr outr,___ . 0.570,. s r._._. 0.00- -:_. 0.00- v.0 - 0 1Vy� 12C-5sw 0.064, : s 0.00 0.00 0 0 12F-Osw 0.065 s 3.90 0.99 214 13 50 13 214 13 50 13 1966 2glazing,clr outr, 0.360 s 21.60 17.34 133 0 2970 2384 63 0 2970 2384 2 alazinq,clr outr,--_ - 0.570 s_ 8 0 2970 2384 138 0 2970 .2384 1D-c2ovd 0.570 s 34.20 31.0 - -0.00 - _0.00-...__ _. , 0 - rv0 0 - 0 _ _.0,_...-.,___0-__ .0 .0- w 15819-Owo-10 0:069 s., 0.00 0,00 -0: 0 0' ` 0 0 0 0 0 11)rc2ov. - _-e__:__._.. ___ :_0.570 a_ O.bO _:__0.00 _'0 _. _,.,- 0_._.:.-,.-.,:0. ___-,._...0_._.__ ....0._ ..._._.0--__.__-4-0 - --0 W 12C-Osw 0.091 _.w.' _ MR_..__0.00 ___0., 0 _ _-,_.._0_- .. 0 0 0 0 _ 0 1l� 12C-5sw .. 0.064 w 0.00 0.00. 0'- _ 0 0. 0 0 0 0 0 G..2 glazing;clr_outr;_- - _ _0.570,,.w 0.00 0.00_-.,m __:-0_ _0 _ _ O.e.__-_ __-O m- 0.:.;:___ ._>0_-,__-.,:. 0._- __,•__._0, 12F-0sw 0.065 w 3.90 0.99 415 303 1182 301 415 303 1182 301 92 1 B1Z1 Owo-10utr, r_ 0.069-.-w;: .-.-_'-'_, 30-00._T,.-._"'7 ,-a...N._-0 _.�;`1660 i -v 2530-_ .._.?0 16630_ T253o _5 ,9- _ _ _ _ _ C__ _- 186730zit_�_ _ _.__0.034_:.r._,_-_._2.04.._,___0,65`_,_-,,,725 ...... 1480._<_,_,_,_617 _,_.725_ --_725 1480_ _. _,617 C.__ _'C.part ceilings.____-_-=___0.056.V r_ _ e_,0.00,w--__0:00.. __e__..0 _ 0-_-,:--_--._.0 -,. ..0 V-__.0 _0. _C__._--:_ ,C,r)art,cellinq,..,.___,,. ._ , _____0.,044 -.. __,_..0.00_ ,0.00 __,0_,_._:._,._,_0 _0.. _0.'-_____,.__0.. ,_._-._0_. .. A ,__0 C._�_-� -C.part:ceiling, '�._.0; :_:__-i.-_._____0.028..__r__. .00. , _w0.00. __ . . _:. .__0_ -C_Part,ceilina 0.028.__ 0.00 0.00r, - 0 _..__..._,0__ _-,.._0- -----._._0.__r ._.--._ ,_0 _._- . .___0._._.____-.0_. E:._: -_:19A,15bswp_-__.__.._. _0:058 ;. - 0.00 -__._0.00.-:R:.._.-- 0__. ,..,,. 0:_: :._.. .•;0`_--::_,____0 . .- _ 0_.t_'_>_._0__- ---_-0-.--_ . F 19A-21bswp ---w_.,-- _'y:_'0.045 0.00. 0.00--- a,. __ 0 . _-,_.0___.,..,--,0_._. 0__.._.____.0 __ _.:_ _:0, .__.0 0 . ...,19A-21 bswp __..-_ 0.045, _._ 2.15: .. 0.47_____ . 296 296 638 _ :_.-138- 296,_. 296. -_-=:Y___638 ... :____138 F--- - 21&32w-_: _. _ . -0.014 0.00,--,- -_0.00- _-- 0 . _ __-_.__0.._._ W_ 0.._ 0. ___.-.0 6 c)-AED'excursion. -6651 1. 1 1 665 Envelope loss/gain 12550 10277 1 1 12550 102771. 12 a) Infiltration 1292 151 1292 151 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 2 460 Appliances/other 1400 1400 Subtotal(lines 6 to 13) 13842 122881 13842 12288 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 13842 12288 13842 12288 15 Duct loads 19% 9% 2666 1125 19% 9% 2666 1125 reu load �� I I I 16I. 13413 I 165081 134131 Total rqi m) 800 -8001, I 800 800 Calculations awroved by ACCA to meet all requirements of Manual J 8th Ed. wri+gh�ssftl Right-Suite®U niversal 2013 13.0.10 RSU10077 2020-Nov-2408Pa e16 Manual'J's\1470 Jackson St\1470 Jackson St.rup 'Calc=MJ8 Front Door faces: N 9 ®kol Right-J® Worksheet Date:AHU Date: November 10,2020 tArAitmG+cooLING By: FR Kolb Mechanical Corp. . 11500 Old.Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Web:kolbmechanical.com 1 Room name AHU#4 ZONE#2 2 Exposed wall 230.6 ft 92.8, ft 3 Room height 10.0 ft 12.0 ft. - heat1cool 4 Room dimensions 1.0 x 765.8 ft 5 Room area 2237.0 ft2 765.8 ftz Ty Construction U-value Or HTM Area (ft') Load Area (ft2) Load number (Btuh/ft;°F I (13tuh/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 12C Osw ry wr 0.091, n - 5.46 1.g6 394 181 __, 666 _ 355 3534 181 _w_� .946 �~ 355, n,.._ _23.40 10_34_ ::35___, _35 3845 -1859 178 0 3845 1859 2 glazing,clr outr, 0.360 n 21:60 10.45 1.78 0 . _. _ _ 81_9 - 362 3`� W_._.v. 120•-5sw _..__0.064.._.n.. _-„v0.00 , _0.00 ____ _O., r_a ._...0_ ...._.__,0O.:m __0 ._� 11 12F-0sw 0.065 .'n 0.00 0.00 0' ' 0 0 ,0 0 0 0 0 .2glazing,clr''outr, ... '. .w:._'0.360 . ..n -.,0.00..._. _.._.0 _..:',__,:_0:..-.: _, __0'___--_._0:'. .. 0._e_� _._.0...'---___0-'. ,. '_._..-0 15l319-0wc`10________. _.0.069 __n .__2.22- 0.00... _349. _,349 _r.__775. ---___00___ ...__0 _0.'_.__ . _.Q VV 12C-Osw ,- 1.96 402 374 2040 731 402 374 2040 731 2.glazing,clioutr, .r.0.360 ..e_, _._21.60 _ ...32.92'.-.r._.__28'-___, _,'.,0 .___ _612- :._._ _933_ ,.',_ 28 .__ .. __0.._ ____612,_____933. W 12Q-5sw 0.064_ e 0.00 _ 0.00, e -- 0 0 0 0 0 0 0 0 12F-Osw 0.065 _.e_ 0.00 0.00 0 0 `0 w,_0 0 0 _ 0 _ __ - 0 2 glazing,clr outr, 0:570 a 0.00 . 0.00 0 0 0 0 0 0 0 0 _ D 11DOL-,.._,_. _ _ F_.___0.3900,00 0.00 151319-0wo-10 0.069 a 1.94 0.00 315 275 534 0. 0 0 0 0 1013-v 0.600 a 36.00 31.16. 12 0 432 374 0 0 0 0 ___., .:1D-c2ov. .__--- ---0.570-,_a .._.,.r_34,20---..60.12 ,__,__,.28.a _0 _...__.:,958-.___.1683 W ._.:_12FFOsw._,_::._'- _.._. _._._ .-_0.065 : Se_ ...._.._0.00. __0,00 _:__:'._;._.0 0 _--0:-�_._. _0_: __;_._0 �_._,0_, :__0,_....__.' 0 V�I 12C-Osw 0.091 a 5.46 1.96 90 70 382 137 90 - 70 382 137 __ __ __0.360. s,- ._.._21..60__ 17:34 _.,.__..._2D 0...__.._432___ 347 �___.-_20 __-..-_0_ ._._.432 347 W 2 gCl-5 nw,_blr'outr 0.064 ".s: 0.00 0.00 0 0 0. 0 0 0 0 0 ---:o.00.a._ 0.00.__' z_. '0 0._._..':___0 __:`._= 0_.._. :__0':_ _ '___0 0--- _-._0 12F-Osw 0.065 s 0.00 0.00 0 0 0 0 0 0 0 0 1D-c2ovd 0.570 s 0.00 0.00 0 0 '0 0 0 0 0 0 2 glazing,clr outr, 0.360 s 0.00 0,00 - 0 0 0 0 0 0 0 0 2_glazinq..clroutr.__a.._ __0.570_.s-........_0.00-- 0.00 .._ .- 0 -_ _._.._-0. .___, 0 _0 _,... 0._. -.___._0_ 15B19-0wc-i 0.069 s 2.14 0.00 432,_ 414 885 0 0 0 0' 0 �__:- ._.D=c2ov_,_.:.._° __ --.,0.570 _s- 34.201 _31.04 _.._. -18 __' 0 _,-616__.,:__559.._.__.,.._.0 _'.:_.____0- _._-_. .0.____.___0 W 12C-Osw OA91 ,w5.46_ ___-1.96 ___ .,,_228 228 1245 _ .446 228 228 _'_ _1245 446 12C-5sw 0.064 w _.,-.0.00 ' 0.00 0', -0 0 0 0 0 0 0 2,glazing,clr ,outr,._,_ _ ,_ 0.570 -w ---0.00- ..0.00 _.___'_0 .0. 0:_... 0 0 _. __,___0-__-_ _ 12F-Osw - 0.065 w 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing,.clr outr, .0.366 w 0.00 0.60 .0 0 0 0 0 '0 0 0 2 glazing,.dr outr,M_-__ �. 0.360, w- _,-0.00-�_ ,0.00_ _0 0 0 0 0 _0 0 0 W. 15B1970wc-10 ___..-0.069:..w_ 2.22 _... 0.00 ...._.1.44 _ ,. 144 _ _320. _.w -0,. .w..`.0:__d TM_ 0 _:__0 4.~0 C,__:_._...G:part ceiling,__ __ 0.056 ,_-... 3.38.____1.41 __._=:32' _,_.__.-o__._a__,_,.0 ._.__._0,. „_---_,_.2 _.'.,_._._2_.__.._._0 __._._._. 0. ,. 18A-30zd__-'_._ _.0.034. ._- ------0-90' ___0.00-- ---._.-_ __ ,_,.__w.- ,32 ____ _.1D9 -..--___46 __. .�.-32. ._�.._,32.-__..__109 _qCDartceilina...-_yv __._._ .. _0.044. r_,.. .-D.00. _.___0.00 .._.-.____ D........._-__0,._..,,.-:- _0 __-.__.,__0_.._.__._:_O. ._-, ___0.___-v.._.-0 _� _._Q C-:.__. _C.partceiling,.:._ _.-_:._>> ._0.028.,.. 1.68, _ O.TO _ :...._ .7,9.,:._:_:. 79 „'. :. 133 e 55. , __ 0 ___-0 :._.�_0.-.___ _..0 :._. .CDartceilina. ..Y_ ._. 0.028 __v____0.04.._.__0.00-_.:_ __-_0_.._„__._ D-.--_____0 _ __r0.__:.__._..._0 . __.,___.0 __...�>.__0., . _-_0 F 19A-15bswp_.__r..:..___ '.__ _ 0.058:..-.. _ 2:62 '__->_0.57. ,24._...__.._24. _,..-_..64__... -_14_ - 24-_a. v;24 ,.__-__--64, 14 -_ y._.0.00 _ _ A00 _ 0.. _..,., _0- ___r_---- .._.. .,._Q._ v ,-0 --, 0.__ 0 :F ._ A9A-21bswp__'__ __ ___._.0.045 0.00. _ __0.00,�. 0.:.._. __0::_ _0. _ 0__'__. __.,0_. _ __:.0'__ _._ 0 _0 F_._._._ 2113732w_.. 0.014 0.84__ -_0.00, 14TI 1471 ,.,._._1236 __0___.,,,. _D_ . .0.. __. 0, -0 61 6)AED excursion 1 01 1 1 0 Envelope loss/gain 1 16425 7901 1 10538 5229 12 a) Infiltration 1513 177 1513 177 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 6 1380 2 460 Appliances/other 5100 1600 Subtotal(lines 6 to 13) 179381 14557 12052 7466 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 17938 14557 12052 7466 15 Duct loads 35% 17% 6201 2526 35% 17% 4166 1295 Total room I I I2I 170831 I I 162171 81Aeqdm) 1200 1200 80.E 65I Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. Right-Suite@ Universal201313.0.10 RSU10077 2020-Nov-2408:17:21 ...Manual'J's\1476 Jackson St\1470 Jackson St.rup Calc=MJ8 Front Door faces: N' 9 .Right-M Workshmt Job: ®ko[b " AHU #4 Date: November 10,2020 14UATIh:G+COOLING By: FR Kolb Mechanical Corp. 11500 Old,Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Web:kolbmechanical.com 1 Room name ZONE#6 2 Exposed wall 137.8 ft 3 Room height 9.0 ft heat/cool 4 Room dimensions 1.0 x 1471.3 ft 5 Room area 1471.3 ft2 Ty Construction U-value Or HTM Area (ft2) I Load I Area I. Load number (Btuh/ftk. F (Btuh/ft2) or perimeter (ft) (Btuh) or. perimeter Heat Cool Gross N/P/S Heat' Cool Gross N/P/S Heat Cool 6 12C-Osw' 0.091 n 5.46 1.96 0 0 0 0 .2 glazing,cir.outr, ' 0.360 n 21:60 10.45 0 0' 0 0 11D0_-.-_- _--- - _9.390 -n __- 23.40, -_10.34 0' _0 -.. -_._.Q _--0 - - - - -- - W._ __ -._0.064 .-n-- -.. 0.00 .._..0,00 .-----__0 __.._....._ 11 VV - -12F-Osw 0.065 n 0.00 0.00 0 0 0 • L C� 0 �._ 2 glazing,'clr'outr,_,-:. 0.360.__n_. 0.00 - "_._0.00_..:._ : 0:.. _. 0- 0 1581970wo-10- -__,w___0.069,_n-_ __ 2.22 -„.0.00_. __-349_- 349 - -- _775 0 _- 1N 12C-Osw 0.091 a 5.46 1.96 0 0 0 0 I G 2 glazing,clr outr,. 0.360_ -a-._ .21,.60 __-32.92:_ __._0 __ _ .0 _ 0 . -_. .____0 W---..........; 12C-5sw -.._...__..0.064 ..a.. 0.00, --�. -0,00. .� _. -,_ „ ,0. . 0 .:-0 L-D 2gla glazing, - 0.570 _.e_ - 0'.00 _ -_0.00._ ._--- .0---.-- 0-_-- - 0 12F-Osw 0.065 a 0.00 0.00 0 0 0 0 1DO 2 glazing,clr'outr, 0.570 e. 0.00 " " - 0.00 0 0 0 0 - - -- ----0 - -- - - -- - 15B19-Owc-10 0.069 a 1.94 0.00 315 275 534 0 1OB-v 0.600 a 36.00 31.16 12 0 432 374 -1D7c2ov..-,._ .M _.. -.__.._0.570 _,e.., . -34.20- _60.12-_---- -_28 ----..,_ -0__...-- 958------_1683- W _.12F-Osw _ --._..:._.e__,_0.065, se__ _0.00--_-6.00 _ --_.-- 0--. _ .__-0 --_,-_Y_0-----.---0 V� 12C-Osw 0.091 s 5.46 1.96 0 0 0 0 _-"-- - 2 alazinq.clroutr,-. ___._._0.360--s----- 21.60 _ -_17.34.- 0._ -_ 0 ----- _- 0._. -.0 _--_-- 12C-5sw 0.064 s. 0.00 0.00 0 0- 0 0, �_._..,..G ,2 glazing,clr-outr,_ -„__.-V_:_0.570" s`,.._. .0.00. ----- _0.00.._.,..._ 0 _ 0 ..__ 0 __----.._._..0 12F-Osw 0.065 s 0.00 0.00 0 0 0 0 1 D-c2ovd 0.570 s 0.00 0.00 0 0 0 0 2 glazing,clr outr, 0.360 s 0.00 0.00 0 0 0 0 2 glazinq,clr outr.-_..- _ 0.570 -s 0.00 .0.00 0 0 ---.-_-__O-_ ___0 -V 15B19-Owc-10 0.069 s 2.14 • 0:00 432 414 885 0 _-- 1D-c2ov_._ 0.570 ..s_: . 34:20. .. .31.04 _.,18 _ a- 0 616 _.__ 559._. W 12C-Osw 0.09.1 w 5.46 1.96 0 0 0 0 ,12C-5sw 0.064 w 0.00 0.00 0 0 0 0 2 glazing,ciroutr,--- _. -----0.570._w- 0,00_ ._ -0.00 0-..."- -- .0- -_ _ 0 _.-0 12F-Osw 0.065 w 0.00 0.00 0 0 0 0 2 glazing,clr outr,. 0.360 w 0.00 0.00 0 0 0 0 2 glazing,dr out_r, - _ --_ _0.360 .-w- ___ 0.00 _ _0.00_ _0 - -, - 0_ -_ -___0 .- ._-- 0--__• _W- - _ 15619-Owc,10. _ 0.069 .w _ 2.22 r.__.0.00 ._..14:4 144._ _.._.320- 0. C ._ _18A-3.0zd 0.034 __ _. 0.00 __ 0.00., C....._: C part ceiling,-_--.-_ 0.056 _ - . -_-_3.38 _.1.41 _ O . -0- -'0' _ _6 _ .._ .- __ .C-_ j3Dartceiling. -_. 0.044 .;. 0.00. 0.00 . . . - --0 _ 0.,._.. .._--0 --0. _..... w , _...- _ ,_... .....,_.. _C- . ,C-part ceiling, _ 0.028 1.66 -- _0.70 : ..9 :..79 _ _ 133-- „:-M. C- -C.Dart ceiling.--- - --0.028 _r...-. ..0,00 ..- _0.00 - - 0.--- -0,_ -0 --0 F._ _.19A715bswp,-_- - -,-0.058 2.62 - _ - F - 19A-21bswP - - - .0.045 . 0.00 0.00 0 0, . 0 - 0 - - - _ - -- - F- -_.19A-21bswp-_-_-_ - ---- - __ ----:.--0.045 r... ._ 0.00._. ._0.00:. __.--._0 ._ . _. .-.0 _0 --_-._ 0., ' F__ ,_-21 B-32w-_ _-"- -__ - _ _ 0.014 -_-- 0.84,- _0.00 -__.,1471 _ 1471 1236 --_ _ , 0. 61 c)AED excursion 1 0 Envelope loss/gain 1 5887 2671 12 a) Infiltration 0 0 b) Room ventilation 0 0 13. Internal gains: Occupants @ 230 4 920 Appliances/other 3500 Subtotal(lines 6 to 13) 5887 7091 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 5887 7091 15 Duct loads 35% 17% 2035 1231 Total room load 7 Air required(c m) I I I 394I 8585I Calculations aDDroved by ACCA to meet all reauirements of Manual J 8th Ed. -01*- wrightsoflt• 2020-Nov-24 08:17:21 Right-Suite®Universal 2013 13.0.10 RSU10077 Page 8 Manual'J's\1470 Jackson St\1470 Jackson St.rup Calc=MJ8 Front Door faces: N ®k l Right-M Workshmt Job: AHU #5 Date: November 10,2020 H EATING+COOLINe By: FR Kolb Mechanical Corp. 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Web:kolbmechanical.com 1 Room name AHU#5 ZONE#3 2 Exposed wall 163.3 ft 90.3 ft 3 Room height 10.0 ft 10.0 ft heat/cool 4 Room dimensions 1.0 x 1062.9 ft 5 Room area 2013.0 ft2 1062.9 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft-) Load number (Btuh/fP-°F I (Btuh/ftz) I or perimeter (ft) I (Btuh) I or perimeter •(ft) I (Btuh) Heat Cool I Gross N/P/S Heat I Cool Gross N/P/S Hea4 Cool __ _ ----_ _ - ._ 6 12C-Osw 0.091 n 0.00, 0.00 0 0 0 - 0 {-G •2 glazing,clr ,outr, 0.360 ' n 0.00 0.00 0 0 0 0 0 0 0 0 -__- 11D0 --- - - - -- _0.390 -n--- 0.00 01.00, - - 0 -- 0 0 0 - -0- - ----0 0"--- 11 - 12F-Osw 0.065 'n 190 21.60 .' 10.99 y'_254 195 7.59.__.- .5598'_.__.2194 7 +1 0 4 __ - 167 W_ -12C-5sw - - -- 42Z 168 654 167 .2 glazing,clr outr,,____._: _, .0.360 n. 259 __ __-0 F'_ 5598 2707 W --__151319-Owc-10_ - ._ ___ 0.069_ .n--."--- _0.00 -- --0.00 _ - -0- __- ---0 -- _-_0 ------- ..Q ------_ _0 -_- _.-0 _ __ -0 1y 12C-Osw 0.091 a 0.00 0.00 0 0 0 0 0 0 0 0 �_-_ C 2 glazing,clr.outr, --- .- _---0.360_ e_ - -- 0.00 . ___0.00 - -0 -. -- -.._0 _-----_0 --0 --_0_-- ------0-_--- ---0---_._.-0 W 12C-5sw' 0.064 ._e. _0.00 0.00 _. 0-_.. 0 0._... _.0 _0 .._. -0 - 0 12F-Osw 0.065 a 3:90 0.99 366 366 1426 364 202 202 786 201 G -2 glazing,clr cutr, 0.570 a 0.00 0.00 0 0 0 0 0 0 0 0 -_D -11D0 -`-- - - 0.390; e-_ 0.00 ..._0.00- _0_- 0 -0 0 - 0 0 - 0 0. 15B19-Owc-10 0.069 a 0.00 0.00 0 0 6 0 6 0 0 6 10B-v 0.600 a 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ov --- - - 0.570 -e- - 0.00 _ .0.00 0._. . _-0._. . -_0 0 _--0 _._0...,--- 0 0 W-- -12F-0sw - -__-._ - - --_-6.065 - se_ _3.90 _ _ 0.99_ -A -__.4__:.__ -15-_... _ ._4____ ___-4 .: --_,--4---------15. _-- _-- 4- V�I 12C-Osw 0.091 s 0.00 0.00 0 0 0 0 0 0 0 0 2 olazinq,clr outr,--_•_- •--0.360_ s,-__ _ 0.00_ 0.00"--.,------_0 . -.-_-_-0 _-_ -_-_0 _ -- -0---_-__-0_ -_ ----0 _ _-- _0 --- •-. 0 VII 12C-5sw 0.064 s 0.00 0.00 0 0 0 0 0 0 0 . 0 I-G 2 glazing,:clr_outr, _ 0.570_ -s. „0.00 __0.00. .•___.. --0,-,., ----o . . ._0.._. __ _0 _.1,-0 _._-___.._0 _,_., -__Q------_„_Q 12F-Osw 0.065 s 3.90 0.99 747 492 1918 489 256 256 997 254 1D-c2ovd 0.570 s 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing,clr outr, 0.360 s 21.60 17.34 256 0 5523 4433 0 0 0 0 plazinq°clr outr. _--_0.570 s_. -._. 0.00._--0.00- ,_ ___ -0.____._._Q _ ---- . 0. __ -0 151319-0wc-10 0.069 s 0.00 -0.00 6 6 0 0 0 0 0 0 _1-'--G_11)-c2ov. _. __ .-- _ . ____0.570 '-s-._ ..0:00 __ -0.00 _: 0._ _.•_ 0. .. ___0__. ___0-. ._ __..-0 0 W 12C-Osw-._-__ _.,0.091- w_-- 0.00 _- 0.00 0. ..-"_ 0- - .. __-0_- 0 _ 0---- - _0_ _--- _0 0 Vp 12C-5sw 0.064 w 0.00 0.00 0 0 0 0 0 0 0 0 2.glazing,clroutr,. _- :_ 0.570-w__ 0.00_. .0.00 __ 0 __.0 ___,_ __0 ___ _ _._0__- .. -,-0---- . Q :___ 0 0- T12F-Osw 0.065 w 3.90 0.99 63 63 247 63 16 16 62 16 2 glazing,clr outr, 0.360 w 0.00 0.00 0 0 0 0 0 0 0 0 _ 2-glazing,clr outr, -- - _- " _" 0.360 w . __ 0.00 0.00 - 0 _-_ .. 0 "-__-_._0. _"-_---o_ .0 _.___. -0 __ _. 0 __.-_ 0 15B19-Owc-10 _ . __ ._0.069.,_w 0.00 __ 0.00 _._ " -0_ _ _0 _ _ _._ 0 __0. _ 0_._ _. _ 0- . - -_ 0...-__. _ 0 C 16A-30zd -___ _ •_ ___ 0.034 _ ---." - 2.04.__-0.85. 2013_- _2013 __- _4107-. --_1711-_-- 1063 1063 - ^2168.-_ _ _903 .C.- C_part ceiling,.-_ - _. 0.056 _-_ 10.00 0.00 - • - 0. 0 0 0__. -_,___0 -.__. _ .0 _ .. .._.0 , -_ __ .0 _C_ _. C Dart ceiling.,_--_-_ a __ __0.044 -,r_ ._ _0.00 _, .0.00-."_,_ .___0.. ..._ 0 .. ...-_- 0 _- --_-0 - "- _0,- Q__--_ 0- Q C part ceiling,_: _-- ----0.028,-._ 0.00. '0.00 6, 0 .0 -_0_ 0.___-_ _.0 0 _C Dart ceiling._ - _--_--_ 0.028 0.00-_ 0.00 _ _-. " 0-•"- __ . 0 _-- 0_ •- --0 _0 _. --- 0 - - 0 O F__ _ 19A-15bswp_--._ -�_0.058_ -- . 0.00 0.00-_ _ 0 _."__ 0 __.. -0 _ _ 0 _ 0 0. -. _ _ 0 0 F 19A-21bswp _--- - 0-- 0.00.-- 0.00 0 _ 9 - - - -0 - 0 0. ,F____ :19A-2lbswp.'___._- _ _.0.045..---_ _2.15_ 0.47. . ._. 624 - _ 624 _ - _ 1343 --- _ -2971 _-:43 __-, 243 _ _._ 524--_" _114 -F_. ._ 21B-32w ._...-. - --0.014.. 0.00, 0.00 0 _ _0 . 4- _ _0 0,_. 0 --- 61 c)AED excursion 1 1 759 -149 . Envelope loss/gain 1 20935 11015 1 1 10804 4216 12 a) Infiltration 2219 259 1227 143 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 9 2070 3 690 Appliances/other 4500 2500 Subtotal(lines 6 to 13) 23154 17844 12032 7550 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 23154 17844 12032 7550 15 Duct loads 32% 17% 7429 3102 32% 17% 3860 1312 . I Total room load 3 Air required(c m) I I I 11600I 211600I 15 I I 8311 8677I Calculations aooroved by ACCA to meet all requirements of Manual J 8th Ed. L -� �AIrig11#SOTt• 2020-Nov-24 08:17:21 a Right-Su RSU10077 Page9 ...Manual'J's%1470 Jackson Sfi1470 Jackson St.rup Calc=MJ8 Front Door faces: N Right-JO Worksheet Job: ®ko I b AHU#S Date:" November 10,2020 Ill EAT[NG+CO€LING By: FR Kolb,Mechanical Corp. 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631),298-5527 Email:info@kolbmechanical.com Web:kolbmechanical.com 1 Room name ZONE#5 2 Exposed wall. 73.0 ft 3 Room height : 10.0 ft heat/cool •4 Room dimensions 1.0 x 950.1' ft 5 Room area 950.1 ft2 Ty Construction U-value Or I HTM I Area (ft2) I Load I Area I Load number (Btuh/ft-°F (Btuh/ft2) or perimeter (ft) (Stuh) or perimeter Heat. Cool I Gross I N/P/S Heat Cool Gross. N/P/S Heat Cool 6 12C Osw. 0.091 n 0.00 0.00 _--;_O_.__ _ 0 ___._._.0 :- -_-.._,o 9:: 0-0Q 0.00 :..._. .-.Q.-.a + 2 glazing,clroutr, 0.360 n. 0.00 0.00 0 0 0 0 12C 5swo- -. _ _0.064.-.n _ _0:00 .___0.00 -.. 0 ._ .. -0 .___0 11 12F-0sw' - 0.065 n 3.96 0.99 27. 27 105 27 2glazing,'clroutr,,.-__ O'.360...,.n- 21.60 _10.45___ _. __0 __ - 0 ._,___e.0..:_ .0 W_ _-,.. 15B19-0wc-10_ _ _0.069 ,-n- ,_0.00, .____0.00.- 0_.-... �.0__ 0 _0 12C-Osvr 0.091 a O.QO - 0.00 - 0 0 0 0 w C 2glazing,.clroutr, 0 _0 -_ _ . W _.__. 12C-5sw_ -- .0.064__e,... --•0_00 __._-0.00. y0._ _..,...0.. -- 0 0 -- - -- 12F-0sw . 0.065 a 3.90 0.99 164 164. 639 163 g 0 0. . 0 glazing, in"clroutr, 0 390 e' __0.00- ---- 9.90 :.-____. _:0 _._, - 15B19-0wc-10 0.069 a 0.00 0.00 0 0 0 0 1 OB-v 0.600 .e 0.00 0.00 0. 0 0 0 11�;c2ov- -_... 0.570 _ .e_,_- --0.00 _ 0.00 0 O..._...__.0._ _____.0 __.-- .\1\!_. -12F70sw _._0.065 • 6e-,___ 3.90. 0.99 _. :._.0._: ,_..0 0:_-- 0 12C-Osw 0.091 s 0.00 0.00 0 0 0 0 . 2 glazing.clroutr,__ _.,. ___0.360,_.'s.- _:_.0.00 12C-5sw 0.064 ' s. 0.00 0.00 0 0- ry --0 0 VVyy 0' _�G 2 glazing,:clr outr,_._ _ ._-`•0.570 -,s, .,.._ 0.W __..0.00. :.0 ,.ri.__. 12F-Osw 0.065 ' s 3.90 0.99 492 236 921 235 1 D-c2ovd 0.570 s 0.00 0.00 0 0 0 0 2 glazing,clr outr, 0.360 s 21.60 17.34 256 0 5523 4433 2-glazina.clr_outr._,._._.___'_-_0.570,,. s __-. 0.00-____,0.,00 0. .,-,....m__0._.., _0-___ .__0 b _.'_" _� 15B19-0wc-10 0.069 s r'0.00 0.00. ' 0' 0 0 0 . 1D-c2ov,,:,____ _.. < ,__-0.570,__s.-..._.0.00.--- -_0.00.._ _,0..., _:. 0 .__ 0 __®__0 _-__-_._--- W__, _,12C-0sw__ OA91, w 0,00:,- y 0`0-0---- - _ „__._, _._0 ._,____�0 0 Vy . 12C-5sw 0.064 w 0.00 0.00 0 _ 6 .0 0 !=-=C _2 glazing;clroutrL_.,,..-__ _-__r-O'.570,.W_.,_:_,0.00. : _ 0.00, ,.-'_, _.0_ :.;_ 0-_,:,_ .__..0:__e.._' 0 12F-Osw 0.065 w 3.90 0.99 47 47 185 47 2 glazing,clr outr, 0.360 w 0.00 0.00 0 0 0 0 2 glazing,clroutr,_._ ---- 0.360._w- 0.00.-_ .- 0.00..w .____._0 0-.--,_._. 9 Q,f.__.. W„.__:,. 15B19Owc-10.•,_.-___v _-_-___0.069:.:.ww.-:_,_,0.00 _0.00.__. . _0. _ .e.__ .0 .0 C_ ... -_- __.__�. __ -..-_-_ - 0.85 950 950.µ-_ .1938_ _808 I8A-30zd,___ 0.034 .2.04 ',C-___ :,_C,partceiling, .__-:0.056- __,_.-__0:00 .__ 0.00.._ :_.:0. 0. ______..0,-w.._.__ __.O _C,Part.ceiling. -, --- .0.044° -- ---0.00, _ •_..._,__„_0,. :-.,_.... 0_• - -- C- C.part ceiling,:_..-._- .__-. 0.028, ___0.00 __ -.0,00,, 0: .:- '-. 0 0 0 _ C_Part ceiling,-_..___. : e,._-- 0.028 _0.00 .. _ 0,00 _..,_._. ;.0.. _._. -0 _- 0 F._._:_.19A-15bswp.-`-_-_.•___._.____. 0.058 0.0a - '-_0.00 __•_-:..0- __:0'..:,__.. 0._..___.. 0 F... 19A-21bswP -0.045 0.00 0.00 ,_.: .0 _._ 0 0 0 _- 19Q-21bswp_--_. ,._-- _..__0.045 .- _2.15.___ 0.47,'---.-:.,380 _ ..:.380 :- ----819 _:'.__e177...-`.,._. _ ._:..._.v__..- F_'_,.-21B-32w_�..- - 0.014, 0-W__._ 0.00 6 .c)AED excursion 9081. Envelope loss/gain 1 10130 6748 12 a) . Infiltration 991 116 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230. - 6 1380 Appliances/other 2000 Subtotal(lines 6 to 13) 11122 10294 Less external load 0 0 Less transfer 0 .0 Redistribution 0 0 14 Subtotal 11122 10294 15 Duct loads 32% 17% 3568 1789 Air requomdload ) I I I 14769I 12923I I' Calculations aDDroved by ACCA to meet ell reauirements of Manual J 8th Ed. 4 wrigh1�soft' Right-Su ite@Universal201313.0.10RSU10077 2020-Nov-240Pa a110 Manual'J's\1470 Jackson St\1470 Jackson St.rup Calc=MJ8 Front Door faces: N 9 HkolbLoads for Multiple Orientations Date: November 10,2020 New Suffolk By: FIR HEATING �COOLING Kolb Mechanical Corp. 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Web:kolbmechanical.com Project • . • For: New Suffolk Residence, Blaze Makoid Architecture 1470 Jackson Street, New Suffolk, NY 11956 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature(OF) 70 72 Elevation: 30 ft Design TD (OF) 60 13 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 47.4 33.5 Dry bulb(OF) 10 85 Infiltration: Dailyrange(OF) - 16 ( M ) Wet bu Ib(OF) - 71 Wind speed (mph) 15.0 7.5 Front Door North Northeast East Southeast South Southwest West Northwest Sensible Load (Btuh) 67884 87693 93582 79244 62316 77453 85594 81009 Latent Load (Btuh) 19910 19910 19910 19910 19910 .19910 .19910 19910 Total Load (Btuh) '87793 107603 113491 99154 82226 97362 105504 100919 Heating AVF(cfm) 6000 6000 6000 6000 6000 6000 6000 6000 Cooling AVF(cfm) woo 6000 6000 6000 6000 6000 6000 6000 Building Orientation Cooling Load 1 1 0 N NE E M S SN W WV Drecbon Frtnt mcrfaces Current Orientation: Front Door faces North Highest Cooling Load: Front Door faces East Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. �:c 2020-Nov-24 08:17:23 L WlrightsoftA Right-Suitee Universal 2013 13.0.10 RSU10077 Page 1 AC+CI� ...Manual Vs\1470 Jackson St\1470 Jackson St.rup Calc=MJ8 Front Door faces: N Loads for Multiple Orientations Job. NkolbAHU � Date: November 10,2020 #4 By: FIR HEATING t COOLING Kolb Mechanical Corp. 11500 Old Sound Ave.,Mattituck;NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Web:kolbmechanical.com Project • • • For: New Suffolk Residence, Blaze Makoid Architecture 1470 Jackson Street, New Suffolk, NY 11956 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature (OF) 70 72 Elevation: 30 ft Design TD (OF) 60 13 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 47.4 33.5 Dry bulb(OF) 10 85 Infiltration: Dailyrange(OF) - 16 ( M ) Wet bulb(OF) - 71 Wind speed (mph) 15.0 7.5 Front Door North Northeast East Southeast South Southwest West Northwest Sensible Load (Btuh) 15375 17592 18443 18189 16540 19838 19447 17153 Latent Load (Btuh) 5844 5844 5844 5844 5844 5844 5844 5844 Total Load (Btuh) 21219 23436 24287 24032 22383 25681 25290 22997 Heating.AVF(cfm) 1200 1200 1200 1200 1200 1200 1200 1200 Cooling AVF(cfm) 1200 1200 1200 1200 1200 1200 1200 1200 Building Orientation Cooling Load 1 1 0 N NE E M S S/V W NW ❑rectim port Defaces Current Orientation: Front Door faces North Highest Cooling Load: Front Door faces Southwest Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Rig Universal201313.0.10 RSU10077 2020-Nov-24 08:17:23 + wrightSafta Paget x�4 ...Manual Vs\1470 Jackson St\1470 Jackson St.rup Calc=MJ8 Front Door faces: N Hkolb Loads for Multiple Orientations Job: Date: November 70,2020 AHU #3 By: FR HEATING =COOLING Kolb Mechanical Corp. 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Web:kolbmechanical.com Project • • • For: New Suffolk Residence, Blaze Makoid Architecture 1470 Jackson Street, New Suffolk, NY 11956 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature(°F). 70 72 Elevation: 30 ft Design TD(OF) 60 13 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 47.4 33.5 Dry bul b(OF) 10 85 Infiltration: Dailyrange(OF) - 16 ( M ) Wet bulb(OF) - 71 Wind speed (mph) 15.0 7.5 Front Door North Northeast East Southeast South Southwest West Northwest Sensible Load (Btuh) 12072 16566 16417 13013 9887 12425 13488 13601 Latent Load (Btuh) 2093 2093 2093 2093 2093 2093 2093 2093 Total Load (Btuh) 14165 18659 18511 15106 11980 14518 15581 15694 Heating AVF(cfm) 800 800 800 800 800 800 800 800 Cooling AVF(cfm) 800 800 800 800 800 800 800 800 Building Orientation Cooling Load 1 1 0 N NE E g S 9N W WV 11recbcn Rrat Loaf n Current Orientation: Front Door faces North Highest Cooling Load: Front Door faces Northeast Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2020-Nov-24 08:17:23 t wrightsoft° Right-Su ite®Universal201313.0.10 RS1J10077 Page ...Manual'J's11470 Jackson SA1470 Jackson St.rup Calc=MJ8 Front Door faces: N Loads for Multiple Orientations Job: NkolbAHU p Date: November 10,2020 #5 By: FIR HEATING�COOL.ING Kolb Mechanical Corp. 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Web:kolbmechanical.mm Project • • • For: New Suffolk Residence, Blaze Makoid Architecture 1470 Jackson Street, New Suffolk, NY 11956 Design Conditions Location: _ Indoor:. Heating Cooling Suffolk County AFB, NY, US Indoor temperature(OF) 70 72 Elevation: 30 ft Design TD (OF) 60 13 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 47.4 33.5 Dry bulb(OF) 10 85 Infiltration: Dailyrange(OF) - 16 ( M ) Wet bu l b(°F) - 71 Wind speed (mph) 15.0 7.5 Front Door North Northeast East Southeast South Southwest West Northwest Sensible Load (Btuh) 18851 24486 26995 23728 18890 24563 26995 23711 Latent Load (Btuh) 6258 6258 6258 6258 6258 6258 6258 6258 Total Load (Btuh) '25109 30743 33253 29986 25148 30821 33253 29969 Heating AVF (cfm) 1600 1600 1600 1600 1600 1600 1600 1600 Cooling AVF(cfm) 1600 1600 1600 1600 1600 1600 1600 1600 Building Orientation Cooling Load 11113D-- 01 N NE E E S S/V W WV ❑rection Ratt Doafaoes Current Orientation: Front Door faces North Highest Cooling Load: Front Door faces East Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2020-Nov-24 08:17:23 �►= Wrightsoft° Right-Su ite®Universal201313.0.10RSU10077 Page A[+C� ...Manual'J's\1470 Jackson St\1470 Jackson St.rup Calc=MJ8 Front Door faces: N Loads for Multiple Orientations Job: Hkolb Date: November 10,2020 a�cAsrNc-:-cOOLilaG AHU #1 By: FIR Kolb Mechanical Corp. 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Web:kolbmechanical.com Project • • • For: New Suffolk Residence, Blaze Makoid Architecture 1470 Jackson Street, New Suffolk, NY 11956 Design Conditions Location: Indoor: Heating. Cooling Suffolk County AFB, NY, US Indoor temperature(OF) 70 72 Elevation: 30 ft Design TD(OF) 60 13 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 47.4 . 33.5 Dry bulb(OF) 10 85 Infiltration: Dailyrange(OF) - 16 ( M ) Wet bulb(OF) - 71 Wind speed (mph) 15.0 7.5 Front Door North . Northeast East Southeast South Southwest West Northwest Sensible Load.(Btuh) . 11323 15782 16773 13117 9106 11872 13886 13015 Latent Load (Btuh) 2891 2891 2891 2891 2891 2891 2891 2891 Total Load (Btuh) 14213 18672 19664 16007 11996 14763 16776 15905 Heating,AVF(cfm) 1200, 1200 1200 1200 1200 1200 1200 1200 Cooling AVF(cfm) 12011 1200 1200 1200 1200 1200 1200 1200 Building Orientation Cooling Load 1 1 0 N NE E M S SN W NN EIrechcn Fran DaPaoes Current Orientation: Front Door faces North Highest Cooling Load: Front Door faces East Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2020-Nov-24 08:17:23 A. + wrightsOft' Right-Suite@ Universal201313.0.10 RSU10077 Pages /�+�+� ...Manual Vs\1470 Jackson St\1470 Jackson St.rup Calc=MJ8 Front Door faces: N olb Loads for Multiple Orientations Date: November 10,2020 NkAHU #2 By: FIR Hr-ATING=COOLING Kolb Mechanical Corp. 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Web:kolbmechanical.com Project • • • For: New Suffolk Residence, Blaze Makoid Architecture 1470 Jackson Street, New Suffolk, NY 11956 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature(OF) 70 72 Elevation: 30 ft Design TD (OF) 60 13 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 47.4 33.5 Dry bulb(OF) 10 85 Infiltration: Dailyrange(OF) - 16 ( M ) Wet bu l b(OF) - 71 Wind speed (mph) 15.0 7.5 Front Door North Northeast East Southeast South Southwest' West Northwest Sensible Load (Btuh) 11782 16225 18733 15607 9464 12171 15309 14530 Latent Load (Btuh) 2824 2824 2824 2824 2824 2824 2824 2824 Total Load (Btuh) 14606 19049 21557 18432 12288 14996 18133 17355 Heating AVF(cfm) 1200 1200 1200 1200 1200 1200 1200 1200 Cooling AVF(cfm) 1200 1200 1200 1200 1200 1200 1200 1200 Building Orientation Cooling Load 1 1 Emo- N ICE E E S 9JV W NN ❑reckon Fiont Dxrfaces Current Orientation: Front Door faces North Highest Cooling Load: Front Door faces East Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2020-Nov-24 08:17:23 W19ghtsoft' Right-Suite®Universal 201313.0.10 RSU10077 Page Arm ...Manual Vs11470 Jackson St\1470 Jackson St.rup Calc=MJ8 Front Door faces: N Load Multizone Summary� Re Report Job: Date: November 10,2020® R�Ib By: FIR 6dGA'PtNO=GOOLIfdO Kolb Mechanical Corp. 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Web:kolbmechanical.com Infiltration Summary Heating Cooling ZONE NAME Volume ACH AVF HTM Volume ACH AVF HTM ft3 cfm Btu h/fF ft3 cfm Btuh/ftz AHU #4 9189 0.15 23 1.4 9189 0.08 12 0.2 AHU #3 7255 0.16 20 1.4 7255 0.09 11 0.2 AHU #5 20130 0.10 34 1.4 20130 0.05 18 0.2 AHU #1 7119 0.17 20 1.4 7119 0.09 11 0.2 AHU #2 6990 0.11 13 1.4 6990 0.06 7 0.2 New Suffolk 50683 0.13 110 1.4 50683 0.07 59 0.2 • . • and AVF Summary ROOM NAME Area Htg load Cig load Htg AVF Clg AVF ft2 Btuh Btuh cfm cfm ZONE #2 766 16217 8761 806 615 ZONE #6 1471 7922 8322 394 585 AHU #4 2237 24139 17083 1200 1200 ZONE #4 725 16508 13413 800 800 AHU #3 725 16508 13413 800 800 ZONE #3 1063 15892 8862 831 677 ZONE #5 950 14690 12083 769 923 AHU #5 2013 30582 20946 1600 1600 ZONE #lA 593 18090 12581 1200 1200 AHU #1 593 18090 12581 1200 1200 ZONE #1B 583 17911 13091 1200 1200 AHU #2 583 17911 13091 1200 1200 New Suffolk 6151 107231 75426 6000 6000 wrightSt ft° Right-Suite®Universal 2013 13.0.10 RSU10077 2020-Nov-24 08:17,:25Page 1 r i�► ...Manual'J's11470 Jackson Sfl1470 Jackson St.rup Calc=MJ8 Front Door faces: N 1 N A.0-Ground Le -. Sup Rise Sup Rise 234 drn fir in.. 10" 18" 8 12' 12' 12' 1 X X t H R 05 p Rise ZON 234 chri p Rise 10' 234 cfm 10, . 12' 12'- 1 MECH RM 008 - Job#: Kolb Mechanical Corp. Scale: 1 : 110 Performed by FIR for: Page 1 New Suffolk Residence 11500 Old Sound Ave. Right-Suite®Universal 2013 1470 Jackson Street Mattituck, NY 11952 13.0.10 RSU10077 New Suffolk,NY 11956 Phone:(631)298-5527 2020-Nov-24 08:17:47 kolbmechanical.com info@koibmechanical.com ...0 Jackson St\1470 Jackson St.ru N A.1 -First Flc Sup Rio Sup Rise �1440 cfm Ret Rises ZONE#1 B s K360L4360&360&60 chn ZONE#1A Rise 1&360&360&360&36 1 Rise �1 r _ �144o cfm. _•ZONE#2 f�I I4I R323�i#h322�At M afm Job#:. Kolb Mechanical Corp. Scale: 1 : 110 Performed by FR for: Page 2 New Suffolk Residence 11500 Old Sound Ave. Right-Suite®Universal 2013 1470 Jackson Street Mattituck,NY 11952 13.0.10 RSU10077 New Suffolk,NY 11956 Phone:(631)298-5527 2020-Nov-24 08:17:47 kolbm6chanical.com .info@kolbmechanical.com 0 Jackson St\1470 Jackson St.ru N A.2-Second Fl( 277 cfm 277 cfm 277 chn 277 cfm ® ® ZONE#5 `240 cf n `240 cf n ZONE#4 240 cfm �960 dfn 10 10' 333 cfm 240 10' 1920 cf 333 dm ZONE#3 12' 333 cfm 12' 12' ECH`RM x xE Job#: Scale: 1 : 110 Performed by FIR for: Kolb Mechanical Corp. Page e 3 New Suffolk Residence 11500 Old Sound Ave. Right-Suiteg)Universal 2013 1470 Jackson Street Mattituck, NY 11952 13.0.10 RSU10077 New Suffolk,NY 11956 Phone:(631)298-5527 2020-Nov-24 08:17:47 kolbmechanical.com info@koibmechanical.com ...0 Jackson St\1470 Jackson St.ru Nkolb Duct System Summary , Job: Date: November 10,2020 AHV #1 By: FR HEAl'tNG+COOLING Kolb Mechanical Corp. 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Web:kolbmechanical.com Project • . • For: New Suffolk Residence, Blaze Makoid Architecture 1470 Jackson Street, New Suffolk, NY 11956 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 0.214/0.086 in H2O 0.214/0.086 in H2O Lowest friction rate 0.080 in/100ft 0.080 in/100ft Actual air flow 1200 cfm 1200 cfm Total effective length (TEL) 273 ft Supply Branch Detail . • 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#1A c 4524 360 360 0.080 12.0 Ox 0 VIFx 9.0 170.0 st2 ZONE#1A-A c 3145 360 360 0.080 12.0 Ox 0 VIFx 12.0 160.0 st2 ZONE#1A-B c 3145 360 360 0.080 12.0 Ox 0 VIFx 15.0 180.0 st2A ZONE#1A-C c 3145 360 360 0.080 12.0 Ox 0 VIFx 18.0 115.0 st2A Supply Trunk Detail T• • Trunk. Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2A Peak AVF 720 720 0.080 720 12.7 8 x 18 ShtMetl st2 st2 Peak AVF 1440 1440 0.080 . 810 16.5 8 x 32 ShtMetl Return Branch Detail Table Grill 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 rb6 Ox 0 1440 1440 78.0 0.080 660 20.0 Ox 0 VIFx Bold/Italic values have been manually overridden +: wrightsaft° 9 2020-Nov-24 08:17:25 Ri ht-Suite®Universal 2013 13.0.10 RSU10077 Pagel ...Manual Vs\1470 Jackson St\1470 Jackson St.rup Calc=MJ8 Front Door faces: N NkolbDuct System Summary Date:Y Summary Date: November 10,2020 AHU #2 By: FR HEATING;COOLING Kolb Mechanical Corp. 11500 Old Sound Ave.,Maftituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Web:kolbmechanical.com Project • . • For: New Suffolk Residence, Blaze Makoid Architecture 1470 Jackson Street, New Suffolk, NY 11956 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 0.200/0.100 in H2O 0.200/0.100 in H2O Lowest friction rate 0.080 in/100ft 0.080 in/100ft Actual air flow 1200 cfm 1200 cfm Total effective length (TEL) 298 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#18 c 4480 360 360 0.080 12.0 Ox0 VIFx 28.0 170.0 st1A ZONE#113-A c 3273 360 360 0.080 12.0 Ox0 VIFx 25.0 160.0 st1 ZONE#1B-B c 3273 360 360 0.080 12.0 Ox0 VIFx 22.0 170.0 st1 ZONE#1B-C c 3273 360 360 0.080 12.0 0x0 VIFx 19.0 180.0 1 st1 • • Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st1 Peak AVF 1440 1440 0.080 810 16.5 8 x 32 ShtMetl st1A Peak AVF 360 360 0.080 540 9.8 8 x 12 ShtMetl St1 Return Branch Detail Table Grill 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 rb7 Ox 0 1440 1440 99.0 0.080 660 20.0 Ox 0 VIFx BoldRtallc values have been manually overridden 2020-Nov-24 08:17:25 WrightSOft' Rig ht-Suite®U niversal 2013 13.0.10 RSU10077 Page 2 ...Manual Vs\1470 Jackson St\1470 Jackson St.rup Calc=MJ8 Front Door faces: N olb Duct SystemSummary Summa Job: Date: November 70,2020 HkAHU #3 By: FR HEATING i COOLING Kolb Mechanical Corp. 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Web:kolbmechanical.com Project • • • For: New Suffolk Residence, Blaze Makoid Architecture 1470 Jackson Street, New Suffolk, NY 11956 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 0.194/0.106 in H2O 0.194/0.106 in H2O Lowest friction rate 0.080 in/100ft 0.080 in/100ft Actual air flow 800 cfm 800 cfm Total effective length (TEL) 329 ft Supply Branch DetailTable Design Htg cig Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk ZONE#4 c 4129 240 240 0.080 10.0 Ox 0 VIFx 27.0- 125.0 st5 ZONE#4-A c 3353 240 240 0.080 10.0 Ox 0 VIFx 17.5 180.0 st4 ZONE#4-B c 3353 240 240 0.080 10.0 Ox0 VIFx 24.5 180.0 st4 ZONE#4-C c 3353 240 240 0.080 10.0 Ox 0 VIFx 1 22.5 190.0 1 sty Supply Trunk Detail Table Trunk . Htg clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st4 Peak AVF 480 480 0.080 617 10.9 8 x 14 ShtMetl -st5 Peak AVF 480 480 0.080 617 10.9 8 x 14 ShtMetl TableReturn Branch Detail Grill 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 0 960 960 116.5 0.080 543 18.0 Ox 0 VIFx Bold/italic values have been manually overridden wri hts®ft' 2020-Nov-24 08:17:25 ��v�, 9 Right-Suite®Universa1201313.0.10 RSU10077 Page /rv�n :..Manual Vs\1470 Jackson St\1470 Jackson St.rup Calc=MJ8 Front Door faces: N Summary Hkolb Duct System ' Job: Date: November 10,2020 AHU #4 By: FR HcaTING +COOLING Kolb Mechanical Corp. 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Web:kolbmechanical.com Project • , • For: New Suffolk Residence, Blaze Makoid Architecture 1470 Jackson Street, New Suffolk, NY 11956 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 0.210/0.090 in H2O 0.210/0.090 in H2O Lowest friction rate 0.080 in/100ft 0.080 in/100ft Actual air flow 1200 cfm 1200 cfm Total effective length (TEL) 317 ft Supply Branch DetailTable Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Mat[ Ln (ft) Ln (ft) Trunk ZONE#2 h 5407 323 246 0.080 12.0 Ox 0 VIFx 20.0 170.0 st6 ZONE#2-A h 5406 322 246 0.080 12.0 Ox 0 VIFx 23.0 160.0 st6 ZONE#2-15 h 5406 322 246 0.080 12.0 Ox 0 VIFx 26.0 170.0 st6A ZONE#6 C 2774 158 234 0.080 10.0 Ox 0 VIFx 29.0 190.0 st6B ZONE#6-A c 2774 158 234 0.080 10.0 Ox0 VIFx 42.0 180.0 st6 ZONE#6-13 c 2774 158 234 0.080 10.0 Ox0 VIFx 38.5 170.0 st6A Supply Trunk Detail • • Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st6B Peak AVF 158 234 0.080 421 8.4 8 x 10 ShtMetl st6A st6A Peak AVF 638 714 0.080 714 12.7 8 x 18 ShtMetl st6 st6 Peak AVF 1440 1440 0.080 810 16.5 8 x 32 ShtMetl TableReturn Branch Detail Grill, 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 rb3 Ox 0 1440 1440 95.0 0.0.80 660 20.0 Ox 0 V[Fx Boldlitalic values have been manually overridden 2020-Nov-24 08:17:25 {ti wrightsoW Right-Suite®Universal 2013 13.0.10 RSU10077 Page 4 +� ...Manual'J's\1470 Jackson St\1470 Jackson St.rup Calc=MJ8 Front Door faces: N ry Date:Duct System Summary Dat y e: November 10,2020 AHU #5 By: FR HtATMG COOLING Kolb Mechanical Corp. 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@koibmechanical.com Web:koibmechanical.com Project • • • For: New Suffolk Residence, Blaze Makoid Architecture 1470 Jackson Street, New Suffolk, NY 11956 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 0.217/0.083 in H2O 0.217/0.083 in H2O Lowest friction rate . 0.080 in/100ft 0.080 in/100ft Actual air flow 1600 cfm 1600 cfm Total effective length(TEL) 334 ft Supply Branch - 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#3 h 5298 333 271 0.080 12.0 Ox 0 VIFx 35.0 160.0 st3 ZONE#3-A h 5297 333 271 0.080 12.0 Ox 0 VIFx 50.0 180.0 st3B ZONE#3-B h 5297 333 271 0.080 12.0 Ox 0 VIFx 31.5 180.0 st3A ZONE#5 c 3023 231 277 0.080 10.0 Ox 0 VIFx 41.5 190.0 st3 ZONE#5-A c 3021 231 277 0.080 10.0 Ox 0 VIFx 51.5 180.0 st3 ZONE#5-13 c 3021 231 277 0.080 10.0 Ox 0 VIFx 59.0 170.0 st3 ZONE#5-C c 3021 231 277 0.080 10.0 Ox 0 VIFx 71.0 170.0 st3A Supply Trunk D • Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3B Peak AVF 333 271 0.080 599 9.5 8 x 10 ShtMetl st3A st3A Peak AVF 896 818 0.080 733 13.8 8 x 22 ShtMetl st3 st3 Peak AVF 1920 1920 0.080 823 18.4 8 x 42 ShtMetl TableReturn Branch Detail Grill 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 rb5 Ox 0 1920 1920 92.5 0.080 611 24.0 Ox 0 VIFx Boldlitallc values have been manually overridden 2020-Nov-24 08:17:25 wrightSOW Right-Suite®U niversal 2013 13.0.10 RSU10077 Page 5 ...Manual'J's\1470 Jackson St\1470 Jackson St.rup Calc=MJ8 Front Door faces: N NEW YORK (G R O U P BUILDING T E C H N O L O G Y Project Site: 1470 Jackson Street New Suffolk, NY 11956 Whole House Mechanical Ventilation System What You Need to Know: The NYS building code(R303.4)requires whole house mechanical ventilation in all new homes. New homes are designed to be as air tight as possible in order to conserve energy. Because of this,it's possible for the home to become stale and unhealthy when windows and doors are kept closed for long periods of time. The whole house mechanical ventilation system is designed to provide the minimum amount of safe and clean breathing air for occupants during those periods.Since the fan is not affected by wind,drafts,or stack effect,the maximum amount of energy savings is possible while still having a safe home through the use of mechanical ventilation. Your home has 8 bathrooms that are equipped with Lutron programmable timers on the exhaust fans. In order to ensure adequate fresh air and ventilation to meet minimum code requirements,installed timers need to be set to run as noted below. 18 min per hour y or A �7 hours per day µ . 't D MCIE owl U M AY - 8 2024 'd DN`vj 'eV rM b NEW YORK,Sri BUILDING T E C H N O L O G`• GROUP Affidavit Of 2020 NYECCC Compliance Date: 6/30/2023 Inspection Address: 1470 Jackson Street New Suffolk, NY 11956 This is to Certify that on 6/30/2023 the above address has been tested in accordance with the provisions of the 2020 ECCC of New York State Building Standards and Codes: 402.4.1.2 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: 6729 Blower Door Test Result: 20206 Conditioned Volume: 1 78768 1 Leakage in ACH50: 1.54 402.4.1.2 2020 ECCC Compliance: PASS 403.2.2 Duct Sealing: (Duct Blaster Test)The Building duct and plenum system has been tested by post construction test in accordance with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE 152, and meets the minimum requirement of:<4 cfm25pa per 100 Ft2 of conditioned floor area. System 1: Bsmt x2 Leakage CFM@25: Exempt Supply R-value: 4.2 Return R-value 4.2 System 2: Bsmt x2 Leakage CFM@25: Exempt Supply R-value: 4.2 Return R-value 4.2 System 3: 2nd Flr Leakage CFM@25: Exempt Supply R-value: 4.2 Return R-value 4.2 Total Combined Leakage: Exempt CFM@25 Leakage Limit: 269.16 CFM@25 EXCEPTION-All ductwork and air handler is located within the building thermal envelope 403.3.3 2 2020 ECCC Compliance: PASS Mechanical Ventilation: As Tested: 127 Required: 1 127 IM1507 Compliance I Pass Combustion Safety Testing: I See Attached Report Insulation and Thermal Bypass: Not Inspected HERS QA Provider: Signature of Certified RESNET HERS Rater: Performance Systems Development 124 Brindley Street,Ithaca NY 14850 Provider ID#:1998-072 ccarella Certl ication 3587347 607-277-6240 Notice of independent Status.As per the requirements the 2020 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:631495 0289 Fax:631509 4538 Email: NYBTGTB@gmail.com New York Building Technology Group 159 Rt.25A,Bldg.1 Suite B NEW YO R K ® � BUILDING Miller Place,NY 11953 ® I TECHN GROUP o L G c r Tel.(631)495-0289 Fax(631)389-2808 Combustion Safety Testing Form Certified Home Address: 1470 Jackson Street City: New Suffolk Multi-Unit Bldg ID: Multi-Unit Unit ID: Builder Name: Seifert Construction Builder Tracking#: Combustion Appliance Zone(CAZ)# 1 of 1 Location of this CAZ: Insulated Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 06/30/2023 Outdoors Temp During Test: 77 OF CAZ Depressurization ( ote:Net Change=Test Pressure-Base Pressure) Base Pressure: NA pa. CAZ Ambient CO: NA PPM Test Pressure: NA pa. Appliances/Fireplace Simulated for Test?Yes No X Net Change: 0 pa. If Yes,Total CFM Simulated (explain in notes) NOTES: [ffeating System Primary_Yes x No pe:Furnace Boiler x Heat Pump Other 1 [�enting3x�e3 Draft Spi IWE Spillage CO CO Efficiency Fuel Type1 Pascal (Worst Case (Natural) orst Case (Natural) al Rating:92.5 AFUE N X P O E N V M S X NA Pa. Pass X Fail Pass X Fail NA PPM NA PPM Primary_Yes x —Type. Standard Tank_Indirect x Tankless_ Size:at.s Style4 Common Vent❑ Water Heater No— Instantaneous_Commercial_(See Note S helow) (Gallons) Stand Alone 12 E tcie cxs Fuel ['enting 7ype3 Draft Sage SpIN-0ge CO CO Pascal (Worst Case (Natural) (Worst Case atural EF: .85 N X P O E N M S X NA Pa. Pass X Fail Pass X Fail I NA PPM NA PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes x No_ Oven CO 49 PPM Ambient CO(During Oven CO Testing) 1 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal ZFuel e: N=Natural Gas P=Propane O=Oil E=Electric 3 venting Type: N=Natural/Atmospheric V=Natural/Atmospheric PLUS Vent Damper M=Mechanically Assisted S=Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances re fardless of Venting Type,if the exhaust vent is accessible. 4Water Heater Style., Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) SWater Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE. If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Tom Baccarella Rater Number: 3587347 Rater Signature: w Date: Jun 30, 2023 Ih brm 90106 01CST Form 2011 FOR 2011 USE ONLY Corresponds to BHl -2011 Envelope Leakage Test Testing Company: Technician: Name: New York Building Technology Group Name: Netaniah Kingston Address: 159 Rt 25a Credentials: RFIN XSQIV5 West Bldg Suite B Email: netaniah@nybtg.com. Miller Place, NY 11764 Phone: 6314950289 www.nybtg.com Building Information: Customer Information: Project ID: 1470 Jackson Street Name: Address: 1470 Jackson Street Address: Mattituck, New York 11952 Geo-Tag Data: Latitude:40.989599 Longitude:-72.475990 Ti mesta m p: 2023-06-30 11:49:30 Measured Leakage: 1.60 ACH50 Leakage Target: 3.00 ACH50 Compliance with Leakage Target: Pass Test ID: Multipoint Purpose of Test: IECC 12/15 Env. Leakage Measured CFM50: 2,020.6 (+/-0.4%) Effective Leakage Area: 107.1 in Building Volume: 75,591.0 ft3 Enclosure Surface Area: 0.0 ft2 Coefficient(C): 150.2 (+/-3.0%) Exponent (n): 0.664(+/-0.008) Correlation Coefficient: 0.99992 Test Standard: ASTM E779 (single mode) Test Mode: Depressurize Test Characteristics: Pre Indoor Temp:75 OF Post Indoor Temp: 75 OF Pre Outdoor Temp:77 OF Post Outdoor Temp: 77 OF Altitude: 0.0 ft Time Average Period: 10 seconds Test Date and Time: 2023-06-3011:50:47 3000- Depressurize 2000 y ty { CU 800- 700 ,—- -- ------ --- ---;- • a 600•--�� 500 ca 400- - I 300 4 5 6 7 8 910 20 30 40 50 60 70 Building Pressure(Pa) Envelope Leakage Test Test Readings: Target(Pa), Bldg(Pa), Adj BIdg_(Pa). Fan (Pa), Flow(cfm). Config Baseline 0.6 -60.0 -60.6 -61.0 -163.6 2,282.1 Ring A -54.0 -53.0 -53.4 -138.7 2,105.2 Ring A -48.0 -47.1 -47.5 -116.3 1,931.8 Ring A -42.0 -41.1 -41.5 -96.5 1,764.0 Ring A -36.0 -34.5 -34.9 -76.1 1,571.3 Ring A -30.0 -29.1 -29.5 -61.4 1,414.8 Ring A -24.0 -22.6 -23.0 -43.3 1,193.0 Ring A -18.0 -17.2 -17.6 -30.2 1,001.9 Ring A Baseline 0.2 Test Equipment: Flow Device: Model 3 110V Fan Pressure Gauge: DG1000 Serial #: 6102 Calibration Date: 2020-07-27 Deviations from Standard: • None Comments: None Report by TEC Auto Test 1.9.4 (1),© 2023 The Energy Conservatory, Inc. Page 2 of 2 DRE C E 0 V E J U L 3 1 2024 Building Department Town of Southold _0ELTA Ell -' on �irurltlur►. .M .. V FR E� ,jV,VOLK COU, .J y A 4 AUTHORt�� 4060 Sunrise Highway,Oakdale, New York 11769-0901 January 7, 2021 scifel-tbuilders@gi-naii.com RE: 1470 JACKSON ST.NEW SUFFOLK To Whom It May Concern: On January 7, 2021, our representative confirmed that the water services were physically disconnected at the above referenced location. Please advise your contractor that care should be taken not to damage the existing vault and /or curb box, as the cost of any repairs would be billed to the premise and no service initiated until the balance is paid. Sincerely, 'ok l � Lisa Cetta New Construction Manager LC/db LONG :AJ ISLAND 12/29/2020 DAVID LEVI C/O SEIFERT BUILDERS Service To: PO BOX 1407 1470 JACKSON AV MATTITUCK NY 11952,NY 11952 NEW SUFFOLK,NY 11956 Customer Project#:900000123330 Dear DAVID LEVI C/O SEIFERT BUILDERS: This is to advise you that the PSEG-LI electric facilities at the above referenced location have been disconnected and removed off the building structure that is located on the property. Please note that there may still be PSEG LI facilities located within the property boundaries and that NYS law(NYCRR Part 753)requires all contractors to call for a utility locate(NY 811)prior to performing any ground excavation or regrade activity. The call to the 811 Call Center must be done at least 2 business days prior to the start of the work and confirmation of utility marks having been identified must be received from all the facility owners prior to any site work. You must also contact National Grid at 631-348-6150 to procure a letter of demolition associated with natural gas service,whether or not your home or business uses natural gas. If you have any questions regarding the above,please contact Building&Renovation Services at 1-844-341-6378 or via email at BRSLI@PSEG.com. Very truly yours, Katherine Gianelli Building&Renovation Services PSEG-LI FOUNDATION(IST) PLUAMING INSULATION STATE'ENERGY CODE ®s� �101�j MINE rw ' • 1 _III _ - ' , _ " �� f[ i� �� • � /. Lam..•. s V ADDInONAL COMMENT 1i I , 1101" ,fill'.I mo r�eRFAMA � _ f a `o�suF�nc,rco TOWN OF SOUTHOL-D—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O.Box 1-179 Southold,-NY 1-1971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 hgps:%/wwW.southoldtownny.gov Date Received_ :APPLICATION FOR BUILDING PERMIT , For Office Use.Only ~ �� `� -. � 0I jj PERMIT NO. � Building Ispe n ' 'r: "' f _..._ _ JAN - 6 2021 Applications and'%rms must be filled out in their entiirety:.lncomplete. T applieatioris will.'notbe,accepted. Where the Applicant is:not the-owner,an �. °Owner's Authorization;form(Page 2)sh`all be,completed. Date: AWNER(S}OF;;PROPERTY Name: pw� t cts'1SCTM#1000- Project Address: ly7 0 5d� /� ��•[•(o11L, NY f l4S�o Phone#: . Email: ._ -7c2k-a7 S -.fy 0—. c5 Mailing Address: (ok •5 .e- Sk-- Py . at W Y 100 Iq `CONTACT PERSON: Name: Mailing Address: 11�Ir0 . Ql\ ,, H,Ie. �• �� `� a 7 M +,61 Phone#: (�3 L- F31 --7.5d 7 Email: S�i.tc�k�vi��•c rS© r�`.�►� . (br'► DESIGN PROFESSIONAL INFORMATION: A Name: /-ff�M V 0 0 os i Q�kz� ,`�`c��C-o��• �}�c��-�Sv�- - Mailing Address: 3 d�7 �jr ia N Y 1143a Phone#: 6 3)- s3 7- loop Email: a-AayV\ _6k4 zLMaLo i c�— arb�.A�crtvre- c -CONTRACTOR INFORMATION:, Name:Mailing- dress: -0 bla ,,c. {�•O 1 yv7 c'L. :114I-o'Z Phone#: Email: Sct-�tr� �vl.�acrs�0 . I►" cco DESCRIPTION OF PROROSED CQNSTRUCTIONr,...' - , ,,,.. XNew Structure ❑Addition []Alteration ❑Repair MDemolition Estimated Cost of Project: ❑Other $ 3, 000,oho Will the lot be:re-graded? ❑Yes XNo Will eiccess fill be removed from premises? 11 Yes %No i r� PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any cove ants and restrictions with respect to this property? I Yes ❑No IF YES, PROVIDE A COPY. Che&,Box After Reading: The owner/contractor/d6ign professional is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. 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,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 author aed inspectors an premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the Newyork State Penal Law. Application Submitted By(pr' am O SEI fe,#—f R�Author)zed Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) (' SS: COUNTY OF, -Ppo l << ) �(LI� S,<( F;i�- 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 aut orized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of J0-X"-Ua-fLj ,20 Nota Public LYNDSEY BARKER NOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION No. 01 BA6156676 Qualified in Suffolk County Q� (Where the applicant is not the owner) Commission Expires November 27,20 A &em 1470 1"uOresiding at 1`i�� LLL- do hereby authorize �re� St�4cr� d 54}- 3u� to apply on my behalf to the Town of Southold Building Department for approval as described herein. 1470 Li w e s Signature Date Print Owner's Name 2 Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) ,a. LZ(_ �"�`� +5essic4 Le") I, 1,ti7o 3`�`S°^ residing at 6 S k x,l/ky.NY I av1 q (Print property owner's name) (Mailing-Address) r ra Sci }' a do hereby authorize arol,. "L_,-V (Agent) to apply on my behalf to the Southold Building Department. I—' (Owner' xgna e) (Date) (Print Owner's Name), :F• 1 'S • ,�•�'{ �`fir, ' � ,ss��,� ;¢i' fau= F'tv` ✓-� `91"�.;�.. �' ��.,., T ,' • �,.,,." .. :t :, � J `,v . ,�:.:. LE �. ;.ny; .�fJ✓,�g' nq.:.�... :r rat L .6 r T:is: .k'L"'',.Tr'ttP Ala'tC '•r`ri.-im.1i��1�1?.T4PLll�'°f}.i' C^. .e 'T„7'3C'...^.'3'..SL: .1C4._7:7L'(;....._.. »__._ _—-----_---- -Yv'SSR'.S'3..?t.___t':1s tf_x.L�7:3k Ar. n ��.e'S1'3bRXtir�P+ bon ',t##LM1•._.n'vi�a..1S".C'~_ "x .�\ BOARD OF SOUTHOLD TOWN TRUSTEES ,��• - SOUTHOLD,NEW YORK - PERMIT NO.9768 DATE: NOVEMBER 18,2020 ISSUED TO: _1470 JACKSON ST..LLC IN q PROPERTY ADDRESS: _1.470 JACKSON STREET,NEW SUFFOLK y SCTM#1000-117-10-11 1' i ,_. „ AUTHORIZATION r % 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 November 18,2020, and in consideration of application fee in the sum of 25 00 aid b 1470 Jackson St.. LLC and subject to the � PP � �� P Y J --' ' Terms and Conditions as stated in the Resolution the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to demolish existing two-story dwelling and decks,and remove existing septic system located less than 100 feet from top of bank;construct more than 100 feet from wetlands but within 100 . feet of top of bank a raised 201x40'swimming pool,925sq.ft.of uncovered pool deck with steps 0 , "- ; " t (approximately 484sq.ft.of deck situated within 100 feet of top of bank;approximately 441sq.ft.of deck t ' and new two-story,single-family dwelling with UA sanitary system located more than 100 feet from top of bank),planters raised with.2511 wide,3011 high(max.)Borten steel edging,and a portion of 51 wide i C stone landscape steps;install 4' high pool enclosure fencing,+3'wide pervious gravel path,12'wide ':'' landscape steps,and three(3)+18"high,+82' long terraces using 0.25"wide corten steel edging; ' establish hedge and other landscape plantings;establish and perpetually maintain a 10'—15'wide non- <, turf buffer landward of top of bank;and re-grade between proposed deck and landward limit of proposed non-turf buffer to modestly reduce existing slope to bank; and as depicted on the site plan prepared by Araiys Design Landscape Architecture,dated April 22,2020,and stamped approved on November 18,2020. - l ? IN WITNESS WIEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these J NN ry a presents to be stibscribed by a majority of the said Board as of the 18a'day of November,2020. ,a r { Qc�I�FFOZ f R^'rf„ "..u..fi:- hsiPAaa• S' stt3�&.Yrmcta'* -_r �tGC[7Ti,?i.T�tr yk '� '2..�i1°' S dF"R» •s" �•dfy �`.y "'$ ,a.�^'.:°F.�' ��i�.'Eti!/' � V r ��-�>.r-� Glenn Goldsmith, President ®F S17 Town Hall Annex A. Nicholas Krupski,Vice President ,`®� ®�� 54375 Route 25 P.O.Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly epa Telephone•(631) 765-1892w•--- Elizabeth Peeples ® �O Fax(631) 765-6641 o REEVE id BOARD OF TOWN TRUSTEES J U L ?_ 9 2024 TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE BUILDING DEPT. TOWN ➢FSOUTHOI,=' #2160 C Date: July 24,2024 THIS CERTIFIES that the demolition of the existing two-story dwelling and decks,and removal of existing septic system located less than 100 feet from top of bank, construction of more than 100 feet from wetlands but within 100 feet of top of bank a raised 20'x40'swimmingpool 925sq ft of uncovered pool deck with steps (approximately 484sq ft of deck situated within 100 feet of top of bank;approximately 441sq ft. of deck and new two-story,single-family dwelling with I/A sanitary system located more than 100 feet from top of bank),wooden raised planters and a portion of 5'wide stone landscape steps; installation of 24"high raised planter on west side of swimming pool, installation of 4'high pool enclosure fencing +3'wide pervious gravel path 12'wide.landscape steps andthree(3)+18"high +8T long wood terraces;establishment of hedge and other landscape plantings; establishment and perpetual maintenance of a 10'- 15'wide non-turf buffer landward of top of bank,•and re-grading between proposed deck and landward limit of proposed non-turf buffer to modestly reduce existing_slope to bank_; removal of all non-Dark Sky compliant lighting all lighting seaward of fence and within the buffer area;all Dark Sky compliant landscaping light landward of fence to remain, At 1470 Jackson Street,New Suffolk. Suffolk County Tax Map#1000-117-10-11 Conforms to the application for a Trustees Permit heretofore filed in this office Dated September 25,2020 pursuant to which Trustees Wetland Permit#9768 Dated November 18,2020,and Amended July 17,2024,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition of the existing two-story dwelling and decks and removal of existing septic system located less than 100 feet from top of bank,•construction of more than 100 feet from wetlands but within 100 feet of top of bank a-raised 20'x40'swimmingpool 925sq.ft.of uncovered pool deck with sieps(approximated 484sq ft of deck situated within 100 feet of top of bank,•approximately 441sq ft ofdeck and new two-story, le sin g family dwelling with I/A sanitary system located more than 100 feet from top of bank) wooden raised planters and a portion of 5'wide stone landscape,steps`installation of 24"high raised planter on west side of swimming pool:installation of 4'high pool enclosure fencing,+3'wide pervious gravel path 12'wide landsc pe steps and three(3)+18"high +82'long wood terraces,•establishment of hedge and other landscape plantings.establishment and perpetual maintenance of a 10'- 15'wide non-turf buffer landward of top of bank,•and re-grading between proposed deck and landward limit of proposed non-turf buffer to modestly reduce existing slope to bank,•removal of all non-Dark Sky compliant lighting all lighting seaward of fence and within the buffer area;all Dark Sky compliant landscaping light landward.of fence to remain. The certificate is issued to 1470 Jackson Street LLC owners of the aforesaid property. a Authorized SYgnature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region'I SUNY;4:Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-0365 1 F:(631)444-0360 www,dec.ny.gov TIDAL WETLAND LETTER OF NON-JURISDICTION November 23, 2020 1470 JACKSON ST. LLC C/O DAVID &JESSICA LEVI ( � ! :1 r i 68 JANE ST APT 2E NEW YORK, NY 10014 JAN 1 1 2021 Re. 1470 JACKSON ST. LLC 1470 Jackson St SCTM# 1000-117-10-11 �'�' New Suffolk, NY 11956 t .•C�4��.,�x� its .2'l'�✓.,..+%:� DEC ID: 1-4738-01319/00006 Dear Applicant: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: 5 The portion of the referenced property, landward of the 'top of bank' line, as shown on the survey by John Minto, L. S., dated October 22, 2019 and last revised May 29, 2020, is beyond Article 25 (Tidal Wetland)jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661), no permit is required under the Tidal Wetlands Act to conduct regulated activities landward of that line. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetland jurisdictional boundaries, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundaries and your project (i.e. a 15' to 20' wide construction area) and/or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Sincerely, &M-11;i—S, - - °.. Laura F. Star Regional Permit Administrator CC' En-Consultants BMHP-TW File f-31EWYORK Department of 611,Mit. f(p1Y+41�f1111Y Environmental --- 'r- Conservation 9 p BUILDING DEPARTMENT- Electrical Inspector �O Gyp TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 'x Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr@southoldtownny.gov seand(&southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: /�- Company Name: &ZJ S Name: e. License No.: 0$39 email: a y% nfc4 v, Corn., Address: a W4-v(— I g s a r Phone No.: (p31-ag8' MI5 JOB SITE INFORMATION (AII Information Required) Name: ) q '?d ��kSca� 3tr-ee-f- 1--LC. Address: � c k-Svn Cross Street: , Phone No.: Bldg.Permit#: 202 email: Tax Map District: 1000 Section- Block: j 0 Lot: I I BRIEF DESCRIPTION OF WORK (Please Print Clearly) he-id Aan,e , p00 I Circle All That Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: E / NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: C Q _A #Meters_� Old Meter# - ew Servic - Fire Reconnect.-Flood Reconnect-Service Reconnected- ndergro-- -Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT_ DUE WITH-APPLICATION Request for Inspection FormAs �o��SUffO(,�coG y� BUILDING DEPARTMENT-Electrical Inspector W„ = TOWN OF SOUTHOLD 1 Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 o*A4( Telephone (631) 765-1802-FAX(631) 765-9502 Temporary Certificate # Date 2021 Customer Name % p _J aN L r✓C— Electrician Name 7 S g l Address,•;lf'10 0_tj g' Phone — 14 er S e-mail e-mail it „ G0 i>,^, Phone License# L48 Size A Phase Overhead Underground 7�n #of Meters Remarks , #of Underground Laterals 1 2 New "H" Frame or Pole P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#F Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date above. Authorized by ��p�gQFfO(,��OGy BUILDING DEPARTMENT-Electrical Inspector 00 TOWN OF SOUTHOLD o _ Town Hall-Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 4,, �.ap! Telephone (631) 765-1802-FAX(631)765-9502 Temporary Certificate # Date r3 /0 2021 Customer Name .f/a-�0 Electrician Name � r Address f 970 jteyaov S-rAIFAI Phone y S� e-mail e-mail �T N-;A-I ,go AA Phone License# Size 7—GQ A Phase Overhead Underground #of Meters Remarks _ ` 1f11114P §ITV(G�i #of Underground Laterals 1 2 New 340 "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood.Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,.the town will conduct a premises inspection of the service equipment. This verification' a Is from date above. Authorized by � i �1`yfFUt `� BUILD1�11G DEPARTMENT--Electrical Inspector. 'TOWN NOF SO UTHOLD _ .. Town Hall Annex - 5437.5.Main ,Road,-.PO Box' 1179 , too *► , Southold,-New York 1'1:971 v09.59 aye apt 1 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrasoutholdtownny.gov sea ndasoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION Date: ELECTRICIAN INFORMATION (All Information Required) �Af Company 1Name: J�c- -r';,L ..(.:( C Name: -Sal ? r License"No.: email: r is „ i� $3� m c�c, a r t. r1 rG+V:.Co m Address: field Ma W+uc K V 11 R 5 a ,a Phone No.: (p 31-a.c)a- G 4 5 JOB SITE INFORMATION (AII Information Required) Name: I y �0 mac l�s ,-, Sfir�ef-` L C Address: c,1LSv AOL 5 Cross Street: ` , Y Phone No.: Bldg.Permit q q r70q email: 1 Tax Map District: 1000 Section;_.. Block: .__ j 0 BRIEF DESCRIPTION OF WORK (Please Print Clearly) I 0 Circle All ThatApply: I S,'job ready.for inspection?: ' YES 1 NO Rough In Final Do you need a.Temp Certificate?: ES / NO Issued On V-m Temp Information' (All information required) Service Size•1 Ph 3 Ph Size: UQ A #Meters _ Old Meter# ew Servic - Fire Reconnect- Flood Reconnect- Service Reconnected=' ndergroun - Overhead Y # Underground Laterals 1 2 LH Frame Pole Work done on Service? Y N x Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection FormAs PERMIT# d ll S Switches + Outlets GFI's I � 1 Surface Sconces �'- 49 f H� l uC i_ts Fans Fridge;' HCN r. Exhaus Oven WADE Smokes / DW Mini. 'Carbon - Micro Generator Combo ' Co6ktop Transfer` AC AH Hood Service Amps' Have' Used Special �' L -� ° ��j L S- Comments vi, w� .G.. LAI,- dt 121 Aa ok 4. pF SOUIyO 4;( ' ®� c # TOWN OF SOUTHOLD BUILDING DEPT. °��courm 7654 802 INSPECTION [ ] :FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ . ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & !CHIMNEY [ j FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: t(-T� Z &AWAfeL n DATE INSPECTOR f f BUILDING DEPARTMENT- Electrical Inspector f CS TOWN OF SOUTHOLD �4 Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 1 � rogerr(c)-southoldtownny.gov - seandCc southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑1 request an email copy of.Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Address: Q &C Son- c� . Cross Street: Phone No.: Bldg.Permit #: qq394P email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: 4.. Is job ready for inspection?- ❑ YES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on-Service? 0 Y N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT 4 Address: Switches Outlets G F I's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service Amps Have Used Special: Comments + 11� >�a�� 0 1 D � na r Soo 1 s ARAiys D E S I G N SITE PLANNERS LANDSCAPE ARCHITECTURE DEVELOPMENT STRATEGISTS AGAWAM STUDIO 38 NUGENT STREET,SUITE B T 631-283-1131 I F 631=283-6677 SOUTHAMPTON,NY 11968 TRANSMITTAL LETTER Date: 2021/01/04 Project: 1470 JACKSON STREET LLC 1470 JACKSON ST NEW SUFFOLK NY 11956 S.C.T.M. #:.1000-117-10-I1 To: Blaze Makoid Architecture Attn.Kyle McArdle PO Box 436 Sagaponack, NY 11962 Enclosed please find the following: 1. (4)Four copies of sheet L-4.1 SWIMMING POOL PLAN; dated 04/22/20; last revised 01104121 2. (4) Four copies of sheet L-4.2 SWIMMING POOL SECTIONS; dated 04/22/20; last revised 01104121 Comments: If you have any questions or comments feel free to contact our office. Thank you. Sent by: Daria Szalinska Senior Intern Landscape Architect AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS I NFO@ARAIYSDESIGN.COM UNAUTHORIZED ALTERATION OR ADDITION CAMPBELL FOUNDRY No. 1009 LOCATE IMPROVEMENTS ON TO THIS SURVEY IS A VIOLATION OF REINFORCED PRECAST FRAME AND COVER DRAWN BY JM CHECKED BY JM SECTION 7209 OF THE NEW YORK STATE CHIMNEY(AS REQUIRED) (OR GRATE AS REQUIRED) ADJOINING PARCELS 05129120 EDUCATION LAW. RESIDENCE USES REVISED JUNE f8,2020 W FILE DATE: OCTOBER 2019 COPIES OF THIS SURVEY MAP NOT BEARING REVISEDAUGUST3 2020 19\JACKSON THE LAND SURVEYOR'S INKED SEAL OR r DRAWING NO: _ _ EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. MIN. 2 FINISHED(GRADE PUBLIC WATER -- RESIDENCE USES REVISED AUGUST 24,2020 COURSES SOLD PRECAST WELL WATER AREA - '�l4,7Z3 50.FT. ONARATOEES THE'NPE'CATED HEREON RSON FOR WHOMHALL RUN THE SURVEY REINFORCED DOME - __-_ - IS PREPARED, AND ON HIS BEHALF TO THE f.03 ACRES TITLE COMPANY, GOVERNMENTAL AGENCY AND AkSoN S� LENDING INSTITUTION LISTED HEREON, AND � j TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. GUARANTEES ARE NOT TRANSFERABLE. �tll v o o e e o e o o xJ272 -� x 32.47 Note: ALL SUBSURFACE STRUCTURES; FILTER 222 _-32 x J1.65 WATER SUPPLY, SANITARY SYSTEMS, J e e o e e A e e e FABRIC t 31.21 19♦ 147 asphalt Pavement ntJ16--y �\_J2Q4 x J217 DRAINAGE, DRYWELLS AND UTILITIES, I' -' JI.06 edge of pavement I AND OR DATA OBTAINED FROM OTHERS. o J1.Il SHOWN ARE FROM FIELD OBSERVATIONS 3'MIN. "-------___..._______------ -_---- 3?89 gravel '� Z COLLAR TO BE O J1.44 �� \S•8 0 11 3l�fmme curb -- 31.4J 3I.44 THE EXISTENCE OF RIGHTS OF WAY Q Q PRECAST STORM DRAIN RINGS GRA V£L OR v R 2 ❑®CM � 2M ��EM®D CRUSHED STONE rz ? o post&roil/ence 1 on-line N O1Q � �x _ � � f fence car. AND/OR EASEMENTS OF RECORD IF 3J .8'nce car. fOO.00 hs 0.6'W ANY, NOT SHOWN ARE NOT GUARANTEED. in ❑®®® ® = � 2=�1®®❑ MIN. 1 1/2'H 2 - o s's 1 � _ �-31 W ❑L Em® ® ® �� V�®®❑ JJ.75 I i �_ Mon. Premises known as: 33J8 / 30.J' fence end 0.9'W # 1470 JACKSON STREET 2'MlN ABOVE CONCRETE FOOTING 1 NOTES 1I� 1 SW r GROUNDWATER 1. TYPE "7"POOLS HEIGHT AND WIDTH OF SECTIONS AS I I Vm N BARN 8:10, OR 12'D/A REQUIRED, INCL. REINFORCED DOME, CONC. FOOTING AND Q e JJ42 I I J� �� I RESIDENCE USES /FF��4\� patio PUBLIC WATER 2JI.57� I- SEE STRUCTURE SCHED I MANHOLE COVER 61d.car 1 I' 2. MINIMUM OF 10'BETWEEN POOLS 9 BACKF/LL MATERIAL TO BE o o t / / I 30.3' 11'W J2.20 'II ✓I- CLEAN SAND AND GRAVEL =Tt 3 ALL POOLS UNDER PAVEMENT TO HAVE SURFACE $ o I J1 / ' --roof leaders 31.67 I_ REMOVE ALL CLAY AS REQUIRED ALONG BUILDING ACCESS. AS REQUIRED 4. TENNIS COURT J419 ALL OTHER LEACHING POOLS TO HAVE POS/TINE 4.0I 1 JJ 60 / � -7 i SURFACE ACCESS. f- LOCATION / J ' +J0.5 Dr 5. ANY DRAINAGE STRUCTURES INSTALLED WITHIN R.O.W. SHALL A J i ` f +J°•5 \ R SIDL%CF - UNDERLYING SA AID MAX.D AND GRAVEL STRATA BE 10 8 AND SHALL INCORPORATE F0077NG RING - 20/ / / \ / 15 ❑ LEACHING BASIN ,4 6. FILTER FABRIC REQUIRED / A L (30'x 30� AC !// " 19 / , \ I PROP.SPORT COURT ALLOWABLE LOT COVERAGE 2.81 JO patio BASED ON TOWN-DEFINED BUILDABLE LAND ITEM 100 N.T.S.TYPE 1 \1 1 +� J0.?J L< I \\ I \ Area 4 LOT AREA 44,723 SQ.FT. - IM drain L,U JJ.7s u,?1 ' --� \\ R=jaI I TOWN-DEFINED CAMPBELL FOUNDRY No. 1009 O I I \\ II �\ 41,336 SQ.FT. REINFORCED PRECAST FRAME AND COVER ® N \ _ CHIMNEY(AS REQUIRED) (OR GRATE AS REQUIRED) o -k '� z \ \ , \ I POOL BUILDABLE LAND O w proposed \ I \ +- OR M/N 2 COURSES 4y \ conlours Jl \ \ p I LOCATION OF BRICK REINFORCED o 34.16 ' \ , � ' 00 ALLOWED TOTAL 8,267 SQ.FT. CONCRETE SLAB .� 3377 ? f �2 I 0 FINISHED GRADE \ I , ; I o O LOT COVERAGE (20/Q) 41,336 0.20 _ NOTFS- -1Ti �- 1. TYPE 7"POOLS HEIGHT AND WIDTV OF SECTIONS AS \ V ,\ I_ REQUIRED, INCLUDING CONCRETE FOOTING, REINFORCED J4 I I4b J t CONCRETE SLAB AND MANHOLE COVER 3401 (WHEN BASIN IS SET TO FIN/SHED GRADE)Ln } ♦\ I o I I w -II= 2. MINIMUM OF 10'BETWEEN POOLS. HIGH I k o o e o 0 0 0 FILTER I�' J. ALL POOLS UNDER PAVEMENT TO HAVE SURFACE ANT J4.<SI ex �\ ' I w III I O VACANT LOT FABRIC I- ACCESS. FI=J4.6 _ P ,� /MP NOTE O O ROVFAAWS ti ti iN O ° o e e e e e o v e 4• ALL OTHER LEACHING POOLS TO HAVE I/E POSITIVE U $g' I �'`/ \ SEA' I I I SHOWNHA[FTpNF EXISTING L 0 T COVERAGE 4" SURFACE ACCESS. - SY I M �� = Q PRECAST STORM GRAIN RINGS 3'MlN 5 ANY DRAINAGE S7RUC7URES INSTALLED WITHIN R.O.W. SHALL I I J4 I 33 I TO RERFMOVFD = 2 a®®® ® m ® ®EM®D ;u BE 10 8 MAX. AND SHALL INCORPORATE F0077NG RING -- J4.81 I \ A 0. COLLAR TO BE 34,53 I \ I , o BASED ON TOWN-DEFINED BUILDABLE LAND U W 6. FILTER FABRIC REQUIRED CP \ ®® ® ® ® ®®®D GPAVEL OR z 3'� ' 34 EX'G DWELLING ROOF. COV.: 1 587 SQ.FT. �u ❑®®® ® ® C31 ®®®❑ CRU_�HEO S N 34 it CP \ \ - _ _ OEM[M mg EM MO MIN 1 1/2"e ``- p. J4.52 II J4.06 �I �2 Area 1 EXISTING BARN. ROOF. COV.: 2'MIN ABOVE CONCRETE FOOTING 1 V T426 l u J3 PRO JEp NFW area drain/roof agwell aY 965 SQ.FT. ---- R=31.5 EXISTING DECK & STAIRS: 118 SQ.FT. I\ / W�y I 1 4'PVC SOR J5. DRl 34.n o GROUNDWATER � V � � �/ ROOF(FgpL� SEE STRUCTURE SCHED � y •{54 � � _ � +J2.5 I �I i , CLEAN SAND AND GRAVEL Q VF Iv/ TH EXISTING SHED, (] SQ.FT. BACKFILL MATERIAL TO BE _ sARAGE GRA r L JJ67 r ;J I a77 JQ'r REMOVE ALL CLAY AS REQUIRED ALONG BUILDING tlTjt O w x SEP 33 I walk I I _ I it AS REQUIRED Tr � v DRIVEW y sn1 �.- 1 2 9r4el EXIG BEACHWALK PLATFORM _ 47 SQ.FT. O JJ.35 O I +31.4 25.2' Z curb JJ26 �J35 TOTAL: 2 814 SQ.FT. Q _�`TC=jj-- JJ/JI''I 6WRA� 32971.8' I I o _- --- -- UNDERLYING SAND AND GRAVEL STRATA - �. = BC=J3.0 J, u J3 I 47 CF'JJS 6.6' w +J3.a x 1 I � LEACHING POOL s �-J2.4 so"� peo#�ps !! ,' �, 115 LEACHING BASIN \1 0 ITEM too - TYPE 2 drain \� °p �`� Area 1�ti RY kFS/DFNCf \ , MTS _ RES/DFNCFUSES proposed#a; - TOTAL COVERAGE TW J2.0-Jo.00-30 ° y 30 PUB[/CWATrR 1?WJ0.5-16.529 + ' 51i _ -- ' AREA SP-1 : 07/30/20 slate looter � -�"" Are J DRAINAGE CALCULATIONS P 1J1 +J5 DECK -- picket fence • ' �"" gym +" ' PROPOSED DWELL INGDECKA AREA 3 PAT/0 10'W - RESIDENCE USES 3,534 SQ.FT. AR A f PUBLIC WATER ROOF COVERAGE: POOL BACK WASH +25 : '� ,\\- '�J9'x16f/� _, EXISTING BARN. ROOF. COV.: 965 SQ.FT. +14.5 +2 \ _ __DRI VEWAY AREA - sus septic tank 24 x +27. J 2e== IN CROPoo po 'w-28.0 PROPOSED POOL 684 SQ.FT. f£s50 X 2/f2 X f 00% = 309.33 CF USE f ONE Fs removed 0 nl�,,°_�L_3,•o 1� D RESIDENCE USES -- and abandoned properly " _� +27.0 \ �� g'P7.$-?s�8W=1i° \_ LEACHING POOL +14 NATURAL/TURF AREA f236 SQ.FT + 5 -=-' 26 pr°�°��° BW=270 -27 STEPS WELL WATER PROPOSED POOL DECK: 1006 SQ.FT. �� UNCOVERED O 11 x r>\ ` __ - Z6 PAT/0 �" PAT/0 f236 X 2/f2 X 0.35 = 72.09 CF \\.5 \ step, edlandscape _ -. ,� �?J\ � steps Q�tenoces\\ "�_\\ �_\ \ _T6 \` PROP. BIN ENCLOSURE: 34 SQ.FT. _ x ?o ��: �� PROP. SPORT COURT: 900 SQ.FT. TOTAL 380.42168.5 CF PER VF = 5.55 �� PAT/0 ,\\ ,--\ '\ USE f ONE f0' DM X�' DEEP fence ys _ --------_ fence TOTAL: 7,123 SQ.FT. LEACHING POOL POOL 19 IS AREA 2 AREA 4 TOP OF BANK ` O DRIVEWAY AREA - 2254 SQ.FT. SPORTS COW IN - 900 SQ.FT. fence end, �2D o MED 2254 X 2/12 X f00% = 375.66 CF T3ARN ROOF AREA = 735 SO.FT. =15_ deck _ __ _____-_ __- _= w, C� 14- - �.- -18- _ ti RR ties 13 11 RR ties ---_- -- 13- 14-15-16-1/- - S O NATURAL/TURF AREA = f72 SQ.FT. TOTAL f 635 X 2/f2 X f00% = 272.5 CF - "- frame _ FEMA ZONEX 172 X 2/f2 X 0.35 = fO.03 CF 272.5168.5 CF PER VF = 3.97 CF 10.8 8U[KNF,4D------>>---- - 8 lO.IJ Io.74 10.75 10.14 10.14 4.63 4.16 4.76 4.B6 r 1.1 5•04 yles 10.77 10.-5_, USE f ONE fO' DIA X 4' DEEP 10.76 FFMA LONE AE FL 6 FEET ''7 4.41 4.46 ROOF AREA = 3534 SO.FT. LEACHING POOL ''�_ = --B icH--- ------ -+ 3534 X 2/f2 = 589.0 CF ,3-__ --------- __ TOTAL 974.69168.5 CF PER VF = K 22 WATER USE 2 TWO fO' DIA X 8' DEEP 2 9 9.81 145T Q67 26.58' S80'12'33°W N75pJSg zl9 N7J�3gp S83'03'58"W 15.80' 1Y NZ�1�3J LEACHING POOLS piles N88'08'26"W 7SIj• ��eh�� TIE LINES ALONG HIGH WATER LINE N6A�SOgk 55�� bulkhead piles bulkhead 'Y'of NEB,� APR o,P� Survey/Site Plan of Property situated in the Village of y �* New Suffolk n �3 Q_ 1 , 49866 �� Town of Southold y 0. LAND SURVEYING sA O� Suffolk County, New York Mintoville@aol.com (GREAT PECONIC BAY _ Tax Map #1000- 117- 10- 11 SUBDIVISIONS ff TITLE & MORTGAGE SURVEYS Scale 1 - 30 October 22, 2019 TOPOGRAPHIC SURVEYS LAND PLANNERS GRAPHIC SCALE SITE PLANS 30 0 15 30 60 120 JOHN MINTO, L.S. PHONE: (631) 724-4-832 LICENSED PROFESSIONAL LAND SURVEYOR NEW YORK STATE LIC. NO. 49866 FAX: (631) 724-5455 ( IN FEET ) 93 SMITHTOWN BOULEVARD SMITHTOWN, N.Y. 11787 1 inch = 30 ft. 365 \ ¢ ° GENERAL NOTES: z \\ �� I Q0 0 1. THE DESIGN ENGINEER SHALL OBSERVE THE ` 3 OWTS PRIOR TO BAC:KFILL AND DURING SYSTEM ,0?. \ 0 STARTUP. ce MOPOSED :;• 2. THE OWTS INSTALLER SHALL HO-D WA\TER LINE y{j j i 'La ndro APPROPRIATE ENDORSEMENTS FROM SUFFOLK 34.53 m \ �\ '� .�j ,l '- Andrews COUNTY DEPARTMENT OF HEALTH AND SHALL BE AN 39.91 # o,l 8"C11 3 \ ' - -I -- E n i n e e r i n g AUTHORIZED INSTALLER. o i /� \ POINT e \ a, � i o rv..� FUTURE 3. THE OWTS INSTALLER SHALL REGISTER THE y a as ( = .bI D EXPANSION ONSITE TREATMENT SYSTEM WITH SUFFOLK COUNTY [ " ( a I � \ 158 County Rd. 39 DEPARTMENT OF HEALTH. THE ENGINEER OF RECORD ' /i Hp I Suite 10 t i P SHALL PROVIDE RECORD DOCUMENTS AS REQUIRED 34.81 (2) 8'Ox12' DE ,' �- � i;•`�. �;� � � EACHING PO LS Southampton, N.Y.11968 BY SCDH. ,34,53 ! ++ 34 4. AN EXECUTED OPERATION AND MAINTENANCE 34.r;5�K i �; y \ Office/Fax (631) 259-3959 CONTRACT BETWEEN THE MAINTENANCE PROVIDER m I Q 1 DISTibBUTIC�N AND THE PROPERTY OWNER SHALL BE PROVIDED TO 3t , d 3 a B© �34 Professional Sefi THE SCDH. 34.5 32 c 1 '.' s';'�i•�' 5. A GARBAGE GRINDER SHALL NOT BE INSTALLED J41 - 11 t�va L`a` . UPSTREAM OF THE OWTS. 9 1 HYDRO AC ION I �� ©�� 1 6. OWTS SHALL BE TESTED FOR WATER TIGHTNESS ++ 33 PRIOR TO ARRIVAL TO THE SITE USING A METHOD _ - ' \ + 111G{{ AN-1100 APPROVED BY THE MANUFACTURER. - -- \+; +325tj TO RECONNECT 7. ALL ELECTRICAL LINES FROM THE DWELLING TO 33gq m 34 \ fl � ,.'u GAS LINE ��t'THE CONTROL PANEL AND FROM THE CONTROL PANEL ° + /l��0 +HP TO THE JUNCTION BOX SHALL BE SEALED AND WATER gro v ++ X "A6 f RC TIGHT. drl VC o- ,•,;, ti � 32 8. CONTROL PANEL TO BE SET ON A PRECAST W � - CONCRETE PEDESTAL AND SET 2 INCHES ABOVE 3335 �F +334 LEAN OUT RESIDENCE USES n n GRADE TO PREVENT WATER INTRUSION. ;�0 m PUBLIC I NV " PROPOSED cur 1n WATER UU vv 9. OWTS SHALL BE LOCATED MINIMUM 3-0 FROM � � 33• ��f<Fe +� ' ONTROL PANEL RESIDENCE USES TO RECONNECT -x•. .. ; u 32g7 w WELL WATER THE DRIVEWAY. A 6 INCH HIGH PRECAST CURB SHALL rC 33.3 BE INSTALLED IN-BETWEEN THE THE DRIVEWAY AND ELECTRIC LINE F� .-38W ^ 42) - N trcncl7 THE OWTS IF 3 FEET SEPARATION CANNOT BE 3,3 +334 } MAINTAINED. 1C=3 q - 0 WATER MAIN IN ROW 10. NEW I/A OWT SYSTEM TO BE VENTED THROUGH DC-3j g i -- _� ''°31°Z J� 18 A C K S 0 N STREET 3 m '^ © #dtf? J I K E C.0 � � k ner PLUMBING, `� ~`_ _ © 1 X'z32- x xr.�s x,,, �s .�� NO HOUSE TRAP TO BE INSTALLED TC= j, n J �rar `�'°°�""' +�•� '-x x rrr S r w. w L-��_ .,. _. n l �A 31.it JrM Lu=31.0` w l._ rw. .,. . . j <, 3 84'00'0 ,: :. 1 QF E 100.00'"'-�° 0 ,r, s o��.«r AZ 0,6V W drain 30._w �£, � e �s ��, s2 � r- R=31.0 _ PARCEL INFORMATION: EXISTING " �' �\ . 30 i a? s\\1 1i JOS ft 4rxra°ew BUILDING TBR 3 aG f r U / 1.5 I�'J U) z r slate planter � c PROP.COV.IDECK:608 SO.FT i ''"' /�BARN--, 2T1.57' W v, SITUATE INC. VILLAGE OF NEW SUFFOLK 'B cw TOWN OF SOUTHOLD C .8 It I fir - --� i _- -L--- ILDING n J O SUFFOLK COUNTY, NEW YORK ® - ® ' 29 „x t i r O .. t. PROP.UNCOV. _ O ._.. ,, .;. DECK:992 SQ.FT N'T 7m, ► ' I O TAX MAP NO. 1000-'117-10-11 fence car° - I _ t ► t , " 1 x +31.0 r-,I 8 ► s \3 L.L r- TOTAL AREA: 44,723 SQ.FT. = 1.03 ACRE 2.OW k ' +33.5 �a� ► i t , LL SEPTIC TO �' I = U 28 5 �� r.� 7 � N tS ► ► � ' BE REMOVED rr 1��- .� PROPOSED "__7 28\ . _ -' J1°, �,.re ► I Q SITE PLAN BASED ON SURVEY PREPARED BY: 71l'-3000 t ► ' • , ' LL -_- iN GROUND POOL I ► _ r EL Lt6`-27.7t) W .921 � � � � � � O U � u ► JOHN MINTO, L.S. x� �'--� %.E.,. / o ► t J J LICENSED PROFESSIONAL LAND SURVEYOR X septic Conk vsJ=� , t� �` ► J J W U 93 SMITHTOWN BOULEVARD ~ '� o ^ I ; �\ ��\ I N\ w w w F- It W SMITHTOWN, N.Y. 11787 \ u�u d \ \ t w z � N.Y.S. LIC NO. 4986Ei PROPOSED SEPTIC PLAN ` o it \; L 0 w 3 PHONE (631) 724-4832 \ z I ��,��). T� i o z c� O N Surveyed: OCTOBER 22, 2019 2 20 a0 \ ,, 3'-4 \\\ 1 a o t 00 SCALE: 1" = 20' u f r� 1 urr iI 7 \ t K� W CL 5 Y VACANT LOT ELEVATIONS SHOWN ARE BASED ON USC AND GS DATUM (NAVD 1988) ,��\�` "°"� k. I �� PROPOSED z 7 V V , t �1 WATER LINE o o y NASf +34 ► 1 FUTURE Z� (/) ` x _ EXPANSION � SANITARY SYSTEM INFORMATION: „R) 4 '. 132 ► (2) 8'0x12' DEE Q OO TOTAL NUMBER OF 1EDROOMS : 8 BEDROOMS cn PROPOSED " k i LEACHING POOLS I/A SIZE REQUIRED: 880 GPD 0 TO RECONNECT _�J�+, _- f n~ , , t - r^ 2 L�. e #- 33 i DISTRIBUTION vJ LEACHING REQUIRED: 550 FT GAS LINE �, 34 „ BOX �- PROPOSED SEPTIC SYSTEM: _ W gravel t ++ a, 1 HYDRO-ACTION AN-1100 1100 GPD PROPOSED �_ + HYDRO ACTION ;1»?n„rlrfs 3�M ?f 'L; V I b r4.. n'fNe°,"(n�'n•Fe A R ,.1..Yv:J..« � Z ( ) ( ) ve d �, t32 AN-1100 fin;... ,� ;., :.:.4.,,.:.k, 2 8'-0"Q1 x 12'-0" DEEP LEACHING POOLS(602 FT PROPOSED) W ►- PROPOSED dri w ti x, (_ 0.;4 w' r;, ; i """ =`'"w w ( ) w TO RECONNECT- A�,,� o , '°:tcc _I 1 20" DISTRIBUTION BOX = ELECTRIC LINE �' O _ p V) N r- 4' 33 w tr4 Q O O w d _` LEAN OUT O R_ - �. zrtd 1 w ti - r 1 ONTROLPAN L �- N n 3 1y it-7F5 �....£ r� Q NOTE: W Q W V fn -EXISTING SEPTIC TO BE REMOVED. zo c� ;' ` _ f ,> / ",". ',;;, A -,!� nt �^ 1 �, + „ .�°^� '._^ v -NO WELLS WITHIN '150 OF SUBJECT PROPERTY z EXISTING;,s 30 -nI '= ,. ='--" "''�- ' �'Z�-l'!''-' ) T i'� Q �X\ UILDING TBR �:,..,i".: . G .; i. 0 �..• � LINE. ALL OTHER DWELLINGS IMPROVED AND J Z ` i6bP�" "°'==`°°'°°" i, w r: ' 0 9 O O SERVED BY PUBLIC WATER N and r W Q Q di ' r t -� �••., „ ...3t,...., ,Er @.J wcyvrrt,It .a1 , Qp /'� vipP°ntw 29 F'..°p�1•�.r•, �4 kE(:l FFt �.,"t i^'dS•° 1 1 1 tY a. _ hmrar.� •-. ..� +31.0 uan:mn "I t✓v..:_t: Edo�;g s:�l.-st,:rilL...;�. A lip _ V SEPTIC TC�°w \+33s, �, / -,za _J �w.... . ...v_.___-___�e__ W O 0 00 TEST HOLE DATA BE REMOVED .-. HG%W \ *-,um " �- O T DATE:5/11/2020 @ 9:30am ` a NV# 2zm O ""°�s.,t e°. °. RESIDENCE USES n- -r IvELL 0.0 WATER -DARK BROWN LOAM (OL) E: `\� j '»k 4 W 2 \ 1 0 -BROWN SILTY SANG (SM) __. sr L` cr SUS-olw, C: u�:T� I;wpArr�! e;T c; t»tr, T,r Sa,�:v \�1 �,�{ \�3� � m ] w �y t ry �'y +� }'�+•�� j1 Revisions 2.5' rnr 1 1 11 I\ 00l�O� �2 \ Z F':nmi l Fon. P41 1S r6 J�:t1� 0-, CONOTr UCT;ON A on A I � � , o Q No. Date Description r , -" ONIL' 1 k , �\ j 0 = w 8/4/2020 SCDHS NOI \ 1, Z O I p f,a °:M. . i J,0. �_01 J 3 -/--/- r «a tc�>of 6n (7) J 7 a 4 -PALE BROWN FINE TO MEDIUM rs "�* -- _ ---_ SAND (SP) r \ -~ - rs - f"c L I•":.': „7 0- C':; :,o^' °^ 777777777, FEMA ZO :`I::AFI iFFi OM 131, G d"t'' ,Ei'�' lr2OVIyL �* Designed By : PD bulkhead I'-;aia in,<gq ra`s -v Drawn By : .�L 5W .47 t0i5,w FEMA ZONE AE EL 6 FEE7 �.t ,aa 17 0 _ 4 . PD _.�.E.ACH ` � Checked y COMMENTS: NO GROUND WATER ENCOUNTERED -.� - - =I �,n --"»q HIGH WATER . - �fNE ,.:;...,^. rig ..•' ., : .....,, ,'l 9.81' Jisj• ' q !6T 26.58' Sg91233^N m McDonald Geoscience SBS�sa�v 1s.so' "�?�� t 1�f. S ��.�, ,.,•- a - Date : 5/14/2020 N88.08'2sw 7s w i , C v 1 5.»..... Box1000 pin >�EUNrsuoNc "�*ds•' � �� _.:...__,,.. a.:.^.,»:,.-. ' , Scale . NOTED Southold,N.Y. 11971 VIA LNE (631) 765-3677 °�Aepd k&Md mcdgeo@gmail.com PROPOSED SEPTIC PLAN 40 O 40 80C � SCALE: V =40' _ ELEVATIONS SHOWN ARE BASED ON USC AND GS DATUM (NAVD 1988) _Z GREAT P E C 0 N I C BAY----may Sheet# i SAFETY SCREENS ARE TO BE INSTALLED AT ALL MANHOLE COVERS WEIGHING LES THAN 60LBS. .3 POLAOK POLY-VENT UP-150 PRTYPE RE --- __ [r.J ant PARTRAL.ABS-PLV SECTION AA _ I (/ MATERIAL-AIR AIR FLOW"3300'M 3LOC/TIONS FOR 7PIPE PORTS 3 ' .`-� I �~ TO BE�ViOUT IF REQUIRED - DOMED SHAPE FOR -_ POI.YLOK 2!'FLAT CODER {'� MA%,MUM LOAD 9TPENGTN l f' - ( PART NOL-HDPE PLC CONTROL PANEL „wDkEfoR EAsv RE j 1J.25 y MATERIAL•HDPE Dimensions Specifications Performance Curves Tr- OF SAFETY K. L337.1 ute;n W/HP120 COMPRESSOR I )) 9 I ( 11 (I DI L� � } UnN:(inch -�Rated Loading Pressure kPa PSI =2.~- eon DETALfITs roLnoK �• B F12%Y HEX WASHER HEADSCREWS ae TYP. HP-150 HP-200 -5OHz -60Hz ,t'" REMOTE PART li o- SECTION A-A (1 - 3j .]Cd MATERIAL 302304 STAINLESS STEEL 18 RCS R-ET'O,PL ET60,OPLP TB0150 HP-150 (� I MR,ze li' -_---- [7i . (10.08 0.79 7.87 Rated Voltage V AC 11 /2 40 Ivm�nl cFM Andrews --- - - - e I-I •�•d - - POLYLOK AIR VEnr 1 Power Supply Frequen y Hz 50 60 50 60 e �+OJ SJ09 AlAR POLYLOK AIRPUMPMODELS - qp\1' + ) ( ) ( ) TOOT 0-120 20-2 3 20.0 2.90 [ 1 B 9 EI I MRTR21 02652 GCIr G.LVLd"4 ; �I'll- PART NO F:F11I 0.0 ��-.,M E r I n e e r i UI DDOB"RP ANP LL N•SMOOTH WALL I67./Cm7 PL ET 00,P 4:12 lDIV ]a10N 180.CS CORRUGATED ANO PISSED Fin (AIR%IMPS PRICED INDIVIDUALLY) MATERIAL-ABS Rated Loading Pressur kPa 20.0 COLOR-GREEN 9.0 CXM BEUSEDVnix EPDM FOAM GASKET OR W1Tx0UT 9CREv5 ! I � II N 250 \IX \ U" INSTALLED HERE l AIR FLOW MFA-1.1/SON. �' I Airflow Volume Lmin 150 200 g.0 ' MAXIMUM AIR FLCN.330 CFM /// POLYLOK 12x24 BASIN 874 Power Consumption W 125 155 210 250 E20 7.0 -25991N V PART NO.-300M128 (0.71) ( ) C I,�I¢¢II �� kl ��;\ --_ ,� MATERAL-HOPE �� Noise Level dBA 45 47 46 46 > 6'0 158 Count Rd. 39 TINT POLYLOK 24"SAFETY SCREEN :I I,E. I( 1 `\ °E � I 1 46 Weight kg 90 g Suite 10 t I J I"I CAPAGTY•3.3d CU.Fi. ® 1 o a 10 4.0 all. 1n IN PART NO.•3006SS __ \ zs szlN MATERIAL•HDPE `-PDLri01(VENT SCREENS �yQ.. ( ) I' MATERIAL-ALUMINUM �'4�T'�`w�," ( ) ( I 21 IN -IN 1 _ O O 551 433 2.0 ' ,IM 1 POLYLOKAIRPUMPBASIN ° / U� � Southampton, N.Y.11968 z.D t- PART N0.3008•APB �-� _ 1.0 50 0 10 20 30 40 5 0(kP.) Office/Fax (631) 259-3959 POLYLOK 24"HEAVY COVERPART NO 3008-HD / MATERIAL-HOPE \�-- 22zoINDR _-�� AN-1100PUMP DETAIL '° 2.° '° 40 SECTION ee 15915 ant - COLOR Pressure _ Professional Seal 1553[3.4 ant � I;_`n.. 24" LOCKING COVER - HDPE 24" SAFETY SCREEN - HDPE ® � REMOTE CONTROL PANEL & PUMPi`�,. L'`�� tis;p. ALL PUMPS TO BE HARDWIRED TO CONTROL PANEL. r 0) 2- IwW/caslmsm POWER all= Att-080917-1 VOLUME CALCULATIONS _ � -� -•�9: „s,_,�1 ors • Co-41 1 M' AK-080917P1 vs C®NN1EC']['dOP\T DIlACIf$AIvI 1 PAOE _ - --- 082 AN-1100 ,-- , L, �. PUMP PTITI S: N ' N V MOTOR 15.0 F.I.A. 0U1 W REQUIRED TORQUE FOR TERMINAL BLOCK SCREY/5 IS 16 In-lb.. 2 owA.m. 0 ��® C INPUT - a RECIRc. RAIM: o2Oa . • t5 Tank(AP1500) (Inches) PUMP 3/4HP O 115VN MOTOR 15.0 F.L.A. LR1-D4 16 PLC RIPLR Tank Diameter at Bottom: A 87.50 c C D Tzi/ ank Diameter at Top: B 88.00 N MPUoT"DPR ,a.D FLAIII By Tank Height: C 92.00 E _T c c E HIS, RUN Alto Outlet Discharge Heigh: D 80.00 1BCi�' F C1 LbLIP 14W 0115V ° MNE 5.4 F2_A NAM °TEST © e e75 IfChamferred (Inches) �}- �� ° 9' mre �' Diameter At Middle: E 0.00 I� •� s K LRi-01 M1 EN61E Pi N P1 N P1 N C1 N 1 2 3 4 5 6 It� Height of Section 1: F 0.00 R [.}-.•� 2 -0 PLC IIRUT PLC CONTROL PANEL �!7 2 lilLR1-02 E • WIhIP C 1Lletnr PLC MPUr 20 1O 1D 9/f t2 LO 12000MPRESSOR Cone(AP1000) (Inches) CS2 0)Cone Height: G 72.75 R PLC INPUT C Cone Dia.at Bottom: H 10.00 ®cnDN 3 D il - `R' 03 1O DOSE n PLC NPur Cone Diameter at Mid: 1 67.00 oDAAI+D ❑ ❑ Uj u 1 1 1 CD' 5 Cone Height Section ,R,t: J 55.25 H - SPRAY 6 PLc R,Pur 'g _ $ ❑ ll„ ---- L[00'_ } Cone Diameter at Top: K 67.00 t a w BLU W BLU W 8 O i `- NOTES:MUM PANEL DISCONNECT MUST BE PROVIDED BY INSTALLER. NOTES:MAIN PMEL R CONNECT MUST BE PROVIDED UY IMAM. ALL INFORMATION CONTAINED R4 THIS DRAWIHO 8 '�7 FLOW Ma F CALCULATIONS DASHED LINES INDICATE ITEW NOT CONTAINED M THE PANEL LASHED LINES NDICATE RIMS NOT CONTAINED M THE PANEL. CONFIDEMIAL AND PROPRIETARY TO SEPTIC PRODUCTS INC. Mi G_A Mwan RDI I _ Z � FIELD WR1110 MUST BE A MINIMUM OF WC COPPER WIRE I O FIELD PRESERVE MUST ON A MINIMUM RATING, OF BO'C COPPER ERETO f� CHANGES TOLERANCES DRAWN BY DATE I Tan (Inches) M PRESERVE ENVIRONMENTAL MEWA OF PANEL,USE FRANCS �� `Writ SAME u RAIM AS FITTINGS ��JJ DECIMALS C.BV RICK o5/n/n TERMINAL CONNECTIONS O O AND HUBS YITIFI SAME EMRONMFNTAL RATING AS ENCLOSURE. aertr.TA�.tosMa 0A'JnPauwmav+ A".so�,oe MATERIAL SPECIFICATION: Tank Ave.Diameter: F, $7.75 CHANGES tOLz2W4= DRAWN BY DATE CRWOEG TOLERANCES DRAWN m DATE D ,�.f1 w.xx wl,N SCHEMTIc.LLECIRICAL c O O Tank Ave.Radius: F2 -• wk�. T SCHEMATIC,ELECTRICAL m:..m w1wLlPe�uTDN KAA,;D`'�'LES FULL AK-080917-1 43.88 If Tank Chamierred AS NOTED y_.M LL `� 87.93 � U""g1A" AS NOTED ,ULL AN-080917-1 rAnM•zs� AS NOTED EZR.L AK-08o917-t K i'� r rD} Tank Diameter at Discharge: FB 0.00 1 'Tank Ave.Working Diameter: F, 87.72 Ave.Diameter: Fla t L.L Tank Ave.Working Radius: FS 43.86 Ave.Radius: ... 0.00 AN-1100 WIRING DIAGRAM ' U Elf 80 Tank Diameter Increase per inch: FS 0.005 Tank Diameter Increase per inch: F. 0.000 &C N'Co Total Gallons S1: F21 0.00 � U ne Li N Ri N N CFi 1 2 8 4 .v2D r^ F7 V1:278.44 Section - tS A 2 Cone Ave.Diameter: Fe 38.50 Diameter at Discharge: F22 0.00 Ri Al ' 00 11 Cone Ave.Radius: Fa 19.25 Ave.Diameter: F2G 0.00 MAIN ELECTRICAL PANEL comgp10 1 W P P 1 `) ftn ' 1 0.00 HYDRO ACTION CONTROL PANEL ® pL(Mp MOTOR OVERRII ALARM fin, J W v fi"'L9s2 Flo V2:83.94 Ave.Radius: F2. d'• Cone Diameter at Discharge: F„ 67.00 Tank Ave.Working Diameter: .2, 0.00 M®TIIDR I_- 7 '^ ' Cone Ave.Diameter: F,, 67.00 Ave.Working Radius: Fee 0.00 CIRCUIT BREAKER SPECIFICATIONS: r- L �JJ A N 1100 Cone Ave.Radius: F11 33.50 Height of Section: F27 0.00 CB 2 --OAIR BLOWER ELECTRICAL PANEL Cone Distance from bottom: F„ 19.25 Diameter Increase per inch: F2e 0.0000 CB A - 20 AMPS Height of tOD: P,S 17.50 Dishcharge Height: F2. 0.00 =CONTROL] BILL OF MATERIALS Diameter Increase per inch: F,e 0.0000 Total GallonsS2: FY 0.00 V+ERICOMM CONTROL PANEL REMOTE CONTROL PANEL_ITEM P/N DESCRIPTION OTY; Cone Dishcharge Helcht: .11 5.50 Total Gallons S1+S2: F31 0.00 C B 1 - NOT USED z 11hi N1100-R TANK,AN1100 245 NITROGEN REDUCTION REMOTE 1 PANEL Fgj::::?HIGH WATER ALARM CB 2 - 15 AMPS A TANK,AN1100 245 PRETREATMENT 1 OUTPUT CB 3 - 15 AMPS CD B 130002 SNG STANDARD 2 TANK CONNECTING KIT 1 Tank Cone © 7❑ 3 C ASSEMBLY,RE-CIRCULATION 245 COMPLETE AN11000 1 D AN1100-P AN1100 W/PLATFORM COMPLETE 1 Tank Total Volume:F32 2408.88 Cone Working Volume:F34 362.38 W E EC50.30-L200-PLC EC50-30-L-200-PLC 1 Tank WorkingVolume:F33 2082.86 Aeration WorkingVolume: FsS 1730.48, AN1100 245 NITROGEN REDUCTION SYSTEM rRovE08v cNwruat E EV FARTN hydr ctiorf 09/02/17 D HA-AN110o W ^ I � L.L HYDRO ACTION AN-1100 (HYDRAULIC LOAD 1100 GPD) HYDRO ACTION AN-1100 VOLUME CALCULATION = CONTROL PANEL ELECTRICAL SUPPLY - `�� ! CUTAWAYVIEW ~ z LLJ W Q 07 BOTTOM VIkW TOP VIEW O z O POLYLOK 2T D-BOXBOX r T Q O C)PART NO 3017-20 LIGHT COVENS PARTNO.00D9C \ O MATERIAL"HDPE HEAVYCOVER PAPTNO-xv-CX _ GRATE" PART NO"3017"GN DATE;9112104 IT TAUL R PART NO M09 Q ^1CL iTTALIRISISER PART NO Y-d.R12 COVER TO GRADE r- W U CD x STOPPER OR END PLUG Q z SIDE CUT OUT TOA FINISHED LENGTH VARIES DEPTH , 'SEWER PIPE o IvPFToo,00L \ QO O O = PaPte LFT 4" PVC SCH 40 FLOOR VARIES + D3034 SDR35 \ __ V EL 32.5_ 10.75 LFT 2LFT Cl + 11 LFT 17.5 LFT 4" PVC SCH 40 1 i W 0 Q D3034 SDR35 S=6 PER FT. 30° ELBOW - --=i FRWAFDE°MEW O W CLEAN 4" PVC SCH 40 D3034 SDR35 24" LOCKING 1„ DISTRIBUTION CONCRETE COVER - a _ N NEW CAST IRON THRU OUT S=4' PER FT. COVERS W/ S=s PER FT. BOX W/ 1.0 MIN/2.0 MAX BUILDING FOUNDATION WALL& GRADE SAFETY SCREENS LEVELING BELOW GRADE PVC SCHED. 40 2011 DISTRIBUTION BOX -HDPE TO EXTEND 2'-0" BEYOND 33' DEVICE GRADE 33.0' FROM BUILDING _PTO SEPTIC FOUNDATION WALL MIN. SEWER SYSTEM CAST ROTO-FLOW LEVELING DEVICES OR EQUIVALENT ARE Revisions VENT THRU ROOF OF 1200 WYE �� CAST IRON THRU IRON No. Date Description PROPOSED BUILDING, III- BUILDING FOUNDATION TO TO BE INSTALLED ON ALL DISTRIBUTION BOX OUTLETS. EXTEND A MIN. OF 6" E 30.89' om ® ® ® ® I I= I &TO EXTEND 2'-0" PVC 1 8/4/2020 SCDHS NOI ABOVE ROOF LIME AND a e 'a C - 2 HAVE A MIN. HORIZONTAL IE 30.67' E 30.38' E 30' IE 29.91' 022 ® gs 28 IIII_ BEYOND FOUNDATION ADAPTER ---- 0[a ® 10 MIT I I=I I WALL MIN. 3 --/--/-- ---- SEPERATION OF •12"TO IE 30.19' 0 m ® ® 220 BACK FILL MATERIAL 4 THE SLOPED PORTION OF 02 ® ® TO BE CLEAN THE (ROOF. 012 ® ® 5 I I _ J SAND &GRAVEL CLEAN OUTS ARE TO BE INSTALLED. SECTION A-A ROTATION J I I I I I 1 8'O x 12 DEEP I I I I O FLOW-•. VARIABLE MIN IE 25.52' o =III COL AR LEACHING I I I= z 1) AT FACE OF BUILDING OR WITHIN Designed By : PD z I�I I II I POOL I II I II I x BUILDING BEFORE EXITING. THESE RIBS PRO FRICTION FIT FOR Drawn By JL HYDRO ACTION AN-1100 w 6-0 MIDI.PENETRATION (SEE SEPTIC ELEVATION FOR WITCH). Checked By : PD „ L"PIPE L 24.71 I -I I I I-I I INTO A VIRGIN STRATA OF w =III III SAND &GRAVEL W 2) BEFORE A BEND,SWEEP OR YE. FRONTISIDE VIEW 3) EVERY 75 FEET OF SEWER LINE. I I CUT AWAY VIEW POLYLOK 4"ROTOFLMV - _ Date : 11/12/2020 I I I I I I I I I I I I I PART NOMATERIAL Scale : NOTED MATERIAL•HDPE PROPOSED SEPTIC DESIGN ELEVATION R216' EL 18.24' NOT TO SCALE 3,-0.1 MINIMUMbC BACKFILL MATERIAL ROTOFLOW EQUALIZER VALVES TO BE CLEAN SAND & GRAVEL R1" HIGHEST EXPECTED GROUND WATER POLYLOK 4"NOTE: PART#3050 4 0H PE OW ALL JOINTS 1-0 BE SEALED WITH CONSEAL-CS-102 OR SCHD APPROVED SEALANT. Sheet# C AUTHORIZED ALTERATION OR ADDITION RC oa[w'ter JN1 ar,arom JiTHIS SURVEY IS A VIOLATION OF E USES } 1� i � ITION 7209 OF THE NFW YORK STATE PUNIC WATERICSIDCNCC USL°SUCATION LAW.PIES OF THIS SURVEY MAP NOT BEARING ICLI WATER _ 4 CV Fit J`'`:r 2021 THE LAND SURVEYOR'S INKED SEAL OR AUG 2 2021 FMBOSSFD SEAL SHALL NOT RE CONSIDERED 6r1.: 21\JACV.SON TO BE A VALID TRUE COPY. ��C j��1/t�� '--- WA GUARANTEES INDICATED HERFON SHALL RUN TERMAININROW . ONLY TO THE PERSON FOR WHOM THE SURVEY � T AREA = 44,723 SM. IS PREPARED, AND ON HIS BEHALF TO THE Ire, ` e TITLE COMPANY, GOVERNMFNTAL AGENCY AND x 32.72 f.03 ACRES LENDING INSTITUTION LISTED HEREON, AND x 32,47 TO THE ASSIGNEES OF THE LENDING INSTI— 3248 x 3.66 x J1,66 TUTION. GUARANTFFS ARE NOT TRANSFERA!31-C, 31.22 —''x 31,94 N 31.47 _ '�_ 1�Pholt pove,nrc; _ x JZD$ x 3217 Note: ALL. SU(3SURFACC STRUCTURES; 31.6g". grov?7 �x-'_--__°, J1.06 e;eolpmement Z. ,< - - J1,43 00010011F Ira.�nl curb =- _- — x---__x_�1.44 WATER SUPPLY, SANITARY SYSTEMS, S84 DRAINAGE, DRYWELLS AND UTILITIES, 3J09 k1ce cor. SHOWN ARF FROM FIELD OBSERVATIONS 32.77 Q�lenre co. Post&rai/^ce f00.001 nn-line N&S 0.6'W AND OR DATA. OBTAINED FROM OTHERS, 0 0.8S J11i I I'on THE EXISTENCE OF RIGHTS OF WAY J3.38 AND/OR EASEMENTS OF RECORD IF I i fen e e,°d 09'g, ANY, NOT SHOWN ARE NOT GUARANTEED. J0'3 f b'dgcor 1.5 W � � J rn BARN Premises known as: rt 3J41 " / P,ES1DfNCE USES # 1470 JACKSCN STRFET - �17-3?4 hd�= patio Pul?1.rC d✓AT£P 231.57' t. a J0.3' 1.2'W 3210 J1.67 ��,��` �""�s_ TENS"3 COURT J4.02� JJ69 4- LOCATION - RFS/DFNCF ❑ h I AC II 34.19 I pofio JJBJ 3JJ9 31,98 ,30`1J 342J {'4 JJ15 JJ42 POOL „/' 4 M 4- LOCATION J' 1 q �`J416 �O V 4 �tA JJ77 3765 %q U ti V r 34.01 O --- 34.E VACANT LOT fir551 a 34.81 I Z ll.h' J4.53 ^J0.7' shed d► U ,�� 34.6 x J4.26 L � y 44 F6W4)?40,F GRA4DRIVEWAY---�. wn4 O Oi 2,.I5 24,9' _ curt 3J.16 J.731 4,6' 10.4' CONCRETE fOUNDAT/ON TOP FL=33.4 prop^crd waq � RESIDENCE L/SFS ii;J20-Jo.00 PL/81lCWA er.795-26.5L 0 2.JE ,vke!fence\ wolf (f DECK mx m`_®\ J 2.8'C ^10.4' RFS/DFNCF USES PATIO 2,OW M PU8LIC WAM r] J.6 cn veIr STEPS ( wall srp6r, rank !—Z RESIDENCE usCs lI WATER STEPS . x PAT/O �` P47/0 x 64841M P4T/0fcpce x ^ 4.7'W 4.7'W.` O POOL P. b N � .x O j X lr^ce end TOP OF BANK O O 62'W SHED deck y C� steps RR lies LI — p4 ties s ,Lame FEMA ZONF)f walk BULKHEAD 10P,9 463 01073 10.74 75 —n _-7n.4416 4, 4.86 4.65 10 a77 ,4 —� 10,75 FEMA ZONF AF FL 6 FEET 4.47 4,41 10.76 seeps 4.46 BEACH H WA � p g.B HIGH TER �/�V�, OF N _ 2.1s T ✓25T 7�Iq�1Y 2 .58 33'd N4 jB5'N sn 10 Ny 9 S30 B"N 15,80' r TIE LINES ALONG HIGH WATER LINE E¢�soq �Sw i:t hu"rne"dpile. ✓-, -` I bulkhead --.� \Un O 491366 O --s Concrete As-built I� Survey of Property situated in the Village of _- _2�1- RYAf PECONC UP AY New Suffolk Town of Southold Suffolk County, Now York LAND SURVEYING Tax Map #1000- 117- 10- 11 „ , Mintoville@aol.com Scale 1 = 30 June 2, 2021 GRAPI-TIC SCALE John Minto, L.S. Jacqueline Marie Minto, L.S. LICENSED PROFESSIONAL LAND SURVEYOR LICENSED PROFESSIONAL LAND SURVEYOR 30 0 15 30 60 120 NEW YORK STATE LIC. NO. 49866 NEW YORK STATE LIC. NO. 51085 Phone: (631) 724-4832 r C P.O. Box 1408 Smithtown, N.Y. 11787 ( IN FEET 1 inch = 30 ft. FUNAUTHORIZED ALTERATION OR ADDITION URVEY IS A VIOLATION OF 209 OF THE NEW YORK STATEDPx®N R' J CHECKED E' J LAW. F THIS SURVEY MAP NOT BEARING CAD FILE OATF NOV. 2022 THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED DRANINCNo 22\JACKSON TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN J C1,50At A�r^ - '�� c�. ONLY TO THE PERSON FOR WHOM THE SURVEY vvv v � T A EA - J IS PREPARED, AND ON HIS BEHALF TO THE d FT TITLE COMPANY, GOVERNMENTAL AGENCY AND x 32.72 .0 ACRES LENDING INSTITUTION LISTED HEREON, AND x 3247 TO THE ASSIGNEES OF THE LENDING INSTI- 32.48 x 31.t5 TUTION. GUARANTEES ARE NOT TRANSFERABLE. 32.22 _os x 31.66 31.47 dolt povement x 3208 x 32,17 3.86 31.11 o/ed e 31.06 Note: ALL SUBSURFACE STRUCTURES; 32.89 gravel c-_ 9 D°vement WATER DRAINAGE,SUPPLY, DRYWE L SSANITARY AND UTILITIES,SYSTEMS, 3 TILIT ES, ' S84000100 3309 °F 3-''43 3144 SHOWN ARE FROM FIELD OBSERVATIONS 3277 3299 foo.001 AND OR DATA OBTAINED FROM OTHERS. WOIe'me!cr 3375 o mon, THE EXISTENCE OF RIGHTS OF WAY 3338 i AND/OR EASEMENTS OF RECORD IF 30.3' 3 ANY, NOT SHOWN ARE NOT GUARANTEED. I / bldgcor OFFSETS ARE TO CONCRETE FOUNDATION a BARN Premises known as: /FF=337 p°h° o / bldgcor 231.5T I MY 1.5'W 32.20 1470 JACKSON STREET 31.67 ® 34.29 ; :�,i 34.02 I 31.64 �RI LS/DFNCF AC 83 34.14 1 33 O 83 � V V par;° 30.23 y 3315 34.23 336I \ V 31.B8 w % i O 3391 � � � 34.16I O O 3317 � � al O y R 3360 � � �O 34.53 0 0 I 34.41 a I� CP CP 34.81 I 34.53 34,65 x DB 0 34.52 1 31.51 V ti 34.26 0 - � a' o grovel drive wey ti, x 3354 00 A.' Q CRAM �o septic 1i Vdroin 33.18 system s. roof DR/�wAy overhang 3, 15.0' O Vi 3335 15.4" -- - Z curb 3326 gravel driveway- concrete 6'❑ o QQZ- 1� 0 6.1' 226 o V Q /s oh �A // ❑ y S -20.1' i)6' 2SToRYF�C}�fI4 - RL-'S/DFNCF ' 3 � dram ' Ly 3259 t FF=34.0 19F=33 4 58' .3 a 32.45 o 1.9 31.36 I 57.6, dole plorier wood deck �column II V'�61 fence 3 g - steps r W oh_� 2nd story deck y L Is st'Ps I a 0 2.0 fti wood deck x steps ; x wood deck /NOROUND r x POOL �6 cc e'e wnll x 'role 38.3' i L me reloinin x I g walls steps x <o -_-f 1771 x 24.8g-- ti tram. retaning wads -� 24.87 O -22 x x L41 O fence 4.7�� \ r0 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES IkkPPROVAL OF CONSTRUCTED 'PARKS FOR 17 ASINGLE FAMILY RESIDENCE x 9rav ---- I T 'cP- O _ = yak; JUL 3 1 2013 H.S. Ref. tJra r---- -- ----------------- grc.el A .a a Q B_`33_. ------------------------ I- ----- x �1g00 ------ ---------------------- - x 0 wire fence _U-__ 11.13 3 tE Sel'1G ap disposal + fence end x ` x{x-x-x�x- -x-x-x-xj o ispo_al and water supply facilities at this locati in have been 62'W1,� j %�--TOP OFSANK ".• x-x _�0 iI_x inspected and/or certified by this Department or cthe;agencies are, _ _ f^and to b2 satisf<�ctor FaR/,"v1AXIMUM QF -16 deck _- -18- y �-t5sDRO1.NIS. _----- - 16_- _ lei sue_ � ` ..A RR ties --- RR ties -1¢-. ! wt� 6� ��++A-A^ ` frame FEMA ZONEX -- _ walk CRAIG KNEPPER, P.E., CHIEF 1088 BULKHEAD OFFICE OF %AJASTE MANAGEMENT 1073 )074 1015 .q...4.63 4.16 4.76 4.86 4 4 , 465 504 �pi'es 10.77 10.75__ etr-6 FL ZONFAE EL 6 FEET 4.41 4 41 steps _ 4.46 YLEA CH WA k., -- . x HIGH 219 9.81' 1q 57' IVI Q� 7 '•fi/y �' :"w. 467- 26.58' . 80.1233"W N75p1' 1/B5" N71�3¢7 29 S83'03'58 W 15.80' N��13T ,< I , �'' r,' `• piles N88'08'26"Nr' R TIE LINES ALONG HIGH WATER LINE ; bulkheed piles j bulkheed i --- 1 �Aq7;<ff;E„r "UF NE /LO k Final Survey of Property situated in the Village of ri 67N T PECOMIC � Y N� . - New Suffolk Town of Southold Suffolk County, Now York LAND SURVEYING Tax Map #1000- 117- 10- 11 Mintoville@aol.com Scale 1 - 30 November 28, 2022 GRAPHIC John Minto, L.S. Jacqueline Marie Minto, L.S.L-S. SCALE LICENSED PROFESSIONAL LAND SURVEYOR LICENSED PROFESSIONAL LAND SURVEYOR 30 0 15 30 60 120 NEW YORK STATE LIC. NO. 49866 NEW YORK STATE LIC. NO. 51085 Phone: (631) 724-4832 P.O. Box 1408 Smithtown, N.Y. 11787 ( IN FEET ) 1 inch = 30 ft. Copyright by Araiys Design L.A., P.C.. This drawing is the property of Araiys Design L.A., P.C.. And may not be made known, be copied, or be manipulated, or any other use be made of without the written permission of Araiys Design L.A., P.C.. ALL STRUCTURAL INFORMATION TO BE VERIFIED BYEIUGINEER. — — — — j � I f I I j ' � I ! � I f '• `\ '` `� ! '! I'! { f ! � I I ! t I I i I � fi I �' f i i � i \ \ `` •\ , , I I i I I , � I I • i I 1 P � \ \ , I ,' I 'I I € 1 I Y ! I � i I �' � I I , i � I I I i ! a � , i , �\ •,, \ \ I � !I I i t i j i i I i I ! 1 t I I I 4 I �` •`` `` � `. II HUE IDE I I i \ I F TW: +31.0 1'-6" 1'-6" 11_6" 3' COPING @ POOL DECK / / i (POOL'DECK DETAILS PER ARCHITECT)! zzz ` \ g// I i ! , t ' f i , I I I POOL DECK PER ARCHITECT j I i - - I I , I ! I I I ! I I - T - i I 1 , , I I , I, I : " I — — — — — -- — — — — — — — — — — — — — — ! — — — — — — — —I — — — — — 36"WIDE AU 0 OVER GOPI \ ---- -- --- — — --- -- -— ._ E I - ----�—_____._--�-------------- -- - ----- �---- `AUTOCOVER A L T�B LOWi COPING @ POOL TERRACE N — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — I I TW: +31.0 - —_ TW: +31'.0 ; BW: +27.0 UARDRAIL BW: +27.0 I WATER PROOF JUNCTION BOXES PER ARCHITECT 18 TO BE LOCATED AT POOL EQUIPMENT 20' SUPPLY LINES-HYDRAULICS TO BE PREPARED BY CONTRACTOR 1 /4"ASTM A588 GRA 2"THICK PORCELAIN PIPED TO POOL EQUIPMENT WEATHERING STEEL PLATE POOL COPING POOL EQUIPMENT TO BE LOCATED UNDER THE DECK, POOL HEATER TO BE VENTED OUT EAST WALL N TO BE COORDINATED WITH ARCHITECT& POOL CONTRACTOR (SOUNDPROOFING PER CONTRACTOR) NOTES; • S.C.T.M.# 1000-117-10-11 NOTE: • THIS PLAN HAS BEEN PREPARED FROM PROPOSED SWIMMING POOL TO BE EQUIPPED WITH A SURVEY PREPARED BY JOHN MINTO LAND SURVEYING,P.C.- A SALTWATER OR NO CHLORINE TREATMENT SYSTEM • 93 SMITHTOWN BOULEVARD, N.Y.11787,LAST REVISED ON OCTOBER 22,2019. 4' 8' • ZONE: R-40 2 • THIS PLAN HAS BEEN PREPARED FOR SWIMMING POOL — PLAN VIEW SITE PLAN APPROVAL ONLY.THIS PLAN 1 IS NOT TO BE USED FOR SCALE: 112" = 1 I_Orl CONSTRUCTION PURPOSES. SCALE:1/2"=1'-O" • AREA - 44,723S.F. 1.03 ACRES • OWNER: 1470 JACKSON STREET LLC N NEW SUFFOLKJACKSONN T NOT FOR CONS TRUC TION NEW SUFFOLK NY 11956 N c DS 21/01/04 POOL PLAN&DETAILS(FOR SUBMISSION) 12 Landscape Architects Drawing Title Project Job No. Drawing No. �ANDSCA t, 200422 0 � Site Planners � Fq DS 20/11/13 LANDSCAPE BID SET 11 ��ct� Cv r�w1�cZn Development Strategists Date 04/22/20 .,•„. Agawam Studio SWIMMING POOL Scale _ DS 20/06/27 SITE PLAN- DRAFT 2 sT cooA 2�� , 38 N sge1e B t reet 1470 JACKS 0 N ST 1/2'— 1-0 � a ARAIYS.1 oDS 20/04/27 TREEINVENTORY 1PLAN Drn.By4510 F NF_ Southampton, NY 11968 (631) 283-1131 (office) INT Date Description No, TIMOTHY A. RUMPH R.L.A. D E S I G N (631) 283 6677 (fax) DS info@araiysdesign.com Chkd.By Revisions N.Y.S. LIC. NO 852 LANDSCAPE ARCHITECTURE NEWSUFFOLK New York SN Copyright by Araiys Design L.A., P.C.. This drawing is the property of Araiys Design L.A., P.C•. And may not be made known, be copied, or be manipulated, or any other use be made of without the written permission of Araiys Design L.A., P.C•f ALL STRUCTURAL INFORMATION TO BE VERIFIED BY ENGINEER. _ _ ----. I f , 'I r? / ', ', 42' + I 1 ill/f 'I ' / ', i "- , ir` .-- - - _._,.. . _. ' ---------- .- - - - .. .- - COVERED DECK EL:33.5 /r/, t i, r , ,I— j 11' -' _--- ... . --- - - --------..,----. ..------------ - , I/I - - ---- -- '- - + DECK EL:32.0 I /,��.,X V;/��I"%'...�:,,/.%.1I I,.�:�/.�/X.-,..,/��,�1.I,"/I1.X1:-,.�1,,/�,�/�I",1III1../�/I�.I..�,I,,1.,��",,I�,,',.,.�.,".�,,.�I I",�.�I'.-1,II.",��..,.I,,I,,,,I�I�.�",,,1'.,1_",�,.1 l�,._I:",\l 1\,I,."�,.I.I"1,:I,,',.1 I I,"',,�,,--I I,,\,�\,�',II,",\",.".',, f + POOL COPING&POOL DECK EL 31.0 r' / /�" �" if - t ,�".I'',_I�.,..'�(I,,:I,,',.,,1..I..I:�,�.,,I,._,I. .,I,.I,,_,,,_.,�_,,,,.'�r I.1�I��,"-I,1�1�.11I,.I,,,-I.�,.,I"",.�:",,,,-.\,,,',.�,I:,"-,��.,-.,,,.,',"�%.I,,�+t.*�,,-I',,--_�,,.I�.,I<,.,',.''�,.'.�_I,.,/,,AI I/''�I,`"`.-*I""I,��1,�1..,.,,I ,-,-,,'q,I',.1,_.J�._,,,-I,*.,�",'�1�.1,,.":%.).�,-,,�,,..�,,,,I`1I-,�1,,.,,1 I'�".�1 1�",1 �—.,�,".�1_.,I��+--.,_�/,,�_.:,_,,,�,,I1,--,1�I,-,-",''1.,-'.I 4,�,,,.I:-1,",.I,�,'�.,.\�,.-I,I'I,'.I�\I.I�,�;.�,.,�1"��1,.,'�.1,��I,,,.-,--�1.,,_,.,.,-1,.,,!,I_":-�".,.-\,�,,.,"�,"/,.,�.,I,,I�.'-,;,"�,�+,_."",'.',..,-.,,�,..�-,1.\....,,1.,1",,�'-1.-".,",�.",."I_,I,1,,�.',.,,\"I.I:.".+II.,,�.�-_../",',,:,.-,"1 I-.,I:I,.,,�,1"I",,,_�.,_ ..,..1�- .'1.I II�-,/.,"._+�.,,,I7:,2-I-.".�I,�.I,.—�,,/, /,_-,"-,I.:��- II / % `' /- - r i� / i� ___ /`r is,'' /.` '/ STEPS DETAILS ,��'''' /� �.J. __ , . ,: �. ' . '" <:' ,. ";.' : , ..• ''' :,.'.. ' ..,.: ,, . �, „ ,:'. � .'"($OtlTHS1D�£XT£Rl R'POOLNV L 0 CE" LAD EU . : / �,. ,/ .�'% � r �., >"' �� ': '"..'., ;. , ER ARCHITECT , ; ' i /. ." ; " r / - f ,/' • - ,-I- - -- - . PLANTER FALL PROTECTION EL:29.5 / '. ./ / : r> / :, ' �� caTEr� T L{A8r / / / _ " �, ,�''� ---_ --- -- - ---- -- r ,r' , , :/ I , 1- _- - _ - r ., ' i !� i r r r i s r. • • f .,r k{, .,y, • •x»n •xww x»»wwnx Yf wn•••n•wxnn•xn f.x••x••N.•x,f w•.•f •••in•••••rn•rf•n•••n•,fff••n,n•wfw„n•ff••Y,I •,•,...nw• • • n.,•fxnx•nffm nw••f• xx fx•..L.fnf..• ••1•• • •f xww• nN.n••••n•xx nwnnxwln•wH•w• ••••nxnnn•w•fG•. •nf n••,••.f•.•.x• r•x • • • •f• •nfwx•fxw,•••f•fn•••r•wl•wn,•nnnn••»N••wx•nnx••wxnnxNnx•�n�•x•nw••nrf f• � , . fnnwnn•xxx.n•nrnxr n•x•••••,f wnnn.YxM•••rG•••fw•xf• xhnfn•wnwwn•••••xnfnnn•n•n••wnnN••••nx•••x•ff x•n• ......•ffx•fx••nx,wnn•.•nxf•• ,x•,n.x•••••nyxx•• _ - FINISHED GRADE EL: 7. \' f. 20 ,A ,t 1 \,1, ,\, \ r\ '�, r 1` i \ J\ .i \ e �/ 'a \ •W i �a i' d w'w" 1?\ r" \ 'emu \' ,, a «, 1, C f;, \` a \ ; ♦' w F w 'f»w w a,�wre ,�'r. �\ :.. :we sn >n \ l \ f' l' \'\ ,- ;, i \', \ - , 1 SWIMMING POOL - SOUTH ELEVATIONS VIEW EXPOSED CORTEN CLADDED WALL SCALE:3/8"=1'-0" O' 1' 2' 4' 8' 16, - _.. _._- 42' I It 12"WIDE COPING 1I ',, 36"WIDE {Np) 38 i 4 AUTOCOVER i -- COPING 7, V-6"(TYP,) 1 l r` I UARDRAIL h BY ARCHITECT i'.",...,1.,,.,I,��_,)I-.,"�I�--,�-,*..".I,.:�.�,"�s I-,."e,,\.�11/,-.._.-,e,N�,,I-��-.,�W..�.,,�...',� 1%\�",..�/,"_1,I,�.,,,.�,.',1,.�"\.,I..�,_,,.'".,,",-�,"�.,,,,.,,I/".I,11M,,I,"*,�,:',�I I�I�.,�:-,I�I�/',�1/..".,",.�+,-,,�,,-I'�1/,1,//,,O'I,..I,,,I""-"-,,1.,.I1I.,,�M I.,,,\,+�1.�,,,'�, + DRY COPING EL:31.0 /// f / ) / y 2"PORCELAIN POOL DECK /� /,% `� / / COPING(TBD) /%/ / " / o DETAILS / /' / / PER ARCHITECT / L / / / / ND COV ER VAULT / / / / / , AND COVER / / / ,! / �/ /�/� (BY POOL L , t . ` / / L, , aS A tY w CONTRACTOR) / 1 ! jj FINISHED GRADE EL:27.0 - k..1 _ ./ - .. - - r -� - -- , i f _.r i -J' ii - -i / J v _ f - -.r 1 r - � r - .' - .' , r' _ / -_ l' rr'' _, 1, 'I . 1 f +I - F,,�, T"00 SUR EW AR L DUS 1,��",',I,',.,:,--",`,,�.,.,,�,-,,'.i,,,�.z I 1,�,.'.1 I,-I.�,I��,.,,�"1.."I.',�--,I,�.�,,""��,,,,,/.,�-.�'.,1��,,,,,:,1I'"�.\.%,."1.."11'/��,.,,"I-��I_�,I,�...I,,,I II.I x,I.,I�\i..,�I. L A M BE - _ .J \' �`r , WISH' i �/ COLOR TBD \; ,' \,( ) `,' \ �' -�'- .i \ ^. '1 \ \" �y f, 7 -+ - .J T I IN EI F R IT 7+ \ H Cf{ M R N 0 CEO GUN E S ELL' ( ) ,. _ - r , - ; - r �' J - \ N IN TAI Y P - ;�ER G E RS�DE B 00, P E E L L -�: ,�_ ANTI EN RAP NT AIN' R I. �� - �' T ME M D AN /. y �1 - r.J - ti.f f' \CONT AC OR' I D EPHATREU R T �W H E E T N T R-: 4" F- 2 LAY R TR-� E 0 AP RO I CK __ -------------- ----��__w , t i 1 /. \ .�, ,\ '\ ' ,�, '\' \ I*� 0 BEAR ON VIRGIN S01 W`, L BEARING CAPACIT Y F\ 0 TONS PE F 3 RS MN OR CLEAN SAND FIL L t' — M CO PACT D TO 9 E 5% MODIFIE PRO R\ D CTO ', N DE SITY N 12" FT L S 2 SWIMMING POOL - LONGITUDINAL CROSS SECTION W-E SCALE:3/8"=1'-0" O' 1' 2' 4' 8' 16, 20' 1' 18' 1' f 1 �'° I-. -, ..- _ _`` ' y I I + D . ._ _. .- . .._--__...-_ ._. .__. RYCOPINGEL:31.0 -',�,.",1,'.,,)�,:.,,I,"��,,�..�,...,I,,I.I".""1,.�.'�� 1II,_ i i tit / / . CC / OOL DECK DETAILS PER ARCHITECT � / i } --. _ j �/ / / 2"PORCELAIN COPING(TBD) ti� I ' `r AUTOCOVER TRACK 1 / / "".'».»..wxnxLl''I»w1. . ,»»-.-. / 8� j. 1/ --------------------- -- -�- FINISHED GRADE EL:27.0 / A {3 N . _ 1 ,-..,�I..I�.,.�.,�.!,—,�I.I"�',�"�"�,I,,,�.,,�.�..�I,I"-I�1 II,,,,\�..- e . % / / """""""'"" "1/4"ASTM A588 G,A\ . `-;'WEATHERING STEEL�PLATE ' 00 S L URFAC W MARB E LE DUST WISH, / / F 1/2".ANCHOR BOLT, / / (COLOR TBD) EPDXY INTO CONCRETE WALL,,TYPr, :'.'`' ° . "THICK(MIN)REINFORCED GUNITE SHELL ' PER ENGINEERS DETAIL BY POOL CONTRACTOR 10 -�. i -r �" 1. '1 I 'S, �r. r 4 '\. CLEAN SAND BACKFILL / l , ; 1- -", - t ! '+ -.. , ), � I .ti . , ^ :\ s ; , k` , ;.; ANTI-ENYRAPMENT MAIN DRAIN' 24"LAYER OF TRAP ROCK / `" ? ° ` WITH DEEP HEAT RETURN ;, .' I -- ---------� Lam_-_- - --f.-,,..,��---_:. .,-�-:. - _-��------,•_ -- --_-_..--_--. ---_"-- --- ---_---- -- -- - T,- --- , _\ --- --- _ '\ ' \ ..r T IR I I AKIN APACITY 0 OBEARONV GNSOLWBE GC , \'r," P T P I R AN FI MAC E 3 TONS ER SF M N O CLEAN S D LL CO D \'( ) `, , . ,-..,�--I,,,,,,I",IX,,_.\;,.,,,\,I:I,-I"1--�,.I.I�.,,-.-I,,",[,I7 5 F RO TOR NSI IN 12"LIFTS ','' , TO 9 MODI IED P C DE TY 3 SWIMMING POOL - LONGITUDINAL DEEP END CROSS SECTION S-N SCALE:3/8"=1'-0" NOTES: • S.C.T.M.# 1000-117-10-11 • THIS PLAN HAS BEEN PREPARED FROM A SURVEY PREPARED BY JOHN MINTO 0' 1' 2' 4' 8' 16, LAND SURVEYING,P.C.- 93 SMITHTOWN BOULEVARD, N.Y.11787,LAST REVISED ON OCTOBER 22,2019. • ZONE: R-40 NOTE: PROPOSED SWIMMING POOL TO BE EQUIPPED WITH • THIS PLAN HAS BEEN PREPARED FOR SITE PLAN APPROVAL ONLY.THIS PLAN A SALTWATER OR NO CHLORINE TREATMENT SYSTEM IS NOT TO BE USED FOR CONSTRUCTION PURPOSES. • AREA= 44,723S.F. 1.03 ACRES • OWNER: 1470 JACKSON STREET LLC NI NEW SUFFOL N ST IUD T FOR CONS TRUC TION I NEW SUFFOLK NY 11956 M, DS 21/01/04 POOL PLAN&DETAILS(FOR SUBMISSION) 12 Drawing Title Project Job No. Drawing No. m -P,14 CC Landscape Architects 200422 0 DS 20/11/13 LANDSCAPE BID SET t 1 Q`�� ` 'Ys Fop Site Planners y �' q`I°� Development Strategists Date SWIMMING POOL 04,22/20 --�}-W-y' I Agawam Stueio Scale A2 DS 20/06/27 SITE PLAN—DRAFT 2 • s t 38 Nugent Street 3/8 1-0 �qr ro;M� 14 SuiteB 1470 JACKSON ST — ,, DS 20/04/27 TREEIPNENTORY 1 F ri ARAIS Southampton, NY 11968 Drn.By a y (631) 263 1131 (office) SECTIONS INT Date Description No. TIMOTHY A. BUMPH R.L.A. D B S I G N (63 t) 283 66T l (lax} DS L info@araiysdesign.cam Chkd.By F Revisions N.Y.S. LIC. NO 852 LANDSCAPE ARCHITECTURE NEWSUFFOLK New York SN 0 1 I . Generated by REScheck-Web Software Compliance Certificate Project 1470 Jackson St Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 5,990 ft2 Glazing Area 31% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1470 Jackson St 1470 Jackson St LLC Blaze Makoid Architecture New Suffolk, NY 11952 68 Jane St 7 Tradesman Path Apt. 2 Suite 4 New York, NY 110014 Bridgehampton, NY 11932 trade-offCompliance: Passes using UA Compliance: 2.4%Better Than Code Maximum UA: 1344 Your UA: 2312 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based,on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. I Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling: Flat Ceiling or Scissor Truss 3,492 49.0 0.0 0.026 91 West Wall:Wood Frame, 16"o.c. 1,275 13.0 5.0 0.057 53 Door Garage: Solid Door(under 50%glazing) 180 0.360 65 Window 206: Metal Frame w/Thermal Break 75 0.360 27 SHGC: 0.30 Window 206-02: Metal Frame w/Thermal Break 35 0.360 13 SHGC: 0.30 Window 104: Metal Frame w/Thermal Break 60 0.360 22 SHGC: 0.30 North Wall: Wood Frame, 16" o.c. 1,700 13.0 5.0 0.057 75 Door: Solid Door(under 50%glazing) 24 0.300 7 Window 208: Metal Frame w/Thermal Break 110 0.360 40 SHGC: 0.30 Window 107-02: Metal Frame w/Thermal Break 120 0.360 43 SHGC: 0.30 Window 207: Metal Frame w/Thermal Break 135 0.360 49 SHGC: 0.30 East Wall: Wood Frame, 16"o.c. 1,275 13.0 5.0 0.057 65 Window 202-01: Metal Frame w/Thermal Break 49 0.360 18 SHGC: 0.30 Window 109-02: Metal Frame w/Thermal Break 32 0.360 it SHGC: 0.30 Project Title: 1470 Jackson St Report date: 12/24/20 Data filename: Page 1 of10 • r Gross Area Cavity Cont Assembly or U-Factor UA Window: Metal Frame w/Thermal Break 60 0.360 22 SHGC: 0.30 South Wall: Wood Frame, 16"o.c. 1,800 13.0 5.0 0.057 33 Door 103: Glass Door(over 50%glazing) 240 0.360 86 SHGC: 0.30 Door 102: Glass Door(over 50%glazing) 240 0.360 86 SHGC: 0.30 Door 101: Glass Door(over 50%glazing) 180 0.360 65 SHGC: 0.30 Window 206-01: Metal Frame w/Thermal Break 200 0.360 72 SHGC: 0.30 Window 205-01: Metal Frame w/Thermal Break 98 0.360 35 SHGC: 0.30 Window 204-01: Metal Frame w/Thermal Break 98 0.360 35 SHGC: 0.30 Window 203-01: Metal Frame w/Thermal Break 98 0.360 35 SHGC: 0.30 Window 109-01: Metal Frame w/Thermal Break 60 0.360 22 SHGC: 0.30 Floor: Slab-On-Grade(Heated) 210 19.0 0.767 161 Insulation depth: 2.0' Basement: Solid Concrete or Masonry 687 13.0 5.0 0.040 27 Wall height: 10.2' Depth below grade: 10.0' Insulation depth: 10.0' Basement 1: Solid Concrete or Masonry 357 13.0 5.0 0.040 14 Wall height: 10.2' Depth below grade: 10.0' Insulation depth: 10.0' Basement 4: Solid Concrete or Masonry 453 13.0 5.0 0.040 18 Wall height: 10.2' Depth below grade: 10.0' Insulation depth: 10.0' Basement 2: Solid Concrete or Masonry 554 13.0 5.0 0.040 22 Wall height: 10.2' Depth below grade: 10.0' Insulation depth: 10.0' Basement 3: Wood Frame 10 13.0 5.0 0.037 0 Wall height: 10.0' Depth below grade: 10.0' Insulation depth: 10.0' Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. BLAZE MAKOID ARCHITECTURE Blaze Makoid Architecture 12/24/2020 Name-Title Signature Date Project Title: 1470 Jackson St Report date: 12/24/20 Data filename: Page 2 6f10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions"column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that.a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section . Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value • Complies? Comments/Assumptions & Re :ID- 103.1, Construction drawings and '" ❑Complies 103.2 idocumentation demonstrate []Does Not [PR1]1 (energy code compliance for the Bj building envelope.Thermal ❑Not Observable l❑Not Applicable envelope represented on construction documents. 103.1, !Construction drawings and "' ❑Complies 103.2, documentation demonstrate ❑Does Not 403.7 energy code_ compliance for ❑Not Observable [PR3] !lighting and mechanical systems. 1Systems serving multiple ❑Not Applicable dwelling units must-demonstrate compliance with with the IECC 's i Commercial Provisions. 302.1, Heating and cooling equipment is: Heating: Heating: i❑Complies 403.7 sized per ACCA Manual S based i Btu/hr i Btu/hr !❑Does Not [PR2]2 on loads calculated per ACCA Cooling: ? Cooling: ❑Not Observable 8� Manual J or other methods Btu/hr Btu/hr j approved by the code official. :❑Not Applicable f i Additional Comments/Assumptions: 1 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 1470 Jackson St Report date: 12/24/20 Data filename: Page 3 of10 Section Plans Verified Field Verified # Foundation Inspection. Value Value Complies? Comments/Assumptions &Req.ID 402.1.2 ;Slab edge insulation R-value. R- R- i❑Complies ;See the Envelope Assemblies [FO1]1 i ?❑ Unheated ❑ Unheated ;❑Does Not itable for values. ! ❑ Heated ❑ Heated ❑Not Observable ' j ❑Not Applicable 402.1.2 !Slab edge insulation ft ft i❑Complies !See the Envelope Assemblies [FO3]1 "depth/length. ;❑Does Not i table for values. (Bj i ❑Not Observable i ❑Not Applicable 402.1.1 iConditioned basement wall i R- i R- i❑Complies ;See the Envelope Assemblies [FO4]1 !insulation R-value. Where interior R_ R_ j❑Does Not i table for values. :insulation is used, verification V) j may need to occur during_ ❑Not Observable Insulation Inspection. Not ❑Not Applicable required in warm-humid locations: !in Climate Zone 3. 303.2 !insulation basement wall ❑Complies [FO5]1 insulation installed per ❑Does Not imanufacturer's instructions. ❑Not Observable j ❑Not Applicable 402.2.9 !Conditioned basement wall ft ft i❑Complies i See the Envelope Assemblies [FO6]1 insulation depth of burial or ❑Does Not ;table for values. U jdistance from top of wall ❑Not Observable I ❑Not Applicable 303.2.1 iA protective covering is installed j❑Complies [FOli]2 to protect exposed exterior ❑Does Not insulation and extends a U J❑Not Observable minimum of 6 in. below grade. J❑Not Applicable 403.9 Snow-and ice-melting system flComplies [FO12]2 controls installed. Does Not I❑Not Observable IDNot Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 1470 Jackson St Report date: 12/24/20 Data filename: Page 4 of10 section Plans Verified -Field Verified # Framing`/Rough-In Inspection Complies? Comments/Assumptions & Req.ID--: Value Value 402.1.1, ;Door U-factor. U- U- i❑Complies ;See the Envelope Assemblies 402.3.4 ;❑Does Not ;table for values. [FRl]1 ❑Not Observable ?❑Not Applicable 402.1.1, !Glazing U-factor(area-weighted ; U- ! U- ;t Complies ;See the Envelope Assemblies 402.3.1, laverage). ;❑Does Not ;table for values. 402.5 3, i ❑Not Observable [FR2]1 ❑Not Applicable 303.1.3 i U-factors of fenestration products ❑Complies [FR4]1 !are determined in accordance F❑Does Not 1with the NFRC test procedure or I❑Not Observable ,taken from the default table. 1 ❑Not Applicable 402.4.1.1 !Air barrier and thermal barrier i❑Complies [FR23]1 ;installed per manufacturer's 4 I❑Does Not instructions. } "J❑Not Observable ❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies [FR20]1 !is listed and labeled as meeting l❑Does Not i AAMA/WDMA/CSA 101/I.S.2/A440 ; C❑Not Observable for has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable !limits. 402.4.5 1IC-rated recessed lighting fixtures` ❑Complies [FR16]2 sealed at housing/interior finish ;❑Does Not and labeled to indicate <_2.0 cfm leakage at 75 Pa. ❑Not Observable s., . >❑Not Applicable 403.3.1 Supply and return ducts in attics -,❑Complies [FR12]1 ;insulated >= R-8 where duct is i❑Does Not >= 3 inches in diameter and >= t R-6 where < 3 inches. Supply and l `. ❑Not Observable +return ducts in other.portions of y❑Not Applicable ,the building insulated >= R-6 for diameter>= 3-inches and R-4.2 ] Ifor< 3 inches in diameter. , . , 403.3.5 Building cavities are not used as ` 5❑Complies [FR15]3, ducts or plenums. J❑Does Not ; ❑Not Observable - ❑Not Applicable 403.4 HVAC piping conveying fluids R- ! R- ;❑Complies [FR17]2 above 105°F or chilled fluids i❑Does Not below 55°F are insulated to zR- V 3 ❑Not Observable ❑Not Applicable 403.4.1 Protection of insulation on HVAC ;❑Complies [FR24]1 piping. _ ❑Does Not []Not Observable i 4 ❑Not Applicable 403.5.3 3 Hot water pipes are insulated to ! R- R- ;❑Complies [FR18]2 1>_R-3. ❑Does Not pNot Observable ❑Not Applicable 403.E #Automatic or gravity dampers are "s❑Complies [FR19]2 installed on all outdoor air #❑Does Not intakes and exhausts. { []Not Observable f °t]Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 1470 Jackson St Report date: 12/24/20 Data filename: Page 5 of10 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low impact(Tier 3) Project Title: 1470 Jackson St Report date: 12/24/20 Data filename: Page 6 of10 l y Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions &Req.ID 303.1 ;All installed insulation is labeled ' `< .. ' " ' '❑Complies [IN13]2 ;or the installed R-values ❑Does Not ,8 ;provided. ❑Not Observable ❑Not Applicable 402.1.1, Mall insulation R-value. If this is a: R- ! R- i❑Complies :see the Envelope Assemblies 402.2.5, !mass wall with at least 1/2 of the i❑ Wood i❑ Wood ?❑Does Not ;table for values. 402.2.6 jwall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 iexterior,the exterior insulation raj requirement applies (FR10). ❑ Steel ❑ Steel ?❑Not Applicable i 303.2 !Wall insulation is installed per ;N.°- =` ❑Complies [IN4]1 manufacturer's instructions. ,I❑Does Not I❑Not Observable -I❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 1470 Jackson St Report date: 12/24/20 Data filename: Page 7 of10 Section plans Verified Field Verified # - FinaLInspection Provisions Complies?. : • Comments/Assumptions Value Value &-Req.ID: - 402.1.1, ;Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, !❑ Wood i❑ Wood ;❑Does Not ;table for values. 402.2.2, ;❑ Steel !❑ Steel ❑Not Observable 402.2.6 [FI1]1 ❑Not Applicable 303.1.1.1, ;Ceiling insulation installed per t ❑Complies 303.2 ;manufacturer's instructions. !I ❑Does Not [FI211 ;Blown insulation marked every ❑Not Observable 1300 ft2. ❑Not Applicable 402.2.3 Nented attics with air permeable ❑Complies [FI22]2 insulation include baffle adjacent . ❑Does Not ;to soffit and eave vents that extends over insulation. ❑Not Observable j❑Not Applicable 402.2.4 ;Attic access hatch and door R- i R- i❑Complies [F1311 !insulation >_R-value of the ;❑Does Not ;adjacent assembly. ❑Not Observable i ❑Not Applicable 402.4.1.2 !Blower door test @ 50 Pa. <=5 i ACH 50 = i. ACH 50 = i❑Complies [FI17]1 ;ach in Climate Zones 1-2, and !❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3.4 i Duct tightness test result of<=4 i cfm/100 cfm/100 1❑Complies [FI411 cfm/100 ft2 across the system or : ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable 'tests,verification may need to ❑Not Applicable occur during Framing Inspection. 403.3.3 !Ducts are pressure tested to cfm/100 cfm/100 !❑Complies [FI27]1 determine air leakage with ft2 ft2 !❑Does Not ;either: Rough-in test:Total ❑Not Observable i leakage measured with a pressure differential of 0.1 inch ❑Not Applicable w.g. across the system including ;the manufacturer's air handler enclosure if installed at time of !test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch !w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.2.1 ;Air handler leakage designated ❑Complies [FI24]1 by manufacturer at<=2%of g ❑Does Not 'design airflow. 3 j❑Not Observable ❑Not Applicable 403.1.1 i Programmable thermostats ❑Complies [Fl9]2 ;installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ;;,j❑Not Observable code specifications. ❑Not Applicable 403.1.2, Heat[Fl1012 Ion heat pumps. installed '❑Do sp lies t Not ❑Not Observable -I❑Not Applicable 403.5.1 Circulating service hot water ❑Complies [Fill]z ;systems have automatic or ".'. ,❑Does Not laccessible manual controls. .: ❑Not Observable } { fi❑Not Applicable � f 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) .3 1 Low Impact(Tier 3) Project Title: 1470 Jackson St Report date: 12/24/20 Data filename: Page 8 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 IAll mechanical ventilation system ❑Complies [FI251 ;fans not part of tested and listed IDDoes Not HVAC equipment meet efficacy }❑Not Observable {and airflow limits. ; I J❑Not Applicable 403.2 i Hot water boilers supplying heat ❑Complies [FI26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback ff control to lower boiler water ❑Not Observable jtemperature based on outdoor J❑Not Applicable i temperature. - 403.5.1.1 1 Heated water circulation systems >❑Complies [FI28]2 i have a circulation pump.The I❑Does Not system return pipe is a dedicated j return pipe or a cold water supply I ;❑Not Observable pipe. Gravity and thermos- j❑Not Applicable (syphon circulation systems are not present. Controls for ' circulating hot water system pumps start the pump with signal !occupancy. for hot water demand within the Controls j automatically turn off the pump Iwhen water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies [FI29]2 comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the I❑Not Applicable Jdesired water temperature in the i piping. 403.5.2 Water distribution systems that ❑Complies [F130]2 have recirculation pumps that ❑Does Not pump water from a heated water } iwater supply pipe back to the heatedj❑Not Observable water source through a cold 1❑Not Applicable supply pipe have a 4 j tdemand recirculation water { j jsystem. Pumps have controls f that manage operation of the pump and limit the temperature i 4 of the water entering the cold iwater piping to 1049F. 403.5.4 Drain water heat recovery units ❑Complies [F[31]2 tested in accordance with CSA ;❑Does Not B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable ;recovery units < 3 psi for ❑Not Applicable i individual units connected to one or two showers. Potable water- 1 iside pressure loss of drain water j heat recovery units < 2 psi for ,individual units connected to ; ;three or more showers. j 404.1 ;75%of lamps in permanent E❑Complies [FI6]1 ;fixtures or 75%of permanent w ❑Does Not fixtures have high efficacy lamps. Does not apply to low-voltage ❑Not Observable i lighting. ❑Not Applicable 404.1.1- Fuel gas lighting systems have I❑Complies [FI23]3 no continuous pilot light. t ❑Does Not d' ( #❑Not Observable ❑Not Applicable 11 High.Impact(Tier 1) 2 Medium Impact(Tier 2) ;.3' 1 Low Impact(Tier 3) Project Title: 1470 Jackson St Report date: 12/24/20 Data filename: Page 9 of10 Section Plans Verified' Field Verified # Final Inspection Provisions Value Value Complies?, Comments/Assumptions & Req.ID 401.3 !Compliance certificate posted. t❑Complies [FI7]2 i j❑Does Not 1#❑Not Observable ❑Not Applicable 303.3 f Manufacturer manuals for EIComplies EF11813 imechanical and water heating ?El Does Not (systems have been provided. 1❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) !-3 1 Low Impact(Tier 3) Project Title: 1470 Jackson St Report date: 12/24/20 Data filename: Page 10 of10 ti �( 2015 IECC Energy j Efficiency Certificate Insulation . Above-Grade Wall 18.00 Below-Grade Wall 18.00 Floor 19.00 Ceiling / Roof 49.00 Ductwork(unconditioned spaces): Glass & Door Rating Window 0.36 0.30 Door 0.36 0.30 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments GENERAL NOTES CONCRETE NOTES FRAMING NOTES: STRUCTURAL STEEL 1. CONCRETE STRENGTHS AND TYPES SHALL BE USED IN THE AREAS AS SPECIFIED 1. PROVIDE ALL BLOCKING AND SUPPORTS AS REQUIRED FOR FRAMING OF NEW BELOW, UNLESS OTHERWISE NOTED AREAS. INSTALL AND REMOVE AFTER COMPLETION ALL TEMPORARY SUPPORTS 1. STRUCTURAL STEEL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH . 1. THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE NEW YORK BUILDING HEADERS AND DUST SCREENS TO ADEQUATELY SUSTAIN ALL LOADS. THE LATEST AISC ALLOWABLE STRENGTH DESIGN (ASD) SPECIFICATION FOR STRUCTURAL E ��`I-C CODE 2015. ALL WORK SHALL CONFORM TO LATEST N.Y.S. BUILDING CODE AND ALL RULES USAGE 28 DAY MAX STEEL BUILDINGS". .. a. epw , _._ AND REGULATIONS. �,�s�,� STRENGTH AGG 2. ALL WOOD FRAMING NOTED AS 2x MATERIAL TO BE DOUGLAS FIR GRADE 2 OR 2. MATERIALS: 2. ALL FLOOR LIVE LOADS ARE IN ACCORDANCE WITH SECTION 1607 OF NEW YORK (psi) SIZE BETTER. WIDE FLANGE SHAPES: ASTM A992 GRADE 50 158 County Rd. STATE BUILDING CODE 2015 suite 10 a. SLAB ON GRADE 4000 S.C. ill 3. WOOD SILLS TO BE 1 (2 x 6) A.C.Q. LUMBER WITH 1/2 ANCHOR BOLTS 12 LONG AMERICAN STANDARD SHAPES, ANGLES b. FOUNDATION AND BASEMENT WALLS 4000 S.C. 1" MINIMUM AT 3'-0" O.C. AND V-0" AWAY FROM CORNERS. Southampton, N.Y. 11968 3. THE PROPOSED STRUCTURE HAS BEEN DESIGNED TO WITHSTAND THE WIND PRESSURES SPECIFIED IN SECTION 1609. C. PIERS 4000 S.C. 1" PLATES AND BARS: ASTM A36 d. RETAINING WALLS 4000 S.C. 1 STRUCTURAL STEEL TUBING, Office/Fax (631) 283-4271 4. PROVIDE DOUBLE HEADERS, AND TRIMMERS, AND FRAMING AT ALL STAIR OPENINGS, RECTANGULAR AND SQUARE ASTM A500. GRADE B (FY=46KS1) 4. THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR THE FOLLOWING LOADS: FLOOR OPENINGS, BATHTUBS, AND ALL POSTS AND PARTITIONS RUNNING PARALLEL TO BOLTS ASTM 325 Professional Seal FLOOR FRAMING. PROVIDE BLOCKING UNDER ALL PARTITION WALLS RUNNING ANCHOR RODS ASTM F1554 GRADE 36 2. CONCRETE NOTED IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE PERPENDICULAR TO JOISTS. OF NEW A. FLOOR LIVE LOAD: 40 PSF WELDING ELECTRODE ASTM E70XX� LOW HYDROGEN �,�, y B. ROOF LOADS: SPECIFICATIONS AS SC OF STONE CONCRETE SHALL HAVE NATURAL SAND FINE SHEAR CONNECTORS 3/4" 0 ASTMA-108 =�N�NRy Z.p AGGREGATE, NORMAL WEIGHT COARSE AGGREGATES CONFORMING TO ASTM C33 AND 5. BRIDGING TO BE EITHER SOLID OR 1 x 3 OR 18 GA CROSS BRIDGING & NOT TO TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM C150. EXCEED A MAXIMUM 8'-0" O.C. o o SNOW: 3. ALL BEAMS AND GIRDERS SHALL BE PROVIDED WITH FLEXIBLE SHEAR CONNECTIONS r r m rr OCCUPANCY CATEGORY II EQUAL IN VALUE TO THE LOADS SHOWN ON THE AISC SAFE LOAD TABLES PLUS THE GROUND SNOW LOAD, Pg 20 PSF CONCRETE NOTED IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE 6. ALL NON-BEARING INTERIOR HEADERS TO BE 2 (2 x 6) UNLESS OTHERWISE NOTED. PERCENTAGE LISTED BELOW UNLESS OTHERWISE NOTED. os � 'I � SPECIFICATIONS AS LW OR LIGHT WEIGHT SHALL HAVE EXPANDING CLAY OR SHALE o �20 EXPOSURE FACTOR, Ce 1.0 a. ALL BEAMS WITHOUT STUD SHEAR CONNECTORS = +35% p`�oFESStoN��' THERMAL FACTOR Ct 1.0 COARSE AGGREGATE CONFORMING TO ASTM C330, NATURAL SAND AND TYPE 1 7. ALL INTERIOR HEADERS SHALL BE (2) 2 x 8 UNLESS OTHERWISE NOTED. b. ALL GIRDERS WITHOUT STUD SHi=AR CONNECTORS = + 35% IMPORTANCE FACTOR, Is 1.0 PORTLAND CEMENT CONFORMING TO ASTM C150. LW CONCRETE SHALL NOT WEIGH LESS �� C. ALL BEAMS WITH STUD SHEAR CONNECTORS = + 65% FLAT ROOF SNOW LOAD, Pf 20.0 PSF THAN 95 NOR MORE THAN 116PCF: 8. ALL STRUCTURAL WOOD SHALL BE KEPT 2 CLEAR FROM CHIMNEYS. d. ALL GIRDERS WITH STUD SHEAR CONNECTORS = + 65% C. WIND DESIGN DATA: 3. ALL CONCRETE SHALL BE A MINIMUM 4000 PSI 28 DAY TEST. 9. JOIST HANGER TECO CONNECTIONS REQUIRED AT ALL FLUSH STRUCTURAL LOAD WIND LOADS HAVE BEEN DETERMINED BASED ON SECTION 1609.1.1 IN ACCORDANCE WITH °� THESE REQUIREMENTS SHALL BE ADJUSTED AS NECESSARY FOR MEMBERS THAT SUPPORT ASCE 7, SECTION 6.5, METHOD 2 ANALYTICAL PROCEDURE CARRYING CONDITIONS, ETC. TO BE BY AN APPROVED MANUFACTURER FOR FLUSH OTHER BEAMS. THIS PROVISION MAY BE REDUCED ONLY WHERE SPECIFICALLY PERMITTED 4. CONCRETE MIXES SHALL BE PROPORTIONED TO RESULT IN CONCRETE SLUMP AT STRUCTURAL FRAMING. WHEN IN CONTACT WITH A.C.Q. USE NEW DOUBLE DIP BY THE STRUCTURAL ENGINEER. CONNECTIONS SHALL BE DESIGNED TO DEVELOP A OCCUPANCY CATEGORY II THE POINT OF DISCHARGE AS FOLLOWS GALVANIZED FRAMING HARDWARE.. MINIMUM END REACTION OF 6.0 KIPS. USE A MINIMUM OF 2 BOLTS FOR ALL BOLTED BASIC WIND SPEED (3-SECOND GUST) 140 MPH a. RAMPS AND SLOPING SURFACES - 3" MAXIMUM 10. FRAMING CONNECTIONS FROM EXTERIOR WALL TO ROOF ARE TO BE TIED WITH CONNECTIONS. IMPORTANCE FACTOR, IW 1.0 b. FOUNDATION CONCRETE - 3" TO 6" FRAME CONNECTIONS. EXPOSURE B 4. THE USE OF THE CUTTING TORCH .' HE FIELD WILL NOT BE PERMITTED. INTERNAL PRESSURE COEFFICIENT 0.18 c. ALL OTHER CONCRETE -3„ TO 5 DESIGN WIND PRESSURE FOR COMPONENTS AND CLADDING ON BUILDING WALLS (USE 11. ALL BEAMS MUST HAVE SOLID BEARING TO FOUNDATION, (REFER TO CONSTRUCTION 5. ENDS OF BEAMS AND WEBS SHALL BE REINFORCED WHERE CUTS OR COPES REDUCE ZONE 4 GENERALLY; USE ZONE 5 WITHIN 3' OF BUILDING WALL CORNERS): 5. MIXING, TRANSPORTING AND PLACING OF CONCRETE SHALL CONFORM TO ACI 301. DETAILS). STRENGTH BELOW REQUIRED VALUES. 5. THE STRUCTURE HAS BEEN DESIGNED FOR THE IN-SERVICE LOADS ONLY. SUPPORT 6. THERE SHALL BE NO HORIZONTAL CONSTRUCTION JOINTS IN CONCRETE POURS. 12. ALL HEADERS EXCEEDING 5'-0" SHALL HAVE A DOUBLE JACK STUD WITH A DOUBLE 6. WHERE MILLED STIFFENERS ARE REQUIRED, THERE SHALL BE NO WELD PLACED AT OF ANY CONSTRUCTION EQUIPMENT INCLUDING REINFORCING OF THE BUILDING ALL CONSTRUCTION JOINTS SHALL BE MADE IN THE CENTER OF SPANS WITH VERTICAL KING STUD AND A DOUBLE SILL PLATE. THE MILLED SURFACES (EXCEPT FOR TACK WELDS OR WHERE SHOWN OTHERWISE). NO STRUCTURE IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. CONSTRUCTION BULKHEADS. THE LOCATIONS OF THE CONSTRUCTION JOINTS SHALL BE APPROVED BY WELD SHALL BE PLACED IN CLIPPED CORNERS OF STIFFENERS. MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS OR ROOFS. LOAD THE STRUCTURAL ENGINEER. ADDITIONAL REINFORCING AT CONSTRUCTION JOINTS 13. 'ACQ' DESIGNATION REFERS TO CURRENT ARSENIC-FREE TREATED WOOD SHALL NOT EXCEED DESIGN LIVE LOAD FOR EACH PARTICULAR LOAD, SHALL BE SPECIFIED BY THE STRUCTURAL ENGINEER, SEE TYPICAL DETAIL. DRAWING STANDARDS AND SHALL TAKE THE PLACE OF 'CCA'. 7. ALL WELDING SHALL BE SUBJECT TO INSPECTION AND SHALL BE IN ACCORDANCE SHOWING LOCATIONS OF CONSTRUCTION JOINTS SHALL BE SUBMITTED BY THE GENERAL WITH THE LATEST MANUALS OF THEAMERICAN WELDING SOCIETY. NO WELD SHALL START 6. REINFORCING TO SUPPORT CONSTRUCTION EQUIPMENT AND THE DESIGN CONTRACTOR TO THE STRUCTURAL ENGINEER FOR REVIEW AND VERIFICATION. 14. FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF STUD WALLS AND UNLESS AN INSPECTOR ENGAGED BY THE OWNER IS PRESENT (IN THE SHOP AND IN THE ENGINEERING OF THE FORM WORK, SHORES AND RE-SHORES, AS WELL AS ITS PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR LEVELS AND AT 10- FIELD). SHOP DRAWINGS APPROVED BY THE STRUCTURAL ENGINEER WITH HIS STAMP OF CD CONSTRUCTION, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL SUCH 7. ALL CONCRETE SHALL CONTAIN A CONCRETE MIX USING A MINIMUM OF 5.0 SACKS FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL. APPROVAL OR AS NOTED SHALL BE PROVIDED TO THE INSPECTION AGENCY. ALL WELDING L1J ENGINEERING SHALL BE PERFORMED BY A PROFESSIONAL ENGINEER LICENSED IN THE OF CEMENT PER CUBIC YARD. NO FLY ASH SHALL BE USED IN ANY CONCRETE. ALL ._ EXPOSED CONCRETE TO BE AIR ENTRAINED AIR CONTENT SHOULD BE 6 PERCENT WITH A IS TO BE DONE BY WELDERS LICENSED !N ACCORDANCE WITH ALL REQUIREMENTS OF THE STATE OF NEW YORK. TOLERANCE OF +/- 1.5 PERCENT. NEW YORK STATE BUILDING CODE, AND THE RULES AND REGULATIONS OF THE BOARD OF O 7. THE METHODS PROCEDURES AND SEQUENCES OF CONSTRUCTION ARE THE LAMINATED VENEER LUMBER, LAMINATED STRUCTURAL LUMBER AND PARALLEL STRAND STANDARDS AND APPEALS. z RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR SHALL 8. GENERAL CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, LUMBER NOTES: 8. WHERE STEEL MEMBERS ARE REQUIRED TO BE SPLICED AND/OR WHERE NOTED M.C. J TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE INTEGRITY OF THE PIPE SLEEVES, ANCHOR BOLTS, ETC. AS REQUIRED FOR MECHANICAL TRADES BEFORE CONCRETE IS POURED THESE ITEMS ARE TO BE INSTALLED BY GENERAL CONTRACTOR. ON DRAWINGS THE CONNECTION SHALL BE MADE TO DEVELOP THE FULL STRENGTH OF STRUCTURE AT ALL STAGES OF CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE 1. LAMINATED VENEER LUMBER (LVL) SHALL BE "MICRO-LAM" AS MANUFACTURED BY THE SECTION. SUCH CONNECTIONS SHALL NOT INTERFERE WITH ANY ARCHITECTURAL OR FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION SLOT AND SLEEVE DRAWINGS SHALL BE SUBMITTED BY THE GENERAL CONTRACTOR TO WEYERHAEUSER, "G-P LAM" AS MANUFACTURED BY THE GEORGIA PACIFIC CORPORATION MECHANICAL CLEARANCES. D AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTION AND MISALIGNMENT ACCORDING THE STRUCTURAL ENGINEER FOR REVIEW AND VERIFICATION. OR "GANG-LAM" AS MANUFACTURED BY THE LOUISIANA PACIFIC CORPORATION. PARALLEL TO APPLICABLE CODES, STANDARDS AND GOOD PRACTICE. 9. NO CONCRETE IS TO BE POURED UNTIL ALL HOLES AND OPENINGS SHOWN ON STRAND LUMBER (PSL) SHALL BE "PARALLAM" AS MANUFACTURED BY WEYERHAEUSER. 9. SUBMIT SHOP DRAWINGS ERECTION PLANS, WORK PROCEDURES AND V PLANS AND SHOP DRAWINGS ARE REVIEWED AND VERIFIED. LAMINATED STRUCTURAL LUMBER (LSL) SHALL BE "TIMBERSTRAND" AS MANUFACTURED QUALIFICATIONS TO THE STRUCTURAL ENGINEER FOR APPROVAL. Z) 8. PRINCIPAL OPENINGS IN THE STRUCTURE ARE INDICATED ON THE CONTRACT BY WEYERHAEUSER. Of DOCUMENTS. REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING 10. FULL PENETRATION GROOVE WELDS ARE TO BE ULTRASONICALLY TESTED. DRAWINGS FOR SLEEVES, CURBS, INSERTS, ETC. NOT HEREIN INDICATED. OPENINGS IN 10. FILL ALL PLUMBING SLOTS WITH CONCRETE OF THE SAME STRENGTH AND TO THE 2. MINIMUM ALLOWABLE STRESS AND STIFFNESS CHARACTERISTICS OF LVL AND PSL SLABS WITH A MAXIMUM SIDE DIMENSION OR DIAMETER OF 12 INCHES OR LESS SHALL NOT SAME DEPTH AS THE FLOOR SLAB AFTER PIPING IS INSTALLED UNLESS OTHERWISE MATERIAL SHALL BE AS FOLLOWS: 11. ALL CONNECTIONS USING HIGH STRENGTH BOLTS SHALL BE TESTED BY OWNERS REQUIRE ADDITIONAL FRAMING OR REINFORCEMENT, UNLESS OTHERWISE NOTED. THE SHOWN. TESTING LAB. LOCATION OF SLEEVES OR OPENINGS IN STRUCTURAL MEMBERS SHALL BE SUBMITTED TO _ LVL PSL 11. PIPES OR CONDUITS PLACED IN SLABS SHALL NOT HAVE AN OUTSIDE DIAMETER 12. H.S. BOLTS OR WELD SHALL BE U ._.D IN THE FOLLOWING LOCATIONS: CANTILEVERED THE STRUCTURAL ENGINEER FOR REVIEW AND VERIFICATION. FB - 2600 PSI 2900 PSI �, LARGER THAN 1/3 THE SLAB THICKNESS AND SHALL NOT BE SPACED CLOSER THAN THEIR FC (PARALLEL TO GRAIN) = 2510 PSI 2900 PSI MEMBERS (EACH SIDE), MEMBERS NOTED M.C., AT MEMBERS SUPPORTING MACHINERY OR W 9. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, FLOOR ELEVATIONS, SLOPES DIAMETERS ON CENTER. ALUMINUM CONDUITS SHALL NOT BE PLACED IN CONCRETE. FC PERPENDICULAR TO GRAIN) 750 PSI 750 PSI OTHER MECHANICAL EQUIPMENT AT ALL HANGER POST STRUT AND COLUMN w z AND THE LOCATION OF DEPRESSED FLOOR AREAS. FV = 285 PSI 290 PSI CONNECTIONS, AT MEMBERS FRAMING TO COLUMNS AND WITHIN T-0" OF COLUMNS. W 12. NO ALUMINUM SHALL BE CAST IN CONCRETE. E = 1,900,000 PSI 2,000,000 PSI (D 10. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE SITE PRIOR TO 13. WHERE A307 BOLTS ARE USED TH7"EADS SHALL BE DISTORTED AFTER INSTALLATION STARTING WORK AND SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS AND 1 .' ` SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. WORK MEMBER SIZES SHOWN ON PLAN (WIDTH X DEPTH) SPECIFIED AS LVL MAY BE TO PREVENT NUTS FROM BACKING OFF. MAKE WORK COMPLY WITH THE SAME. SHALL NOT BEGIN UNTIL CONTRACTOR RECEIVES APPROVED SHOP DRAWINGS. CONSTRUCTED OF MULTIPLE LVL PLIES OR PSL OF THE SPECIFIED DEPTH, ' FASTENED TOGETHER BY NAILING OR BOLTING AS REQUIRED. MEMBER SIZES N 14. • ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO 14. ALL STEEL IS TO BE ERECTED WI� ,-, .�A,r URAL CAMBER UNLESS OTHERWISE NOTED; 11. ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS PRIOR TO REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE, INCLUDING SUBMISSION OF FOLLOWED ONLY BY PSL MUST BE INSTALLED AS A SOLID MEMBER, NOT BUILT-UP. KEEP ENDS OF ALL CANTILEVERS UP AS NOTED ONI DRAWINGS. CONSTRUCTION AND PRIOR TO ORDEPUNG MATERIALS. CONCRETE TEST MIXES. 15. STRUCTURAL MEMBERS TO BE PAINTED WITH THE FOLLOWING PRIMER; "10-99 TNEMEC 12. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. 3. MINIMUM ALLOWABLE STRESS AND STIFFNESS CHARACTERISTICS OF MEMBERS PRIMER" MODIFIED ALKYD RUST INHIBITIVE PRIMER, TNEMEC CO., INC. OR APPROVED 15. NO CONCRETE IS TO BE POURED UNTIL PLACEMENT OF REINFORCEMENT IS DESIGNATED AS LSL MATERIAL SHALL BE AS FOLLOWS: _ EQUAL. (DRY FILM THICKNESS 2.9 TO 3.5 MILS) 13. THE GENERAL CONTRACTOR SHALL COMPARE STRUCTURAL SECTIONS WITH CHECKED AND APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. - ARCHITECTURAL SECTIONS AND REPORT ANY DISCREPANCY TO THE ARCHITECT PRIOR TO 1.3E LSL 1.5E LSL 1.55 LSL FABRICATION OR INSTALLING STRUCTURAL MEMBERS. FB = 1700 PSI 2250 PSI 2325 PSI STEEL DECK NOTES FC (PARALLEL TO GRAIN) = 1400 PSI 1950 PSI 2050 PSI 14. THE USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANY REINFORCING STEEL FC PERPENDICULAR TO GRAIN) = 680 PSI 775 PSI 800 PSI 1. STEEL DECK SHALL BE DESIGNED, FABRICATED, AND ERECTED IN ACCORDANCE WITH CONTRACTOR, SUB-CONTRACTOR, ERECTOR, FABRICATOR, MATERIAL SUPPLIER, ETC. IN FV = 400 PSI 400 PSI 310 PSI LIEU OF PREPARATION OF SHOP DRAWINGS, SIGNIFIES HIS ACCEPTANCE OF ALL E = 1,300,000 PSI 1,500,000 PSI 1,550,000 PSI THE CURRENT SPECIFICATION OF THE STEEL DECK INSTITUTE. INFORMATION SHOWN HERE ON AS CORRECT AND OBLIGATES HIMSELF TO ANY JOB 1. ALL REINFORCING STEEL SHALL BE GRADE 60 AND SHALL CONFORM TO ASTM EXPENSE, REAL OR IMPLIED, ARISING DUE TO ANY ERRORS THAT MAY OCCUR HERE ON. SPECIFICATION OF DEFORMED AND PLAIN BILLET STEEL BARS FOR CONCRETE 4. MEMBERS MAY NOT BE BORED OR NOTCHED WITHOUT WRITTEN PERMISSION FROM 2. COMPOSITE FORMED STEEL FLOOD DECK TO BE 2" DEEP, 20 GAGE (UNCOATED STEEL REINFORCEMENT, ASTM A615, STANDARD SPECIFICATION FOR EPDXY-COATED STEEL THE ENGINEER. THICKNESS = 0.0358"), GALVANIZED (G60 COATING), UNITED STEEL DECK TYPE LOK-FLOOR, 15. ALL CODES, COMMITTEE REPORTS, SUPPLEMENTS, SPECIFICATIONS, ETC. REFERRED REINFORCING BARS, ASTM A775, STANDARD SPECIFICATION FOR FABRICATION AND JOBSITE COMPOSITE FLOOR DECK AS MANUFAC tJRED BY CANAM STEEL CORPORATION, OR AN TO IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE PROJECT SPECIFICATIONS HANDLING OF EPDXY-COATED STEEL REINFORCING BARS, ASTM D3963, STANDARD APPROVED EQUAL INCLUDE ALL AMENDMENTS, SUPPLEMENTS AND ADDENDA IN FORCE AT THE DATE OF SPECIFICATION FOR EPDXY-COATED STEEL WIRE AND WELDED WIRE REINFORCEMENT, ASTM 3. FORMED STEEL ROOF DECK TO BE 1-1/2" DEEP, 20 GAGE (UNCOATED STEEL THESE DOCUMENTS. A884. DETAILING OF REINFORCEMENT, ASTM A615. DETAILING OF REINFORCING STEEL SHALL DIMENSIONED WOOD FRAMING NOTES: THICKNESS = 0.0358"), GALVANIZED (G60 COATING)., WIDE RIB, UNITED STEEL DECK "B" DECK CONFORM TO THE AMERICAN CONCRETE INSTITUTE DETAILING MANUAL. PROFILE, AS MANUFACTURED BY CANAM STEEL DECK, INCORPORATED OR AN APPROVED 16. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN CONSENT OF THE 1. THE STRUCTURAL WOOD STRESS GRADE STAMPED LUMBER SHALL BE GRADED AS EQUAL. ARCHITECT OR ENGINEER WILL NEGATE THE CERTIFICATION OF THESE PLANS. 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM SPECIFICATION A185 (70,000 PSI FOLLOWS: MINIMUM) AND SHALL BE SUPPLIED IN FLAT SHEETS. ALL WELDING WIRE FABRIC SHALL BE 4. THE STEEL DECK SHALL BE SUPPLIED IN MINIMUM LENGTHS AS REQUIRED TO 17. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH LAPPED TWO (2) FULL MESH PANELS ATE ENDS AND SIDES AND TIED SECURELY, UNLESS JOISTS, RAFTERS AND STUDS: PROVIDE A "3-SPAN" CONDITION END CLOSURES, ROOF SUMPS, CLOSURES AT THAT AS INDICATED ON THESE PLANS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY OTHERWISE NOTED. DOUGLAS FIR-LARCH OR DOUGLAS FIR-LARCH (NORTH), NO. 2. PENETRATIONS, AND ALL OTHER ACCESSORIES NECESSARY FOR A COMPLETE THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND FB (BASE) = 850 PSI INSTALLATION ARE REQUIRED. CD 3. REINFORCING AND WELDED WIRE MESH FOR SLAB ON GRADE SHALL BE SUPPORTED BY CONTINUE WITH WORK, HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY E FV (BASE) = 180 PSI a) � THEREFROM. PRECAST CONCRETE CUBES OR BRICK OR CHAIRS DESIGNED FOR EARTH BEARING AT A E (BASE) = 1,600,000 PSI 5. COMPOSITE FORMED STEEL FLOOR DECK SHALL BE WELDED TO SUPPORTING STEEL = O MAXIMUM OF 4'-0" ON CENTER IN EACH DIRECTION. DEPTH OF SUPPORT SHALL PROVIDE FOR WITH 5/8" DIAMETER PUDDLE WELDS AT 12" ON CENTER. INTERMEDIATE SIDE CONNECTIONS C: r- 18. CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL CODES, 314" TOP COVER TO REINFORCING UNLESS OTHERWISE NOTED. SHALL BE MADE WITH #10 SELF TAPPING SCREWS OR WELDED WITH 1 1/2" LONG WELDS AT > r- ORDINANCES, RULES AND REGULATIONS. CONTRACTOR SHALL ARRANGE FOR ALL 2. THE DESIGN OF THE DIMENSIONAL LUMBER MEMBERS AND THEIR CONNECTIONS IS A MAXIMUM SPACING OF 3'-0" ON CENTER. IN LIEU OF PUDDLE WELDS, POWDER ACTUATED Q NECESSARY PERMITS AND INSPECTIONS INCLUDING THE CERTIFICATE OF OCCUPANCY. 4. PROVIDE STANDARD BAR CHAIRS AND SPACERS AT 5'-0" CENTERS MAXIMUM, FOR ALL BASED ON THE LUMBER HAVING A MOISTURE CONTENT AT THE TIME OF INSTALLATION OF FASTENERS HAVING THE SAME CAPACITY AS THE SPECIFIED PUDDLE WELDS, MAY BE USED. SLABS ABOVE GRADE. 19% OR LESS. FASTENERS SHALL BE MANUFACTURED BY HILTI, INC. OR AN APPROVED EQUAL SHOP z 19. WHERE CONFLICT EXISTS BETWEEN THE GENERAL BUILDING CODE SPECIFIED DRAWINGS SHALL BE SUBMITTED FOR APPROVAL TO THE ENGINEER INDICATING FASTENER 0 ABOVE AND OTHER CODES, PUBLICATIONS, SPECIFICATIONS AND DRAWINGS CITED 5. DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN 3. JOISTS OR RAFTERS ARE TO BE INSTALLED WITH "CROWN" UP (I.E. POSITIVE DATA INCLUDING SIZE VS. STEEL SUBSTRATE MATERIAL,SPACING, CAPACITIES, INCLUDING U O HEREIN, THE REQUIREMENTS OF THE MORE STRINGENT ITEM SHALL GOVERN. ACCORDANCE WITH ACI PUBLICATION 315, LATEST EDITION. CAMBER) AND WITHIN 1/2 INCH OF STRAIGHT, END-TO-END ALIGNMENT. DIAPHRAGM SHEAR CAPACITIES, METHOD OF INSTALLATION AND PROGRAM FOR QUALITY U ASSURANCE OF INSTALLATION. 20. ANY SUBSTITUTIONS OR ALTERNATES (DETAILS, MEMBERS, ETC.) MAY BE USED IF 6. SPLICE TOP BARS AT MID-SPAN ONLY AND BOTTOM BARS AT SUPPORT ONLY UNLESS 4. SEVERELY DISTORTED (TWISTED, BOWED, CUPPED, CHECKED, ETC.) LUMBER SHALL U U) SUCH SUBSTITUTION OR ALTERNATES ARE SUBMITTED TO THE ENGINEER FOR REVIEW OTHERWISE NOTED. ALL REINFORCING SHALL LAP 36 BAR DIAMETERS MINIMUM AT SPLICES NOT BE USED. 6. STEEL DECK MUST BE PROTECTED BEFORE AND AFTER ERECTION AND ALL DEBRIS w O AND ACCEPTANCE IS GRANTED; HOWEVER, THE ENGINEER SHALL BE THE SOLE JUDGE OF UNLESS OTHERWISE NOTED. CLEANED FROM ITS SURFACE WHERE CONCRETE WILL BE POURED OR ROOFING IS TO BE ) ti ACCEPTABILITY. IN ANY EVENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE 5. NOTCHES IN THE TOP OR BOTTOM OF DIMENSIONED LUMBER JOISTS OR RAFTERS PLACED. of d' DESIGN OF SUCH ALTERNATES AND SUBSTITUTIONS WHICH HE PROPOSES. THE ENGINEER 7. REINFORCING STEEL COVERAGE SHALL BE AS FOLLOWS (SEE SECTION 7.7, AC1318, FOR SHALL NOT EXCEED ONE-SIXTH THE MEMBER DEPTH AND SHALL NOT BE LOCATED IN THE a z SHALL NOT BE RESPONSIBLE FOR ANY CHANGES WITHOUT NOTIFICATION. CONDITIONS NOT NOTED) UNLESS NOTED OTHERWISE IN PLANS. MIDDLE THIRD OF THE SPAN. END NOTCHES SHALL NOT EXCEED ONE-FOURTH THE MEMBER DEPTH. BORED HOLES SHALL NOT BE WITHIN TWO INCHES OF THE TOP AND A. FORMED WALL 2" BACKFILL SIDE. 3/a" FRONT SIDE BOTTOM OF THE MEMBER AND THEIR DIAMETER SHALL NOT EXCEED ONE-THIRD THE Revisions 21. LARGER SCALE DETAILS SHALL HAVE PRECEDENCE OVER SMALLER SCALE B. FOOTING 3" MEMBER DEPTH UNLESS OTHERWISE NOTED ON PLANS. No. Date. Description D DRAWINGS. IT IS THE INTENTION OF THE DRAWINGS TO PROVIDE FOR A COMPLETE JOB IN .S ON GRADE 3/" TOP, 3" BOTTOM ' ALL RESPECTS AND NO EXTRAS WILL BE ALLOWED FOR MATERIALS AND/OR LABOR D. STRUCTURAL SLABS 3/" REQUIRED TO COMPLETE THE WORK, AS INDICATED. SHEATHING PANELS: 8. PROVIDE ADDITIONAL REINFORCING AT ALL CONCRETE WALL OPENINGS, SEE DETAILS. 9. WELDING OF REINFORCING BARS ONLY WHEN PERMITTED BY THE STRUCTURAL 1 SHEATHING PANELS, PLYWOOD OR ORIENTED STRAND BOARD ("OSB"), SHALL 22. THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE CONFORM TO U.S. PRODUCT STANDARD PS-1, AND BEAR THE APA GRADE-TRADEMARK OF PROPERTY OF THE ARCHITECT OR ENGINEER WHETHER THE PROJECT FOR WHICH THEY ENGINEER, SHALL CONFORM TO THE AMERICAN WELDING SOCIETY STANDARD D1.4-79; BARS THE AMERICAN PLYWOOD ASSOCIATION. ONLY PLYWOOD SHALL BE USED ON FLOORS. ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS SHALL CONFORM TO ASTM A706. ELECTRODES FOR SHOP AND FIELD WELDING OF Designed By: AA OR EXTENSIONS TO THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH REINFORCEMENT BARS HALL CONFORM TO ASTM A233, CLASS E90XX. SCHEDULED OR 2 SHEATHING PANELS FOR FLOORS ROOF AND WALLS SHALL BE APA RATED APPROPRIATE COMPENSATION TO THE ARCHITECT OR ENGINEER. DETAILED REINFORCEMENT SHALL NOT BE TACK WELD FOR ANY REASON. SHEATHING, EXPOSURE 1, WITH A MINIMUM SPAN INDEX RATING OF 32/16. SEE Drawn By: AA ARCHITECTURAL PLANS FOR THICKNESS. Checked By: PWD 23. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, 10. DEFORMED BAR ANCHORS SHALL CONFORM TO STANDARD SPECIFICATION FOR DEFORMED STEEL WIRE FOR CONCRETE REINFORCEMENT ASTM A496 WITH A MINIMUM YIELD CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, ETC., FOR WORK PERFORMED 3 SHEATHING PANELS ON FLAT SURFACES SHALL BE INSTALLED WITH FACE GRAIN FROM AGENCIES HAVING JURISDICTION THEREOF, IF REQUIRED. STRENGTH OF 70,000 PSI. STANDARD ASTM A615 GRADE 60 REINFORCING BARS MAY NOT BE PERPENDICULAR ACROSS SUPPORTS AND CONTINUOUS OVER TWO OR MORE SPANS. SUBSTITUTED FOR DEFORMED BAR ANCHORS UNLESS PERMITTED BY THE STRUCTURAL Date: 2020.04.22 PROVIDE 1/8" SPACE BETWEEN PANEL EDGES PARALLEL TO FACE GRAIN, 1/16" SPACE 24. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE LOCAL BUILDING ENGINEER. BETWEEN PANEL EDGES OVER SUPPORTING MEMBERS. Scale: 1/4" = 1'-0" DEPARTMENT AT LEAST 48 HOURS PRIOR TO ANY WORD:. GENERALSTRUCTURAL 11. PROVIDE WELD SMOOTH WIRE FABRIC MINIMUM 6x6- W2.1 x 2.1 IN ALL TOPPING SLABS. NOTES UNLESS OTHERWISE NOTED 4 FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING MEMBERS WITH 25. IF ANY, CONTRACTOR SHALL DISCONNECT, CAP AND REROUTE ANY EXISTING UTILITY CONSTRUCTION ADHESIVE SUCH AS PL200, LAID IN A CONTINUOUS 1/4 INCH WIDE BEAD LINES IN AREA OF FOUNDATION WORK AND SHALL USE HAND EXCAVATION IN AREAS OF ALONG THE MEMBER LENGTH. SUSPECTED UNDER GROUND UTILITIES AND SERVICES. IF ANY LINES ARE BROKEN OR 12.. PROVIDE #4 AT 12" CENTERS MINIMUM, EACH WAY TOP, IN ALL HOUSEKEEPING PADSS -000 DAMAGED, THE CONTRACTOR WILL REPAIR AND REPLACE SAME AT HIS OWN EXPENSE AND SUPPORTING MECHANICAL EQUIPMENT WHETHER SHOWN ON THESE DRAWINGS OR NOT 5 AT DESIGNATED SHEARWALLS, HORIZONTAL EDGES OF WALL SHEATHING SHALL BE ARRANGE FOR PROPER INSPECTION OF HIS WORK. UNLESS OTHERWISE NOTED. BACKED BY SOLID BLOCKING BETWEEN STUDS TO PROVIDE BACKING FOR SPECIFIED PANEL EDGE NAILING. �' 1 Sheet#. .4 'A f, A� 65'-0" �'7 9 1/4" 20'-7 1/2" 0'-'3'114" 6'-9 1/2" -11 11314" 10'-6 3/4" DiLandirc Andrews E n g 1 n e e r i n g 158 County Rd. Suite 10 Southampton, N.Y. 11968 Office/Fax (631) 283-4271 3 1/2x 11 7/8 PSL S.L 11 Professional Seal F New 6 CO W 2X1 0 P.T (0 x M cc CN LU ico AT 16"o.c.� Q) 44j x x 09 2 zt SIONP LO to .......... 5 1/4x 11 7/8 PSL S.L 11 1/4x /8 PSL S.L 11 5 1/4x 9 1/2 PSL S.L 11 .......... 5 1/4x 11 7/8 PSL S.L 11 5 1/4x 11 7/8 PSL S.L 11 5 1/4x 11 7/8 PSL S.L If 5 1/4x 11 7/8 PSL S.L 11- 5 1/4x 11 7/8 PSL S.L If 5 1/4x 11 7/8 PSL S.L If F _01 0 CD cl x CO 04 x C14 3 1/2x.11 7/8 PSL S.L 11 3 112x 11 7/8 Pt, .L 11 5 1/4x 11 7/8 PSL S.L 11 5 1/4x 11 7/8 PS --——————————————— ————————————————————\=,/————————————— 5 1/4x 11 7/8 PSL S.L 11 (UNDER) 5 114x 117/8 S.L 11 (UNDER) (3 a: 0 C5 10 .0 CC) 75 (0 x zo UP/DN C%j C14 HSS5X3X3/8 HSS5X3X3/8 UP UP W10X15.............. ... .............. ..... .......... . .. ................ .. ............... ...... ......... .. ................ ...... . .... ..... .... . I I . .. .............. .. ............... ......... .. .... 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SW-1 HEADER SCHEDULE 1 06/11/2020 Revision 1 SHEATING PANEL NAILING PATTERN"A" NAILING PATTERN"B" SIMPSON HOEDOWN 7 `77 ANCHORAGE OF P.T.SILL DRILLED IN SHEATHING PANEL TO TOP OF FOUNDATION WALL/ MARK LOCATION THICKNESS BOTH SIDES OF WALL 2x BOT.AND FLOOR ANCHOR TO AND EPDXY END POST SCREWS HAUNCH SLAB EDGES TO VERT. STUDS TO HORIZ. SHEATHING TO LVL MODEL FOUNDATION/ ANCHORED SOLID WOOD Designed By: AA 2X BLOCKING BLOCKING/LVL WALL BELOW EMBEDMENT POST SIZE(MIN.) D AA DEPTH (MIN.) Drawn By: Checked By: PWD TYP. 1/2"Ox`12"LONG ANCHOR 1011 (10)-SDS 1/4x2 SW-1 EXTERIOR 15/32" N 1 Od AT 6"O.C. 16d AT 6"O.C. HDU5-SDS2.5 5/8"0 ATR WALL BOLTS AT 4'-0"o.c. 1/2 (2)-2x z Date: 2020.04.22 TYP. 1/2"Ox`12"LONG ANCHOR 10" (10)-SDS 1/4x2 Scale: 1/4" 11-011 SW-1 INTERIOR 15132" N I Od AT 6"O.C. 16d AT 6"O.C. HDU5-SDS2.5 5/8"0 ATR a BOLTS AT 4'-O"o.c. 1/2 (2)-2x WALL SECOND FLOOR FRAMING PLAN TYP. 2nd Floor Framing 1/2"Ox`12"LONG ANCHOR (10)-SDS 1/4x2 SW-1 INTERIOR 15/32" Y 1 Od AT 6"O.C. 16d AT 6"O.C. HDU11-SDS2.5 5/8"0 ATR 10" WALL BOLTS AT 4'-0"o.c. 1/2/(2)-2x S� l 02 SHEAR WALL SCHEDULE Sheet#: ............ 65'-0 9 1/4" 20'-7 1/2" 0'-3 1/4" 6'-9 1/2" 24'-11 3/4" 10'-6 3/4" DiLandro n d rews Engineering 158 County Rd. Suite 10 Southampton, N.Y. 11968 Office/Fax (631) 283-4271 Professional Seal OF NEwy 0 M Lu CO 72 �FES Hb Nall, .. Kill[ CD 04 cr) CY) 04 ........... N2 (0 C) .7ro ce) CN..... ..... \A, .......... .. ........ ........... T E RN B E 0 0,,, A........... DO I E L'S 205 . " ............. 2051 ............. HD A a ZkCH Rv'S V ................. A, 204 1P R� "(A 00 . ............ ................. ... ..- .......... ... ............... ....... ... .....- .. ......... .... .... ... .. ............. . ........... HD C) U) --- -------- ..... ....... D S TAA,,� O!Al .............. 2 03 .............. ............... LL A LL .......... HD V ............. /V HD ........................ .......... V A, 0 tt ............ Ix, Q4 A H D rn % .. ... ...... CV) IX) .... .. ............. ......... ........................ BA : ........... ........ ......... OP- CC) C) cn NOTES: &SW-1 - INDICATES SHEARWALL. PROVIDE 1/2"THICK PLYWOOD W1 x HD La A BLOCKING AT HORIZONTAL JOINTS. PANEL EDGE NAILING TO BE 10d NAILS AT 6"o.c. 'F, SATI NiAST SIMPSON HDU5-SDS2.5 HOLDOWNS ARE TO BE LOCATED AT ENDS OF EACH SHEAR r 3k, WALL.AND INSTALLED PER TYPICAL DETAILS"V.I.F."-INDICATES VERIFY IN FIELD AND ............. ................. —CONSULT ENGINEER/ARCHITECT— 4? 2. HD INDICATES APPROXIMATE LOCATION OF SIMPSON HDU5-SDS2.5 0 (y) 04 . ).. C14 HOLD DOWN C1 ..i.................................. (P 3. MINIMUM WOOD POST TO BE(2)-2X POST FOR 2x6 WALLS AND(3)-2X POST FOR 2x4 L WALLS .......... I:LP0 _H ................ ..... ........ ...... .. .................. ..... . ............ .... ................... ... .................. .... ................ ... ............... .. ......... ........... .... ................. ....... .... ............... . ... ............. ............... ... ............. ..... .......... .... .............. ................ ............. ..... .................. ..... ..... .....4. ALL WOOD FRAME CONNECTIONS NOT BEARING TYP CONNECTIONS ARE TO HAVE ... . ............. ......... ............ A SIMPSON FACEMOUNT HANGER SIZED TO FIT CONNECTING MEMBERS. .......... .................... a. cn 5. ALL JOISTS OVER BEARING WALLS ARE TO HAVE SOLID 2X BLOCKING BETWEEN G'JES , I U P A HD JOISTS AND BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS ... . ....... L! WbY ?C)7 .. .......•:,:, .................. - . I I ...... ...... .. .......... 6. FASTEN ALL FRAMING AS PER TYPICAL FASTENING SCHEDULE. 202 208 .................... ................................ ........ ...... ... ...... ......... ...... A .... ....... ........................ BEAM MATERIAL "r. . .. ....... '15 BEAM SIZE HD ce) SPAN DIRECTION CN RAFTERMOISTS U) C� =3 .......... IREC 1�0 �j PITCH D FRAMING EXTENTS OF -INDICATES COLUMN BELOW INDICATES WALL BELOW C; CN r. (2) 1 314x 117/8 LVL # INDICATES COLUMN ABOVE BELOW INDICATES WALL ABOVE .. ... ....... INDICATES COLUMN ABOVE INDICATES WALL ABOVE/BELOW C14 370" 2 A ------------- BEAM END REACT ION . JOIST/RAFTER ..... COLUMN STEEL) z (KIPS TYPE. &SPACING OVER BEAM NOTE: C: .. ...... (LBS-WOOD) ALL WOOD POSTS TO BE (2)-2X MINIMUM .. . .. ...... 0 . .. ........ BEAM NUMBER .......... ........... ....... ..... .... ... .... E JOISTS RAFTRES COLUMN IPOST WALL BEAMS/HEADERS --H Ala =3 P ; Ax ............ '31 2 : ...........................1........ FRAMING LEGEND 'A C-ArAG:� ROOSF H-1 -INDICATES HEADER TO BE(2)-1 3/4x7l/4"LVL .............................. .......... H-2 INDICATES HEADER TO BE(2)-1 314x9 1/4"LVL .. ......... HD A .. ......... H-3 INDICATES HEADER TO BE(2)-1 3/4xl 17/8"LVL Revisions .. ....... .... .......... ..... ................ .... ................... ..... .............. .... ............... .... ............. .... ............... .... ... . .......... ......... .................... ............. ................ .......... .......... . ................ .... ................. .... .. ................ .. .................. ... ................... ... .................. .... ............. ......... ... ....... .... ..... ............... .... .................. .... ........... No. Date. Description 1 06/11/2020 Revision 1 ............ ...... HEADER SCHEDULE Roof Framing �2�114�' = 1'-0" SHEATING PANEL NAILING PATTERN "A" NAILING PATTERN"B" SIMPSON HOLDOWN 121 ANCHORAGE OF P.T.SILL SHEATHING PANEL DRILLED IN MARK LOCATION THICKNESS BOTH SIDES OF WALL TO TOP OF FOUNDATION WALL/ 2x BOT.AND FLOOR ANCHOR TO END POST SCREWS Designed By: AA EDGES TO VERT. AND EPDXY HAUNCH SLAB SHEATHING TO LVL MODEL FOUNDATION/ SOLID WOOD STUDS TO HORIZ. ANCHORED BLOCKING/LVL WALL BELOW POST SIZE(MIN.) Drawn By: AA j 2X BLOCKING EMBEDMENT DEPTH (MIN.) Checked By: PWD 77 TYP. a SW-1 EXTERIOR 15/32" N 1/2"Oxl2"LONG ANCHOR I Od AT 6"O.C. 16d AT 6"O.C. HDU5-SDS2.5 5/8"0 ATR 10" (10)-SDS 1/4x2 BOLTS AT 4'-O"o.c. WALL 1/2 (2)-2x Date: ZOZ0.04.22 Scale: 1/4" -011 TYP. 1/2"Ox'12"LONG ANCHOR (10)-SDS 1/4x2 BOLTS AT 4'-O"o.c. SW-1 INTERIOR 15/32" N 1 Od AT 6"O.C. 16d AT 6"O.C. HDU5-SDS2.5 5/8"0 ATR 10" 1/2 (2)-2x ROOF FRAMING PLAN WALL TYP. 1/2"Ox`12"LONG ANCHOR 10" (10)-SDS 1/4x2 SW-1 INTERIOR 15132" Y 1 Od AT 6"O.C. 16d AT 6"O.C. HDU11-SDS2.5 5/8" 0 ATR 10 WALL BOLTS AT 4'-0"o.c. 1/2 (2)-2x S- 103 SHEAR WALL SCHEDULE .............. CENTER 'PREFORMED LINE VAPOR RETARDED FIRST POUR SECOND POUR EXPANSION 24"EDGE LAP.OMIT SEE PLAN FOR MATERIAL COLUMN/PIER/OR GRADE AT EXTERIOR SLABS REINFORCEMENT A T BE CENTERED ON SLAB ON GRADE,SEE PLAN FOOTING PROVIDE CONT. CHAIR AT 3'-0"O.C. MAX SEE PLAN FOR FLOOR FRAMING, SEE PLAN CONT.#5 HORIZONTAL SLAB THICKNESS �� FOR REINFORCEMENT ;m , DI L�� CO TO MAINTAIN REINFORCEMENT AT ES 1/4 PREMOLDED STOP REINFORCEMENT AT l...::. . ELEVATION SHOWN U TONGUE 0'-6' U-6" EACH SIDE ' AND GROOVE JOINT z x x x x x x I ( ( BEAMCOLUE PIER/OR GRADE FOB I nq0 Cl) _ o O ( I >> x x x�— X x - a, •x� :X,—. —x_ 4 =;-x; x — 158 Count Rd. 39, Suite 10 -o .•a °• <!. �. :_b . U z I PIER/COLUMN Y a / • . d• ° a' _ a % _ �"PREFORMED EXPANSION w Y ❑ ° ' d ' a • U ❑ REINFORCEMENT IF REQ'D Southampton, N.Y.11968 MATERIAL O = = I Office: (631)259-3959 • • CONT.#5 HORIZONTAL c9 I Info@DiLandroengineering.com _ _ _ F- (2)-TOP AND BOTTOM z w FOOTING TOP x x x x x W #5 DOWEL AT 18"o.c.W/ O cn ( I I REINFORCEMNT IF REQ'D, w SEE SCHEDULE Professional Seal III— -II w • Z 0'-10"HOOK GRANULAR SUB-BASE REFER TO GEO-TECH. 0 2x4 KEY o —o— o o 0 0 NATURAL"CUT"GRADE OR REPORT OR 6"MIN. CONSTRUCTION JOINT DETAIL SLAB ON GRADE, SEE M • OF R �y0 COMPACTED SUB-GRADE NOTES: PLAN FOR REINF. #5 HORIZONTAL @ • • — r •— • • co 18"o.c. 7k O i CONSTRUCTION JOINTS ARE TO BE USED WHEN CONCRETE CONNECT P.T. PLATE TO o r .33 OPERATIONS ARE TO BE INTERRUPTED.CONSTRUCTION JOINTS FOUNDATION SHELF W/ 3)#5 BAR CONT. ') < ' TYPICAL SLAB ON GRADE DETAIL MAY ONLY BE USED AT LOCATIONS SPECIFIED FOR CONTROL "' " FTG. BOTTOM REINF., 2 2 Qjx9 LONG ANCHOR BOLTS U cP �• JOINTS,SEE SLAB PLAN AND DETAIL ii AT 3'-0"o.c• BOTTOM OF FOOTING SEE SCHEDULE #5 AT 12"o.c.BOTH WAYS EL.= SEE PLAN 0'-7" 0'-10" 0'-7" BOTTOM OF FTG. EL., ROFESSIONP� (2)-#5 CONT.TOP AND BOTTOM 2'-0" NOTES: SEE PLAN SAW CUT WHERE SLAB R LEFT WRAP W.W.F.AROUND CONT. #5 DOWEL AT 12"o.c. 1.SEE FOOTING SCHEDULE FOR FOOTING DIMENSIONS EXPOSED, FILL WITH APPROVED " #4 NOSING BAR �/ JOINT FILLER IN ACCORDANCE WITH d STOP REINF.SHORT OF 1_0 �„ 2x4 KEY 3 TYPICAL PICAL FOUNDATION DETAIL @ SOG SHELF MANUFACTURER'S INSTRUCTIONS JOINT MIN. EDGE WITH 4 AT EACH SIDE RADIUS TOOL S-300 _� —x X x _x _ a SLAB ON GRADE,SEE PLAN FOR REINFORCEMENT ' 2 —x-x— x x x x x ISOLATED FOOTING SCHEDULE I =III - _ o • BEARING CAPACITY OF SOIL =2000 PSF 0 Q T (3)-#5 CONT. BOTTOM OF FOOTING CALLOUT ALLOWABLE SIZE THICKNESS REINFORCEMENT ADDITONAL INFO. z > � z ® • AXIAL LOAD LENGTH WIDTH LENGTHWISE WIDTHWAYS 1 0 TYPICAL CONTROL JOINT DETAIL TYPICAL STEPPED SLAB DETAIL —� a W 0'-7" 0'-10" '-7" U F-2.0 8.0 KIPS 2'-0" 2'-0" 1'-0" (3)-#5 (3)-#5 90d HOOK @ END ? w F-3.5 24.5 3'-6" 3'-6" 1'-0" Q z 2�_0�� {3}-#5 (3)-#5 90d HOOK @END NOTES: U) O o Of #5 DOWEL AT 18"o.c.W/ F-4.0 32.0 KIPS 4'-0" 4'-0" 1'-6" (6)-#5 (12)-#5 90d HOOK @ END W Q a 0'-10"HOOK F-5.5 60.5 KIPS 5'-6" 5'-6" 1'-6" (8)-#5 (8)-#5 90d HOOK @ END SAW CUT IS TO BE PERFORMED NO LONGER THAN 12 HOURS U CONT.#5 HORIZONTAL AFTER THE CONCRETE IS POURED, REFER TO ACI 301. (2)-TOP AND BOTTOM • 2x4 KEY NOTE: 1) ALLOWABLE AXIAL LOADS ASSUME COLUMN IS CONCENTRIC ON FOOTING - FOR OFFSET FOOTINGS FURTHER 1 TYPICAL SLAB ON GRADE DETAIL 2 TYPICAL FOUNDATION DETAIL ALT. 0 5 HORIZONTAL @ CALCULATIONS ARE REQUIRED. S-300 S-300 0 18"O.C. 2) MINIMUM BASEPLATE SIZE IS TO BE 1'-0"x1'-0"x3/4". SCALE: NTS SCALE: NTS 3)#5 BAR CONT. BOTTOM OF FOOTING EL. = SEE PLAN 0'-7" 0'-10" 0'-7" FLOOR FRAMING, SEE PLAN 2'_0" . 16 TYPICAL FOOTING DETAIL (2)-CONT.#5 TOP AND S-30G BOTTOM 4 TYPICAL FOUNDATION DETAIL AT GARAGE SCALE: NTS FLOOR FRAMING, SEE PLAN S-300 U SCALE: 3/4"= V-0" • iv COL. -1 (2)-CONT.#5 TOP AND PREFORMED EXPANSION BOTTOM MATERIAL OP OF COL. 1"PREFORMED EXPANSION ® 2"CLR. — — MATERIAL 2x LEDGER BOARD,EQUAL CONNECT P.T. PLATE TO (2)�#5 TOP AND BOTTOM (3)-#4 TIES SET AT 2"O.C. FOUNDATION SHELF W/ TO OR BIGGER THAN SIZE FLOOR FRAMING,SEE PLAN AT TOP • OF JOIST x x x x x "'Ox9"LONG ANCHOR BOLTS x --x x x VERT. REINF., SEE PIER AT 3'-0"o.c. �"0 APPROVED EPDXY OR SCHEDULE e.,,n,,:•e•_aaeOa ::.,: Y DOWELS TO MATCH :°:•:•:•:•:•:::•: •:•:°:• 2"PREFORMED EXPANSION ADHESIVE ANCHORS WITH VERT. REINF. • • MATERIAL WASHER OR SIMILAR CONCRETE PIER,SEE SLAB ON GRADE,SEE (2)-#5 TOP AND BOTTOM z PLAN AND SCHEDULE FOR ® PLAN FOR REINF. • TIES SIZE AS PER"TYPICAL 2 DIMENSIONS CONNECT P.T. PLATE TO COLUMN, PIER,AND BUTTRESS � � 0" TIE DETAILS."PROVIDE(3)-TIES m w FOUNDATION SHELF W 2x4 KEY - SET AT 2"O.C.AT BOT.OF PIER. w — — FOOTING,SEE FOOTING O / Y SCHEDULE AND DETAIL 0 "Ox9"LONG ANCHOR BOLTS REMAINDER OF TIES SPACED AS 1 � ¢ rn PER"TYPICAL COLUMN, PIER, p l AND BUTTRESS TE DETAILS #5 AT 12"o.c. BOTH WAYS — — (3)-#5 CONT Q (2)-#5 CONT.TOP AND BOTTOM BOTTOM OF FOOTING ® 0 EL.= SEE PLAN 0'-101, W #5 DOWEL AT 12"o.c. 0 1'-10" CONNECT P.T. PLATE TO • • • • e • e 2x4 KEY • FOUNDATION SHELF W/ 1"Ox9"LONG ANCHOR BOLTS IMF Z (3)-#5 CONT AT T-0"o.c. _O BOTTOM OF FOOTING #5 AT 12"o.c. BOTH WAYS EL.= SEE PLAN °'- " °'-'°" °'-6" TYP I CAL FOUNDATION DETAIL @ FRAMING (2)-#5 CONT.TOP AND BOTTOM V-10" 7 0 LOCATION 0 #5 DOWEL AT 12"o.c. z MARK D • 2x4 KEY T.O. FOUNDATION TO T.O. FIRST FLOOR TO W (3)-#5 CONT.BOTTOM OF FOOTING B.O. FIRST FLOOR B.O. SECOND FLOOR -� O LL 0'-7" U-10" '-7" FLOOR FRAMING, —� I— 2'-$" —) �--- 2'_O8" ---� 2'-0" SEE PLAN 0 0 0 FLOOR FRAMING,SEE PLAN r C-1 r • b o I (3)-#5 CONT. BOTTOM OF FOOTING (8)-#6 (8)-#6 5 TYPICAL FOUNDATION DETAIL ALT. 0'-7" U-10" '-7" #3@12"o.c. #3@12"o.c. (� S-300 SCALE: NTS 2-° Z 9 COLUMN SCHEDULE z r- 2X BLOCKING AT 16"o.c.AND TYALL POST LOCATIONS S-300 SCALE: NTS / Q Z TOP OF WALL SECTION z 56 BAR fd JOISTS PARALLEL TO WALL CONNECT P.T. PLATE TO S-300 TYP I CAL FOUNDATION DETAIL ALT. 0 FOUNDATION SHELF W/ SCALE: NTS (f� O 2"l�x9"LONG ANCHOR BOLTS � 6 TYPICAL FOUNDATION DETAIL @FRAMING AT3'-0"o.c. ULL �P Q, #5 AT 12"o.c.HORIZONTAL Q S-300 . . h ` SCALE: 3/4"=V-0" • W 0 w m I I � � z OPENING �.-. (2)#5 CONT. @TOP AND 3'-0" LAP SPLICE 2"H"MIN. FIELD HORIZ.&VERT.WALL a BOTTOM TYP.AT WALL lo REINFORCEMENT � I I AND FTG. 2'-0" 10 BOT. HORIZ.WALL I REINFORCEMENT Revisions 2"PREFORMED I #5 VERTICAL BAR AT 12"o.c. EXPANSION I I No. Date Description MATERIAL I I 1 __/__/_ SLAB ON GRADE,SEE SLAB ON GRADE,SEE I—_I #5 DOWEL AT 12"o.c. 2 \_ PLAN FOR REINF. PLAN FOR REINF. #5 BARS AT 12"o.c.b.w. I I — 3 '-/--/-- DIAGONAL BARS 2 BARS @ EACH FACE OF (2)#5 BARS AT EACH 4 ( ) FACE OF WALL/T&B OF x F LAB. FOR s WALL/T&B OF S I� SIZE,SEE NOTE 1 (TYP.) SLAB x x x x I I 2x4 KEY #5 DOWEL AT 12"O.C. . • I CONT.#5 HORIZONTAL° 2x4 KEY I -M - FOOTING REINF. • I I I 2x4 KEY I 2 ��' 2 SOIL BEARING Designed By NOTES: (3)-#5 CONT. BOTTOM OF FOOTING • • t v ROCK BEARING y' AA :°.• • I • I Drawn B I I �iiT �I1= �` TOP REINF. IF REQ'D. Checked By: PWD 1.AT WALLS,ADDITIONAL REINFORCING SIZE SHALL MATCH HORIZONTAL AND VERTICAL 0 (3)-#5 CONT. BOTTOM OF FOOTING I� w �� "T, SEE FDN.WALLJFOOTING REINFORCING.AT SLABS USE#5 BARS. • • #5 HORIZONTAL @ 12"o.c. 0 SECTIONS 2. DETAIL APPLIES AT OPENINGS 12"x12"AND LARGER,A SIMILAR DETAIL M,4Y BE USED AT _ e e NOTE: ..: CIRCULAR OPENINGS 12"AND LARGER. (3)-#5 CONT. BOTTOM OF FOOTING U) U I� • ® w U • PLACE LOWER FOOTING FIRST Date : 2020.04.22 3. COORDINATE OPENING SIZES AND LOCATIONS WITH ARCHITECTURAL AND MECHANICAL 01- " 0'-10" 0'-6" 0'- " '-1 '-7" - #5 HORIZONTAL @ 12"o.c. Y Scale Noted DRAWINGS. " 0'-7" U-10" 0'-7" 1-10 2-0" 2-0" O ❑ f— U_ U_ TYPICAL FOUNDATION WALL 10 TYPICAL SLAB WALL PENETRATION DETAIL 11 TYPICAL EXT. FOUNDATION WALL DETAIL 12 DETAIL @ FRAMING SHELF 13 TERRACE FOUNDATION WALL DETAIL 14 TYPICAL STEPPED FOOTING DETAIL S �300 S-300 SCALE: NTS S-300 SCALE: NTS S-300 " S-300 SCALE: 3/4"=1'-0" S-300 SCALE: NTS SCALE: 3/4 -1-0 Sheet# DiLandro waft And rews .. --+ Engineering 0'-3" CONNECT FLANGES "x12"xBEAM GAUGE 1" TO PLATES W/(4)-3/4"0 FULL PEN 158 County Rd. 39, Suite 10 STEEL PLATE 0-12 A325 BOLTS TYP. Southampton, N.Y.11968 Office: (631)259-3959 In DiLandroengineering.com I ° I I ° Professional Seal ( O I I O BOLT NAILER TO BM.W/�"0 THRU-BOLTS AT 2'-0"O.C. /'I6 TyP• Q Q STAGGERED ACROSS BM.WEB OF NEI,I,Y _ STEEL COL., SEE PLAN I I I I (2)-ROWS "0 THRU BOLTS AT 16" N NR � 0 9 N� (2)-3/4"0 F1554 GRADE 36 I (3)-3/4"0 SINGLE I I O.C., STAGGERED AT 8"O.C. 2X NAILER(S) = Q � (3)-3/4-0 SINGLE 0 0 1/4 I I ANCHOR BOLTS W. 12" PLATE PLATE ~ m W EMBEDMENT AND 3"HOOK I CONNECTION W/2" I I CONNECTION W/$" 26- " cb Z CENTER _ 3"THICK BASE PLATE ON THICK PLATE THICK PLATE LINE 4'4THICK LEVELING PLATE I I a"xFLANGE� I I R�FESSIONP� TO MATCH BASE PLATE w WIDTHx6 PLATE 11 DIMENSION ON g I I \ </ I I FULL PEN EXTERIOR FACE OF 1 4°NON SHRINK GROUT w w FOUNDATION WALL m ❑ FOUNDATION WALL,SEE CENTER PLAN AND DETAILS FOR LIFE REINFORCEMENT ij PLAN ELEVATION STEEL BEAM, SEE PLAN FOR SIZE. BOLTED MOMENT CONNECTION WELDED MOMENT CONNECTION PROVIDE LVL BLOCKING RIPPED TO FIT SNUG BETWEEN BEAM FLANGES TYPE 1 BASEPLATE-ON FOUNDATION STEM WALL STEEL COL.,SEE PLAN o --I 0'-11" F- 1/4 (ANCHOR BOLTSW.9E36 TYPICAL MOMENT CONNECTION TYPICAL STEEL BEAM PAD O O I I EMBEDMENT AND 3"HOOK 2 3 OUT AND NAILER CENTER _ 4 1'-G" "THICK BASE PLATE ON S-301 SCALE 1: S-301 = 2" LINE 0— o 4"THICK LEVELING PLATE O O _ TO MATCH BASE PLATE Z DIMENSION ON w a Lu ~ I I STEEL COLUMN � ��" 0� �� 1 1"NON SHRINK GROUT w w I I o m ❑ FOOTING,SEE PLAN AND I I ZL DETAILS FOR I I CENTER REINFORCEMENT LINE (2)-1/4"ANGLES I O I PLAN ELEVATION 1/4 (3)-3/4-0 A325 BOLTS I (2)2'0 A 325 BOLTS AT W8'S 0 (2)-It9x3/8x0'-3", (1)-EA.SIDE, WITH (2)-HOLES FOR 5- 8 TYPE 2 BASEPLATE-ON ISOLATED FOOTING STEEL COL.,SEE PLAN � THRU-BOLTS I 0'-5�" 3„`�it�N (2)-3/4"0 F1554 GRADE 36 I SINGLE PLATE BOLTS 0-24 0 _ I I L I I O W $1/4 1 O EMBEDMENT AND WHOOK THICK PLATE (2)BOTLS W/W8 CENTER ? THICK BASE PLATE ON_ LINE 4THICK LEVELING PLATE iI II 0 TO MATCH BASE PLATE ILw I I I I 9x3/8xBEAM WIDTH+2" - 0'-11" DIMENSION ON C? I �0 0-814 - 2 14"NON SHRINK GROUT w w cn ❑ FOUNDATION WALL,SEE PLAN AND DETAILS FOR I I CENTER REINFORCEMENT BOLTED DOUBLE ANGLE i LVL BEAM LINE CONNECTION AS PER AISC 1141 1 I PLAN ELEVATION R 3x3/8xBEAM WIDTH+2" I I • I I TYPE 3 BASEPLATE-AT CORNER OF FOUNDATION WALL 4 BEAM TO BEAM CONNECTION 5 POST TO BEAM CONNECTION 6 TYPICAL WOOD BEAM FRAMING TO STEEL COLUMN aS-301 ,,,_ ,_ 0'- 0" � o'- o• SCALE: 1 2 1 0 S-301 SCALE: 1 2" = V-0" S-301 SCALE: 12"= 1'-0" 0 0'-5 b 0'-5 [0 —i— U) 0 2 � k 2 J BP-5 BP-6 < BP-4 W 1 TYPICAL STEEL BASE PLATE DETAIL Q COL.\PIER\FTG. S-301 SCALE: NTS U w2 w2 J J O N } } N } X W T POST, SEE FRAMING PLAN r TYPE A z r W U SIMPSON CPT66Z POST BASE (2)-1/2"0 ANCHOR BOLTS N COL.\PIER\FTG. Q z —\ ADHESIVELY EMBEDED 5"W/ `C O SIMPSON SET XP EPDXY z O J TOP OF PIER -- � �� 12"0 SONOTUBE 2"CLR. U_ U I U U (2)-#4 TIES SET AT 2"O.C. U V- w � AT TOP (3)-#5 DOWELS AT W/0'-8"HOOK DOWELS TO MATCH VERT. REINF., SEE PIER • • '� VERT. REINF. SCHEDULE U (n W P..- -� �- � BF28"BIG FOOT z FOOTING" CONCRETE PIER,SEE r z Z PLAN AND SCHEDULE FOR o TIES SIZE AS PER"TYPICAL DIMENSIONS COLUMN, PIER,AND BUTTRESS of cntr 0" M TIE DETAILS."PROVIDE(2)-TIES m w TING SET AT 2"O.C.AT BOT.OF PIER. -,0 w SOOEDULE AND DTING,SEE ETAIL Revisions REMAINDER OF TIES SPACED AS Q No. Date Description PER"TYPICAL COLUMN, PIER, AND BUTTRESS TIE DETAILS" LE -'- 0 4 • o e • • • e 5 'IF--° I'= 7B I ` ; TYPICAL SONOTUBE FOOTING DETAIL SECTION Designed By: AADrawn By: AA SCALE: 3/4"= 1'-0" PIER SCHEDULE Checked By: PWD 77 MARK TYPE E-W DIR N-S DIR REINF. REMARKS P-1 A 1'-0" 1 V-0" 1 (4)-#7 Date : 2020.04.22 Scale Noted S �301 Sheet# _j i_ DiLandro Andrews r-��--E- ! Engineering 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 Office: (631)259-3959 Info@DiLandroengineedng.com Professional Seal of NEW,, CAP_ ENRy'9 O� 9 �k O� do r = m G= p)t FES S10NP� BLOCKING PANELS WEB STIFFENERS REQ'D MAY BE REQUIRED WITH BLOCKING 2X_STUD EACH SIDE AT B3W SHEAR WALLS ABOVE OR PANEL WALL AT PLATE NAIL- 16D (W") BOX PLATE NAIL- 16D (32") BOX 16" AT 12" ON-CENTER AT 12" ON-CENTER BELOW-SEE DETAIL B1 ON-CENTER LOAD BEARING OR SHEAR WALL ABOVE FLOOR PANEL NAIL-8D (2z') FLOOR PANEL NAIL- 8D (2z') (MUST STACK OVER WALL BELOW) COMMON AT 6" ON-CENTER COMMON AT 6" ON-CENTER 14'TRUS JOIST 1" OR 14" PANELING RIM BOARD TRUS JOIST Al RIM BOARD* 2X4 MINIMUM SQUASH BLOCKS B3 B3 INTERMEDIATE BEARING NO LOAD BEARING WALL ABOVE 12" TOE NAIL- 10D (3") BOX TOE NAIL_- 10D (3") BOX MIN. AT 6" ON-CENTER AT 6" ON-CENTER LOAD BEARING OR SHEAR WALL ABOVE B 1 B 1 (MUST STACK OVER WALL BELOW BOUNYARY NAILING WHEN PRESENT) - 8D (a") COMMON REMOVE TONGUE AND GROOVE / q� AT 4" ON-CENTER* FROM FLOOR PANEL EDGES WEB STIFFENERS 116 BLOCKING INSTALL PROPER BLOCKING SUPPORTED BY 1" E-RIM®TO REQUIRED EACH SIDE 1 PANEL TO SUPPORT ALL PANEL ENSURE QUALITY NAILING. AT 131 W AND 132W I I EDGES � l *CONVENTIONAL CONSTRUCTION CODE *SEE TRUS JOIST FRAMER'S POCKET GUIDE MINIMUM FOR USE WITH A3 ONLY. SEE B2 B2 \ —END OF JOISTS A3.4 FOR ADDITIONAL INSTALLATION /43 A3.1 A3.2 A3.3 TRUS JOIST FRAMER'S POCKET GUIDE FOR AT CENTERLINE SPECIFICATIONS. A3.1-A3.3 INSTALLATION SPECIFICATIONS. OF SUPPORT TJI®RIM JOIST A2 MUST HAVE: 14" MINIMUM JOIST BEARING AT ENDS B4 OPTION #1: TJI®JOIST BLOCKING WITH END BLOCKS INSTALLED AT 1 JOIST SPAN LOCATIONS USING TWO 8D (21") NAIL THROUGH 2X-, WOOD BACKER AND APPLY SUBFLOOR BOX NAILS OR21" SCREWS, TYPICAL 2 BLOCKING TJI®JOIST WEB WITH 2 ROWS 1 OD ADHESIVE TO ALL CONTACT 2 LOAD FROM (n PANEL— (3") COMMON NAILS AT 6"ON-CENTER, ABOVE _! Lij SURFACES CLINCHED. USE 16D (31") NAILS WITH FILLER BLOCK: ATTACH WITH TEN 10D (3") Q 32"TJI®JOIST FLANGEWIDTHS. BOX NAILS, CLINCHED. USE TEN 16D (32") I— TJOX NAILS FROM EACH I®JOIST FLANGE WIDTHS. USE FIFTEEN ols�SQP 1 / %s\ Q NAILS WITH TJI®JOIST DEPTHS GREATER "s _ / (n THAN 16". ' 7 WEB STIFFENERS REQUIRED IF SIDES OF —BACKER BLOCK: INSTALL TIGHT z\. ; l _ HANGER DO NOT TO TOP FLANGE (TIGHT TO LATERALLY SUPPORT AT BOTTOM FLANGE WITH FACE OPTION #2: \ 2X STRAPPING INSTALLED MOUNT HANGERS ATTACH " LEAST 3" OF TJI®JOIST TOP ) i A �� TOP FLANGE WITH TEN 10D (3") BOX NAILS, AT 3 JOIST SPAN LOCATIONS 2X4 MINIMUM L.L WOOD p� �� P05 FLANGE CLINCHED WHEN POSSIBLE. USING TWO 22 SCREWS PER SQUASH BACKER ��S G�� -O HANGER JOIST BLOCKS .J 4) BACKER BLOCK V FACE MOUNT BOTH SIDES OF OPTION #3: USE 2X4 MINIMUM SQUASH BLOCKS HANGER WEB WITH SINGLE DIRECTLY APPLIED CEILING �• ' CS TO TRANSFER LOAD AROUND TJI® W a. TJI®JOIST JOIST J F- WHEN SPECIFIED ON THE LAYOUT, ONE �- F 1 H 1 H2 PB 1 OR MORE OF THE THREE BRACING OPTIONS SHOWN MUST BE INSTALLED TRUS JOIST RIM BOARD STRAP PER CODE IF TOP OR BLOCKING FOR PLATE IS NOT LATERAL SUPPORT CONTINUOUS OVER HEADER VERIFY PARALLAM® PSL OR Cfl TIMBERSTRAND®LSL COLUMN W Lo CAPACITY AND BEAM Q BEARING LENGTH. z i as SEE CURRENT i TRUS JOIST W TOP FLANGE LITERATURE. Q z HANGER j: z Y p .j PARALLAM® PSL OR FACE MOUNT (f) O LL COLUMN STRAND® LSL HANGER TYPICAL TJI DETAILS U LL COLUMN BEARING FOR DOOR SCALE: NTS Q L1 L2 BEAM TO BEAM BEARING AT L5 � � BEARING AT WALL OR WINDOW HEADER L3 L4 BEARING AT COLUMN (- CONNECTION CONCRETE WALL w CD W SEE CURRENT TRUS JOIST PROTECT UNTREATED WOOD FROM W z LITERATURE FOR FRAMING DIRECT CONTACT WITH CONCRETE n- CONNECTORS Revisions No. Date Description 2 --/--/— ---- 4 5 Designed By: AA Drawn By : AA Checked By: PWD Date : 2020.04.22 Scale 1/4" = 1'-0" S �400 Sheet# DIL.anldr® Andrews I- Enginaering 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 Office: (631)259-3959 Info@DiLandroengineedng.com Professional Seal OF NEW )'O.p CONNECT ROOF BEAM TO TOP OF POST W/ 2 ROOF BEAM,SEE PLAN g m (2)-SIMPSON MTS16 TWIST STRAPS, FOR SIZE AND LOCATION FASTENER SCHEDULE FOR STRUCTURAL MEMBERS Z� z ALTERNATE SIDES OF POST DESCRIPTION OF BUILDING ELEMENTS QUANTITY&TYPE SPACING OF FASTENERS WOOD POST,SEE PLAN CONNECT TOPS OF ROOF FRAMING 2�F A 20'( CONNECT ROOF POST TO FOR SIZE RAFTERS ON POST/STUD BLOCKING AND LOCATION OPPOSITE SIDE OF A 1/2"0 A307 THRU-BOLT RAFTER TO TOP PLATE,TOE NAILED (3)8d PER RAFTER SSIO �FENP E3ELOW W/CS16 W/WASHERS RIDGE W/SIMPSON - CEILING JOISTS TO PLATE,TOE NAILED (3)8d PER JOIST COIL RAP LSTA30 STRAP MULTIPLE MEMBERS, CEILING JOIST TO PARALLEL RAFTERS,FACE NAILED (5)16d EACH LAP O SEE PLAN FOR SIZE& CEILING JOIST,LAPS OVER PARTITIONS,FACE NAILED (5)16d EACH LAP ROOF RAFTER AND ROOF } QUANTITY COLLAR TIE TO RAFTER,FACE NAILED (3)8d PER TIE SHEATHING. SEE PLAN FOR BLOCKING TO RAFTER,TOE NAILED (2)8d EACH END Z SIZE AND THICKNESS, RIM BOARD TO RAFTER,END NAILED (2)16d EACH END RIDGE BEAM,SEE RESPECTIVELY,AND ARCH. ROOF RAFTERS TO RIDGE "v PLAN FOR SIZE DWGS. FOR PITCH A 1/2"O A307 THRU-BOLT W/ TOE NAIL (4)16d PER RAFTER WASHERS @ 16"O.C.W/ FACE NAIL (3)16d (2)@EACH END PER RAFTER BLOCKING TO MATCH WALL FRAMING WOOD POST ABOVE TOP PLATE TO TOP PLATE,FACE NAILED (2)16d PER FOOT CONNECT CRIPPLE TO MULTI—MEMBER CONNECTION TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS, 4 16d EACH SIDE 2x BLOCKING FACE NAILED 24"O.C. HEADER WITH SIMPSON BETWEEN RAFTERS STUD TO STUD FACE NAILED 16d 16"O.C.ALONG EDGES MTS30 TWIST STRAP DETAIL TOP OR SOLE PLATE TO STUD,END NAILED 2 16d/(3 16d PER 2x4/PER 2x6 4 BOTTOM PLATE TO FLOOR JOIST/BAND JOIST FACE NAILED (2)16d PER FOOT Z /�'J CONNECT RAFTERS TO TOP 5-401 E: NT STUD TO SOLE PLATE,TOE NAILED 2 8d OR 2 16d PER FOOT � CONNECT HEADER/BEAM OF WALL W/SIMPSON TS12 SCALS DOUBLE TOP PLATES END NAILED (2)16d 12"O.C. �* TO POST/JACK AND KING DOUBLE TOP PLATES,MINIMUM 48-INCHES OFFSET OF END STUD W/SIMSON STRONG TWIST STRAPS JOINTS,FACE NAIL IN LAPPED AREA (8)16d TIE HH HEADER HANGER SIMSON STRONG TIE HHUS BUILT-UP HEADER TWO PIECES WITH 1/2"SPACER 16d 16" O.'C.ALONG EACH EDGE FACEMOUNT HANGER FOR SIMPSON STRONGTIE IUS CONTINUOUS HEADER TO STUD,TOE NAILED (4)8d LVL GIRDER APPLICATION FACEMOUNT HANGER FOR TJI APPLICATION CONTINUOUS HEADER TO STUD,TWO PIECES 16d 16" O.C.ALONG EACH EDGE NOTES: FLOOR FRAMING ALL STRAPS WALL JOIST TO SILL OR GIRDER,TOE NAILED (4)8d PER JOIST INDICATED ARE SHEATHING BRIDGING TO JOIST,TOE NAILED 2 8d EACH END TYPICAL, BLOCKING TO JOIST,TOE NAILED 2 8d EACH END UNLESS OTHERWISE LVL GIRDER SEE PLAN TJI JOIST SEE PLAN BLOCKING TO SILL OR TOP PLATE(TOE NAILED) ((3)16d EACH BLOCK NOTED ON PLAN LEDGER STRIP TO BEAM FACE-NAILED 3 16d EACH JOIST JOIST ON LEDGER TO BEAM(TOE NAILED) (3)8d PER JOIST SEE PLANS FOR HEADER BAND JOIST TO JOIST,END NAILED (3)16d PER JOIST SIZE AND LOCATION BAND JOIST TO SILL OR TOP PLATE (TOE NAILED) (2)16d PER FOOT SEE PLAN FOR GIRDER SIZE SOLE PLATE TO JOIST OR BLOCKING FACE NAIL (2)16d 12"O.C. STRUCTURAL PANELS 8d 12"-24"O.C. TYPICAL WOOD BEAM/ POST TYPICAL GIRDER TO 1 STRAPPING DETAIL 2 TYPICAL ROOF STRAPPING DETAIL 3 GIRDER/ JOIST DETAIL S-401 SCALE: NTS S-401 SCALE: NTS S-401 SCALE: NTS SIMPSON HOLD SHEAR WALL END POST, SIMPSON HOLD DOWNS SEE SCHEDULE WALL SHEATHING PANEL,SEE WALL SHEATHING PANEL,SEE DOWNS AT ALL AT ALL SHEAR WALL END SCHEDULE SCHEDULE SHEAR WALL POSTS,SEE SCHEDULE END POSTS, SEE ANCHOR HOLD DOWN SCHEDULE TO THE TOP FLANGE SHEATHING PANEL EDGE SHEATHING PANEL EDGE ° NAILING PER NAILING PATTERN NAILING PER NAILING PATTERN SHEAR WALL END POST, OF STEEL BEAM W/ ° "A".SEE SCHEDULE "A". SEE SCHEDULE SEE SCHEDULE THREADED ROD C;ONT.TIMBERSTRAND TO SIMPSON A34 FRAMING ANGLE SIMPSON A34 FRAMING ANGLE MATCH FLOOR JOIST DEPTH CONT.TIMBERSTRAND TO THREADED ROD I I MATCH FLOOR JOIST DEPTH CONNECTING I HOLD DOWNS II SEE PLAN FOR JOIST SIZE AND SEE PLAN FOR JOIST SIZE AND THROUGH FLOOR I I NAIL 130TTOM AND SHEATHING SPACING SPACING SEE SCHEDULE I TO BLOCKING PER NAILING NAIL BOTTOM AND SHEATHING PATTERN "B"SEE SCHEDULE TO BLOCKING PER NAILING SHEATHING PANEL EDGE PATTERN"B"SEE SCHEDULE SHEATHING PANEL EDGE NAILING PER NAILING PATTERN - NAILING PER NAILING PATTERN ° STEEL BEAM, SEE PLAN "A"SEE SCHEDULE "A"SEE SCHEDULE SIMPSON HOLD DOWNS AT ALL SECTION A J , SECTION B SHEAR WALL END POSTS,SEE SHEAR WALL END POST SHEAR WALL END POST, SCHEDULE SEE SCHEDULE SEE SCHEDULE AT STEEL BEAMS AT FLOOR LEVELS W SIMPSON HOLD DOWNS AT SIMPSON HOLD DOWNS AT ALL SHEAR WALL END 2x BOT.AND FLOOR SHEATHING. ALL SHEAR WALL END 2x BOT.AND FLOOR SHEATHING.NAIL AND SHEATHING TO LVL ��n POSTS, SEE SCHEDULE NAIL AND SHEATHING TO LVL POSTS, SEE SCHEDULE ° BLOCKING PER NAILING V o A BLOCKING PER NAILING B PATTERN "B"ON SCHEDULE z PATTERN "B"ON SCHEDULE (2)-2x TOP - Z F, SOLID LVL (2)-2x TOP ► 11 SOLID LVL LVL BLOCKING BLOCKING LVL BLOCKING BLOCKING BETWEEN I-JOISTS BETWEEN I-JOISTS W J THREADED ROD CONNECTING HOLD _ ~ Ll- THREADED ROD CONNECTING HOLD DOWNS THROUGH FLOOR,SEE SIMPSON HOLD DOWNS ~ SHEAR WALL END POST, DOWNS THROUGH FLOOR, SEE AR WALL END POST, SCHEDULE SCHEDULE � SEE SCHEDULE AT ALL SHEARWALL END SEE SCHEDULE SIMPSON A34 FRAMING SIMPSON A34 FRAMING POSTS,SEE SCHEDULE ANCHOR, PROVIDE(2)- ANCHOR, PROVIDE(2)- ANCHORS PER LVL BLOCKING LVL BEAM, SEE PLAN ANCHOR HOLD DOWN WITH Ile SIMPSON HOLD DOWNS AT ALL SHEAR /� ANCHORS PER LVL BLOCKING SIMPSON HOLD DOWNS AT ALL SHEAR ° B SIMPSON HOLD o /� THREADED ROD THROUGH WALL END POSTS, SEE SCHEDULE WALL END POSTS, SEE SCHEDULE (3)-PLY MIN. ° MIDDLE PLY OF LVL BEAM DOWNS AT ALL SHEARWALL SHEATHING PANEL EDGE 2x BLOCKING,TYP.AT ALL SHEATHING PANEL EDGE END POSTS,SEE 2x BLOCKING,TYP.AT ALL NAILING, PER PATTERN SCHEDULE PANEL EDGES NAILING, PER PATTERN PANEL EDGES"A"ON SCHEDULE "A"ON SCHEDULE W LO SHEAR WALL END POST, WALL SHEATHING SHEAR WALL END POST WALL SHEATHING DRILL AND EPDXY r- SEE SCHEDULE PANEL, SEE SCHEDULE SEE SCHEDULE PANEL, SEE SCHEDULE ANCHOR RODS Z r SIMPSON HOLD DOWNS P.T. SILL, SEE NOTE 4 SIMPSON HOLD DOWNS P.T. SILL, SEE NOTE 4 AT HOLD DOWNS W AT ALL SHEAR WALL END ON SCHEDULE 1/4"x 5"x 5"STEEL AT FOUNDATION z AT ALL SHEAR WALL END o ON SCHEDULE ° LEVEL,SEE Z POSTS, SEE SCHEDULE POSTS, SEE SCHEDULE PLATE RECESSED SCHEDULE TOP OF FDN.WALL OR TOP OF FDN.WALL OR INTO LVL BEAM z HAUNCH SLAB HAUNCH SLAB O .J DRILLED IN AND ADHESIVE DRILLED IN AND ADHESIVE ANCHORED ROD AT HOLD DOWNS ANCHORAGE OF P.T. AT LVL BEAMS AT FOUNDATION LEVEL LL ANCHORED ROD AT HOLD DOWNS ANCHORAGE OF P.T. AT FND. LEVEL, SEE SCHEDULE SILL TO TOP OF FND. AT FND. LEVEL, SEE SCHEDULE SILL TO TOP OF FND. FOUNDATION WALL LL FOUNDATION WALL �� . WALL OR HAUNCH U OR HAUNCH SLAB WALL OR HAUNCH OR HAUNCH.SLAB SLAB, SEE SCHEDULE SLAB, SEE SCHEDULE < TYPICAL SHEAR WALL DETAIL TYPICAL SHEAR► WALL DETAIL TYPICAL HOLDOWN W o 5 PERPENDICULAR TO JOISTS 60 1 O JOISTS , CONNECTION DETAILS 3 .:1- W S-401 S-401 S-401 d SCALE: NTS SCALE: NTS SCALE: NTS NOTES: Revisions SHEATHING PANEL NAILING PATTERN "A" NAILING PATTERN"B" SIMPSON HOLDOWN No. Date Description 1. HOEDOWNS INDICATED ARE TO BE LOCATED AT BOTH SHEAR WALL END POSTS AND SHALL ANCHOR 1 06/11/2020 REVISION 1 ANCHORAGE OF P.T. SILL DRILLED IN THE BOTTOM OF THE SHEAR WALL END POST IN ONE OF THE FOLLOWING WAYS: A.AT SECOND FLOOR SHEAL WALLS, PROVIDE A MATCHING HOLDOWN AT THE TOP OF THE 2 -/--/-- MARK LOCATION THICKNESS BOTH SIDES OF WALL TO TOP OF FOUNDATION WALL/ SHEATHING PANEL 2x BOT.AND FLOOR ANCHOR TO AND EPDXY END POST SCREWS SHEAR WALL BELOW AND CONNECT THROUGH THE SECOND FLOOR WITH A THREADED ROD 3 --/-/-- HAUNCH SLAB EDGES TO VERT. SHEATHING TO LVL MODEL FOUNDATION/ ANCHORED /SOLID WOOD ---- STUDS TO HORIZ. BLOCKING/LVL WALL BELOW EMBEDMENT POST SIZE(MIN.) OF THE INDICATED DIAMETER. 4 2X BLOCKING B.AT FIRST FLOOR SHEAR WALLS, ANCHOR TO THE FOUNDATION WALL OR HAUNCH SLAB WITH DEPTH MIN.) A THREADED ROD OF INDICATED DIAMETER. RODS SHALL BE DRILLED IN AND EPDXY ANCHORED 5 ( USING SIMPSON SET EPDXY ANCHORING SYSTEM WITHT THE INDICATED EMEDMENT DEPTH. SWA EXTERIOR 15/32" N 2'Ox12" LONG ANCHOR 10d AT 6" O.C. 16d AT 6"O.C. HDU5-SDS2.;5 5/8"0 ATR 10" (10)-SDS 1/4x2 WALL BOLTS AT 4'-0"o.c. 1/2/(2)-2x Designed By:'+ AA TYP. EXTERIOR LONG ANCHOR (10)-SDS 1/4x2 8 EXTERIOR WALL SCHEDULE AND NOTES Drawn By: AA BOLTS AT 4'-0"o.c. 1/2/ 2 -2x SW-2 INTERIOR 15/32" N 10d AT 6"O.C. 16d AT 6"O.C. HDU5-SDS2.;5 5/8"0ATR 10" (10)- WALL ( ) SCALE: NTS Checked By: PWD 77 TYP. 1"0x12" LONG ANCHOR (10)-SDS 1/4x2 SW-3 INTERIOR 15/32 Y 10d AT 6"O.C. 16d AT 6"O.C. HDU11-SDS2. 5/8"0 ATR 10" WALL BOLTS AT 4-0 o.c. 1/2/(2)-2x Date : 2020.04.22 Scale 1/4" = 1'-0" S �401 Sheet# BMA Project No.2019.35.1 , EDASNO'ED "'i I - NE W S U F F O L K DATE: E.P.rt BY:FP N", i;F BUILDING DEPARTMENT AT 6 '802 8 I'M TO 4 PM FOR THE 'k I F INSPECTIONS: 1470 JACKSON ST. FC12.*11DATION - TWO REQUIRED IMEW SUFFULK FO", POURED CONCRETE 2. POUGH - FRAMING & PLUMBING 3. INSULATION 4. F;I`*11AL - CONSTRUCTION MUST BE COMPLETE FOR C.O. 1470 JACKSON ST. NEW SUFFOLK NY 11956 ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF FEWTOWN OF SOUTHHOLD, NY YORK STATE. NOT RESPONSIBLE OR DESIGN OR CONSTRUCTION ERRORS. BLAZE MAKOID ARCHITECTURE COMPLY WITH ALL CODES OF p ED Ape, PERMIT SET DRAWING LIST NEW YORK STATE & TOWN CODES MA AS REQUIRE 7 .11 ONDITIONS OF- Ln VQIIIVL A M SOUTHO ;1 �4i�EOAR Uj uUTHOLD TOWN TRUSTEES 890ro N.Y.S.DEC It'�IOF DWG# DRAWING NAME P: 631.537.7277 'O'T'o-_ uUTHOLD TOWN G001 COVER SHEET X Pi- _ DEC CEF71FICATION 7 Trademans Path Unit 4 Bridgehampton, NY 11932 _ G002 GENERAL NOTES,ABBREVIATIONS X ��;r`r LEAD CON1 ENT BEFORE T'T F-ICATE OF OCCUPANCY Surve[yo G003 PLUMBING RISER DIAGRAM X G004 GFA CALCULATIONS X _'CL DER USED IN WATER John Minto, L.S. yl.-TIL)1 S YS TEM CA NA'O T 93 Smithtown Blvd. Lij A010 JARCHITECTURAL SITE PLAN Ix E,,'CEED 2110 OF 1% LEAD. Smithtowwn, NY 11787 A100 FOUNDATION PLAN X P:631.724.5455 PLUMIBING A100.1 FLOOR PLAN -LOWER LEVEL X ALL PLUMBING WASTE Ir A101 FLOOR PLAN - FIRST FLOOR X eil,"ATER Lli ES NEED Land Planner: TES-1-i"irG EEFO."LE COVERING A102 FLOOR PLAN -SECOND FLOOR X En Consultants Al 03 ROOF PLAN X Rob Herrmann ------- Al 03.1 SOLAR PANEL ARRAY X "MU.IEDIATELY"' 1319 N. Sea Rd, Southampton NY 11968 ENCLOSE POOL TO CODE A120 REFLECTED CLG PLAN - LOWER LEVEL X UPON COMPLETION P:631.283.6360 _j Al 21 REFLECTED CLG PLAN - FIRST FLOOR X BEFORE"WATER Li —PLUSS PLACARDING REQUIM I ----------- A122 REFLECTED CLG PLAN -SECOND FLOOR X Structural Enginee W P"'O"EED VATH DiLandro Andrews Engineering EXTERIOR ELEVATIONS -SOUTH AND WEST DO K V4 41 _A200 EXT X FRAMING UNTII.SURVEY 158 County Rd. 39 Suite 10 A201 EXTERIOR ELEVATIONS- NORTH AND EAST X OF FOUNDATION LOCATION All exterior lighting Southampton NY 11968 HAS BEEN APPROVED. fnstalled P: 631.259.3959 , replaced or _A300 BUILDING SECTION A& B X repaired shall conform A301 BUILDING SECTIONS C&D X to Chapter 172 Blo-wcr don-. Landscape Architect: of the Town Code _A400 WALL SECTIONS X md ductx!oel, Araiys Design, L.A., P.C. _A401 IWALL SECTIONS X testing rcq-jircd. 38 Nugent Street, Suite B, 1,1urt Prolidc Southampton NY 11968 DV S P^ _A420 STAIR DETAILS jX - F�E TP,!11 S TO,R M, V,!t1%T E R R U N,0 FF P:631.283.1131 Ir -nerVCockpc PURSLJ,�JJ TO C11APTER 230" NYS 1: _A600 DOOR/WINDO,'J SCHEDULE X OF T[IE TMIN CODE. _A601 INTERIOR DOOR SCHEDULE x Liahting Design: Shine Lighting & Distruibution AE700 ELECTRICAL PLAN -LOWER LEVEL X 50 Station Rd. AE701 ELECTRICAL PLAN -MAIN LEVEL X Watermill NY 11976 AE702 ELECTRICAL PLAN -UPPER LEVEL X P:631.726.0425 Mechanical Design: Kolb Heating & Cooling 11500 Sound Ave. Mattituck, NY 11952 P:631.298.5527 LOCATION: APPLICABLE CODES: ZONING INFORMATION: 1470 JACKSON ST. 2015 RESIDENTIAL CODE OF NEW YORK STATE NEW SUFFOLK NY 11956 2015 FIRE CODE OF NEW YORK STATE Lot Area: x.xx acres-xxxxx sf 2015 PLUMBING CODE OF NEW YORK STATE Tax Map: 2015 MECHANICAL CODE OF NEW YORK STATE Required Setbacks: Front Yard: 50.-0li District: 1000 2015 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE Side Yard: 35-0"Total(l 5' Min. Section: 117 SUFFOLK COUNTY SANITARY CODE Rear Yard: 501-0.1 Parcel: 10-11 CODE OF THE TOWN OF SOUTHOLD NY Accessory Structure: 501-01, Local Zoning Zone:R40 Maximum Building Height Allowable: 35141 (input how max height is calculated ie.above exst grade/proposed) Lot Coverage: Maximum Allowable: 8,712 sf (20%of Total for main and accessory structures) Proposed: Main House: 4,680 sf Barn: 733.26 sf Pool House: NA Total: 5,413.3 sf Square Footage: Proposed: Main House &Garage: 5,413.3 sf Pool&Spa: 684 sf Gross Floor Area: Proposed: First Floor: 1,980 sf Second Floor: 2,549 sf Total: 4,529 sf 2 BUILDING PERMIT 2020.12.14 Bldg. Dept 1 BID SET 2020.10.20 No. Issue Date Issued to PERMIT SET Scale Drawn By KM COVER SHEET Dwg. no. GU'06k 0 I Z/22/2020 4:34:52 I'M C 2018 BLAZE MAKOID ARCHITECTURE.All rights reserved. BMA Project No.2019.35.1 - NEW SUFFOLK 1470 JACKSON ST. re BLAZE MAKOID ARCHITECTURE GENERAL NOTES GENERAL NOTES SHOP DRAWINGS \5'C�RS MgRG'h�� 1.Construction contractor and his subcontractors agree that in accordance with 14.AII codes,trade standards and manufacturer's instructions referenced in the 1.General Contractor must include reasonable time allowance in the construction ABBREVIATIONS SYMBOLS generally accepted construction practices,construction contractor and his construction documents shall be the latest,approved edition as adopted by the schedule for adequate review of shop drawings.Trades for which shop drawings must @ AT 00;_' subcontractors will be required to assume sole and complete responsibility for job site ranking authority. be provided include(but are not necessarily limited to): structural steel,windows and AFF ABOVE FINISH FLOOR 1t APPLIANCE TAG conditions during the course of construction of the project including safety to all doors, millwork, etc. AIA AMERICAN INSTITUTE OF ARCHITECTS persons and property and that this requirement shall be made to apply continuously 15.General Contractor shall make no structural changes without prior written ALUM ALUMINUM 9�. 28906 b CEILING HEIGHT and not be limited to working hours.Contractors agree to defend, indemnify and hold approval from the Architect/Engineer. 2.General Contractor must review and approve all shop drawings before conveying them ASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATING, F design professionals harmless from any and all liability, real or alleged,in connection to BMA. &AIR CONDITIONING ENGINEERS OF NE`N Ewe CONSTRUCTION ASSEMBLY TAG with the performance of work on this project. 16.Contractor and Subcontractors shall be responsible to have visited the site and to BOT BOTTOM have verified all existing conditions prior to submission of bid. 3.General Contractor is responsible for verifying all dimensions in the shop drawings and BO BOTTOM OF P: 631.537.7277 2.Contractorto verify new work with survey. correlating them with actual conditions in the field.This may require the General CLG CEILING 7 Trademans Path Unit 4 Bridgehampton, NY 11932 11 sl DETAIL VIEW TAG 17.Drawings shall not be scaled for information. Figured dimensions and conditions Contractor to perform specific calculations based upon general geometric information CL CENTER LINE A101 3.The contractor(s)shall maintain a current and complete set of construction drawings shall be verified in the field.Any desired dimensions omitted from the drawings may shown in the Construction Documents. CLO CLOSET Suryelyor: on the site during all phases of construction for use by all trades. be requested from they architect. CLR CLEAR John Minto, L.S. ID888A.1 DOOR TAG 4.Any deviation from the Construction Documents must be specifically identified and COL COLUMN 4.No changes or modifications to the work shall be made without approval of the 18.AII items of work identified on the drawings by name, note or material designation brought to the attention of BMA in a timely manner,in writing, by the General CONC CONCRETE 93 Smithtown Blvd. owner and/or architect/engineer. Failure to obtain this approval shall cause the shall be considered as new work, unless otherwise noted. Contractor. CONT CONTINUOUS Smithtowwn, NY 11787 1 View Nam01e DRAWING VIEW TITLE contractor or sub-contractor to assume full responsibility for subsequent modification D DRYER P:631.724.5455 of the work required by owner or any regulatory authority. 19.Proprietary names identifying items of work are used to designate the standard of S.Shop drawings must include a list of the specific contract documents they are based DIA DIAMETER construction. In the case that said items can not be used,only items of equal or on. DIM DIMENSION SIM 57he architect/engineer assumes no responsibility for construction means,methods, higher quality shall be used in place of specified items pending architect's prior DN DOWN Land Planner: EXTERIOR ELEVATION/SECTION TAG techniques,sequences, procedures,for safety precautions, progress in conjunction with approval. 6.13MA's review is for general conformance with the design concept and information DP DAMP PROOF A101 the work,or the failure of the General Contractor to carry out the work in accordance given in the Construction Documents only. DR DOOR En Consultants with drawings or the required codes.There are no warranties,nor any merchantability 20.Contractor shall be responsible for any damage sustained to the structure as a DTL DETAIL Rob Herrmann Name_� of fitness, nor a specific use expressed or implied in the use of these plans. result of their work,and shall repair any damaged part or surfaces thereof to its pre- 7.13MA's review of a specific dimension does not imply approval of other dimensions. DW DISHWASHER 1319 N. Sea Rd, Southampton NY 11968 70 ELEVATION/LEVEL TAG existing condition or a!s may be required to complete the work in its entirety. DWG DRAWING Elevation 6.AI1 applicable national, state and municipal building, local,zoning,electrical, 8.BMA's review does not cover the accuracy or completeness of details. EXST EXISTING P:631.283.6360 mechanical, plumbing,fire codes,ordinances,and covenants and restrictions having 21.Material to be removed,which is not to be relocated and/or retained by the EL ELEVATION GLASS jurisdiction shall be observed strictly in the construction of the project. Owner,shall become the property of the Contractor and shall be removed from the 9.13MA's review of a specific item does not constitute approval of an assembly of which ELEC ELECTRICAL Structural Engineer: premises. the item is a component. EQ EQUAL 7.Details and sections on the drawing are shown at specific locations and are intended EQUIP EQUIPMENT DiLandro Andrews Engineering AGRIDLINE TAG to show general requirements throughout. Details noted "Typical" [(TYP.)] imply all 22.AII Mechanical work shall be installed in accordance with all applicable codes, 10.13MA's review does not cover means, methods,techniques, sequences,procedures, FBO FURNISHED BY OTHERS 158 County Rd. 39 Suite 10 conditions treated similarly. Modifications to be made by Contractor to accommodate regulations,and agencies having jurisdiction. coordination of trades,fabrication processes,or safety precautions,all of which are the FIN FINISH Southampton NY 11968 minor variations. responsibility of the General Contractor. FLR FLOOR 1 23.Plumbing work shall be installed by a Plumber licensed with the local jurisdiction FT FOOT P: 631.259.3959 8.AII work shall be fully coordinated by General Contractor to verify all dimensions, in accordance with all applicable codes, regulations and all agencies having GA GAUGE 1 1101A.1 1 INTERIOR ELEVATION VIEW TAG slopes,outlets, recesses,bolt settings,sleeves, etc. jurisdiction. STEEL: GC GENERAL CONTRACTOR Landscape Architect: GWB GYPSUM WALL BOARD Araiys Design, L.A., P.C. 9.The General Contractor shall verify and protect all service lines and existing site area 24.Electrical work shall be installed by an Electrician licensed by the local jurisdiction 1.Structural steel shop drawings must be reviewed and approved by the Structural HOR HORIZONTAL 1 from deterioration or damage. in accordance with all applicable codes and all agencies having jurisdiction. Engineer. HW HOT WATER 38 Nugent Street, Suite B, Contractor to supply the Owner/Architect with an Underwriter's Laboratory Fire IN INCH 1t LIGHT FIXTURE TAG 10.General Contractor shall obtain all necessary building permits,all required approvals, Certificate for all Electrical work. 2.Flanges and web of all structural steel to be pre-punched @2'-0"o.c.staggered with INFO INFORMATION Southampton NY 11968 inspections and Certificate of Occupancy from agencies having respective jurisdiction. 5/8"dia. holes for packing out and attachment of blocking. Holes to be confirmed for INSUL INSULATION P:631.283.1131 00 MATERIAL TAG 25.Grade property away from the building providing positive drainage at a minimum conformance with structural engineer. INT INTERIOR 11.Contractor shall verify and be responsible for all dimensions and job conditions, and as per code. Foundation walls to extend a minimum 8"above grade. LAV LAVATORY Lighting Design: shall notify the architect of any discrepancies,conflicts, errors and/or omissions which LH LEFT HAND g g CC01 PLUMBING FIXTURE/ACCESSORY TAG would interfere with the satisfactory completion of the work, before proceeding with 26.Under slab areas-after the service lines have been installed,all plastic or copper LHR LEFT HAND REVERSE Shine Lighting & Distruibution the work.Should the Contractor fail to follow this procedure and continue with work, lines should be properly bedded(clean fill,no rocks)and tested for leaks prior to LT LIGHT 50 Station Rd. the Contractor shall assume responsibility and be held liable for situations arising backfilling.All copper lines should be checked for dents or abrasions and wrapped in MAN MANUFACTURER Watermill NY 11976 Al REVISION TAG therefrom. split foam insulation. MANUF MANUFACTURER MAX MAXIMUM P:631.726.0425 Name 12.The General Contractor shall maintain the premises clean and free of all trash, 27.AII trades that are installing piping under the slab must install color coded caution MECH MECHANICAL 101 A ROOM TAG debris, and shall protect all adjacent work from damage, soiling, paint over-spray,etc. tape 12"above their work.Use red for electric, blue for water,green for sewer,yellow MIN MINIMUM 150 SF At the completion of each work day,each trade shall be responsible for the cleaning for gas and orange for phone/cable. Mark location of new work with color coded MISC MISCELLANEOUS Mechanical Design: and removal of rubbish from the job site.Rubbish removal shall be in a dust-inhibitive spray paint after trenches have been backfilled. MTL METAL Kolb Heating & Cooling SPOT ELEVATION TAG manner and the job site shall be left free of all debris and broom-cleaned upon the NIC NOT IN CONTRACT 11500 Sound Ave. completion of each work day. 28.Copper joints will not be allowed under the slab and must be placed in a wall NTS NOT TO SCALE NY 11952 manifold. OC ON CENTER Mattituck, O STEP HEIGHT SYMBOL 13.AI1 material and/or product handling and installation shall be in accordance with the OH OVERHEAD P:631.298.5527 VNEWEN/ manufacturer's latest printed specifications and shall be within code requirements.Any 29.AI1 fixtures, equipment,appliances,systems and components shall be installed in OTB OPEN TO BELOW contradictions to installation instructions in the construction documents shall be accordance with manufacturer's installation instructions and all applicable codes. PLYWD PLYWOOD W888A.9 WINDOW TAG brought to the attention of the architect,and instructions shall be provided prior to PT PAINTED proceeding with the work. 30.Smoking shall not be permitted within the building envelope at any point during QUAD QUAD RECEPTACLE the construction process.The General Contractor shall provide a designated smoking REF REFERENCE area located at least 20 feet from the building. RES RESIDENTIAL RH RIGHT HAND 31.The General Contractor shall ensure that all surfaces,fixtures,and equipment are RHR RIGHT HAND REVERSE left clean and ready for occupancy upon completion of the project.The construction REQ REQUIRED budget shall provide an allowance for a final cleaning at completion. SS STAINLESS STEEL SIM SIMILAR SPEC SPECIFICATION SQ SQUARE STL STEEL STR STRUCTURE TBC TO BE CONFIRMED TBD TO BE DETERMINED TEL TELEPHONE TYP TYPICAL LION UNLESS OTHERWISE NOTED US UNDERSIDE VERT VERTICAL VIF VERIFY IN FIELD W WASHING MACHINE W/ WITH WC WATER CLOSET WD WOOD WP WATERPROOF 2 BUILDING PERMIT 2020.12.14 Bldg. Dept 1 BID SET 2020.10.20 No. Issue Date Issued to PERMIT SET Scale Drawn By 1/4" = 1'-0" BMA GENERAL NOTES, ABBREVIATIONS Dwg. no. 0 2 1Z/22/2020 4:34:53 PM ®2018 BLAZE MAKOID ARCHITECTURE.All rights reserved. BMA Project No.2019.35.1 NEW SUFFOLK 1470 JACKSON ST. AIRM BLAZE MAKOID ARCHITECTURE ED ARC' Mqt ' chi FOF NE`Ny P: 631.537.7277 7 Trademans Path Unit 4 Bridgehampton, NY 11932 Surve[yo John Minto, L.S. 93 Smithtown Blvd. Smithtowwn, NY 11787 P:631.724.5455 Land Planner: En Consultants Rob Herrmann 1319 N. Sea Rd, Southampton NY 11968 P:631.283.6360 4'VTR P L 4°VTR PAL J L SECOND FLOOR ROOF Structural Engineer: 1 DiLandro Andrews Engineering 158 County Rd. 39 Suite 10 GENERAL NOTES: LAUNDRY A SAMANTHAS BATH ZACHARTS BATH — — — — — GABRIEUSI BATH _ _ GUEST BATH MASTER BATH j Southampton NY 11968 FOR ALL FLAT ROOF LOCATIONS ALL ROOF VENTS ARE TO BE — —202 — — — _203A 264A I 1205A _ — — _ _ _ — — — — -206A I P: 631.259.3959 LOCATED SUCH THAT THEY ARE NOT VISIBLE FROM GROUND F T — — I I I 1 I T — — I T — I LEVEL,TYP.ALL LOCATIONS TO BE APPROVED BY ARCHITECT I LAV LAV 1 I I LAV LAV I LAV I LAV 1 1 Lad a Architect: PRIOR TO INSTALLATION BATHTUB I p I fA SHINWC SHOWER SH ER WCWCSHOWER WCSHOWERI WC SHOWER I I Araiys Design, L.A., P.C. FOR ALL SLOPED ROOF LOCATIONS ALL ROOF VENTS TO BE CHI E 38 Nu ent Street, Suite B, ALIGNED. LOCATION LINE AND ALL PENETRATIONS TO BE �,E C O N D FLOOR Co CO I g APPROVED BY ARCHITECT PRIOR TO INSTALLATION C I Southampton NY 11968 F — —1 - — — — — �— — � — — — — I- — — 7 — -1I P:631.283.1131 MUDRMI KITCHEN I I JR MASTER BATH I I PWDIRM 1 105 1 103 1 1 1 110 1 1 10$ Lightina Design: LAV I DW DW LAV 1 LAV 1 uav I I LAV I 1 Shine Lighting & Distruibution I I�--III 0"C SHOWER I WC 50 Station Rd. 1 Watermill NY 11976 MAIN FLOOR Co Co P:631.726.0425 I ------------------ _____ I T 7 i Mechanical Design: LAUNDRY Al POOL BATH I 1 Kolb Heating & Cooling 007 I I 001 I I 11500 Sound Ave. I I I I 1 Mattituck, NY 11952 LAV LAV 1 I fA HINI P:631.298.5527 HIE SHOWERLOWER LEVELt Co TO SUFFOLK COUNTY 0 SUMP APPROVED SANITARY PUMP PLUMBING RISER DIAGRAM N .T.S. SYSTEM BY OTHERS 4" CAST IRON HOUSE TRAP W/BRASS CO 2 BUILDING PERMIT 2020.12.14 Bldg. Dept 1 BID SET 2020.10.20 No. Issue Date Issued to PERMIT SET Scale Drawn By 1/8" = 1'-0" Author PLUMBING RISER DIAGRAM Dwg.no. Uu03 12/22/2020 4:34:55 PM ®2018 BLAZE MAKOID ARCHITECTURE.All rights reserved. BMA Project No.2019.35.1 VIEW SUFFOLK , - - 1470 JACKSON ST. BLAZE MAKOID ARCHITECTURE RED AR MA�0 y�� Fz_9 y J_I_e li C28906 04 -----I OF NE`N P: 631.537.7277 7 Trademans Path Unit 4 Bridgehampton, NY 11932 O FXT.COURTYPnD Su rveryor: -- - - - - John Minto, 93 Smithtown Blvd. MFr-H8 Smithtowwn, NY 11787 P:631.724.5455 LOWER LEVEL` � - i a CONDITIONED SPACE MAIN LEVEL Land Planner: �1;461 SF - 1 i FIR CONDITIONED SPACE En Consultants o = i 1,980 SF Rob Herrmann I 1319 N. Sea Rd, Southampton NY 11968 L— P:631.283.6360 _ - ---- Structural Enaineer: P-E '�FINALIZED /. AYOUT.ALLOW < F Dilandro Andrews Engineering IT AND USB `I< ------- --- 158 County Rd. 39 Suite 10 AREA LEGEND Southampton NY 11968 TASK LIGHTING �, _ � � P: 631.259.3959 / NOTE:DISCUSS OPTIONS.GEO".'LTRIC I s {•} �_— SURFACE�,1OUNT LAYOUT OR INCORPORATINd, LOWER LEVEL CONDITIONED SPACE ', t % %J ar coLOR. I Landscape Architect: AREA LEGEND _� ,� �a aA a m I I ' Araiys Design, L.A., P.C. 38 Nugent Street, Suite B, r Southampton NY 11968 MAIN LEVEL CONDITIONED ---- P o ,,b P:631.283.1131 i SPACE Liahtinng Design: J Shine Lighting & Distruibution 50 Station Rd. Watermill NY 11976 P:631.726.0425 AREA PLAN- LOWER LEVEL 1/8" — 1'-0° n AREA 1/8 P O N - MAIN LEVEL Mechanical Design: Kolb Heating & Cooling 11500 Sound Ave. Mattituck, NY 11952 P:631.298.5527 ``} `V� 1 ,�X, ` O LEVEL .� s CONDITIONED SPA ✓' 2,549 i AREALEGEND 2 BUILDING PERMIT 2020.12.14 Bldg. Dept -O - \ 1 BID SET 2020.10.20 l f No. Issue Date Issued to MAIN LEVEL CONDITIONED PERMIT SET SPACE Scale Drawn By 1/8" = 1'-0" Author GFA CALCULATIONS n AREA PLAN - SECOND FLOOR Dwg.no. 1/8" GOO N 12/22/2020 4:35:02 PM 0 2018 BLAZE MAKCID ARCHITECTURE.All rights reserved. / BMA Project No.2019.35.1 NEW SUFFOLK 7 r X . .., 70,1 T 'r I � X I— r n , 1 I- J 1 Q0,00kf 1470 JACKSON ST. S83°50'31°E 100.001 100.00' O — I I � I BLAZE MAKOID ARCHITECTURE lo% I I 04, E MgRc'yi 4� dance ?8906 O I \ I FOF I P: 631.537.7277 / 7 Trademans Path Unit 4 Bridgehampton, NY 11932 I , L . I I Surveryor: I I1 John Minto, L.S. 93 Smithtown Blvd. I Smithtowwn NY 11787 [J LU P:631.724.5455 co Land Planner: En Consultants Rob Herrmann 1319 N. Sea Rd, Southampton NY 11968 P:631.283.6360 i I `� . Structural Engineer: O = I \ e I ^ ° DiLandro Andrews Engineering . I � � � I I I �,,., C) 158 County Rd. 39 Suite 10 C 01 l � 0 � � �'y Southampton NY 11968 I I ` -°-1 P: 631.259.3959 I , I O I I 1 j Landscape Architect: I `�- Araiys Design, L.A., P.C. 38 Nugent Street, Suite B, _ I i , Southampton NY 11968 I I I I P:631.283.1131 X I I grav =' I I Lighting Design: - drive,, rat� � \ I Shine Lighting & Distruibution I ' I 50 Station Rd. - I Watermill NY 11976 I P:631.726.0425 LU I Mechanical Design: o I 00 \ I Kolb Heating & Cooling � ' " I 11500 Sound Ave. Mattituck, NY 11952 --gym ° 7 / I P:631.298.5527 - \ o ° fl I- O DP, I .- I ` \ O I FEMA ZON - --- I _ I FEF'A ZONE AE EL 6 FEET I I 2 BUILDING PERMIT 2020.12.14 Bldg. Dept -- EA-C _-- -- - I 1 BID SET 2020.10.20 — l...!!f °22!02"WV 87°58'57''W No. Issue Date Issued to ,N>> 13 S 83° '1 5'$7' 0 9.87' 15.80' 14 17.730 PERMIT SET 461 - 7S3�3Sti��/�1 I Scale Drawn By 55 lb _ 1" 20'-0" Author - - _ - ARCHITECTURAL SITE PLAN N Dwg. no. IL ani nAvok .A ff 0 ARCHITECTURAL SITE PLAN N IL 12/22/20204:32:36 PM 0 2018 BLAZE MAKOID ARCHITECTURE.All rights reserved. BMA Project No.2019.35.1 NEW SUFFOLK _ 1470 JACKSON ST. = I— I Ed I I= =0—I_i I 1511 _0 _ — — I 511 IM I IE��l _ I 1=1I Ed I I I -- I= 1 O I��J, a,• .O_--O —0 —.� •—, :�i• ,1J � 01J O �O�l I,� ',�.1_;p O I—�O ,-0_I O IO JJ •r OdIOJ� •_ I — I — -- I — I I I I I I f.... F Y — .,�' •.•J i_ .•-d'.w _`a - -•,- - •, - • -1 'd. '°:n w , y .• _• ._• _ -b,t °' e `•, w ',' -'. _.. .,_ •,a ;. � � — —� 4 _ 4. BLAZE MAKOID ARCHITECTURE RED qRC • I — p�5 ..2E MA�O y�� POOL SHELL AND STRUCTURE BY OTHERS I' ., 32'-01/4" _ _ Ix ?8906 ypQ- -INEof I ::I 21'-4 _ _— P: 631.537.7277 7 Trademans Path Unit 4 Bridgehampton, NY 11932 y.I DROP IN TOP OF WALL 00 di A r I _ _ Surveryor: A300 John Minto, L.S. 93 Smithtown Blvd. A303 I I r l Smithtowwn, NY 11787 P:631.724.5455 •;I d I — d — Land Planner: - ,- a .: ' ; , ,.a Consultants _ En Con Itants • 4� ` .�� '�` —.. —d ,tom. • s _.,•— �° • ,•— I,G ,d- .—• .— ,e �0e 4.' —.• . : N Rob Herrmann O z1'-4° O 1319 N. Sea Rd, Southampton NY 11968 d. _ P:631.283.6360 �: I . . :, •d,a = Structural Engineer: -- G B C DiLandro Andrews Engineering A303 A300 A301 i -- — 158 County Rd. 39 Suite 10 Southampton NY 11968 =I 4 14 P: 631.259.3959 = dx .a Landscape Architect: OO - Araiys Design L.A. P.C. 33'_3" � - 32-3 3/ 38 Nugent Street, Suite B, d -- _ 31'-11 3/4" Southampton NY 11968 21 -4" ! ( P:631.283.1131 Lighting Design: Shine Lighting & Distruibution - I - --_ 50 Station Rd. - op o Watermill NY 11976 En - P:631.726.0425 Mechanical Design: JI I �,�• ,ilt,�32'-O 1/4" d Kolb Heating & Cooling 11500 Sound Ave. 4" CONCRETE SLAB PER STRUCTURAL ENGINEER ATOP MattItUCIC, NY 11952 MIN 6 MIL VAPOR BARRIER(WRAP UP WALL MIN. 12") _ P:631.298.5527 ATOP 2"RIGID INSULATION ATOP 6" COMPACTED - —III—III—III—I' GRAVEL PER STRUCTURAL ENGINEER ;•— g- - T.O.WALL =I o ' 31 10 21 9 .r; y r f I —•- I- -_ • d I— f V ,d• -- G f V o a A302 = I •. i • --- A302 � o a a, _— •' I I II I � I I I I— I I— ,•s i STEPPED FOOTING _ F A302 -- d 32'-01/4" A302 - ( - 32'-01/4" - I— B.O.WALL 21 — _ - -4" H _ A303 32'-01/4" -- _ a _ --_ mod 4 — — o -_ f ° 32'-01/4" :: :I— = o _—_ I I I=I I I —I I __- STEPPED FOOTING -6 _ 2 2 BUILDING PERMIT 2020.12.14 Bldg.Dept — — — — — — — = 8 _ 1 BID SET 2020.10.20 I— — _— I -- - 44:. �� : No. Issue Date issued to T�� 1I �� O PERMIT SET =I I _ I ` I — _ _ _ Scale Drawn By = 1/4" = 1a-0" KM I FOUNDATION PLAN I A B C A300 A300 A301 -8 4"+/- Dwg. no. 20'-7 5/8"+/- T-0 3/4" 24'-11 3/4" 54'-5 1/4" "400 FOUNDATION PLAN G 1/4" = 1'-011 A303 N 12/22/2020 4:32:39 PM 0 2018 BLAZE MAKOID ARCHITECTURE.All rights reserved. C BMA Project No.2019.35.1 _ A B 1 1 A A300 2 3 A300 4 A301 5 6 NEW SUFFOLK 65'-0" IT-0 1/2" 28'-91/2" 23'-21/8" 1= I = Ed 151 1 M El F5 I I=_ _ — _ —I F I — � n-, �, '..n . �. -..° .. �, :" ° - a- .d,• .. 4 �` a., a ,= "•a_ °. °.'• a a ,- •..d° d- ,'a . °e•;" .a. Oa d ed -' ..°. - ':•,-a I I I O � —11 I � �_ - �� 1 = — =1 = -- iV 7L t�� [= Ia O-- _ — BLAZE MAKOID ARCHITECTURE D ARC =I I d d ""A� y�� :d n '•a P: 631.537.7277 - 7 Trademans Path Unit 4- Brldgehampton, NY 11932 Surveryor: _ I I John Minto, L.S. — CC =. 93 Smithtown Blvd. A303 I Smithtowwn, NY 11787 ° ° 4�. --_ `, P:631.724.5455 Ln ,"` 9 —_ Land Planner: BB — — — — — — --0 I ° ° e°. "' d . ° A a — — j , -I - _ - - BB En Consultants d 8 Rob Herrmann a O O I O O O O M 1319 N. Sea Rd, Southampton NY 11968 :'a = P:631.283.6360 AA - - — — — - ---� {- — AA u n ii i I — — / Structural Engineer: A303 /- DiLandro Andrews Engineering 158 County Rd. 39 Suite 10 =I I = Southampton NY 11968 STAIR AND HANDRAIL AS I O� P: 631.259.3959 PER NYS RESIDENTIAL CODE —U --- / — R311.5 EXT. COURTYARD N Landscape Architect: Arai s Design, L.A. P.C. - = 38 Nugent Street, Suite B, I= ° _ = Southampton NY 11968 P:631.283.1131 ,. d ° e.. a,<°.: d ,° a, �.d ' a 4 ° a - Lighting Design: _ Shine Lighting & Distruibution B — - - - - �T1 — -f - - - - -�, - - - - - - - -� - - - -�=- - - - B 50 Station Rd. - - - - -ID 04 _ En '4DOOR : -- Watermill NY 11976 0 3/8 T-0 1 4" 16'-11" 19'-51/8" 3 14'-10 3/4" _ P:631.726.0425 = I= I W002-01 Mechanical Design: 001-01 001-02 cL I — _ Kolb Heating & Cooling _ z d 11500 Sound Ave. Mattituck, NY 11952 D = d POOL BAT = I 1 = = D MECH B P:631.298.5527 -10 1/2" — T05 PLAY ROOMGYM 004 = N 003 W E I a BUNK ROOM A200 2 — W006 1 / / ASUfI- 1/s" 3'.. 16'-9 7/8" I 21/2" / 18'-5 3/4" 3 T-41/2" 2 " 9'-3 3/4" 2 — / — C .IU—UI_ I— E III IIIIII I I I � I I E oa v o A302 — — c~n rn 'III I— D W LAUN. r=1 D 07 \ — I— d Nl' Od = H R31 — MECH C A303 A ' _— n 2 BUILDING PERMIT 2020.12.14 Bldg.Dept 1 BID SET 2020.10.20 No. Issue Date Issued to F PERMIT SET scale Drawn By 1/4" = V-0" KM 12 A , B C A300 A300 A301 FLOOR PLAN - LOWER I I I I I '-91/4" 20'-7 1/2" 7'-0 3/4" 24'-11 3/4" 10'-6 3/4" LEVEL 65'-0" 1 Dwg. no. 1 1A 2 3 4 5 6 n AREA PLAN- LOWER LEVEL 1/4" = 1'-0" Al 00 * 1 N 12/22/20204:32:43 PM 0 2018 BLAZE MAKOID ARCHITECTURE.All rights reserved. BMA Project No.2019.35.1 $— - a-- --- 1 I-A A300 - --- - - - - - - - - - ---- - - - -- - � A300 -- -- A200---- - - --- A301 - - - - - - - --- - - -- -- - � --- - - ----- - - �- -- - - ---� NEW SUFFOLK STAIR AND HANDRAIL AS PER NYS RESIDENTIAL I i CODE R311.5 i SEE LAN FALL PLAN FOR PROTECTION 1470 JACKSON ST. I I I � I ------------ , I I POOL AS PER LANDSCAPE ARCHITEiT DN1 3— I ' I BLAZE MAKOID ARCHITECTURE E E FLED ARC M.4/r -------- --�-------- -- ---------------------- DN i II 1 2890 y0 10 OF NE`N P: 631.537.7277 7 Trademans Path Unit 4 Bridgehampton, NY 11932 A303 Surveryor: I xx John Minto, L.S. , 93 Smithtown Blvd. -I 31'-0" B 6 Smithtowwn, NY 11787 I P:631.724.5455 I i 'DN 1112 1 - - I - - � - - Land Planner: AA En Consultants I I G I / I I Rob Herrmann DN' A303 1319 N. Sea Rd, Southampton NY 11968 P:631.283.6360 ° I SITAIRAND HANDRAIL AS ------ -------- I ' ER NYS RESIDENTIAL / ---------- Structural Engineer: iODE R311.5 I --------- DiLandro Andrews Engineering —' I , 158 County Rd. 39 Suite 10 DN 33'-6" I I 7'-6 1/2" / I sr ;5 1/2" I I ( Southampton NY 11968 ' P: 631.259.3959 15'-11" 20'-6" 21'411/2" STEP AS � LANDSCtER PE Landscape Architect: i ( - - -- _ D101 - -- -- - - - - - - - - - - - - -I- - - - D102 - - - - - -- - - - - - - - - - - - -- - - - - —Q1 — - - - - - - - - - - - I ARCHITTT Araiys Design, L.A., P.C. A - - - - - / _ ~- _ --------- - --------- _ _ - - I' - A 38 Nugent Street, Suite B, W101 I I Southampton NY 11968 B - - - =�- - - - - �- - - - - - - - - - - - - - - - - -I-- - M B P:631.283.1131 YY _ _ _ _ _ _ _ _ tI _ _ DINING.RQ0M _ _ _ KITC'HEN _ _ _ _ OO _ T _ Lighting Design: 1 I A430 1102 103 . Shine Lighting & Distruibution IF l 50 Station Rd. Watermill NY 11976 ' I I P:631.726.0425 D D I OOF BELOW I I LIVING ROOM PANTRY � A301 I � I 101 I ID001-03 111 A301 Mechanical Design: " ---- - - - - - -- -- --- --- -- - - - - -�i - - -- - - - - - - - ----- -- -- - - - - - - -- - - --- - - - - - - - - - - - - - - - -- -- -- -- - - -- - - --- - Kolb Heating & Cooling GAS FIREPLACE AS PER rn v W109-01 NYS RESIDENTIAL CODE I I 11500 Sound Ave. Mattituck, NY 11952 Liu I 1 0EJ -11 i P:631.298.5527 I I I ILI 1 INDOW SEAL 11-7 2 5 1/4" 5 Mll 7'-81/4" 6-91/2" 24'-61/4" 5 / " 10'-1 1/4" A200 2 I A201 i i MUDRO , LI --- - - II ' 4'-10" 9'-2 3/4" 8 3/4" 5'-6" 6'-9 1/2" II _ � II , E I L�,( FIRE RATED DOOR i 1 1 1 -02 � � `it _ E �v o A302 I I I D009 - —- — - ii I 4� DN I i A302 o F- - i=====__-_ �O Ln / JR ASTER PWD R ------- 31'-4" 109 108 1/8"/1'-0" / 1'-1 11/128" ENTRY \" `� �a �33 6' GARAGE A302 UP\ / H J R BA ` ��a ` ` ` �� / A3031 E - - - - 110 - �� 07-01 D 1 7--. E / 1/8"/1'-0" STAIR-MP1 HANDRAILYS AS P N 107-02 o � /• RESIDE IA CODE I R 1.5 E 2 I F PERMIT Bldg. Dept ENTRY STEPS A PER 2 BUILDING2020.12.14 g p A420 ANDSCA IA'RCrITECT-- 1 BID SET 2020.10.20 11 No. Issue Date Issued to 12 I I I I I PERMIT SET G Scale Drawn By I I A303 I I 1/4" = V-0" KM 1 A I I B FLOOR PLAN - FIRST A300 A300 A301 FLOOR -9 1/4" 20'-10 3/4" 4'-7 3/4" 2'-1 3/4" 24'-11 3/4" 10'-6 3/4" Dwg.no. 65'-0" 1 1A 2 3 4 5 6 n FLOOR PLAN - MAIN LEVEL Al 01 1/4" = 1'-0" N 12/22/2020 4:32:47 PM 0 2018 BLAZE MAKOID ARCHITECTURE.All rights reserved. BMA Project No.2019.35.1 1 1A 2 3 4 5 6 NEW SUFFOLK CGG CH — — I I I I I —1 — — — — FF 1470 JACKSON ST. CEED. ,- �JE II I 1 BLAZE MOKOID ARCHITECTURE D A,111�c — — — — — I — — — — — I — — — — — — — —I — — —I — — — — ��,Z� MAko CDI))— DD , A B C A300 A300 A301 5112 f N� - I I I I 9�F 28so6 y0`� _ /� OF NE`N cc _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - cc A303 P: 631.537.7277 7 Trademans Path Unit 4 Bridgehampton, NY 11932 $Are Surveryor: BE3 - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - � - gg John Minto, L.S. 93 Smithtown Blvd. = Smithtowwn, NY 11787 E D206- 1 0� — — — — — — P:631.724.5455 CA) - - - - - - - - - - - - - - - - - - - - - - - -5,12� A- AA G W205-0 E Land Planner: = A303 En Consultants . / \� Rob Herrmann E 1319 N. Sea Rd, Southampton NY 11968 5112. I MASTER BEDROOM P:631.283.6360 GABRIEL S ROOM 206 i �\1 W204-01 205 5112' '" / Structural Enaineer: I I I E \ I I 1182' I 1 Count y AndrewsiLandro Rd39 Sute 10ring 5 y _ W203-01 Southampton NY 11968 \ ZACHARY'S ROOM A,"1p11V P I I 204 I I 5112' .. P: 631.259.3959 = Q. A Landscape Architect: p11 \ m 5112, 1 Araiys Design, L.A., P.C. g — — — \ — - — — — — — m — g 38 Nugent Street, Suite B, / S112, I I I \ I Southampton NY 11968 SAMANTHA S ROOM MASTER CLOSET 10 2 203 5112 \ 206C P:631.283.1131 A430 "1111a TH ID - \ 05A I' Lighting Design: \ 8 \ ID2 -02 A Shine Lighting & Distruibution 50 Station Rd. = Watermill NY 11976 1 I ` � I ° P:631.726.0425 \ ID20 -02 BA H Mechanical Design: \ \ 20 A ID 06-01 ID2 6-02 Kolb Heating & Cooling 1D2 - 11500 Sound Ave. Mattituck, NY 11952 N D203-01 BAH 2 P'.631 2 3A ID001-07 .298.5527 2 II o A200 A2o1 3 W206 ID202-01 I I i" ID207-0 1206A 1 1 , II �,�• I , " M. SHO E MAS BATH - 206B 206A 11 E f _ E A302 I DN s, A302 cc i ---- --- l C) D {. LAUNDRY A HALLWAY j GU4T BEDROOM 787 ---- --- \ \ F \ ST IR ND, N \ \ \ E N FIREIRATED DOOR CE E I MECH A '\ �� GUEST DECK I \ G GUARDRAIL AS PER NYS A303 RESIDENTIAL CODE R311.5 / GARAGE ROOF BELOW / CF)- 2 BUILDING PERMIT 2020.12.14 Bldg.Dept 1 1 1 BID SET 2020.10.20 1 No. Issue Date Issued to PERMIT SET I I I I I I 1 Scale Drawn By A201 1/4" = V-0" KM 1 1 A A300 2 3 A300 4 A 01 5 6 FLOOR PLAN - SECOND FLOOR Dwg. no. FLOOR PLAN - UPPER LEVEL Al 02 N 12/22/2020 4:32:51 PM 0 2018 BLAZE MAKOID ARCHITECTURE.All rights reserved. BMA Project No.2019.35.1 NEW B 4 1A SUFFOLK . 1 5 6 1470 JACKSON ST. DD BLAZE MAKOID ARCHITECTURE ERED ARC A B c y A300 I A300 I A301 MgMp A303 XX 9T�4F — — — — — — — — — — — — — — — — — — — — — — — — 1313 P: 631.537.7277 7 Trademans Path Unit 4 Bridgehampton, NY 11932 Surveryor: John Minto, L.S. /� - 93 Smithtown Blvd. *G Smithtowwn, NY 11787 P:631.724.5455 �P. ROOF CONSTRUCTION: EPD ROOF MEMBRANE ATOP 1/2" PROTECTI N BOARD, Land Planner: ATOP TAPERED RIDID INSULATION ITCHED En Consultants 1 " PER FOOT TO INTEGRAL DRAIN AND Rob Herrmann EMERGENCY OVERFLOW DRAINS PE N SR903.4.1 ' 1319 N. Sea Rd, Southampton NY 11968 P:631.283.6360 Structural Engineer: DiLandro Andrews Engineering - � A / - A 158 County Rd. 39 Suite 10 —_ Southampton NY 11968 B I I I B P: 631.259.3959 — — — — — — — — — — Landscape Architect: —� YY Araiys Design, L.A., P.C. 8 II I I I 3 � o 0 38 Nugent Street, Suite B, A O O W W Southampton NY 11968 P:631.283.1131 , D A301 Q' `� A301 Lighting Design: Shine Lighting & Distruibution 1 10" IJIA.FLUE PIPE SOLA ARRAY TO E LAID OUT AS PER 50 Station Rd. I I GREE LOGIC I I Watermill NY 11976 P:631.726.0425 1/4" PER FOOT — 1/4" PER FOOT A2oo Mechanical Design: Kolb Heating & Cooling 2 11500 Sound Ave. A201 Mattituck, NY 11952 v� F P:631.298.5527 C e C E a WLL- 11 A302 2 D p- oLLc 00 a F " PEk FOOT � /� F A302 / A302 W i a H A303 / A420 / F 2 BUILDING PERMIT 2020.12.14 Bldg. Dept 1 BID SET 2020.10.20 1 A201 No. Issue Date Issued to A B C I I A300 i i A300 i A301 I I PERMIT SET ' Scale Drawn By I I II I I I 1/4" = 1'-0" KM G i I II I I I A303 ROOF PLAN 1 1 A f3 4 5 6 PROOF PLAN Dwg. no. Al 03 12/22/2020 4:32:52 I'M 0 2018 BLAZE MAKCID ARCHITECTURE.All rights reserved. BMA Project No.2019.35.1 NEW SUFFOLK 1470 JACKSON ST. F. - I reenLo ica LAC Approved BLAZE MAKOID ARCHITECTURE Surface #1 : ?8906 OF NE`N S'+ s to ri Size., 2 4 .800WA P: 631.537.7277 r, ., V 7 Trademans Path Unit 4 Bridgehampton, NY 11932 - Surverr�or: --�� John Minto, L.S. . 93 Smithtown Blvd. Smithtowwn, NY 11787 5 U N PC , WE P:631.724.5455 Ir , a ..� w. r Land Planner: .�� En Consultants k_ �r ,� , �� - •°� �. �nri.° �� Rob Herrmann { m, 1319 N. Sea Rd Southampton NY 11968 edficationsRane[Arra-OLP:631.283.6360 t kJ Structural Engineer: t 1 _o.... . ., ......,.�.. ,..R.._. ._.._, . "� � . 1 {^� rr ver �f' ii DiLandro Andrews En Engineering ..�•:';'"& ".z'm ,""',„„ 4 m.Ay`n^-"„"+x�, "p� �!l�. 1 f,�5..��: �..1�e' �1 7�.+1 � �. z�� g J :... � 9 r 158 County Rd. 39 Suite 10 10Un( 11968 M. �� ,r Po631 259.3959 f'�' sr "`! "` '�' tl.� + b� cry ;' } �i .,� 4'°6x° n d^*` E i 15 {, - 'y+ •,, ,t V"Mr A Landscape Architect: �� ` `g •; �= y� �,� a �R. Araiys Design, L.A., P.C. . � , .. Legend: 38 Nugent Street, Suite B, f` a ry Southampton NY 11968 j -We'_ �1 a " b . 1, �, .' Y �'� ° 3 P:631.283.1131 : Ll r�1P r Li htin Design: k RM � Shine Lighting & Distruibution • �. ,� � °� ,,� � �, }-�, �«� � ,�. � f �, T , � 50 Station Rd. Watermill NY 11976 1Z, P:631.726.0425 :g`y yak - {� .,1. ., 6s„ x qq} Rr - srr,Mys+�E' '. � I _ 3 ' p: s:� Mechanical Design: Kolb Heating & Cooling I e , . �. .'�. y ;► 11500 Sound Ave. .�i �. �''` � t I � �. �..` �i .,:aid.•,...., �..��'�` �� ' � Y I •:»wrmmr.�.a. ".'"° .I°�^xr ,.�,a +a+ °t?y P^.nM1" ,,..»„w�.w+.s,� % . R�'., � .,.'° � �;: � r Mattituck NY 11952 '� r � Y• ;�� '' K „ 3 P:631.298.5527 0.117, x� t, D ral.-1 n By: PRK D ra lw n q '9 1 of 1 DRAWING NOT TO SCALE FO "K' REFERE11kN' CE Offilk\JOLY 1 BUILDING PERMIT 2020.12.14 Bldg. Dept No. Issue Date Issued to PERMIT SET Scale Drawn By 3" = V-0" KM SOLAR PANEL ARRAY Dwg.no. Al 03 * 1 N 12/22/2020 4:32:54 PM ©2018 BLAZE MAKOID ARCHITECTURE.All rights reserved. BMA Project No.2019.35.1 NEW SUFFOLK 1470 JACKSON ST. i i i i I I i i I i I I BLAZE MAKOID ARCHITECTURE RED ARC 17 ?8906 OF NE`N P: 631.537.7277 7 Trademans Path Unit 4 Bridgehampton, NY 11932 Surveryor: John Minto, L.S. 93 Smithtown Blvd. Smithtowwn, NY 11787 P:631.724.5455 — — — — — — — MOTORIZED SOLAR SHADES Land Planner: — — — — — — — MOTORIZED BLACK OUT SHADES En Consultants Rob Herrmann 1319 N. Sea Rd, Southampton NY 11968 P:631.283.6360 F16A F16A F116A _Structural Enaineer: F23B DiLandro Andrews Engineering 158 County Rd. 39 Suite 10 Southampton NY 11968 ------ P: 631.259.3959 EXT. COURTYARD r/� 71— Landscape Architect: 000 Araiys Design, L.A., P.C. 38 Nugent Street, Suite B, F23B C1 Southampton NY 11968 P:631.283.1131 - --- -- Lighting Design: CD-2 Shine Lighting & Distruibution SID 50 Station Rd. F23B JF2 F18 F18 Watermill NY 11976 F2 F2 F2 P:631.726.0425 I F26 F2G I / n:Mechanical Design: II a POOL BAH F5 00 F2 F26 Kolb Heating & Cooling �� ---- ... _ - 11500 Sound Ave. C1 \ Mattituck, NY 11952 F5 GB01 %/ PLAY. ROOM F2 ;GYM F2 MECH B P:631.298.5527 / 002 F26 003 004 F4 - F23 FS F26 C1 C1 F18 C1 F18 GB01 FGB011 GB01 \ SD—/ I p F2 F2 CD F2 F2 F2 SD O �'---- BUNK ROOM F2 F2 006 NOTE: LAYOUT TO DE FINALIZED F2 � C1 F2 � F18 WITH FURNITURE LAYOUT. AL E1�` GB01 \ F2 F2 FOR READING LIGHT AND US � FORT AT EACH DU�,�!I<. F2 F2 NOTE: ALLOW FOR TASK' LIGHTING - LAUN. -SD F5 F22 007 F22 NOTE: DISCUSS OPTIONS. GEOMETRIC F5 SURFACE MOUNT LAYOUT OR INCORPORATING. COLOR. F5 CP MECH C \ C1 8 \ GB01 2 BUILDING PERMIT 2020.12.14 Bldg. Dept 1 BID SET 2020.10.20 No. Issue Date Issued to PERMIT SET Scale Drawn By 1/4" = V-0" AO REFLECTED CLG PLAN - LOWER LEVEL Dwg.no. REFLECTED CEILING PLAN - LOWER 1n LEVEL U 1/4" = 1'-011 Al 20 12/22/20204:32:57 PM 0 2018 BLAZE MAKOID ARCHITECTURE.All rights reserved. BMA Project No.2019.35.1 NEW SUFFOLK 1470 JACKSON ST. ------------------------------------------ F16A"" ————————————————————————————————————— F16A� F24 ------------ ------------- BLAZE MAKOID ARCHITECTURE — — — — — — — MOTORIZED SOLAR SHADES —' lU � CJt — — — — — — — MOTORIZED BLACK OUT SHADES / �9�. ?8906 yOQ' FOF N�� P: 631.537.7277 7 Trademans Path Unit 4 Bridgehampton, NY 11932 Surveryor: Ec1 John Minto, L.S. 93 Smithtown Blvd. O STAINLESS STEEL Smithtowwn, NY 11787 PANEL ABOVE GRILL P:631.724.5455 F16A f F16A Land Planner: En Consultants Rob Herrmann — -- - 1319 N. Sea Rd, Southampton NY 11968 -- — — _ - P:631.283.6360 I I _ NOTE: LIGHTING TO BE DEVELOPED Structural Enaineer: NOTE: LINEAR LED LIGHTING AT WITH FURNITURE PLAN. DiLandro Andrews Engineering FIREPLACE TO BE DEVELOPED. \ I 158 County Rd. 39 Suite 10 Southampton NY 11968 P: 631.259.3959 ITC p PANTRY Landscape Architect: C1 c1 GB01 Araiys Design, L.A., P.C. LIVING ROOM DINING ROOM GB01 =` O 38 Nugent Street, Suite B, 101 102 NOTE: SLOT FIXTURE WITH INDIRECT Southampton NY 11968 i-; I,; - P:631.283.1131 / LINEAR LIGHTING AND ACCENT LIGHTS. - Liahtinq Design: Shine Lighting & Distruibution 50 Station Rd. NOTE: LINEAR LED LIGHTING AT --- - - -- Watermill NY 11976 BAR TO BE DEVELOPED. MUDROOM P:631.726.0425 105 SD—/ CD Mechanical Design: JR MASTER C1 Kolb Heating & Cooling iq GB01 11500 Sound Ave. C1 SD �D _' Mattituck, NY 11952 G601 P:631.298.5527 CD PWD RN F23 I c1 ENTRY F236 f G601 107 F23 ' C1 GB01 GARAGE 1 6 J R BATH - i C1 SP03 F23B `NOTE: DISCUSS LIGHT IN ENTRY. REFLECTED CEILING PLAN - FIRST n FLOOR Copy 1 1/4" = V-0" 2 BUILDING PERMIT 2020.12.14 Bldg. Dept 1 BID SET 2020.10.20 No. Issue Date Issued to PERMIT SET Scale Drawn By 1/4" = V-0" AO REFLECTED CLG PLAN - FIRST FLOOR Dwg. no. Al 21 12/22/2020 4:33:06 PM 0 2018 BLAZE MAKOID ARCHITECTURE.All rights reserved. BMA Project No. 2019.35.1 NEW SUFFOLK 1470 JACKSON ST. BL &ZE MAK01D ARCHITECTURE ED ARC (P 06 AO FOF NE`N P: 631.537.7277 7 Trademans Path Unit 4 Bridgehampton, NY 11932 Surve[yo : John Minto, L.S. 93 Smithtown Blvd. Smithtowwn, NY 11787 P:631.724.5455 F23 — — — — — — — MOTORIZED SOLAR SHADES Land Planner: En Consultants — — — — — — — MOTORIZED BLACK OUT SHADES Rob Herrmann 1319 N. Sea Rd, Southampton NY 11968 NOTE: DISCUSS NIGHTLIGHT IN BATHROOMS - i i I P:631.283.6360 RECESSED WALL LIGHT OR LINEAR LED Structural Enaineer: DiLandro Andrews Engineering 158 County Rd. 39 Suite 10 \ i -OA RE IEUS ROOM 1 MASTER BEDROOM F25 Southampton NY 11968 MASTER BE15k&M P: 631.259.3959 --- GABRIEL'S ROOM \ ` Landscape Architect: Arai s Design, L.A., P.C. Y G601 38 Nugent Street, Suite B, F�� F ZACHARY'S ROOM GBo1 3 Southampton NY 11968 ZACHARY S ROOM \ F23 P:631.283.1131 204] Lighting Design: :9-A ANTHA'S Roots %, c1 F22 < Y F22 Shine Lighting & Distruibution E SET 50 Station Rd. �23 FGB011 N 206C � SAMANTHA'S ROOM F23 Fly F22 Watermill NY 11976 C1 MASTER CLOSET P:631.726.0425 61301 C1 Fl F�2 I NN 01 �2� Fa � Mechanical Design: OF�6 Kolb Heating & Cooling�-F �,, c1 11500 Sound Ave. `�\ O � O � Mattituck NY 11952 BATH �\�D P:631.298 5527 b �,SD - C1/ \� SD - t� , Gd01 SD MASTER BATH , \ C1 Cl i� 0 \ �-sD CIDF5 CD � sD B01 F5 F�6 Fl GB 11 �O /- O SD \ F� F HALLWAY KNONF22 <8> FA F23 LAUNDRY A F5 M.SHOWER HALLWAY F5 - �� SD UJ c1 0 1 GUEST BEDROOM 207A GB01 C1 - _. - ---- OPEN TO BELOW �\ �C J \\ %\\� G601 ---- --- F, o GUEST 8 DROOM LAUNDRYA 2 --—— ——— - F14 01 F22 G6 NOTE: DISCUSS LINEAR \ LED UNDER VANITY ` GUEST DECK M -HA F ` NOTE: DISCUSS TASK LIGHTING AT DESK. GB01 ECH A NOTE: MULTI PENDANT FIXTURES GRAVEL IN SAME FAMILY 2 BUILDING PERMIT 2020.12.14 Bldg. Dept 1 BID SET 2020.10.20 No. Issue Date Issued to PERMIT SET REFLECTED CEILING PLAN - SECOND Scale Drawn By FLOOR REFLECTED CLG PLAN - SECOND FLOOR Dwg.no. Al 22 12/22/2020 4:33:24 PM 0 2018 BLAZE MAKOID ARCHITECTURE.All rights reserved. BMA Project No. 2019.35.1 I: B,-0— I jII - A—�II --- i I_ I— --I- _-_----------I---I _-� I' —---------------------_—I-I �----_--I - — I, -4-7— 6" NEW SUFFOLK A301 A3 A3 T.O. PARAPET 1470 JACKSON ST. 59'_6 SECOND FLOOR CEILING BLAZE MAKOID ARCHITECTURE REAR GL02 IWD01 SECOND FLOOR FIN. FLR. FIRST FLOOR CEILING 45 _6" 0FN P: 631.537.7277 7 Trademans Path Unit 4 Bridgehampton, NY 11932 Surveryor:cco1 John Minto, L.S. D0� D1 D 93 Smithtown Blvd. Smithtowwn, NY 11787 P:631.724.5455 Land Planner: FIRST FLOOR FIN. FLR. En Consultants 33'-6" Go21 Rob Herrmann 1319 N. Sea Rd, Southampton NY 11968LOWER LEVEL CEILING P:631.283.6360 GARAG3SL9 31'-4" cc01 Structural Engineer: DiLandro Andrews EngineeringAVG EXST. GRADE 158 County Rd. 39 Suite 10 ELECTRICAL PLAN LOWER LEVEL Southampton NY 11968 P 631 259 3959 25 _6 --- Landsca a Architect: T,O.SLAB Araiys Design, L.A., P.C. 21'-9" 38 Nugent Street, Suite B,I I Southampton NY 11968 P:631.283.1131 Lighting Design: [37 Shine Lighting & Distruibution c B A 50 Station Rd. A301 4(A300 Watermill NY 11976 EXTERIOR ELEVATION - SOUTH P: .7 .0 14" Mechanical Design: Kolb Heating & Cooling 11500 Sound Ave. Mattituck, NY 11952 E D P:631.298.5527 A302 A301 O. PARAPET T. KIR SECOND FLOOR CEILING 57'-6" 0 W20 WDo SECOND FLOOR FIN. FLR. GL02 G0 ; 47'_6" 17 FIRST FLOOR CEILING WD01 D106-01 FLOOR FIN. FLR. ld01, LOWER LEVEL CEILING c GARAGE '- L-I Bldg. De t2 BUILDING PERMIT 2020.12.14 It AVG X . GA � 1 BID SET 2020.10.20 No. Issue Date Issued toELECTRICAL PLAN - OWER LEVEL3 25 6 SET Scale Drawn By - --- T.O.SLAB - ----II ----I -I—--- -----I; - 01/4 1 A u thor 9" ! i l 21'T� — - EXTERIOR .-J ' ---- ---- SOUTH AND WEST ' i Dwg. no. E A302 A30c WD01 I 11 - EXTERIOR ELEVATION - WEST A200 U 1/4" = 1'-0" 12/22/2020 4:33A3 PM 0 2018 BLAZE MAKOID ARCHITECTURE.All rights reserved. BMA Project No.2019.35.1 NEW SUFFOLK i--- -A' --�I--I-----i! IiI ----------------- I'B A300 A3,_00 � -- II —_i- ' I 1470 JAC K S O Nr:S T. T.O. PARAPET SECOND FLOOR CEILING BLAZE MAKOID C? A RFtC s H3 IR TC �E tp C TURE W01 ED A GL0 SECOND FLOOR FIN FLR sso6 47i-6n F NfO FIRST FLOOR CEILING P: 631.537.7277 45' 7 Trademans Path Unit 4 Bridgehampton, NY 11932 Surveryor: John Minto, L.S. 93 Smithtown Blvd. Smithtowwn, NY 11787 wD01] P:631.724.5455 105D107 Land Planner: En Consultants Rob Herrmann 1319 N. Sea Rd, Southampton NY 11968 FIRST FLOOR F R. P 631 283 6360 1_ „ Structural En ineeLOWERLEVEL CEILING S DiLandro Andrews Engineering it GARAGE 158 County Rd. 39 Suite 10 -- -431 Southampton NY 11968 P• 631.259.3959 I 30 -0 Landscape Architect: AVG EXST. GRADE � ralys Design LA., P.C.PC Ili id i 38 Nugent Street, Suite B, Southampton NY 11968 BT.O.SLA P• 31 283 131 7 I — i-777 : _ —II --{I I _-----I- -------- I I —I---- 21 3 6O n d1 Lighting Design: Shine Lighting & D l s trul butlon 50 Station Rd. WatermilI NY 11976 A B P:631.726.0425 A300 A300 EXTERIOR ELEVATION - NORTH Mechanical esiq n: 1/4" Kolb Heating & Cooling 11500 Sound Ave. Mattituck, NY 11952 D p E F P:631.298.5527 A301 A302 A302 T.O. PARAPET 59r_6r SECOND FLOOR CEILING 57 6 01W204 01 W3 01W205 —01 SECOND FLOOR FIN.4T FIRST FLOOR CEILING 4S6 w 01 FIRST FLOOR FIN. IFLR. 33r_6P LOWER LEVEL CEILINGI GARAGESLAB' I3111-411 2 BUILDING PERMIT 202 0.12.14 Bldg. Dept --- - - _ 1 BID SET 202 . 0.20_ AVG EXST. GRADE 3Q,-O„ No. Issue Date Issued to I— I-I]HU — I I PERMIT SET I Scale Drawn By — ---; 1/4" = 1 -0" Author- - - I—I n D E F EXTERIOR ELEVATIONS A301 A302 A302 NORTH AND EAST Dwg.n o.A0 EXTERIOR ELEAOAT An It 12/22/2020 4:34:04 PM ®2018 BLAZE MAKOID ARCHITECTURE.All rights reserved. BMA Project No.2019.35.1 1 A400 D E F _ A301 A302 A302 i NEW SUFFOLK - ------ � T.O. PARAPET -- - - - -- t_ 11 — — —I -- -- - ----- I - I ll ' 00�0I'III III' II,II I; III II 2-- IIi --O�-1`�II 10 0o 02005v1 �k III - _ _ --- _ T.O. ROOF SHEATHING — L SECOND FLOOR CEILING - -- � 1470 J Ar.0 K_S O N r: S T. 57 -6 MECH AI ? LAUNDRY A BLAZE MAKOID � 9A� R�� RC y ?E 8HI E— T� EC T-+ URE SECOND FLOOR FIN. FLR. ED RcT.O. SECOND FLR. SHTG � FIRST FLOOR CEILING MAt47 -3" _ 45,_6" 906 OF P: 631.537.7277 7 Trademans Path Unit 4 Brid eham ton NY 11932 I JR MASTER JR BATH 2 Surveryo A John Minto, L.S.FIRST FLOOR FIN. FLR. 93 Smithtown Blvd.33 611 Smitht wwn, NY 11787 T.O. FIRST FLR SHEATHING P•631 7245455 J t 3 Land Planner:T.O. TYP FND WALL 1 4" En Consultants Rob Herrmann WOERLEVCL EI1ING 1319 N. Sea Rd, Southampton NY 11968 -03 P:631.283.6360 EXT. COURTYARD OOLIBATH BUNKROOM ON. MECH C Structural EnqiWeeE J 1007 ; DiLandro Andrews Engineering 158 County Rd. 39 Suite 10 Southampton NY 11968AREA PLAN- LOWER LEVEL 22' 0" P: 631.259.3959 T,O.SLAB 2- - Landscape Architect: T.O. FOOTING All Design, L.A., P.C. 21'-4" 38 Nugent Street, Suite B, Southampton NY 11968- -- -- - P:631.283.1131 Lighting Design: Shine Lighting & Distruibution 50 Station Rd. D E F Watermill NY 11976 A301 A302 A302 P:631.726.0425 Mechanical Design: Kolb Heating & Cooling 1/4 GG FF EE DID CC X BB AA A B Y , D C E DA302 F E F 11500 Sound Ave. A401 Mattituck, NY 11952 P:631.298.5527 ----- ----------- - I� -__-----_-—_�� !I __IIIIIIIIIIIIII'(I 'IilI'II IIt ' ' �- iI�IIIi,,IIII,I 1 T.O._—PARAP ET SECOND FLOOR CEILING 57,_6„ I HALLWAY:CHA YS RO M 208 SECOND FLOOR FIN. FLR. 471-611 FIRST FLOOR CEILING6„45' LIVING ROOM FIRST FLOOR FIN. FLR. ,_L„ T.O.. WALF7il 3 14„ POOL STRUCTURE BY OTHERS 2 BUILD ING PERMIT 2020.12.14 Bldg. DeptELECTRICAL PLAN LOWER LEVEL 1 BID SET 2020.10.20 25 _6 No. Issue Date Issued to AREA PLAN LOWER LEVEL All 22 o PERMIT SET T.O.SLAB - Scale Drawn By1I T.O. FOOTING BUILDING SECTION A & B Dwg.no. D E F BUILDING SECTIONA A A301 A302 A302 A300 Q// BUILD ING SECTION B u - 1/4" = 1'-0" 12/22/2020 4:34:09 PM 0 2018 BLAZE MAKOID ARCHITECTURE.All rights reserved. BMA Project No.2019.35.1 I -IIII'IiI n-DI-v -- E--II/I- I ./ �III I] I F A301 A302 A3FI. 0 -2- — _----_ 1I _ ---II ------I -_ -O T.O. PA_-_942 72 'P E6606T SECOND FLOOR CEILING 1470 JA rC: K S O N S T.57 -6 J GABRIEL'S ROOM BAT HALLWAY !GUESTEDROOM 205 28 07 BLAZE M©KaID � O9 ,R��. C R F�Hf rr►=I. ET� DE i�C F�T� y ' U. R. E SECOND FLOOR FIN. FLR. n ARC T.O. SECOND FLR. SHTG 47 -�3" A FIRST FLOOR CEILING- 45 - 8911yF0N P: 631.537.7277 2 7 Trademans Path Unit 4 Brid9ehamPtonNY 11932A402 SUrye O GARAGE John Minto L.S. 93 Smithtown Blvd.FIRST FLOOR FIN. FLR. Smithtowwn NY11787 33'-6" P:631.724.5455 T.O. FIRST FLR SHEATHING Land Planner: - GARAGELAB En Consultants 31 Rob Herrmann 1319 N. Sea Rd, Southampton NY 11968 T.O. GARAGE FOOTING P:631.283.6360 28'-6 Structural Engineer: < I DiLandro Andrews EngineeringGYM 158 County Rd. 39 Suite 10 AREA PLAN- LOWER LEVEL Southampton NY 11968 P: 631.259.3959 T.O.SLAB� 1 _9. Landscape Architect: T.O. FOOTING All Design, L.A., P.C.21 -4" 38 Nugent Street, Suite B, Southampton NY 11968 P:631.283.1131 Lighting Design: A301 A302 Shine Lighting & Distruibution 50 Station Rd. Watermill NY 11976 P:631.72 .0425 Mechanical Design: Kolb Heating & Cooling 11500 Sound Ave.A B A300 Mattituck, NY 11952 P:631.298.5527 CA301 SECOND FLOOR CEILING 571_611 IT T FIRST FLOOR CEILING45,_6„ A ---- FIRST FLOOR FIN. FLR. 33,- - _31 1 T.O. FIRST FLR SHEATHIN0G- _ 33 -3 I _ T.O. TYP FND WALL 32,-01/4„ LOWER LEVEL CEILING - , 2 BUILDING PERMIT 2020.12.14 Bldg. Dept 1 BID SET 2020.10.20 AREA PLAN- LOWER LEVEL No. Issue Date Issued to -01 PERMIT - - -- - - -- -- --- - --- - s._ .-_ - - ---- ---- - -- - - - - T.O 1 LA9B„ E Scale Drawn ByT.O. FOOT IN 1/4" = 1'-0 KM21 -4G BUILDING SECTIONS C & D III no. A C N EWFOLK , AN 2 D BUILDINGSCTOC � A300 0) 01 BUILDING SECTION D A300 A301 D 1/4" = V-0" A ..) N 12/22/2020 4:34:14 PM 0 2018 BLAZE MAKOID ARCHITECTURE.All rights reserved. BMA Project No.2019.35.1 - A B YY F NEW SUFFOLK MAX BLDG HEIGHT d1 60'-0" MAX BLDG HEIGHT � T.O. PARAPET _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ T.O. PARAPET 1470 JACKSON ST. _ 59'-6" T.O. ROOF SHEAl I'N% O I — T.O. ROOF SHEATHING 11 59 I_ Ew1 591-211 WD01 I I I _ SECOND FLOOR CEILING SECOND FLOOR CEILING i I vv C1 57'-611 57'- G601 6" BLAZE MAK01D ARCHITECTURE I I I c1 I tiEtED ARC 5 ti G601 WD01 .� EW1 � t�ia SAMANTHA'S RO DM 9j, as06 yo 203 I W1 FOF NE`N MECH A GB01 P: 631.537.7277 201 7 Trademans Path Unit 4 Bridgehampton, NY 11932 Su rveryor: W1 John Minto, L.S. wDo1 W1 93 Smithtown Blvd. I I Smithtowwn, NY 11787 EW1 F5 I P:631.724.5455 SECOND FLOOR FIN. FLR. SECOND FLOOR FIN. FLR. Doe 47'-611 47'-6° Land Planner: — En Consultants O� 47'-311 Rob Herrmann j 1319 N. Sea Rd, Southampton NY 11968 EW1 P:631.283.6360 i WD01 FLOOR CEILING — _ — — — _ — _ — — — _ _ — _ Structural Engineer: FIRST F — � _ FIRST FLOOR CEILING 45'-611 DiLandro Andrews Engineering EC1 I GB01 158 County Rd. 39 Suite 10 SP03 I Southampton NY 11968 C1 P: 631.259.3959 I I I I Landscape Architect: WD01 Araiys Design, L.A., P.C. 38 Nugent Street, Suite B, Southampton NY 11968 P:631.283.1131 BUILDING SECTION A -1 Lighting Design: 1 3/411 = 1'-011 Shine Lighting & Distruibution 50 Station Rd. Watermill NY 11976 P:631.726.0425 Mechanical Design: f7 Kolb Heating & Cooling 11500 Sound Ave. To3 FIRST FLOOR FIN. FLR. Mattituck, NY 11952 P:631.298.5527 T.O. FIRST FLR SHEATHING T.O. TYP FND WALL LOWER LEVEL CEILING GB01 - 4• I I — AVG EXST. GRADE 30'-01' GB01 �, ,� •-, a I ELECTRICAL PLAN - LOWER k5VR © I < — — I_ AREA PLAN- LOWER LEVEL 221-011 T•O.SLAB 211-911 d ° a _ _ T.O. FOOTINIG 2 BUILDING PERMIT 2020.12.14 Bldg.Dept 1 BID SET 2020.10.20 No. Issue Date Issued to PERMIT SET _ Scale Drawn By =I = I I _ _ 3/4" = V-0" KM WALL SECTIONS BUILDING SECTION A - Callout 2 Dwg. no. 3/4" = 1'-0" 12/2220204:34:18 PM 0 2018 BLAZE MAKCID ARCHITECTURE.All rights reserved. BMA Project No.2019.35.1 NEW SUFFOLK A B E F 1470 JACKSON ST. row PWIN I ( -O LEAD COATED T.O. PARAPET T _ _ MAX BLDG HEIGHT COOPER FLASHING _ _ _ _ _ _ _ _ _ _ _ _ _ 59'-6" �— 60'-0" T.O. PARAPET _ 1,mR _ T.O. ROOF SHEATHING _ _ _ _ _ _ _ _ _ _ T.O. ROOF SHEA1 'f BLAZE MAKOID ARCHITECTURE 59 -2 591-211 EW1 EW1 STRUCTURAL FRAMING AS PER STRUCTURAL ENGINEER AND STRUCTURAL DRAWINGS WD01 `5'C��MCiy/0 SECOND FLOOR CEILINGS _ _ I _ _ _ _ _ _ ( _ SECOND FLOOR CEILING C1 0 — — — 57'-6" ?8906 A I I GB01 F OF N'E`N G1301 GBo1 i, P: 631.537.7277 7 Trademans Path Unit 4 Bridgehampton, NY 11932 204 01 , I I Surveryor: John Minto, L.S. 93 Smithtown Blvd. Smithtowwn, NY 11787 HALLWAY P:631.724.5455 208 I Land Planner: En Consultants Rob Herrmann ZACHARY S ROOM 1319 N. Sea Rd, Southampton NY 11968 204 I I I P:631.283.6360 I i e • StructuralEnq ner_. j % I GL02 I DiLandro Andrews Engineering �Wi> 158 CountyRd. 39 Suite 10 Southampton NY 11968 G60 I I I `, P: 631.259.3959 I 1 I I 9 F5 I � FLOOR FI SECOND FLOOR FIN. FLR. SECOND N. FLR. WD02 ` �' Landscape Architect: . � p _ 47 -6 47 6 Araiys Design, L.A., P.C. T.O. SECOND FLR. SHTG T.O. SECOND FLR. SHTG 38 Nugent Street, Suite B, - - 11 47 3 NY 11968 .. Southam ton - STRUCTURAL FRAMING- STRUCAS PER l EW 1 P:631.283.113 STRUCTURAL ENGINEER AND STRUCTURAL DRAWINGS I } J WD01 Lighting Design: FIRST FLOOR CEILING _ FIRST FLOOR CEILING Shine Lighting & Distruibution 5 i I i ( ! 45 6 50 Station Rd. I I Watermill NY 11976 EC1 C1 ' I P:631.726.0425 601 %!i SP03 SP03 \ '\ ) Mechanical Design: Kolb Heating & Cooling I 11500 Sound Ave. 1, Mattituck, NY 11952 LIVIING ROOM D107 P.631.298.5527 D102 I I I 101 , F5 / WD 11 j I , WD02 D02 FIRST FLOOR FIN. FLR. I ST04 33'-6" Doe '% / FIRST FLOOR FIN. FLR. T.O. FIRST FLR SHEATHING ,e d T.O. FIRST FLR SHEATHING T 33 -3 33'-3n EW2 4° i° T.O. TYP FND WALL T.O. TYP FND 'WALL 32'_0 1/4" 32' L _ !• Y° e °d— _ _ _ — — — — — _ LOWER LEVEL CEILING — —__ _ i i i O i i —I —i LOWER 11I� II 11 _ I�t� � W1 — — — — — — — -' ' C1 _ A_VG EXST. GRADE G601 I I PLAY ROOM I I 002 _ P Y ROOM d:: a — — — BUILDING PERMIT 2020.12.14 Bldg. Dept " I I _ 1 BID SET 2020.10.20 64 No. Issue Date Issued to AREA PLAN- LOWER LEVEL a •d° `" d _AREA PLAN- LOWER LEVEL - "." '. I j I I I 22'-0" PERMIT SET 3/4" = 1�-0" KM �I O I I I� �-- —_ III— ' -,"', < ' �"` '. .. ., a`. .. °v' ..°,d• eY Q`, '°4. C .a, -o,n.'•v. n-. ._a •'e' < i�i �_ HOI IO III—� �_—I � I—III—I O�� .'.<° . °._°.: •... ,: '•; _ = T.O.SLAB — _ -_ _ -_ ° , d . . , . "• :; I� � I�— � —III O�� — � — =I 21'_9" T.O. FOOTING _ _ _ _ _ _ _ _.a.,: _e.; .a., _ _ _ __I —_ � �� WALL SECTIONS _ = I=IIII II I _ I I — a. a4 ' _ _ T.O. FOOTING = I I d,'O :ZI a,- I _ = I I I _ I = 21 -4 =1 = I I=1 =1 = 1 == 1= = 1= IO I I1 1 = 4„- g . I= = 21'-4" - _= _— — — _— — — — — _ -IIIIII—IIIIII—III—IIIIIIIIIIIIIIIIII—IIIIII—III— .- � �": I—III III—III— — — — _— _ 1=0=0 I O 10 O 1=1 O 1=1 O 1=1 O 001=1 O I0 O I O 10 O 1=010 I I-00 O I O I O 1= I I Dwg. no. n WALL SECTION 131 WALL SECTION 132 A/4'n 0 1 rr 3/4" = 1'-O'r 3/4" _ 9'_0— 12/22/2020 4:34:23 PM ®2018 BLAZE MAKOID ARCHITECTURE.All rights reserved. BMA Project No.2019.35.1 NEW SUFFOLK 1470 JACKSON ST. BLAZE MAKOID ARCHITECTURE 4EAR2ED A/'C C0� MgtpiO%t�` - G FoF NE`N G' A30 300 D P: 631.537.7277 7 Trademans Path Unit 4 Bridgehampton, NY 11932 \ E A302 \� Su ryeryo r: John Minto, L.S. \ 93 Smithtown Blvd. \\ \ DN K Smithtowwn, NY 11787 P:631.724.5455 Land Planner: En Consultants E Rob Herrmann \ A302 1319 N. Sea Rd, Southampton NY 11968 P:631.283.6360 Structural Engineer: - DiLandro Andrews Engineering E I 158 County Rd. 39 Suite 10 \ I I I I I I I I I Southampton NY 11968 - P: 631.259.3959 \I I I I I I I I I I I 4 I Landscape Architect: I I I I I I I I A420 Araiys Design, ,L.A. P.C. I I I I I I I I I z_ -- — 11 38 Nugent Street, Suite B, Southampton NY 11968 P:631.283.1131 \ D C \ Lighting Design: B G E Shine Lighting & Distruibution FLOOR PLA - PER LEVEL - Callout 1 �3 A300 4 A303 50 Station Rd. A302 3 1/4" = 1'-0" Watermil) NY 11976 \ \� P:631.726.0425 A300 Mechanical Design: Kolb Heating & Cooling E 11500 Sound Ave. 30 Mattituck, NY 11952 1007 P:631.298.5527 4 ' D - - - �, - - - T.O. PARAPET - - - - - - 59'-6' _ SECOND FLOOR CEILING K — II III III , II , II , II , II , II III �f 57'-6" II II ,II , II , II , II , 11 , II III /� II III III , II , II , II , II , II III II III III ,II , tl , II , II III III � �I— II I II I II I I I I I I I / II I I II I U m / / 4 - -- = I� ---�' i1--- II III I I I II I I I I I GL02 GL02 SECOND FLOOR FIN. FLR. 1-- - - 47,_6�� - -- FIRST FLOOR CEILING \ — 45'-611 O � E i G L02 FLOOR PLAN - MAIN LEVEL - Callout 1 O J 2 A3oo 4 j STAIR AND HANDRAIL AS PER NYS GL02 RESIDENTIAL CODE I R311.5 I� A420 STAIR AND HANDRAIL AS PER d ii o I NYS RESIDENTIAL _ _ c �� FIRST FLOOR FIN. FLR. O CODER 1 t-.5 — — — — — ---- 33 -6 � O I II II u u u u n II I // I II II II II II II II II I ,- - - II II II II II II II II I I II II II e u n n n I i� II II II II II II It II I ELECTRICAL PLAN_- LOWER LEVEL ` \ II n II II II ' I I /I I 2 BUILDING PERMIT 2020.12.14 Bldg. Dept I � II II II II I I I I I t -� 2 '-6° O 'ii II l Il ii 1 BID SET 2020.10.20 5 4 'v A420 a II II III II I I I No. Issue Date Issued to GL02 II II II 1j� I I I WOOD WRAPED TREADS n -- 11 _IL_JI__ll_ _ AREA PLAN- LOWER LEVEL PERMIT SET 224 Scale Drawn By MONOSTRINGER ' \ , As indicated Author O \ STAIR DETAILS n STAIR SECTION - Callout 1 n STAIR SECTION 1 3 1/4 - 1 -0 FLOOR PL11 AN - LOWER LEVEL - Callout 1 � Dwg.no. 20 12/222020 4:34:26 PM 0 2018 BLAZE MAKOID ARCHITECTURE.All rights reserved. BMA Project No.2019.35.1 NEW SUFFOLK 1470 JACKSON ST. Rom BLAZE MAKOID ARCHITECTURE D Alic 4✓��5 �2E MA�p (P ?8906 °y0� FOF tN4 P: 631.537.7277 7 Trademans Path Unit 4 Bridgehampton, NY 11932 Surveryor: John Minto, L.S. 93 Smithtown Blvd. Smithtowwn, NY 11787 P:631.724.5455 Land Planner: En Consultants Rob Herrmann 1319 N. Sea Rd, Southampton NY 11968 P:631.283.6360 1 1 A Structural Engineer: DiLandro Andrews Engineering 158 County Rd. 39 Suite 10 Southampton NY 11968 10" 3'-4" P: 631.259.3959 Landscape Architect: Araiys Design, L.A., P.C. = 11= I I I = I= = I =1 I I 1 _ 38 Nugent Street, Suite B, =III 4 = 5 Southampton NY 11968 G d d,° _ •.°•, ° �a .< . �. _ �. a ,• `°p ` =e,�� P:631.283.1131 ' �', a •d °� ° ° ° Lighting Design: Shine Lighting & Distruibution eo p• 50 Station Rd. d ° ad ° Watermill NY 11976 P:631.726.0425 —— ————————————————————— < . Mechanical Design: F ------ ------------------- Kolb Heating & Cooling FIRST FLOOR FIN. FLR. =1 ; 11500 Sound Ave. 331-611 = d _ : I� EGRESS LADDER Mattituck, NY 11952 P:631.298.5527 ; . e T.O. TYP FND WALL _ 32'-0 1/4' — a a \ I=1 I = LOWER LEVEL CEILING I—I I I „�d a ,`d. —I I •• '° ,Q -.gym,-;°•°♦ •, \\\\ I i d / WO 6 Z 2 in 3'-4" 4 Q < ——————————————————————————— F7 --------------------------- c ° 4 m I I ' _da,'- °a LEVEL =_ • .; ;': �� - - -.° ' -; .. : • : ;a '- , I —IIII I— I I I I— I 22 —0 _ Q AREA PLAN- LOWER III I7�'TI' 7"'I�r�7' 44 — °•° ;a'° —I 1 I 1 I ` ° e .z ,� ,d ' 211—�It Q ° - _ -d,<- TI—I�— _ a '•�-� - < T.O. FOOTING 4 — 21141 ° - ` °�� . °-a - e- p -``°_d,--,9•:-•6° �, ,9;° °;'; a, aPd•' e e a ° -- No. Issue Date Issue d to _ = = I= _I I _ _= = I I = ==I: . -- ° I _ C PERMIT SET .O. III .O. II ��—�� I ��I � � ��I ,4- '�;�e;�:d. a ,;,�a ,�: Scale Drawn By As indicated Author FOUNDATION DETAILS IF I IL I Dwg. no. 2 Section 28 n 1LOOR P o N - LOWER LEVEL - Callout 4 A501 12/22/2020 4:34:27 PM ®2018 BLAZE MAKOID ARCHITECTURE.All rights reserved. BMA Project No.2019.35.1 NEW SUFFOLK EXTERIOR DOOR SCHEDULE 1470 JACKSON ST. HARDW MARK MANUFACTURER DESCRIPTION MODEL WIDTH HEIGHTT FINISH ARE COMMENTS AREA PLAN- LOWER LEVEL D001-01 KELLER 2'-8" 7'-0" D002 KELLER 2'-8" 7'-0" GARAGE SLAB L3) D106-01 CLOPAY GARAGE DOOR 18'-0" 10'-0" TO BE CLAD WITH CEDAR TO MATCH SIDING BLAZE M A KO I D ARCHITECTURE FIRST FLOOR FIN. FLR. D101 KELLER 15'-5 3/4" 12'-3 7/16" RED ARC,y� D102 KELLER 20'-5 3/4" 12'-3 7/16" D103 KELLER 20'-7 5/8" 12'-3 7/16" .=\ D105 TBD CUSTOM CLAD METAL SWING DOOR 3'-0" 8'-011 _ D106-02 ITBD 3'-0" 8'-0" SELF CLOSING,SELF LATCHING,3/4 HOUR FIRE RATED DOOR AS REQUIRED D107 KELLER 4'-0" 12'-0" A ?8906 O� SECOND FLOOR FIN. FLR. ��F NE`N D206-01 KELLER P:1/2" 10'-3 7/16" EGRESS P: 631.537.7277 7 Trademans Path Unit 4 Bridgehampton, NY 11932 ALL UNITS TO BE IMPACT RATED OR PROTECTED BY HURRICANE PANELS, PROVIDED BY GC. Surveryor: John Minto, L.S. 93 Smithtown Blvd. WINDOW SCHEDULE Smithtowwn, NY 11787 P:631.724.5455 Daylight Daylight Opening NUMBER DESCRIPTION MANUFACTURER Opening Width Height WIDTH HEIGHT HARDWARE COMMENTS Land Planner: En Consultants AREA PLAN- LOWER LEVEL Rob Herrmann W002-00 Keller KELLER 5'-2 1/4" 10'-3 7/16" 1319 N. Sea Rd, Southampton NY 11968 W002-01 Keller KELLER 4'-9 209/256" 9'-6 59/64" P:631.283.6360 W006 Keller KELLER 5'-6 5/8" 4'-3 7/16" 1 EGRESS WINDOW FIRST FLOOR FIN. FLR. Structural Engineer: W101 Keller KELLER 5'-5 93/256" 12'-3 7/16" DiLandro Andrews Engineering W104 Keller KELLER 5'-6 3/4" 12'-3 7/16" 158 County Rd. 39 Suite 10 W107-01 Keller KELLER 6-10 213/256" 12'-3 7/16" Southampton NY 11968 W107-02 Keller KELLER 12'-1 13/128" 12'-3 7/16" P: 631.259.3959 W109-01 Keller KELLER 5'-4 17/32" 12'-3 7/16" W109-02 Keller I KELLER 3'-9 29/256" 9'-1 15/16" EGRESS WINDOW Landscape Architect: SECOND FLOOR FIN. FLR. Araiys Design, L.A., P.C. W202-01 Keller KELLER 3'-8 7/8" 7'-1 15/16" 38 Nugent Street, Suite B, W203-01 Keller KELLER 14'-41/32" 7'-1 15/16" EGRESS WINDOW Southampton NY 11968 W204-01 Keller KELLER 14'-3 7/8" 7'-1 15/16" EGRESS WINDOW P:631.283.1131 W205-01 Keller KELLER 14'-3 5/8" 7'-1 15/16" EGRESS WINDOW W206 Keller KELLER 10'-9 3/4" 7'-3 7/16" W206-02 Keller KELLER 3'-9" 10'-3 7/16" Lighting Design: W207 Keller KELLER 13'-7 3/4" 10'-3 7/16" EGRESS SLIDER Shine Lighting & Distruibution W208 Keller KELLER 12'-1 35/128" 10'-3 7/16" 50 Station Rd. Watermill NY 11976 ALL UNITS TO BE IMPACT RATED OR PROTECTED BY HURRICANE PANELS,PROVIDED BY GC. P:631.726.0425 Mechanical Design: Kolb Heating & Cooling 11500 Sound Ave. Mattituck, NY 11952 P:631.298.5527 No. Issue Date Issued to PERMIT SET Scale Drawn By KM DOOR/WINDOW SCHEDULE Dwg. no. A600 12/22/20204:34:29 PM ®2018 BLAZE MAKOID ARCHITECTURE.All rights reserved. BMA Project No.2019.35.1 • INTERIOR DOOR SCHEDULE NEW SUFFOLK MARK DOOR/HARDWARE TYPE HANDING HEIGHT WIDTH THICKNESS HARDWARE FUNCTION I COMMENTS AREA PLAN- LOWER LEVEL ED001 SOLID CORE BLIND PAIR 7'-0" 5'-0" 2 1/4" ID001-02 SOLID CORE SWING DOOR 7'-0" 2'-8" 1 3/4" 1470 JACKSON ST. ID004 SOLID CORE SWING DOOR 7'-0" 2'-8" 1 3/4" SELF CLOSING, SELF LATCHING,3/4 HOUR FIRE RATED DOOR AS REQUIRED ID005 SOLID CORE SWING DOOR 7'-0" 2'-8" 1 3/4" SELF CLOSING, SELF LATCHING,3/4 HOUR FIRE RATED DOOR AS REQUIRED ID007 SOLID CORE SWING DOOR 7'-0" 2'-8" 1 3/4" ID008 SOLID CORE SWING DOOR 7'-0" 2'-8" 1 3/4" FIRST FLOOR FIN. FLR. ID001-03 SOLID CORE OFFSET PIVOT 8'-0" 3'-1 71/128" 2 1/4" DOOR WITH REVEAL ID009 SOLID CORE SWING DOOR 8'-0" 2'-8" 1 3/4" BLAZE M A KO I D ARCHITECTURE ID109-01 SOLID CORE SWING DOOR 8'-0" 2'-8" 1 3/4" ID109-02 SOLID CORE SWING DOOR 8'-0" 2'-8" 1 3/4" RED Ah'C SECOND FLOOR FIN. FLR. �'CO E MgkO�/� ID001-07 SOLID CORE SWING DOOR 7'-0" 2'-6" 1 3/4" ID201 SOLID CORE SWING DOOR 7'-0" 2'-8" 1 3/4" SELF CLOSING, SELF LATCHING,3/4 HOUR FIRE RATED DOOR AS REQUIRED ID202-01 SOLID CORE SWING DOOR 7'-0" 2'-8" 1 3/4" r ID203-01 SOLID CORE SWING DOOR 7'-0" 2'-8" 1 3/4" ID203-02 SOLID CORE SWING DOOR 7'-0" 2'-8" 1 3/4" 91�1 ?8906 �O ID204-01 SOLID CORE SWING DOOR 7'-0" 2'-8" 1 3/4" FOF N�`� ID204-02 SOLID CORE SWING DOOR 7'-0" 2'-8" 1 3/4" ID205-01 SOLID CORE SWING DOOR 7'-0" 2'-8" 1 3/4" P: 631.537.7277 ID205-02 SOLID CORE SWING DOOR 7'-0" 2'-8" 1 3/4" 7 Trademans Path Unit 4 Bridgehampton, NY 11932 ID206-01 SOLID CORE SWING DOOR 7'-0" 2'-8" 1 3/4" Suryeryor: ID206-02 SOLID CORE POCKET DOOR 10'-2" 3'-101/2" 1 1/2" ID207-01 SOLID CORE SWING DOOR 7'-0" 2'-8" 1 3/4" John Minto, L.S. ID207-02 SOLID CORE SWING DOOR 7'-0" 2'-8" 1 3/4" 93 Smithtown Blvd. ID207-07 SOLID CORE BLIND PAIR 10--0" 3'-6" 21/4" Smithtowwn, NY 11787 P:631.724.5455 Land Planner: En Consultants Rob Herrmann 1319 N. Sea Rd, Southampton NY 11968 P:631.283.6360 Structural Engineer: DiLandro Andrews Engineering 158 County Rd. 39 Suite 10 Southampton NY 11968 P: 631.259.3959 Landscape Architect: Araiys Design, L.A., P.C. 38 Nugent Street, Suite B, Southampton NY 11968 P:631.283.1131 Lighting Design: Shine Lighting & Distruibution 50 Station Rd. Watermill NY 11976 P:631.726.0425 Mechanical Design: Kolb Heating & Cooling 11500 Sound Ave. Mattituck, NY 11952 P:631.298.5527 2 BUILDING PERMIT 2020.12.14 Bldg. Dept 1 BID SET 2020.10.20 No. Issue Date Issued to PERMIT SET Scale Drawn By KM INTERIOR DOOR SCHEDULE Dwg.no. A601 12/22/20204:34:30 PM 0 2018 BLAZE MAKOID ARCHITECTURE.All rights reserved. BMA Project No.2019.35.1 NEW SUFFOLK 1470 JACKSON ST. A B C A300 A300 A301 BLAZE MAKOID ARCHITECTURE iI A303 �4tED qR�, .a z - 9r ?a9 yo FOF NE`N 1112 1 P: 631.537.7277 - - - 7 Trademans Path Unit 4 Bridgehampton, NY 11932 16A F16A F16A G j F23B A303 $U rye ry0 r: John Minto, L.S. 93 Smithtown Blvd. Smithtowwn, NY 11787 r P:631.724.5455 z Land Planner: F En Consultants F23B Rob Herrmann i 1319 N. Sea Rd, Southampton NY 11968 __. P:631.283.6360 a K Structural Engineer: O I DiLandro Andrews Engineering F23B F2 � �� i Fla F18 158 County Rd. 39 Suite 10 F26 F26 F�\\\ F2 F2 Southampton NY 11968 TO SURFACE MOUNTS, � P: 631.259.3959 LAYOUT TBD J 3 Fs Landscape Architect: Arai Design, L.A. P.C. --� F2 �� F2i �\ �6 ys g r 38 Nugent Street, Suite B, N\ F� F5 TO GEOMETRIC SURFACE ,��\ i\\\ A 01 Southampton NY 11968 MOU/NT/S, LAYOUTIPID F2 F2 F2 —,\ --,\ P:631.283.1131 =F� F23 F5 0 I I / GFI �F26 F18, F18�i' Lighting Design: Shine Lighting & Distruibution i ° 50 Station Rd. .\ Watermill NY 11976 F2 ^F2' P:631.726.0425 F2 F2 F2 ° ` / ' I TO RECESSED LIGHTING, Mechanical Design:�� ,� 1 LAYOUT TBD F2 F2 ��__,- ; Kolb Heating & Cooling _ 11500 Sound Ave. Mattituck, NY 11952 NOTE: BE FINALLJZED F2 F2 F1s P:631.298.5527 E WITH FUR RE LAYOUT. ALLOW F2 F2 A3o2 FOR READING LIGHT AND USB PORT AT EACH BUNK. TO GEOMETRIC SURFACE F2 MOUNTS, LAYOUf2rBD NOTE: ALLOW FOR TASK LIGHTIN ° F5 F22 'F22 NOTE: DISCUSS OPTIONS. GEOMETRIC F5 SURFACE MOUNT LAYOUT OR INCORPORATING F COLOR. LEGEND:ELECTRICAL SYMBOLS F A302 / 3 A302 F5 DUPLEX OUTLET 1 s (� of GFI GROUND FAULT INTERRUPT DUPLEX OUTLET �APP APPLIANCE DUPLEX OUTLET K i qp WP/GFI WATERPROOF/GFI DUPLEX OUTLET (P 240V 240V ELECTRIC CAR CHARGING OUTLET (PAPP APPLIANCE SINGLE OUTLET \ TO LIGHTS j 0 DUPLEX FLOOR OUTLET ABOVE I SWITCH ; II H �D DIMMER SWITCH I A303 53 3-WAY SWITCH E 53D 3-WAY DIMMER SWITCH GFI GFI _.. 5 JAMB SWITCH 5vs VACANCY SENSOR CABLE TV JACK 4 DATA OUTLET P THERMOSTAT [I DOORBELL A B G C o A300 A300 A303 A301 �� SMOKE DETECTOR SMOKE-CARBON DIOXIDE DETECTOR a N n ELECTRICAL PLAN - LOWER LEVEL _ _ CEILING-MOUNTED SPEAKER 1/4" = 1'-0" MOTOR FAN EXHAUST No. Issue Date Issued to LEGEND:ELECTRICAL SYMBOLS LEGEND:LIGHTING SYMBOLS LEGEND:LIGHTING SYMBOLS PERMIT SET Scale Drawn By DUPLEX OUTLET SWITCH CABLE TV JACK 13 RECESSED CEILING LIGHT FIXTURE ® RECESSED CEILING LIGHT FIXTURE tale = 1'-p" Author GFI GROUND FAULT INTERRUPT DUPLEX OUTLET D DIMMER SWITCH n INTERIOR WALL SCONCE n INTERIOR WALL SCONCE 4 DATA OUTLET APP APPLIANCE DUPLEX OUTLET �3 3-WAY SWITCH (� THERMOSTAT � EXTERIOR WALL SCONCE [�] EXTERIOR WALL SCONCE ELECTRICAL PLAN WP/GFI WATERPROOF/GFI DUPLEX OUTLET 53D 3-WAY DIMMER SWITCH ❑ DOORBELL o CABINET-MOUNTED LINEAR LED LIGHT o CABINET-MOUNTED LINEAR LED LIGHT q)240V 240V ELECTRIC CAR CHARGING OUTLET $i JAMB SWITCH o CEILING-MOUNTED FLUORESCENT LIGHT o CEILING-MOUNTED FLUORESCENT LIGHT LOWER LEVEL q)APP APPLIANCE SINGLE OUTLET SMOKE DETECTOR 5vs VACANCY SENSOR Q PENDANT LIGHT FIXTURE Q PENDANT LIGHT FIXTURE 01 DUPLEX FLOOR OUTLET �'IL Dwg. no. SMOKE-CARBON DIOXIDE DETECTOR O SURFACE MOUNTED FIXTURE O CEILING-MOUNTED SPEAKER O SURFACE MOUNTED FIXTURE MOTOR FAN EXHAUST AIE� 7UO N 12/22/2020 4:34:33 PM ®2018 BLAZE MAKOID ARCHITECTURE.All rights reserved. BMA Project No.2019.35.1 VIEW SUFFOLK A B C A300 A300 A301 1470 JACKSON ST. H A303 -' F22 BLAZE MAKOID ARCHITECTURE I I ,- _ OUTDOOR LIVING F24 tiRED APc F22 © ♦� E 0 5 � 'yi 1112 1 i I i I I I I I G �' F4 I , -WL � Dlv A303 .� i I I I I I � ,9r p6 A0 I I j �' , F4 FOF N'E`N MkiC1 .',WL - -1 ---- -- -- F22 F22 i ------ ------ II � I ��' F4• WL ! 7 Trademans Path Unit 4 Brid eham ton, NY 11932 .- 9 P I I TO EXTERIOR LIGHTING, I I I I Surveyor: � I I I -'' N SCEES TBD F116, , John Minto, L.S. F4 ; L F4`"WL F4' :wL / D 1 1 i16A 93 Smithtown Blvd. F4 'WL + I I Smithtowwn, NY 11787 P:631.724.5455 FQ \ 8 Land Planner: KITCHEN \ En Consultants 1 DINING ROOM --- \ ob _ 1 NOT 13 9 N Herrmann Rd Southampton NY 11968 �G AT ' Fh F1 -- PE®. - �' — — WIP p F10 \� �� r / I �HARGIN TATION P.631.283.6360 LIr4G;40eW. \ \\ TO EXTERIOR LIGHTING, 1 1 � ' \ Structural Enginee SCENES , Il r: a FED FIB--- �i� ! /' Fto _,.__ I DiLandro Andrews Engineering F21 , F22 158 County Rd. 39 Suite 10 \ D -�-' \\ ' on NY 11968 \ j I � I / D Southampton P FPf j A301 P: 631.259.3959 \ / \ PANTRYi { - ROTE Landscape Architect: \ \\Flip - - - FF71 1 _ LI I'�E Araiys Design, L.A., P.C. 38 Nugent Street, Suite B, __ \ WIN�?�INSEAT i +'� ---- ,,. - - - � I �' j ,�`-�\ I / Southampton NY 11968 --- ' P:631.283.1131 Fli \ F1 r--( F1FD F1'-D NC BA Lighting Design: lip F.4 \ F14 k ` (e� �r� Fla \\ _ Shine Lighting & Distruibution R uW w R/F h. lip �I M FtE 50 Station Rd. J . 1 .,I ,. \ z F1 , „ 1 �, 1 �� Watermill NY 11976 F1 F1P FID I 1 - \ GFI GFI ZE% R/F F22 \ , � .... � ,,— � -- P:631.726.0425 \ E 1 D / I J , \\ ; Mechanical Design: F23 / GFI � 1 F 8 f�1B ,�' �. K \ Kolb Heating & Cooling i� �F23 r- 11500 Sound Ave. I\ F22 Mattituck, NY 11952 � FIB - - / \ 3B P:631.298.5527 JI�,MASTER 'M� HAUST FAN I \ / -OF23 - - - - --- u \\ X F21 - - u I ENTRY ;I F ------ Ft I + "�� ; '1 GARAGE {\ F A302 �3 ;, \ ,� �' i OVERHEAD GARAGE DOOR OPENER LEGEND:ELECTRICAL SYMBOLS / H F22 \ A303 DUPLEX OUTLET J r 3 TR BAT H \ \ ++ \\ \ -I j- q qpGFI GROUND FAULT INTERRUPT DUPLEX OUTLET APP APPLIANCE DUPLEX OUTLET WP/GFI WATERPROOF/GFI DUPLEX OUTLET F23b, 240V 240V ELECTRIC CAR CHARGING OUTLET F 4-WL r�\ (PAPP APPLIANCE SINGLE OUTLET EXHAUS N DUPLEX FLOOR OUTLET SWITCH �._ F23�d�- GFI GFI O F23B LSD DIMMER SWITCH - \NOT 53 3-WAY SWITCH : DISCUSS LIGHT IN ENTRY. 53D 3-WAY DIMMER SWITCH JAMB SWITCH 5vs VACANCY SENSOR CABLE TV JACK 4 DATA OUTLET Q THERMOSTAT DOORBELL A B G C A300 A300 A303 A301 SMOKE DETECTOR y SMOKE-CARBON DIOXIDE DETECTOR a n ELECTRICAL PLAN - MAIN LEVEL O CEILING-MOUNTED SPEAKER MOTOR FAN EXHAUST LEGEND:ELECTRICAL SYMBOLS LEGEND:LIGHTING SYMBOLS LEGEND:LIGHTING SYMBOLS No. Issue Date Issued to DUPLEX OUTLET SWITCH CABLE TV JACK ® RECESSED CEILING LIGHT FIXTURE 10 RECESSED CEILING LIGHT FIXTURE PERMIT SET GFI GROUND FAULT INTERRUPT DUPLEX OUTLET n INTERIOR WALL SCONCE n INTERIOR WALL SCONCE Scale Drawn By 5D DIMMER SWITCH 4 DATA OUTLET .1 �APP APPLIANCE DUPLEX OUTLET 53 3-WAY SWITCH IV THERMOSTAT Et EXTERIOR WALL SCONCE F7 EXTERIOR WALL SCONCE 1/4" = V-0" Author qP WP/GFI WATERPROOF/GFI DUPLEX OUTLET o 53D 3-WAY DIMMER SWITCH ❑ DOORBELL CABINET-MOUNTED LINEAR LED LIGHT o CABINET-MOUNTED LINEAR LED LIGHT (P240V 240V ELECTRIC CAR CHARGING OUTLET i JAMB SWITCH o CEILING-MOUNTED FLUORESCENT LIGHT o CEILING-MOUNTED FLUORESCENT LIGHT ELECTRICAL PLAN (PAPP APPLIANCE SINGLE OUTLET � SMOKE DETECTOR 5vs VACANCY SENSOR Q PENDANT LIGHT FIXTURE O PENDANT LIGHT FIXTURE DUPLEX FLOOR OUTLET yMAIN LEVEL SMOKE-CARBON DIOXIDE DETECTOR O SURFACE MOUNTED FIXTURE O CEILING-MOUNTED SPEAKER O SURFACE MOUNTED FIXTURE Dwg. no. MOTOR FAN EXHAUST ELECTRICAL AND LIGHTING D ELECTRICAL A D LIGHTING 0 (landscape) (portrait) 1/41' = 1'-0" 1/4 AE701 " = 1'-0" N 12/22/2020 4:34:37 PM 0 2018 BLAZE MAKOID ARCHITECTURE.All rights reserved. BMA Project No.2019.35.1 NEW SUFFOLK Y A B C A300 A300 A301 1470 JACKSON ST. H A303 „ F23 � BLAZE MAKOID ARCHITECTURE NOTE: DISCUSS NIGHTLI HT IN BATHROOMS - i \`\\ ��,• ��E �4�0�o'T�t' RECESSED WALL LIGHT OR LINEAR LED ors G • A303 / MASTER BEDROOM F25�I— OF N�� \ GABRIEL'S ROOM i P: 631.537.7277 7 Trademans Path Unit 4 Bridgehampton, NY 11932 S u rve ryor: John Minto, L.S. { ZACHARY'S ROOM 93 Smithtown Blvd. Smithtowwn, NY 11787 P:631.724.5455 SAMANTHA'S ROOM __ � 1 � FrL2 \ 1 / �/ II � K Land Planner:F22 �I En Consultants Rob Herrmann 1319 N. Sea Rd Southampton NY 11968 M S �L SET , ' Flan �' \ \• � a � `\ - � p 120�6. ` P:631.283.6360 BATH EXHAUST \\ \ J Structural Engineer:1 1b _ F FAN `p 5 DiLandro Andrews Engineering ineerin g O w ,i /� b 158 County Rd. 39 Suite 10 BATH �` �'� �� / MpKE�P�i' �� F�7 I \� ' D Southampton NY 11968 P: 631.259.3959 / EXHAUS FAN ) ` Fr " Landscape Architect: ' , O Araiys Design, L.A., P.C. \ ' 3 i O 38 Nugent Street, Suite B, �\ BATH 1 \\ // 1 F\6 F' \ MASTER BATH I\ I EXHAUST �--' `\ Southampton 1ou ampt n NY 11968 FAN / \ o ' 0 �� , - 'EXHAUST - ///F5 F16 / -- � FAA 113 FAN --�� Lighting Design: F��\ �, F1; \`� \ •F 1206A Shine Lighting & Distruibution . t` `�NGN F�:w` F23 ' 50 Station Rd. Watermill NY 11976 F22 U M.SHO\VER HALLWAY ��5 F ----' ___ _ ', ; F. ; P:631.726.0425 A302 r W i \` ' ' BATH ' 9� `i'i F2. F \\ A302 Mechanical Design: F22 � ---- --- \ � L 0- \\ - - ---- --- \ \ GUEST Rf�DTR00M // ` ' \ \ � \ � KolbHeating & Coo mg \\ \I 1 �i EXHAUST Fi 11500 Sound Ave. OPEN TO BE�.O // F22 � FAN \� F2 Mattituck, NY 11952 -r �, � ---- --- /� i ��? _i P:631.298.5527 LAUNDRYA 1 \ \ F4`" 3 ' ---- --- w / 1 / - F22 _ e� NO : DISCUSS LIN A302 GU ST DECK LEGEND:ELECTRICAL SYMBOLS _A_� � DUPLEX OUTLET A303 � \ NOTE: DISCUSS TASK LIGHTING GFI GROUND FAULT INTERRUPT DUPLEX OUTLET AT DESK. APP APPLIANCE DUPLEX OUTLET rCH A \ WP/GFI WATERPROOF/GFI DUPLEX OUTLET 4 OTE: MULTI PEIN RANT FIXTURES �240v 240V ELECTRIC CAR CHARGING OUTLET A420 GRAVEL-� IN SAME FAMILY APP APPLIANCE SINGLE OUTLET R5 DUPLEX FLOOR OUTLET SWITCH LSD DIMMER SWITCH �3 3-WAY SWITCH �3D 3-WAY DIMMER SWITCH J JAMB SWITCH 5vs VACANCY SENSOR CABLE TV JACK DATA OUTLET G Ep THERMOSTAT A303 ❑ DOORBELL A B C A300 A300 A301 �' SMOKE DETECTOR y (� SMOKE-CARBON DIOXIDE DETECTOR a O CEILING-MOUNTED SPEAKER SECOND FLOOR ELECTRICAL PLAN MOTOR FAN EXHAUST No. Issue Date Issued to LEGEND:ELECTRICAL SYMBOLS LEGEND:LIGHTING SYMBOLS LEGEND:LIGHTING SYMBOLS PERMIT SET DUPLEX OUTLET SWITCH CABLE TV JACK 13 RECESSED CEILING LIGHT FIXTURE 13 RECESSED CEILING LIGHT FIXTURE GFI GROUND FAULT INTERRUPT DUPLEX OUTLET $D DIMMER SWITCH DATA OUTLET n INTERIOR WALL SCONCE n INTERIOR WALL SCONCE Scale Drawn By 4 PAPP APPLIANCE DUPLEX OUTLET $3 3-WAY SWITCH Q THERMOSTAT EXTERIOR WALL SCONCE FL-1 EXTERIOR WALL SCONCE 114" = 1'-0" Author WPlGFI WATERPROOF/GFI DUPLEX OUTLET 53D 3-WAY DIMMER SWITCH ❑ DOORBELL o CABINET-MOUNTED LINEAR LED LIGHT � CABINET-MOUNTED LINEAR LED LIGHT ELECTRICAL PLAN _ (P240V 240V ELECTRIC CAR CHARGING OUTLET CEILING-MOUNTED FLUORESCENT LIGHT CEILING-MOUNTED FLUORESCENT LIGHT J JAMB SWITCH o APP APPLIANCE SINGLE OUTLET �' SMOKE DETECTOR 5vs VACANCY SENSOR Q PENDANT LIGHT FIXTURE Q PENDANT LIGHT FIXTURE DUPLEX FLOOR OUTLET y UPPER LEVEL Cf a. SMOKE-CARBON DIOXIDE DETECTOR O SURFACE MOUNTED FIXTURE O CEILING-MOUNTED SPEAKER O SURFACE MOUNTED FIXTURE Dwg. no. MOTOR FAN EXHAUST ELECTRICAL AND LIGHTING LEGEND /A"'6E702 n (landscape) 12/22/2020 4:34A3 PM ®2018 BLAZE MAKOID ARCHITECTURE.All rights reserved.