Loading...
HomeMy WebLinkAbout48136-Z o�OS�FF^ �t eo Town of Southold 8/16/2023 a Oyu P.O.Box 1179 W 53095 Main Rd G4; �ao� � Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44450 Date: 8/16/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1820 Wells Ave., Southold SCTM#: 473889 Sec/Block/Lot: 70.-3-20 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/1/2022 pursuant to which Building Permit No. 48136 dated 7/29/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including finished basement,garage, and deck with canopy,to existing single-family dwelling as applied for. The certificate is issued to Calvo,Agustin&Romo,Melissa of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 48136 7/25/2023 PLUMBERS CERTIFICATION DATED 7/25/2023d Piecuc ut or a Signature TOWN OF SOUTHOLD ��o�g�FfQL�coGy� BUILDING DEPARTMENT �y x TOWN CLERK'S OFFICE oy • ���ti 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#: 48136 Date: 7/29/2022 Permission is hereby granted to: Calvo, Agustin 812 Grand St Apt 219 Hoboken, NJ 07030 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 1820 Wells Ave., Southold SCTM #473889 Sec/Block/Lot# 70.-3-20 Pursuant to application dated 6/1/2022 and approved by the Building Inspector. To expire on 1/28/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $765.60 CO-ADDITION TO DWELLING $50.00 Total: $815.60 Building Inspector pf SO!/r�Ql 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlin(-town.southold.ny.us Southold,NY 11971-0959 �QIyCoU ffN BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Agustin Calvo Address: 1820 Wells Ave city,Southold st: NY zip: 11971 Building Permit#: 48136 Section: 70 Block: 3 Lot: 20 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Platinum East Electric License No:, 34091 ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation X 2nd Floor Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 56 Ceiling Fixtures 4 Bath Exhaust Fan 3 Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 4 Smoke Detectors 4 Main Panel 150X2 A/C Condenser 2 Single Recpt Recessed Fixtures 44 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt elec. Ceiling Fan 2 Combo Smoke/CO 2 Transfer Switch UC Lights 3Q' Dryer Recpt 30A Emergency StrobeHeat Detectors 1 Disconnect Switches 41 4'LED Exit Fixtures Sump Pump Other Equipment: Fridge, Oven, Micro, DW, Mini Splits, W/D, 2- 150A Disconnects, Notes: One Story w/ Finished Basement Inspector Signature: _ Date: July 25, 2023 S.Devlin-Cert Electrical Compliance Form ®f SQ�j�,�,®� Town MR Annex � Telephone(631)76: 54375 Maga Road Fax(631)765-9. P-0.Box 1179 G Southold.A3Y 11971-6959 BLYRDnIGDEPART J U L 2 6 2023 "} BU LDINGDEPT. CERTIFICATION IT Bate: Bunt iing Pe mftoto. `7�0 Owner.� (Please prig) Plufnlmr: �' e LLk I certify tlmt the soles used is the water slspply Wstem coag les$lilt 2/10 of 1% lead. tPhinlem Ste ) -S`5WM W t e&= tMs day of (1,j 200 zUSAi\l A.RZZ0 riot rY Public_State o=i4811,y1d' ttTo.OiiRI6133� 1 au2?4fi�in 80''c11� hAf commission a P rrs ivgarci: z,TatB[y�abhc, County SOOTyolo # TOWN OF SOl1THOLD BUILDING DEPT. co 631-765.1802 1 NSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ZFIRESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION RICAL (ROUGH) [ ] ELECTRICAL (FINAL) VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ul vu r� 0 t .r� / ) J 42,,- A-WAli4 Ilk- �Vlm, vl 6nn -gtl� S M14p DATE INSPECTOR °✓ Z IF SOUlyolo . 14613(0 - 16 20 klellwr e h # # TOWN OF SOUTHOLD BUILDING DE T. °ycourm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTA REMARKS: fn f stk�gAzQ DATE 512-3 INSPECTOR -- "' f TOWN OF SOUTHOLD BUILDING DEPT. °`ycourmN�'' 631-765-1802 INSPECT [ ] FOUNDATION 1ST ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: (;I ✓ V i DATE I`� INSPECTOR pF SOUTyOIo - lJ « # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ OUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: f --�� 0 l oCaj�eC .�, w ill, J DATE �y INSPECTOR X I - - �aOF SOUTyO * # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Iff J2 L DATE INSPECTOR - -ho�aOF SOUTyolo I v,-3(o ' L�CJ Q 11 # TOWN OF SOUTHOLD BUILDING DEPT. �ycou631-765-1802 INSPECTION [ ] FOUNDATION IST ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ®IVl:�, S, 70 17-Y U J�I U/J`qgn ZAS�r AU DATE INSPECTOR Building Envelope and Duct Tightness Report 2018 IECC as amended by the 2020 New Yorlc State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 1820 Wells Avenue,Southold NY 11971 Test Date 7/11/2023 Building Permit#: 48136 q- SzSWE C)O dance Pathway Performance II � } � Test Completed by : Christopher Silvia ,� ",IET Rater ID# 4150294 Home Energy Solutionsj 1 -�` NATE ID# 187 East Main Street JUL 13 2023 ICC 1D# Huntington,NY-11743 BPI# 631-673-0664 BU$,DI1�G DEPT• .'a •F Building Envelope Tightness Volume Calculation : Check if- Floor £Floor Area Volume ❑Conditioned Basement Basement 0 ❑Conditioned Crawl Space ISt 1091 8294 Q Sealed Attic 2nd 2111 18574 *The conditioned floor area of dwelling is calculated in 3rd 0 accordance with ANSI Z765,except that conditioned floor Attic 7497 area includes areas where the ceiling height is less than 5 Total Volume 34365 ft. CFM @50 pa 1250 Air changes/hr@5 2.18 Q Code Compliance: Pass Duct Tightness: Post Construction Test-Total Duct Leakage System-1: Within Condition Space Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa N/A CFM/100 ft'CFA N/A Code Compliance: Exempt System-2: Within Condition Space Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa N/A CFM/100 ft CFA N/A Code Compliance: Exempt System-3: Duct Location Floor Area Leakage CFM @ 25pa CFM/100 ftZ CFA Code Compliance: All building envelope tightiness testing has been verified using instruments and procedures specified in ASTM E1827 as required by 2018 IECC as amended by the 2020 New York State Supplement,section 402.4.1.2.The building duct and plenum system has been verified as required by the 2018 IECC as amended by 2020 New York State Supplement,Section 4033.4. Signature: y. $`.��r'"„A. x..,- Date: 7/11/2023 Christop er Silvia,Home Energy Solutions if6llrlhS® ° Load Short Form Job. 1820 Wells Avenue ■ Date: September 22,2022 Entire House By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673.0884 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project Information For: 1820 Wells Avenue,Southold, NY 11971 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 0 Daily range - M Inside humidity(%) 40 50 Moisture difference(gr/Ib) 40 29 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 (ft.) (Btuh) (Btuh) (cfm) (cfm) AHU1 910 8259 3480 400 400 AHU2 851 15163 14668 600 600 AHU3 871 13866 11094 600 600 AHU4 354 6119 4995 400 400 Entire House 2985 43407 33647 2000 2000 Other equip loads 7891 1110 Equip.@ 1.00 RSM 34757 Latent cooling 3511 TOTALS I 2985 I 51298 I 38268 I 2000 2000 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigh,soft„ 2022-Sep-22 16:37:47 ^1 Right-Suite®Universal 2022 22.0.04 RSU26299 Page Arch ...51820 Wells Avenue11820 Wells Avenue ManJSD.rup Calc=MJ8 House Front faces:NE i , Load Short Form Job: 1820 Wells Avenue �vrlghaoft' Date: September 22,2022 A H U 1 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project Information For: 1820 Wells Avenue,Southold, NY 11971 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 0 Daily range - M Inside humidity(%) 40 50 Moisture difference(gr/Ib) 40 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ4C36NAHZ2 Cond MXZ4C36NAHZ2 AHRI ref 204834293 Coil PEAD-Al2AA7 AHRI ref 204834293 Efficiency 11 HSPF Efficiency 12.5 EER, 17.5 SEER Heating input Sensible cooling 8400 Btuh Heating output 12000 Btuh @ 47°F Latent cooling 3600 Btuh Temperature rise 27 OF Total cooling 12000 Btuh Actual air flow 400 cfm Actual air flow 400 cfm Air flow factor 0.048 cfm/Btuh Air flow factor 0.115 cfm/Btuh Static pressure 0.40 in H2O Static pressure 0.40 in H2O Space thermostat Load sensible heat ratio 0.74 Capacitybalance point=-38 OF Backup:ELECTRIC BACKUP In ut=4 kW Output=11942 Btuh 100 AFUE ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) BATH/LAUNDRY 118 948 18 46 2 CL 72 0 0 0 0 PLAY ROOM 720 7311 3462 354 398 AHU1 910 8259 3480 400 400 Other equip loads 3273 2167 Equip.@ 1.00 RSM 5647 Latent cooling 1990 TOTALS I 910 I 11532 I 7637 i 400 I 400 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -�+- wwrights®fat., 2022-Sep-2216:37A7 Right-Suite®Universal 202222.0.04 RSU25299 Page .ACCA ...11820 Wells Avenue11820 Wells Avenue ManJSD.rup Calc=MJ8 House Front faces:NE Load Short Form Job: 1820 Wells Avenue • �1/rlhts®ft Date: September 22,2022 A H U2 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 1820 Wells Avenue,Southold,NY 11971 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 0 Daily range - M Inside humidity(%) 40 50 Moisture difference(gr/Ib) 40 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-4C36NAHZ2 Cond MXZ-4C36NAHZ2 AHRI ref 204834293 Coil SVZ-KP18NA AHRI ref 204834293 Efficiency 11 HSPF Efficiency 12.5 EER, 17.5 SEER Heating input Sensible cooling 12600 Btuh Heating output 18000 Btuh @ 47°F Latent cooling 5400 Btuh Temperature rise 27 OF Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.040 cfm/Btuh Air flow factor 0.041 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.94 Capacitybalance point=-19 OF Backup: ELECTRIC BACKUP Input=5 kW OutRut= 16331 Btuh 100 AFUE ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) LIVING KITCHEN 851 15163 14668 600 600 AH U2 851 15163 14668 600 600 Other equip loads 1124 158 Equip. @ . 1.00 RSM 14826 Latent cooling 928 TOTALS 1 851 1 16288 1 15754 1 600 1 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightso ft„ 2022-Sep-2216:37:47 AL Right-Suite®U niversal 2022 22.0.04 RSU25299 Page 3 lea ...11820 Wells Avenue11820 Wells Avenue ManJSD.rup Calc=MJ8 House Front faces:NE Load Short Form Job: 1820 wells Avenue �/f 1 ht�CDft Date: September 22,2022 AHU3 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631.673-0664 Email:gdlamay3@gmail.com Web:home-energysolubons.com Project • • For: 1820 Wells Avenue,Southold, NY 11971 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 0 Daily range - M Inside humidity(%) 40 51 Moisture difference(gr/Ib) 40 29 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-4C36NAHZ2 Cond MXZ-4C36NAHZ2 AHRI ref 204834293 Coil PEAD-Al8AA7 AHRI ref 204834293 Efficiency 11 HSPF Efficiency 12.5 EER, 17.5 SEER Heating input Sensible cooling 12600 Btuh Heating output 18000 Btuh @ 47°F Latent cooling 5400 Btuh Temperature rise 27 OF Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.043 cfm/Btuh Air flow factor 0.054 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.88 Capacitybalance point=-19 OF Backup: ELECTRIC BACKUP In ut=5 kW Output= 17061 Btuh 100 AFUE ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) BATHROOM 1 70 0 0 0 0 BEDROOM 1 208 4190 3001 181 162 BEDROOM 2 185 2871 2208 124 119 BEDROOM 3 198 3091 2236 134 121 CORRIDOR 106 0 0 0 0 ENTRY 105 3715 3649 161 197 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ; -pp- wright�sof - 2022-Sep-2216:37:47 Right-Suite®Universal 202222.0.04 RSU25299 Page ACCk ...11820 Wells Avenue\1820 Wells Avenue ManJSD.rup Calc=MJB House Front faces:NE AHU3 871 13866 11094 600 600 Other equip loads 2192 2015 Equip.@ 1.00 RSM 13108 Latent cooling 1784 TOTALS I 871 I 16057 I 14892 I 600 i 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrJghts®ft" 2022-Sep-22 16:37:47 1 �_ ., .. r_.. Rig niversa12022 22.0.04 RSU26299 Page 6 XGA ...11820 Wells Avenue11820 Wells Avenue ManJSD.rup Calc=MJ8 House Front faces:NE * Load Short Form Job: 1820 Wells Avenue Irl hts®ft Date: September 22,2022 AHU4 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 1820 Wells Avenue,Southold, NY 11971 Design Inf• • Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 0 Daily range - M Inside humidity(%) 40 50 Moisture difference(gr/Ib) 40 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-4C36NAHZ2 Cond MXZ-4C36NAHZ2 AHRI ref 204834293 Coil PEAD-Al2AA7 AHRI ref 204834293 Efficiency 11 HSPF Efficiency 12.5 EER, 17.5 SEER Heating input Sensible cooling 8400 Btuh Heating output 12000 Btuh @ 47°F Latent cooling 3600 Btuh Temperature rise 27 OF Total cooling 12000 Btuh Actual air flow 400 cfm Actual air flow 400 cfm Air flow factor 0.065 cfm/Btuh Air flow factor 0.080 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.87 Ca pacity ba lance point=-40 OF Backup: ELECTRIC STRIP Input=2 kW Output=7507 Btuh 100 AFUE ROOM NAME Area Htg load Cig load Htg AVF Clg AVF (it2) (Btuh) (Btuh) (cfm) (cfm) MASTER BATH 70 450 241 29 19 MASTER BED 284 5669 4754 371 381 AHU4 354 6119 4995 400 400 Other equip loads 1302 1890 Equip. @ 1.00 RSM 6885 Latent cooling 1055 TOTALS 1 354 7421 7939 400 1 400 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -�- nlightsoflt— 2022-Sep-2216:37:47 .,�.._. Right-Suite®Universal 2022 22.0.04 RSU25299 Page GA ...11820 Wells Avenue11820 Wells Avenue ManJSD.rup Calc=MJ8 House Front faces:NE N 1• BASEMENT —I. PLAY ROOM 7„ 7" 99 crm 99 Cfrn 7, 7" 7" 7 99 cfm MECH 7" 14 x 8 400 cfm AHU2 0I 12" F x AHU1 12x8 6"99 cfm 4„ CL 46 drn BATH/LAUNDRY GARAGE Mechanical Legend A p Sheet Metal Supply Trunk �- —— —— — — - Sheet Metal Return Trunk ., •;;. Flex Duct n Supply Grille/Register El _ Grille/Register Above I= =IZI Wall Grille/Register Job#: 1820 Wells Avenue Home Energy Solutions Scale: 1 : 119 Performed by Gerson Rubio for: Page 1 187 E Main St Right-Suite®Universal 2022 1820 Wells Avenue Huntington,NY 11743 22.0.04 RSU25299 Southold,NY 11971 Phone:631-673-0664 2022-Sep-22 16:37:58 home-energysolutions.com gdlamay3@gmail.com .,,nue\1820 Wells Avenue ManJSD.ru N 1• (� 1ST FLOOR m 120 cfm 120 cfm ® 120 cfm I LIVING KITCHEN 120 cfm i '120 cfm 4 600 ofm BEDROOM 3 1 R CORRIDOR02 e„ 7" ENTRI 49 99 cfm 134 cfm BATHROOM 1 600 cfm 7" BEDROOM 2 99 cfm 7" MASTER BATH 19 124 cfm 29 cfm X N 12" 4" AHU4 400 cf BEDROOM 1 14" AHU3 MASTER BED 8„ g rL L181 fm —j 190 cfm 190 cfm Mechanical Legend p Sheet Metal Supply Trunk U- —.__— —— Sheet Metal Return Trunk Flex Duct 0 Supply Grille/Register o Grille/Register Above Wall Grille/Register Job #: 1820 Wells Avenue Home Energy Solutions Scale: 1 : 119 Performed by Gerson Rubio for: Page 2 187 E Main St Right-Suite@ Universal 2022 1820 Wells Avenue Huntington,NY 11743 22.0.04 RSU25299 Southold,NY 11971 Phone:631-673-0664 2022-Sep-22 16:37:59 home-energysolutions.com gdlamay3@gmail.com nue\1820 Wells Avenue ManJSD.ru EQUIPMENT TREE MXZ-4C36NAHZ2 PEAD-Al2AA7 SVZ-KP18NA MXZ-4C36NAHZ2 PEAD-Al2AA7 PEAD-Al8AA7 Job#: 1820 Wells Avenue Home Energy Solutions Scale:3/16"= 1'0" Performed by Gerson Rubio for: Page 1 187 E Main St Right-Suite®Universal 2022 1820 Wells Avenue Huntington,NY 11743 22.0.04 RSU25299 Southold,NY 11971 Phone:631-673-0664 2022-Sep-22 16:40:06 home-energysolutions.com gdlamay3@gmail.com ...nue\1820 Wells Avenue ManJSD.rup -� Manual S Compliance Report Job: 1820 Wells Avenue I'" uVrightSoFt° Date: September 22,2022 A H U 1 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673.0664 Email:gdlamay3@gmail.com Web:home-energysolubons.com Project • • For: 1820 Wells Avenue, Southold, NY 11971 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 5647 Btuh Entering coil DB: 80.1°F Outdoor design WB: 71.2°F Latent gain: 1990 Btuh Entering coil WB: 65.0°F Indoor design DB: 75.0°F Total gain: 7637 Btuh Indoor RH: 50% Estimated airflow: 400 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: MXZ-4C36NAHZ2+PEAD-Al2AA7 Actual airflow: 400 cfm Sensible capacity: 9100 Btuh 161%of load Latent capacity: 2400 Btuh 121%of load Total capacity: 11500 Btuh 151%of load SHR: 79% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 11532 Btuh Entering coil DB: 64.4°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: MXZ-4C36NAHZ2+PEAD-Al2AA7 Actual airflow: 400 cfm Output capacity: 14000 Btuh 121%of load Capacity balance: -38 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: ELECTRIC BACKUP Model: Actual airflow: 400 cfm Output capacity: 3.5 kW 104%of load Temp.rise: 27 OF Meets all requirements of ACCA Manual S. 'NtnrLIhtsoft- 2022-Sep-22 16:37:47 ti �...�._,. Right-Suited Universal 2022 22.0.04 RSU25299 Page 1 CCA ...\1820 Wells Avenue\1820 Wells Avenue ManJSD.rup Calc=MJ8 House Front faces:NE - - Manual S Compliance Report Job: 1820 Wells Avenue wrightaoft, Date: September 22,2022 A HU2 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673.0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project For: 1820 Wells Avenue,Southold, NY 11971 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 14826 Btuh Entering coil DB: 76.8°F Outdoor design WB: 71.2°F Latent gain: 928 Btuh Entering coil WB: 63.5°F Indoor design DB: 75.0°F Total gain: 15754 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: MXZ-4C36NAHZ2+SVZ-KP18NA Actual airflow: 600 cfm Sensible capacity: 14700 Btuh 99%of load Latent capacity: 1000 Btuh 108%of load Total capacity: 15700 Btuh 100%of load SHR: 94% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 16288 Btuh Entering coil DB: 68.4°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: MXZ-4C36NAHZ2+SVZ-KP18NA Actual airflow: 600 cfm Output capacity: 21500 Btuh 132%of load Capacity balance: -19 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: ELECTRIC BACKUP Model: Actual airflow: 600 cfm Output capacity: 4.8 kW 100%of load Temp.rise: 25 OF Meets all requirements of ACCA Manual S. * wrig'hts®ft- 2022-Sep-2216:37:47 /�.CN Right-Suite®Universal 2022 22.0.04 RSU25299 Page 2 ...11820 Wells Avenue11820 Wells Avenue ManJSD.rup Calc=MJ8 House Front faces:NE I Manual S Compliance Report Job: 1820 Wells Avenue �/�'�������° Date: September 22,2022 AHU3 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutlons.com Project For: 1820 Wells Avenue,Southold, NY 11971 I Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 13108 Btuh Entering coil DB: 79.7°F Outdoor design WB: 71.2°F Latent gain: 1784 Btuh Entering coil WB: 64.9°F Indoor design DB: 75.0°F Total gain: 14892 Btuh Indoor RH: 51% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: MXZ-4C36NAHZ2+PEAD-A18AA7 Actual airflow: 600 cfm Sensible capacity: 13900 Btuh 106%of load Latent capacity: 1800 Btuh 101%of load Total capacity: 15700 Btuh 105%of load SHR: 89% Heating Equipment, Design Conditions Outdoor design DB: 8.0°F Heat loss: 16057 Btuh Entering coil DB: 66.7°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: MXZ4C36NAHZ2+PEAD-A18AA7 Actual airflow: 600 cfm Output capacity: 18900 Btuh 118%of load Capacity balance: -19 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: ELECTRIC BACKUP Model: Actual airflow: 600 cfm Output capacity: 5.0 kW 1060/6 of load Temp.rise: 26 OF Meets all requirements of ACCA Manual S. -F'�- v►rrigt•t�soft:- 2022-Sep-2216:37:47 Gid .,_ r .a Right-Su ite®U Universal 22.0.04 RSU25299 Page 3 9 ..11820 Wells Avenue11820 Wells Avenue ManJSD.rup Calc=MJ8 House Front faces:NE Manual S Compliance Report Job: 1820 Wells Avenue 'U'611rightsoft, Date: September 22,2022 A H U4 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:831.673-0664 Email:gdlamay3@gmail.com Web:home-energysolutlons.com Project • • For: 1820 Wells Avenue,Southold, NY 11971 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 6885 Btuh Entering coil DB: 80.5°F Outdoor design WB: 71.2°F Latent gain: 1055 Btuh Entering coil WB: 64.8°F Indoor design DB: 75.0°F Total gain: 7939 Btuh Indoor RH: 50% Estimated airflow: 400 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: MXZ4C36NAHZ2+PEAD-Al2AA7 Actual airflow: 400 cfm Sensible capacity: 9100 Btuh 132%of load Latent capacity: 2400 Btuh 228%of load Total capacity: 11500 Btuh 145%of load SHR: 79% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 7421 Btuh Entering coil DB: 67.8°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: MXZ4C36NAHZ2+PEAD-Al2AA7 Actual airflow: 400 cfm Output capacity: 14000 Btuh 189%of load Capacity balance: 40 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: ELECTRIC STRIP Model: Actual airflow: 400 cfm Output capacity: 2.2 kW 101%of load Temp.rise: 17 OF Meets all requirements of ACCA Manual S. -�- wrightsofV 2022-Sep-2216:37:47 ..�. Right-Suite®Universal 2022 22.0.04 RSU25299 Page 4 /�iC� ...11820 Wells Avenue11820 Wells Avenue ManJSD.nip Calc=MJ8 House Front faces:NE Duct System Summa Job: 1820 Wells Avenue • glNrif 9��Aft� y Date: September 22,2022 A H U 1 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673.0664 Email:gdlamay3@gmail.com Web:home.energysolutions.com Project • • For: 1820 Wells Avenue,Southold, NY 11971 Heating Cooling External static pressure 0.40 in H2O 0.40 in H2O Pressure losses 0.19 in H2O 0.19 in H2O Available static pressure 0.21 in H2O 0.21 in H2O Supply/return available pressure 0.152/0.058 in H2O 0.15210.058 In H2O Lowest friction rate 0.075 In/100ft 0.075 in/100ft Actual air flow 400 cfm 400 cfm Total effective length(TEL) 279 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (13tuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln (ft) Trunk BATH/LAUNDRY h 948 46 2 0.095 4.0 Ox 0 VIFx 9.5 150.0 st1 PLAY ROOM c 865 89 99 0.079 6.0 Ox 0 VIFx 17.3 175.0 st1 PLAY ROOM-A c 865 89 99 0.077 7.0 Ox 0 VIFx 37.5 160.0 st1 PLAY ROOM-B c 865 89 99 0.077 7.0 Ox 0 VIFx 27.8 170.0 st1 PLAY ROOM-C c 865 89 99 0.075 7.0 Ox 0 VIFx 42.5 160.0 st1 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st1 Peak AVF 400 400 0.075 600 10.4 8 x 12 ShtMetl TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb9 Ox 0 400 400 76.8 0.075 509 12.0 Ox 0 VIFx t wri+,ghttsoft" 2022-Sep-2216:37:47 Right-Suite®Universal 2022 22.0.04 RSU26299 Page l GA ...\1820 Wells Avenue11820 Wells Avenue ManJSD.rup Calc=MJ8 House Front faces:NE Duct System Job. 1820 Wells Avenue ` - �nrlrl �tscft° Y ■'Summary Date: September 22,2022 AHU2 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysoluflons.com Project • • For: 1820 Wells Avenue, Southold, NY 11971 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.19 in H2O 0.19 in H2O Available static pressure 0.31 in H2O 0.31 in H2O Supply/return available pressure 0.208/0.102 in H2O 0.208/0.102 in H2O Lowest friction rate 0.113 in/100ft 0.113 in/100ft Actual air flow 600 cfm 600 cfm Total effective length (TEL) 275 ft SupplyDetail Table 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 LIVING KITCHEN c 3033 120 120 0.115 7.0 Ox 0 VIFx 40.8 140.0 st2 LIVING KITCHEN-A c 3033 120 120 0.129 7.0 Ox 0 VIFx 32.0 130.0 st2 LIVING KITCHEN-B c 3033 120 120 0.116 7.0 Ox 0 VIFx 34.0 145.0 st2 LIVING KITCHEN-C c 3033 120 120 0.113 7.0 Ox 0 VIFx 34.8 150.0 st2 LIVING KITCHEN-D c 3033 120 120 0.115 7.0 Ox 0 VIFx 26.0 155.0 st2 SupplyDetail Table Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2 Peak AVF 600 600 0.113 771 11.1 8 x 14 ShtMetl Return Branch Detail • Grille Htg Cig TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Mat[ Trunk rb8 Ox 0 600 600 90.0 0.113 675 11.1 8x 16 ShMt -r- wrights®ft- 2022-Sep-2216:37:47 r-~ ........ ......�,...t..., Right-Suite®U niversal 2022 22.0.04 RSU25299 Page 2 ACCA ...\1820 Wells Avenue11820 Wells Avenue ManJSD.rup Calc=MJ8 House Front faces:NE Duct System Summary Job: 1820 Wells Avenue ■ 1AIfr1h#s®ft° Date: September 22,2022 A HU3 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 1820 Wells Avenue,Southold, NY 11971 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.19 in H2O 0.19 in H2O Available static pressure 0.41 in H2O 0.41 in H2O Supply/return available pressure 0.290/0.120 in H2O 0.290/0.120 in H2O Lowest friction rate 0.159 in/100ft 0.159 in/100ft Actual air flow 600 cfm 600 cfm Total effective length(TEL) 258 ft SupplyBranch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk BEDROOM 1 h 4190 181 162 0.159 8.0 Ox 0 VIFx 22.0 160.0 st3 BEDROOM 2 h 2871 124 119 0.173 7.0 Ox 0 VIFx 22.3 145.0 st3 BEDROOM 3 h 3091 134 121 0.183 8.0 Ox 0 VIFx 33.8 125.0 st3 ENTRY c 1824 80 99 0.181 7.0 Ox 0 VIFx 24.8 135.0 st3 ENTRY-A c 1824 80 99 0.183 7.0 Ox 0 VIFx 33.8 125.0 st3 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3 Peak AVF 600 600 0.159 900 10.4 8 x 12 ShtMetl TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb4 Ox 0 600 600 75.5 0.159 561 14.0 Ox 0 VIFx vvrightsoft- 2022-Sep-22 16:37:47 ^_ Rig ht-Suite®Universal 2022 22.0.04 RSU25299 Page 3 ACGA ...11820 Wells AvenuM1820 Wells Avenue ManJSD.rup Calc=MJ8 House Front faces:NE ..*- wrightacft° Duct System Summa Job: 1820 Wells Avenue Date: September 22,2022 AHU4 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysoluUons.com Project • • For: 1820 Wells Avenue,Southold, NY 11971 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.19 in H2O 0.19 in H2O Available static pressure 0.41 in H2O 0.41 in H2O Supply/return available pressure 0.242/0.168 in H2O 0.242/0.168 in H2O Lowest friction rate 0.207 in/100ft 0.207 in/100ft Actual air flow 400 cfm 400 cfm Total effective length(TEL) 198 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk MASTER BATH h 450 29 19 0.218 4.0 Ox 0 VIFx 11.1 100.0 MASTER BED c 2377 185 190 0.207 8.0 Ox 0 VIFx 12.2 105.0 MASTER BED-A c 2377 185 190 0.209 8.0 Ox 0 VIFx 16.0 100.0 Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb6 Ox 0 400 400 81.1 0.207 509 12.0 Ox 0 VIFx t wrightsoft" 2022-Sep-2216:37:47 Right-Suite®Universal 2022 22.0.04 RSU25299 Page ...11820 Wells Avenue11820 Wells Avenue ManJSD.rup Calc=MJ8 House Front faces:NE o Load Short FVEJob: 1820 Wells Avenue wrlghtaoft orForm c E I I W/ t Date: September 22,2022 Entire House By: Gerson Rubio Home Energy Solutions NOV 0 7 2022 ,i.,J JI 1811,,- 187 E Main St,Huntington,NY 11743 Phone:631-673.0684 Email:gdlamay3@gmail.com Web:home-epe�gyEts .Zns.com - --• Project • • For: 1820 Wells Avenue,Southold, NY 11971 Design • • Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 0 Daily range - M Inside humidity(%) 40 50 Moisture difference(gr/Ib) 40 29 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 Cig AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) AHU1 910 8259 3480 400 400 AHU2 851 15163 14668 600 600 AHU3 871 13866 11094 600 600 AHU4 354 6119 4995 400 400 Entire House 2985 43407 33647 2000 2000 Other equip loads 7891 1110 Equip. @ 1.00 RSM 34757 Latent cooling 3511 TOTALS I 2985 I 51298 I 38268 I 2000 I 2000 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t -►` wrightsoft" 2022-Sep-2216:37:47 Right-Suite@ Universal 2022 22.0.04 RSU25299 Page 1 ACCA ...11820 Wells Avenue11820 Wells Avenue ManJSD.rup Calc=MJ8 House Front faces:NE Load Short Form Job: 1820 Wells Avenue �rrl�ht$oft° Date: September 22,2022 A H U 1 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:831-073-0884 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 1820 Wells Avenue,Southold, NY 11971 Design Information Htg Cig Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 0 Daily range - M Inside humidity(%) 40 50 Moisture difference(gr/lb) 40 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-4C36NAHZ2 Cond MXZ-4C36NAHZ2 AHRI ref 204834293 Coil PEAD-Al2AA7 AHRI ref 204834293 Efficiency 11 HSPF Efficiency 12.5 EER, 17.5 SEER Heating input Sensible cooling 8400 Btuh Heating output 12000 Btuh @ 47°F Latent cooling 3600 Btuh Temperature rise 27 OF Total cooling 12000 Btuh Actual air flow 400 cfm Actual air flow 400 cfm Air flow factor 0.048 cfm/Btuh Air flow factor 0.115 cfm/Btuh Static pressure 0.40 in H2O Static pressure 0.40 in H2O Space thermostat Load sensible heat ratio 0.74 Capacitybalance point=-38 OF Backup: ELECTRIC BACKUP In ut=4 kW Out ut= 11942 Btuh 100 AFUE ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) BATH/LAUNDRY 118 948 18 46 2 CL 72 0 0 0 0 PLAY ROOM 720 7311 3462 354 398 AHU1 910 8259 3480 400 400 Other equip loads 3273 2167 Equip.@ 1.00 RSM 5647 Latent cooling 1990 TOTALS 1 910 1 11532 t 7637 1 400 1 400 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -�- wrights®ft" 2022-Sep-2210:37:47 ` Right-Suite®Universal 2022 22.0.04 RSU25299 Page ZEN ...11820 Wells Avenue11820 Wells Avenue ManJSD.rup Calc=MJB House Front faces:NE Load Short Form Job: 1820 Wells Avenue VNCIghtS® Date: September 22,2022 AHU2 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-6730664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 1820 Wells Avenue, Southold, NY 11971 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 0 Daily range - M Inside humidity(%) 40 50 Moisture difference(gr/Ib) 40 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-4C36NAHZ2 Cond MXZ-4C36NAHZ2 AHRI ref 204834293 Coil SVZ-KP18NA AHRI ref 204834293 Efficiency 11 HSPF Efficiency 12.5 EER, 17.5 SEER Heating input Sensible cooling 12600 Btuh Heating output 18000 Btuh @ 47°F Latent cooling 5400 Btuh Temperature rise 27 OF Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.040 cfm/Btuh Air flow factor 0.041 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.94 Capacitybalance point=-19 OF Backup: ELECTRIC BACKUP Input=5 kW Output= 16331 Btuh 100 AFUE ROOM NAME Area Htg load Clg load Htg AVF Cig AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) LIVING KITCHEN 851 15163 14668 600 600 AHU2 851 15163 14668 600 600 Other equip loads 1124 158 Equip. @ 1.00 RSM 14826 Latent cooling 928 TOTALS 1 851 1 16288 1 15754 1 600 1 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - - wrightsoft- 2022-Sep-2216:37:47 Right-Su Be®Universal 2022 22.0.04 RSU25299 Page RCCA ...11820 Wells Avenue11820 Wells Avenue ManJSD.rup Calc=MJB House Front faces:NE ° Load Short Form Job: 1820 Wells Avenue • 1dVrl�htS®� Date: September 22,2022 AHU3 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project For: 1820 Wells Avenue,Southold, NY 11971 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 0 Daily range - M Inside humidity(%) 40 51 Moisture difference(gr/lb) 40 29 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-4C36NAHZ2 Cond MXZ-4C36NAHZ2 AHRI ref 204834293 Coil PEAD-Al8AA7 AHRI ref 204834293 Efficiency 11 HSPF Efficiency 12.5 EER, 17.5 SEER Heating input Sensible cooling 12600 Btuh Heating output 18000 Btuh @47°F Latent cooling 5400 Btuh Temperature rise 27 OF Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.043 cfm/Btuh Air flow factor 0.054 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.88 Ca pacity ba lance point=-19°F Backup: ELECTRIC BACKUP Input=5 kW Output= 17061 Btuh 100 AFUE ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) BATHROOM 1 70 0 0 0 0 BEDROOM 1 208 4190 3001 181 162 BEDROOM 2 185 2871 2208 124 119 BEDROOM 3 198 3091 2236 134 121 CORRIDOR 106 0 0 0 0 ENTRY 105 3715 3649 161 197 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t Wright-soft- 2022-Sep-2216:37:47 Rig ht-Suite®Universal 2022 22.0.04 RSU25299 Page 4 JQCGI� ...11820 Wells Avenue11820 Wells Avenue ManJSD.rup Calc=MJ8 House Front faces:NE AHU3 871 13866 11094 600 600 Other equip loads 2192 2015 Equip. @ 1.00 RSM 13108 Latent cooling 1784 TOTALS I 871 I 16057 I 14892 I 600 I 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t wrightsoft, 2022-Sep-2216:37A7 Right-Suite®Universal 2022 22.0.04 RSU25299 Page 6 AvG�► ...11620 Wells Avenue11620 Wells Avenue ManJSD.rup Calc=MJ6 House Front faces:NE Load Short Form Job: 1820 Wells Avenue r 91lI Clghtsoft' Date: September 22,2022 AHU4 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 1820 Wells Avenue,Southold, NY 11971 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 0 Daily range - M Inside humidity(%) 40 50 Moisture difference(gr/Ib) 40 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ4C36NAHZ2 Cond MXZ-4C36NAHZ2 AHRI ref 204834293 Coil PEAD-Al2AA7 AHRI ref . 204834293 Efficiency 11 HSPF Efficiency 12.5 EER, 17.5 SEER Heating input Sensible cooling 8400 Btuh Heating output 12000 Btuh @ 47°F Latent cooling 3600 Btuh Temperature rise 27 OF Total cooling 12000 Btuh Actual air flow 400 cfm Actual air flow 400 cfm Air flow factor 0.065 cfm/Btuh Air flow factor 0.080 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 In H2O Space thermostat Load sensible heat ratio 0.87 Capacitybalance point=40 OF Backup: ELECTRIC STRIP Input=2 kW Out ut=7507 Btuh 100 AFUE ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) MASTER BATH 70 450 241 29 19 MASTER BED 284 5669 4754 371 381 AHI-14 354 6119 4995 400 400 Other equip loads 1302 1890 Equip. @ 1.00 RSM 6885 Latent cooling 1055 TOTALS 1 354 1 7421 1 7939 400 400 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrights®ft" 2022-Sep-2216:37:47 ,.� -- Rig ht-Su ite®Universal 2022 22.0.04 RSU25299 Page 8 XCK ...11820 Wells Avenue11820 Wells Avenue ManJSD.rup Calc=MJ8 House Front faces:NE N BASEMENT m PLAY ROOM 7" 7" 99 cfm 99 cfm 7" 7" 7" 7 99 cfm MECH 7" 14 x 8 400 dm AHU2 00 12" x AHU1 6—99 cfm 12x8 4„ CL 46 cfm BATH/LAUNDRY GARAGE Mechanical Legend pp Sheet Metal Supply Trunk 0- — —— — —-fl Sheet Metal Return Trunk :. Flex Duct 0 n Supply Grille/Register -- T-- - ^ — Grille/Register.Above Wall Grille/Register Job #: 1820 Wells Avenue Home Energy Solutions Scale: 1 : 119 Performed by Gerson Rubio for: Page 1 187 E Main St Right-Suite®Universal 2022 1820 Wells Avenue Huntington,NY 11743 22.0.04 RSU25299 Southold,NY 11971 Phone:631-673-0664 2022-Sep-22 16:37:58 home-energysolutions.com gdlamay3@gmail.com ,..nue\1820 Wells Avenue ManJSD.ru N 1 1ST FLOOR 120 cfm I � i 120 cfm ® 120 cfm I - I LIVING KITCHEN 120 cfm i X120 cfm i 600cfm BEDROOM 3 TR CORRIDOR e„ 7" ENTR`r 99 cfm 134 cfm BATHROOM 1 600 cfm 7 r' BEDROOM 2 99 cfm 7" MASTER BATH 124 cfm 29 cfm X 12" N 4" AHU4 400 cf BEDROOM 1 14" AHU3 6„ MASTER BED 8' g 181 cfm 190 cfm 190 cfm Mechanical Legend_ n fl Sheet Metal Supply Trunk — ————— - Sheet Metal Return Trunk " Flex Duct [� [E Supply Grille/Register a Grille/Register Above - = Wall Grille/Register Job#: 1820 Wells Avenue Home Energy Solutions Scale: 1 : 119 Performed by Gerson Rubio for: Page 2 187 E Main St Right-Suite@ Universal 2022 1820 Wells Avenue Huntington,NY 11743 22.0.04 RSU25299 Southold,NY 11971 Phone:631-673-0664 2022-Sep-22 16:37:59 home-energysolutions.com gdlamay3@gmail.com ,,,nue\1820 Wells Avenue ManJSD.ru EQUIPMENT TREE MXZ-4C36NAHZ2 PEAD-Al2AA7 SVZ-KP18NA MXZ-4C36NAHZ2 PEAD-Al2AA7 PEAD-Al8AA7 Job#: 1820 Wells Avenue Home Energy Solutions Scale:3/16°= 1'0" Performed by Gerson Rubio for: Page 1 187 E Main St Right-Suite@ Universal 2022 1820 Wells Avenue Huntington,NY 11743 22.0.04 RSU25299 Southold,NY 11971 Phone:631-673-0664 2022-Sep-22 16:40:06 home-energysolutions.com gdlamay3@gmail.com ... nue\1820 Wells Avenue ManJSD.rup Manual S Compliance Report Job: 1820 Wells Avenue wr'ights®f t° Date: September 22,2022 A H U 1 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631.673.0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project Information For: 1820 Wells Avenue,Southold, NY 11971 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 5647 Btuh Entering coil DB: 80.1°F Outdoor design WB: 71.2°F Latent gain: 1990 Btuh Entering coil WB: 65.0°F Indoor design DB: 75.0°F Total gain: 7637 Btuh Indoor RH: 50% Estimated airflow: 400 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: MXZ-4C36NAHZ2+PEAD-Al2AA7 Actual airflow: 400 cfm Sensible capacity: 9100 Btuh 161%of load Latent capacity: 2400 Btuh 121%of load Total capacity: 11500 Btuh 151%of load SHR: 79% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 11532 Btuh Entering coil DB: 64.4°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: MXZ-4C36NAHZ2+PEAD-Al2AA7 Actual airflow: 400 cfm Output capacity: 14000 Btuh 121%of load Capacity balance: -38 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: ELECTRIC BACKUP Model: Actual airflow: 400 cfm Output capacity: 3.5 kW 1041/o of load Temp. rise: 27 OF Meets all requirements of ACCA Manual S. - - wrightsoft-, 2022-Sep-2216:37:47 �CAm. .,.....� Right-Suite®Universal 202222.0.04 RSU25299 Page ...11820 Wells Avenue11820 Wells Avenue ManJSD.rup Calc=MJ8 House Front faces:NE Manual S Compliance Report Job: 1820 Wells Avenue wrightsof ° Date: September 22,2022 A H U2 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673.0664 Email:gdiamay3@gmail.com Web:home-energysoluflons.com Project For: 1820 Wells Avenue,Southold, NY 11971 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 14826 Btuh Entering coil DB: 76.8°F Outdoor design WB: 71.2°F Latent gain: 928 Btuh Entering coil WB: 63.5°F Indoor design DB: 75.0°F Total gain: 15754 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturers Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: MXZ4C36NAHZ2+SVZ-KP18NA Actual airflow: 600 cfm Sensible capacity: 14700 Btuh 99%of load Latent capacity: 1000 Btuh 108%of load Total capacity: 15700 Btuh 100%of load SHR: 94% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 16288 Btuh Entering coil DB: 68.4°F Indoor design DB: 72.0°F Manufacturers Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: MXZ4C36NAHZ2+SVZ-KP18NA Actual airflow: 600 cfm Output capacity: 21500 Btuh 132%of load Capacity balance: -19 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: ELECTRIC BACKUP Model: Actual airflow: 600 cfm Output capacity: 4.8 kW 100%of load Temp.rise: 25 OF Meets all requirements of ACCA Manual S. Wrightsofti;- 2022-Sep-2216:37:47 �-C Rig ht-Su ite®Universal 2022 22.0.04 RSU25299 Page ACCK ...11820 Wells Avenue11820 Wells Avenue ManJSD.rup Calc=MJ8 House Front faces:NE Manual S Compliance Report Job: 1820 Wells Avenue ' 1NII`IghtSofta Date: September 22,2022 AHU3 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 1820 Wells Avenue,Southold, NY 11971 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 13108 Btuh Entering coil DB: 79.7°F Outdoor design WB: 71.2°F Latent gain: 1784 Btuh Entering coil WB: 64.9°F Indoor design DB: 75.0°F Total gain: 14892 Btuh Indoor RH: 51% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: MXZ4C36NAHZ2+PEAD-A18AA7 Actual airflow: 600 cfm Sensible capacity: 13900 Btuh 106%of load Latent capacity: 1800 Btuh 101%of load Total capacity: 15700 Btuh 105%of load SHR: 89% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 16057 Btuh Entering coil DB: 66.rF Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: MXZ-4C36NAHZ2+DEAD-A18AA7 Actual airflow: 600 cfm Output capacity: 18900 Btuh 118%of load Capacity balance: -19 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: ELECTRIC BACKUP Model: Actual airflow: 600 cfm Output capacity: 5.0 kW 106%of load Temp.rise: 26 OF Meets all requirements of ACCA Manual S. wrights®ft" 2022-Sep-22 16:37:47 Right-Suite®Universal 2022 22.0.04 RSU25299 Page 3 ACCA ,,,%1820 Wells Avenue\1820 Wells Avenue ManJSD.rup Calc=MJ8 House Front faces:NE • Manual S Compliance Report Job: 1820 Wells Avenue wrlC, htSoft° Date: September 22,2022 A H U4 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631.673-0664 Email:gdlamay3@gmail.com Web:home-energysoluNons.wm Project For: 1820 Wells Avenue,Southold, NY 11971 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 6885 Btuh Entering coil DB: 80.5°F Outdoor design WB: 71.2°F Latent gain: 1055 Btuh Entering coil WB: 64.8°F Indoor design DB: 75.0°F Total gain: 7939 Btuh Indoor RH: 50% Estimated airflow: 400 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: MXZ-4C36NAHZ2+PEAD-Al2AA7 Actual airflow: 400 cfm Sensible capacity: 9100 Btuh 132%of load Latent capacity: 2400 Btuh 2280/o of load Total capacity: 11500 Btuh 145%of load SHR: 79% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 7421 Btuh Entering coil DB: 67.8°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: MXZ-4C36NAHZ2+PEAD-Al2AA7 Actual airflow: 400 cfm Output capacity: 14000 Btuh 189%of load Capacity balance: -40 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: ELECTRIC STRIP Model: Actual airflow: 400 cfm Output capacity: 2.2 kW 101%of load Temp.rise: 17 OF Meets all requirements of ACCA Manual S. " wrightsoft" 2022-Sep-2216:37:47 Right-Suite®Universal 202222.0.04 RSU25299 Page XCK ...11820 Wells Avenue\1820 Wells Avenue ManJSD.rup Calc=MJ8 House Front faces:NE Duct System Summary Job: 1820 Wells Avenue V11f Ights®ft° Date: September 22,2022 A H U 1 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 1820 Wells Avenue, Southold, NY 11971 Heating Cooling External static pressure 0.40 in H2O 0.40 in H2O Pressure losses 0.19 in H2O 0.19 in H2O Available static pressure 0.21 in H2O 0.21 in H2O Supply/return available pressure 0.152/0.058 in H2O 0.15210.058 in H2O Lowest friction rate 0.075 in/100ft 0.075 in/100ft Actual air flow 400 cfm 400 cfm Total effective length(TEL) 279 ft SupplyBranch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk BATH/LAUNDRY h 948 46 2 0.095 4.0 Ox 0 VIFx 9.5 150.0 st1 PLAY ROOM c 865 89 99 0.079 6.0 Ox 0 VIFx 17.3 175.0 st1 PLAY ROOM-A c 865 89 99 0.077 7.0 Ox 0 VIFx 37.5 160.0 st1 PLAY ROOM-B c 865 89 99 0.077 7.0 Ox 0 VIFx 27.8 170.0 st1 PLAY ROOM-C c 865 89 99 0.075 7.0 Ox 0 VIFx 42.5 160.0 st1 SupplyDetail Table Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st1 Peak AVF 400 400 0.075 600 10.4 8 x 12 ShtMetl TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb9 Ox 0 400 400 76.8 0.075 509 12.0 Ox 0 VIFx w rightsoft" 2022-Sep-2216:37:47 Right-Suite®Universal 202222.0.04RSU25299 Pagel RCCA ...11820 Wells Avenuel1820 Wells Avenue ManJSD.rup Calc=MJ8 House Front faces:NE Duct System Summary Job: 1820 WelisAvenue N�/l'1g�DtS®ft' Date: September 22,2022 AHU2 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-873.0664 Email:gdlamay3@gmail.com Web:home-energysolutione.com Project • • For: 1820 Wells Avenue, Southold, NY 11971 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.19 in H2O 0.19 in H2O Available static pressure 0.31 in H2O 0.31 in H2O Supply/return available pressure 0.208/0.102 in H2O 0.208/0.102 in H2O Lowest friction rate 0.113 in/100ft 0.113 in/100ft Actual air flow 600 cfm 600 cfm Total effective length(TEL) 275 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 LIVING KITCHEN C 3033 120 120 0.115 7.0 Ox 0 VIFx 40.8 140.0 st2 LIVING KITCHEN-A c 3033 120 120 0.129 7.0 Ox 0 VIFx 32.0 130.0 st2 LIVING KITCHEN-B C 3033 120 120 0.116 7.0 Ox 0 VIFx 34.0 145.0 st2 LIVING KITCHEN-C c 3033 120 120 0.113 7.0 Ox 0 VIFx 34.8 150.0 st2 LIVING KITCHEN-D C 3033 120 120 0.115 7.0 Ox 0 VIFx 26.0 155.0 st2 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (Cfm) FR (fpm) (in) (in) Material Trunk st2 Peak AVF 600 600 0.113 771 11.1 8 x 14 ShtMetl TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb8 Ox 0 600 600 90.0 0.113 675 11.1 8x 16 ShMt -�- wrigishtso4't- 2022-Sep-2218:37:47 Right-Suite®Universal 2022 22.0.04 RSU25299 Paget ACCk ...11820 Wells Avenue11820 Wells Avenue ManJSD.rup Calc=MJ8 House Front faces:NE Duct System Summary Job: 1820 Wells Avenue 'U1/ri��1tIS®ftp Date: September 22,2022 A HU3 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolubons.com Project Information For: 1820 Wells Avenue, Southold, NY 11971 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.19 in H2O 0.19 in H2O Available static pressure 0.41 in H2O 0.41 in H2O Supply/return available pressure 0.290/0.120 in H2O 0.290 0.120 in H2O Lowest friction rate 0.159 In/100ft 0.159 in/1001t Actual air flow 600 cfm 600 cfm Total effective length(TEL) 258 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 BEDROOM 1 h 4190 181 162 0.159 8.0 Ox 0 VIFx 22.0 160.0 st3 BEDROOM 2 h 2871 124 119 0.173 7.0 Ox 0 VIFx 22.3 145.0 st3 BEDROOM 3 h 3091 134 121 0.183 8.0 Ox 0 VIFx 33.8 125.0 st3 ENTRY c 1824 80 99 0.181 7.0 Ox 0 VIFx 24.8 135.0 st3 ENTRY-A c 1824 80 99 0.183 7.0 Ox 0 VIFx 33.8 125.0 st3 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3 Peak AVF 600 600 0.159 900 10.4 8 x 12 ShtMetl TableReturn Branch Detail Grille Htg Cig 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 0 600 600 75.5 0.159 561 14.0 Ox 0 VIFx -P�- wrigtlttsoft" 2022-Sep-2216:37:47 Rig ht-Su ite®Universal202222.0.04 RSU25299 Page RCCA ...11820 Wells Avenue11820 Wells Avenue ManJSD.nip Calc=MJ8 House Front faces:NE Duct System Summary Job: 1820 Wells Avenue • RI1/1'IghtS®ft" Date: September 22,2022 A HU4 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 1820 Wells Avenue,Southold, NY 11971 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.19 in H2O 0.19 in H2O Available static pressure 0.41 in H2O 0.41 in H2O Supply/return available pressure 0.242/0.168 in H2O 0.242/0.168 in H2O Lowest friction rate 0.207 in/100ft 0.207 in/100ft Actual air flow 400 cfm 400 cfm Total effective length(TEL) 198 ft SupplyBranch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Mad Ln (ft) Ln(ft) Trunk MASTER BATH h 450 29 19 0.218 4.0 Ox 0 VIFx 11.1 100.0 MASTER BED c 2377 185 190 0.207 8.0 Ox 0 VIFx 12.2 105.0 MASTER BED-A c 2377 185 190 0.209 8.0 Ox 0 VIFx 16.0 100.0 Return Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb6 0x0 400 400 81.1 0.207 509 12.0 Ox 0 VIFx -* w right;soft- 2022-Sep-22 16:37:47 �- Right-Suite®Universal 2022 22.0.04 RSU25299 Page ACCk ...N1820 Wells Avenue11820 Wells Avenue ManJSD.rup Calc=MJ8 House Front faces:NE FIELD INSPECTION REPORT DATE COMMENTS ICA W FOUNDATION(1ST) y ------------------------------------ 1 QZ FOUNDATION(2ND) 4-6.H n T- 9 dQ � Q H ROUGH FRAMING& W PLUMBING (, T� O J cin aIJ rA 'N . w s � INSULATION PER N.Y. UY"3 STATE ENERGY CODE O c c� LIA w4t�— W. FINAL ADDITIONAL COMMENTS 1 (D ZS (S , 6p a 5 1a- c CLtaC 3!0ec-# d3 4 IG co ` \ C M -. 3 o u .- t� k N OQ H �O Nz s - �x � d b c �oSufFocK�oo TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.Rov Date Received APPLICATION FOR BUILDING PERMIT ® E C For Office Use Only JUN 0109A92 DI PERMIT NO. VJ,3�— Building Inspector: BUILDING DEPT. Applications and forms must be filled out in their entirety.Incomplete TOWN OF SOUTHOLD applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:5.26.2022 OWNER(S)OF PROPERTY: Name:Melissa Romo scTM#Z000-70-3-20 --.r-._...._.._ .._-- - - -- - --.. . . - - - . . .. .- . Project Address:1820 Wells Avenue Southold NY 11971 Phone#:201 401 6238 Email:melissatromo@gmail.com Mailing Address:1820 Wells Avenue Southold NY 11971 CONTACT PERSON: Name:Agustin Romo Mailing Address:1820 Wells Avenue Southold NY 11971 Phone#:201 401 9355 Email:agusromo@hotmail.com DESIGN PROFESSIONAL INFORMATION: Name:Pablo De Miguel Mailing Address:162 14th Street Brooklyn NY 11215 Phone#:6462650338 Email:pabloC@pablodemiguel.com CONTRACTOR INFORMATION: Name:NORTH FORKS WOODWORKS INC Mailing Address:PO BOX 1407, 810 TRAVELER STREET Phone#-:631-2-987-899, Email:lmott@nfwoodworks.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition NAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $800,000 Will the lot be re-graded? ❑Yes 0N Will excess fill be removed from premises? ❑Yes ONO 1 r PROPERTY INFORMATION Existing use of pro perty:Residenliai intended use of proper tY:Residential Zolie or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes®No Ir YEs, PROVIDE A COPY. N [Dean Box after Reading: Theowner/contractor/designprofesslonatlsre-sponslMetoralldrainapeandstarrawaierissuesatprovidedby chapter 236 of the Town Code,APPtICA114N IS HEREBY MADE to the Building Department for the issuance of a BuiltINS Peffnit pursuant to the Hullding Yonr, ordloance of the Town of Southold,Suffolk,County,New York and otherapplicable Laws,Ordlnanses or gegartatiorn,for the construction of buildings, additions,alterations or for removal or damolltion m herein dimcribed.The apg1leant agrees to comply with all appilcable laws,ordinances,build ing aide, "Using code and regulations and to admit authorized Inspectors an premises and in bulidiarg(t)for neceisary;nsPectiores.False statements made horain are punishablo as a Crass A misdemeanor pursuant to Settion 210.4S of the New York state Penal taut. Application Submitted By(print name):MelissS and Agustin Romo FlAuthorized Agent ®Owner Signature of Applicant. r l Bate:5.27,2022 li CONNIE D.BUNCH Notary Public,State of New York STAFF, OF NE1.�!'YORK) '� ,� � No.01 BU6185050 55: 0 Qualified in Suffolk County COUNTY OF $ Commission Expires April 14, 2D--a3 being duly sworn,deposes and says that(s)he is the applicant (Fame of individual signing contract)above named, JS)he is the (Contractor,Agent,Corporate Officer,etc,) of said owner or owners,and is duly authorized to perfom)or have performed the said work and to make and file this application,that all statements contained in this application are trate to the Fest 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 1 6-t day of vYq0�� Notary Public PROPERTY OWNER AUTHORliZATION (Where the applicant is not the oe,rner) 1, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owners Name 2 AD \V/ it 4, g�f fii DEC 15 2CROILD G EPARTMENT-Electrical Inspector �9euiLoo+,4GOEPI TOWN OF SOUTHOLD 7OwN01 Annex- 54375 Main Road - PO Box 1179 SoutholdfNew York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rooerr(&-southoldtownny.gov— sea ndAsoutholdtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: A C�c / Electrician's Name: KC ITH- License No.: M 6r- 3 VO j Elec, email: Ck /r7vM eu.Sf h00, 0A1 Elec. Phone No: 631_ &g- 9 blw request An email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: 9 0#.*1 p Address: N,)-Q --tot-CLS S©L Tt-(0VD Cross Street: Phone No.: a- Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE F GE (Please Print Clearly): �(b®o SQ Fj+ Ou w- + 90S - 4_ �� 3�® S�it &�� Square Footage: Circle All That Apply: Is job ready for inspection?: YESNO ough In 3-1 I ❑ Final Do you need a Temp Certificate?: YES❑ NO Issued On SA I zl 1(p 1�d Temp Information: (AII information required) q Service SizePh❑3 Ph Size:A # Meters Old Meter# KNew Service❑Fire aonnect❑Flood Reconnect Service Reconnect nderground❑Overhead #Underground Laterals PQ 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 297 �� tt- L49 13c.0 S�1rFdj DEC 15 ZNOILD G EPARTMENT- lectricalInspector 1 �UBL6�wG DEPT TOWN OF SOS OLD 0 I Annex- 54375.Main Road- PO Box 1179 SoutholdfNew York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(&-southoldtownny.gov— seandOlsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: A Ce-(, 1 JAJC Electrician's Name: Kc . License No.: (� Elec:email• Elec. Phone No: &31 &9-9 requestAn-email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (Ail Information Re uired) Name: vo Address. to SQL✓3t -W� Cross Street: Phone No.: Bldg.Permit#: 0 C email: A91,4111A "4 Y .eo Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE F GE (Please Print Clearly): a© �Q F V S� OUS -3oo w Square Footage: Od Circle All That Apply: Is job ready for inspection?: YES O ough I �?J� ElFinal Do you need a Temp Certificate?: YES❑ NO Issued On SA )Z I Itwiai Lid Temp Information: (AII information required) q Service Size61 Ph❑3 Ph Size: A # Meters Old Meter# I � ,911 KNew Service Fire a onnectE]Flood Reconnect Service Reconnect*nderground Overhead #Underground Laterals Pq 1 2 H Frame Pole Work done on Service? Y rUfN Additional Information: PAYMENT DUE WITH APPLICATION �� L48 13� ti PERMIT# Address: Switches Outlets � GFI's Surface C 1 Sconces H H's 1 � U I_ts1�/I •� � -V � � 2 Fans I Fridge HW Exhaust 1 Oven WAD �G 7 Smokes DW I Mini Carbon Micro Generator Z Combo 1 S Cooktop Transfer n11. AH Hood Service 1 Amps Have Used Special: IS I s C G M [i JV Comments J i BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802 Temporary Certificate # 1 3� I Date QC 2022 Customer Name 4 6. 0 Electrician Name ::P104inuvn&4 6'k � Address )Slo uve SAyt c'Sou4ol Phone lQ3 1 -7(VS- 4 a�/� e-mai �a-rl n u Wl eQS'�` �Aao •C a1N� e-mail �Q 1�tx 2 `� �`� AJi1eo. Co m Phone l>z-3 I _� l�S 4 License# M'2- 72-54 Oct J Size-3- CO A Phase I Overhead Underground X — #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or"Pole HP Fire Reconnect Was work done on Service? Y Flood Reconnect Old Meter# g g $38 I I 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' m the date abov e Authorized by sr � BUILDING DEPARTMENT-Electrical Inspector t o 1 & TOWN OF SOUTHOLD v; Q_. 7 Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 ���j• �0� Telephone (631) 765-1802 �`� �``�✓ Temporary Certificate # Date T)0- 1-4� 2022 Customer Name �6w4 0 Electrician Name �q+�%,Lt C�s-�Cc (c4 fi Address N� Syt s�oa4r_-IC Phone (�3. ) I 4 aLf e-mai �4.-� ,�uw�ect5'� Lw �iInoo •cLw� a-mail �4i (hL 2 d4 �tt!/Ido. CoM PhL. one [�3 ,S, �l 4 I License# LIE 34 091 Size_s f�A Phase , Overhead Underground Y _ #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y Flood Reconnect Old Meter# ISL-483b I I 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' �mthe date abov Authorized by Town Hall AnnexY�� Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 C= P.O.Box 1179 C= Southold, NY 11971-0959 X01 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION, Date: 5.25.2022 Owner: Melissa and Agustin Romo Location of Property: 1820 Wells Avenue Southold NY Please take notice that the (check applicable line): New commercial or residential structure X Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to-be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) X Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) X Zsub roof ming (FR) Signature: Name (perthis form): Capacity(check applicable line): X Owner Owner representative TrussReg15.docx Effective 1/112015 Breakdown Romo Residence Please note that Allowances are included in total cost and are given as an estimate. Allowances may chan a as job progresses Description Material 11 Subcontractor Material/Subs Labor Allowances Total 12% General $1,500.001 $1,800.00 396.003 696.00 Demolition 0.00 $0.00 Septic System Existing to remain. $0.00 $0.00 Foundation Existing to remain. $0.00 $0.00 Utilities Existing to remain. $0.00 $o.ob $0.00 Rough Carpentry 22 581.0 $2,709.72 $15,000.00 $0.00 $40,290.72 Exterior Finish Carpentry 14,000.00 $1,680.00 $18,500.00 $34,180.00 Windows & Doors $58,580.001 $7,029.60 $4,850.00 $0.00 $70,459.60 Garage Doors Existinq to remain. $0.00 $0.00 $0.00 Roofing Existing to remain. $0.00 $0.00. $0.00 Siding $16,050.00, $1,926.00 $0.00 $17,976.00 Gutters $990.00 118.80 $0.00 $1,108.80 Plumbing $28 510.00 3 421.20 $0.00 $31,931.20 Heating & Cooling $36,000.00 $4,320.00 $0.00 $40,320.00 Electric $42,800.00 $5,136.00 47 936.00 Insulation $18,750.00. $2,250.00 $0.00 $21,000.00 Drywall 21 000.00 2,520.00 $0.00 $23,520.00 Interior Paint $13,000.00 $1,560.00 $0.00 $14,560.00 Floorina $27,500.00 $3,300.00 $0.00 $30,800.00 Tile $10,000.00 $9,800.00 $2,376.00 $0.00 $22,176.00 Interior Trim $25,000.00 $3,000.00 $28,000.00 $56,000.00 Kitchen $15,000.00 $1,800.00 $16,800.00 Appliances 10 000.00 1 200.00 $11,200.00 Finish Hardware $4,000.00480.00 $2,000.00 $0.00 $6,480.00 Alarm $0.00 $0.00 $0.00 TOTALS $135,661.00 241,200.00 $45,223.32 68,350.00 0.00 $490,434.32 34-Breakdown APPRAISAL OF REAL PROPERTY 1 I i I • 7 y s'.'� ;4�..►+. ;�. " ` + V LOCATED AT 1820 Wells Ave Southold, NY 11971 1000-70-3-20(Romo) FOR Scott Edgett 810 Traveler Street Southold, NY 11971 OPINION OF VALUE $1,060,000. Depreciable Dwelling Value AS OF 10/17/2022 BY Andrew D. Stype Andrew Stype Realty, Inc. PO Box 63 Mattituck, NY 11952 NYSREGA#46000022831 Form GA1V LT-'TOTAL"appraisal software by a la mode,inc.-1-800-ALAMODE Requested By: Scott Edgett Property Location: 1820 Wells Avenue Southold, NY 11971 Indicated Depreciable Cost Value: $ 1,060,000. As Of: October 17, 2022 Andrew D. Stype New York State Certified General Appraiser # 46000022831 North Fork Real Estate Experts for three generations 10/27/2022 Scott Edgett 810 Traveler Street Southold, NY 11971 Re: 1820 Wells Avenue, Southold, NY 11971 Southold, NY 11971—(Romo) Dear Scott: In accordance with your request I am submitting a depreciable cost value of the subject dwelling referenced above. The date of inspection was 10/17/2022 with Scott Edgett. The user/client is Scott Edgett. The purpose is to establish a depreciable cost value of the subject dwelling as of 10/17/2022. The subject property was sold on 10/6/2020. The subject home at the time of inspection was completely gutted due to the extensive renovations. Pictures of the subject home at the time of sale were taken from the listing broker and were confirmed by a conversation with the listing broker regarding the condition and rooms. Pictures were also taken as of 10/17/2022 during the renovation process. Upon consideration for current market trends, sales and cost data the subject would indicate a current fair market value of: $ 1,060,000. Subject Depreciable Cost Value 10/17/2022 This appraisal report is made in accordance with the guidelines set forth from the Uniform Standards of Professional Appraisal Practice. Thank you. Onrewmy rsADS:tk D. Stype NYSREGA#46000022831 12985 MAIN ROAD,P.O.BOX 63,MATTITUCK,NEW YORK 11952-0063 PHONE:(631)298-8760 FAX(631)298-5779 www.stypexom stypere@optonline.net Table of Contents Transmittal Page Face Part 1. General Information A. Certification of the Appraiser 1. B. Summary of Salient Facts and Conclusions 3. C. Purpose of the Appraisal 4. D. Definition of Market Value& Interest Appraised 4. E. Function of the Appraisal 4. F. Use and Scope of the Appraisal 5. G. Ownership 6. H. Occupancy 6. I. Sales History 6. Part 2. Valuation of the Entire Property A. Description of the Subject Dwelling 7. B. Zoning 8, C. Taxes and Assessed Valuation 8. D. Highest and Best Use 9, E. Three Approaches to Value 10. F. Valuation Process 11. G. Cost Approach 12. H. Final Reconciliation 14. Part 3. Statement of Basic Assumption&Limitations A&B Limiting Conditions 15. Environmental Disclaimer 16. Hagstrom Map 17. Tax Map 18, Zoning Map and Zoning Code 19. Aerial Map 26. Building Sketch 27. Building Dimensions from Survey 28. Southold Town Property Record Card 29. Certificates of Occupancy 31, Tax Bill 35. Deed 36. Pictures of Home at Time of Sale- 10/6/2020 42. Subject Pictures 44. Certification&Qualifications of Appraiser 50. Part 1: GENERAL INFORMATION A. Certification of the Appraiser CERTIFICATION OF THE APPRAISER I hereby certify that APPRAISER was employed to appraise the market value of property known as: Project: Edgett/Romo SCTM#: 1000-70-3-20 Parcel: 1820 Wells Avenue, Southold,NY 11971 Neither appraiser's company nor I have a present or contemplated future interest in the real estate that is the subject of this appraisal report. To the best of my knowledge and belief,the statements of fact contained in the appraisal report upon which the analyses, opinions and conclusions expressed therein are based, are true and correct. The reported analyses, opinions and conclusions are limited only to the reported assumptions and limiting conditions, by the definition of market value, and by the specified real property interest appraised, and represent my personal,unbiased professional analysis,opinions and conclusions. My compensation is not contingent on an action or event resulting from the analyses, opinions or conclusions in, or the use of, this report. I was not retained for the purpose of aiming at a preconceived conclusion of value. This appraisal report has been made in conformity with and is subject to the requirement of the Code of Professional Ethics and Standards of Professional Practice. 1 I have personally inspected the property herein appraised,and I afforded the property owner the opportunity to accompany me to inspect. I have also made a personal field inspection of the comparable sales relied upon in making said appraisal. I have verified each transaction with a party to, or a third person directly involved in,the transaction. The subject and the comparable sales were as represented by the photographs contained in said appraisal. To the best of my knowledge,no portion of the value assigned to the property that is the subject of this report consists of items which are non-compensable under the established law of the State of New York. I have not revealed the findings and results of this appraisal to anyone other than my client. I will not do so until authorized by my client,or until I am required by due process of law, or until I am released from this obligation by having publicly testified as to such findings. Based on the factors developed in the body of this report and the exercises of my professional judgment, it is my opinion that the market value of the fee simple estate of the subject property is as follows: $ 1,060,000. Subject Depreciable Cost Value (J " "V, Signature ndrew D. Stype_ Dated: October 27,2022 2 i Part 1. B. Summary of Salient Facts: Property Rights Appraised----------------------Fee Simple Type of Property---------------------------------Single Family Dwelling Location-------------------------------------------1820 Wells Avemie Southold,NY 11971 SCTM---------------------------------------------1000-70-3-20 Reputed Owner-----------------------------------Agustin Romo and Melissa Romo Zoning---------------------------------------------Residential 40 Highest&Best Use ------------------------------Current Use Date of Appraisal---------------------------------October 17, 2022 Site--------------------------------------------------64 Acre Buildings------------------------------------------1,932 sq. ft. Depreciable Cost Value-------------------------$ 1,060,000. 3 Part 1. C. Purpose of the Appraisal This appraisal is made for the purpose of developing a depreciable cost value of the subject dwelling as of October 17, 2022 and is based on a physical inspection, including zoning,utility, location,topography,present and potential use, and market data. The rights will be in fee simple value. D. Definition of Market Value and Interest Appraised Market value means the most probable price which a property should bring in a competitive and open market under all conditions requisite to a fair sale,the buyer and seller each acting prudently and knowledgeably, assuming the price is not affected by undue stimulus. Implicit in this definition are the consummation of a sale as of a specified date and the passing of title from seller to buyer under conditions whereby: Buyer and seller are typically motivated; Both parties are well informed or well advised, and acting in what they consider their own best interests; A reasonable time is allowed for exposure in the open market; Payment is made in terms of case in U.S. dollars or in terms of financial arrangements comparable thereto; The price represents normal consideration for the property sold unaffected by special or creative financing or sales concessions granted by anyone associated with the sale. The interest to be appraised is in fee simple value. E. Function of the Appraisal To establish a depreciable cost value for the subject dwelling herein described as of October 17,2022. 4 Part 1. F. Use and Scope of the Appraisal This appraisal will be used by the client for internal and personal business use. The scope of my appraisal includes: • extensive research of the market; • analysis of all data to arrive at an appropriate value estimate; • collection and confirmation of the indicated date; • reporting of my conclusions in a logical method. The appraisal problem/scope is to indicate a depreciable cost estimate of the subject building for Town of Southold guidelines. The subject is planning a renovation and must meet specific building code regulations of the Town of Southold and other appropriate municipal agencies for a demolition. The Cost Approach will be the only approach to indicate the depreciable value of the subject dwelling only. A replacement cost will be applied to the subject building less any depreciation. The subject dwelling was completely gutted when the inspection was made—the description of the interior was received from the builder, Scott Edgett,and the listing broker at the time of sale—Carol Szynaka of Daniel Gale Agency;the house was sold 10/6/2020. 5 Part 1. G. Ownership According to records available through the Town of Southold,the ownership is recorded as follows: Agustin Romo Calvo and Melissa Romo H. Occupancy i The subject is occupied as a single family dwelling. I. Sales History of the Subject Same ownership since 10/16/2020, Lee to Calvo;liber 13077,page 125; consideration$ 799,000. 6 Part 2. VALUATION of the ENTIRE PROPERTY A. Description of the Subject Dwelling The subject is a ranch style home. The square footage of the 1"floor living area is 1,932 sq. ft. The home was in excellent condition. The exterior siding is wood cedar shingle,asphalt shingle roof, thermopane windows,aluminum gutters with down spouts. The interior has wood floors, sheetrock walls and ceilings. The basement is full and has a finished area; the walls are concrete block with a concrete floor. The heating system is oil hot water with central air conditioning. The first floor has a living room with fireplace, dining room, kitchen with new appliances,4 bed rooms,2 full bathrooms. The basement is finished with a large family room with fireplace, laundry room, utility room, and a 2 car garage built-in. The basement finished area is 1,184 sq. ft. and the under garage is 675 sq. ft. 7 Part 2. B. Zoning The subject is zoned R-40—Residential use for single family homes. The subject would be considered legal, non-conforming,pre-existing use. C. Taxes and Assessed Valuation According to the Southold Town Tax Assessor and the Office of the County Treasurer,the total true (without exemptions)2019/2020 assessed values are: Land value-------------------------$ 800. Improved value--------------------$ 3,900. Total value-------------------------$4,700. One year true tax------------------$ 6,751.65 8 Part 2. D. Highest and Best Use of the Subject t Property Highest and Best Use is defined as: The reasonable and probable use that supports the highest present value of vacant land or improved property, as defined as of the date of the appraisal. The reasonably probable and legal use of land or sites as though vacant, found to be physically possible, appropriately supported, and financially feasible and that results in the highest present land use. There are four stages of analysis: 1) Physically Possible Uses 2) Permissible Use(legal) 3) Financially Feasible Use 4) Maximally Productive Use The highest and best use of the subject is the current use as a single family dwelling. 9 Part 2. E. Three Approaches to Value Due to the type of appraisal and instructions,only the Cost Approach will be used. Indicated Value by the Income Approach The Income Approach is that approach which converts anticipated benefits to be derived from the ownership of property into a value estimate widely used in appraising income producing properties. The Income Approach will not be used. Indicated Value by the Market Data Sales Comparison Approach The Analysis includes a dollar adjustment reflecting market reaction to Those items of significant variation between the subject and comparable properties. The Sales Comparison Approach will not be used. Indicated Value by the Cost Approach The Cost Approach is that approach in the appraisal analysis which is based on the supposition that the informed purchaser would pay no more than the cost of producing a substitute property with the same utility as the subject property. The Cost Approach will be used. 10 Part 2. F. Valuation Process The valuation process is an orderly logical and concise method of reaching an estimate of value. The major steps are: ■ Definition of the valuation problem ■ Preliminary study ■ Data collection and analysis ■ Application of the three approaches ■ Reconciliation of value indications. ■ Final estimate of value Following this procedure assists the appraiser in reaching a sound value conclusion. During the process the appraiser is guided by his knowledge of real estate economics and conditions existing in the subject market. All available information concerning the subject property is considered in relationship to economic principles and of the three approaches that will provide the most accurate indicator of defined value. These value indications are reconciled by the appraiser and the final valuation indication is estimated. In the case of the subject property, due to the type of appraisal and instructions, the appraiser has relied on the Cost Approach.This approach will provide the most accurate indicator for derivation of a depreciable cost value. The Income Approach and he Sales Comparison Approach were not used due to the appraisal type and instructions. 11 Part 2. G. Cost Approach The Cost Approach used replacement cost figures from Marshall/Swift Building Cost Manual. The square foot areas were taken from a survey dated 10/2/2020. The subject dwelling is in excellent condition. The class type for the dwelling is good- Class D—wood bearing walls with good shingles, dry walls,wood floors, oil hot water heat and central air conditioning. The local multiplier for this area is 1.6,the extreme weather factor of 1.05 applies to the frequent storms, hurricanes, etc. Building supply shortages — 1.05. The subject home has an effective age of 5 years/65 years economic life= 8 % depreciation. The subject I"floor dwelling has 1,932 sq.ft. The finished basement has 1,184 sq. ft. The garage has 675 sq. ft. Depreciable Cost 1"Floor base cost per square foot= $ 275 00 x local multiplier x 1.60 base cost per sq.' $ 4 x extreme weather x 1.05 total base cost per sq.' $462.00 x building supply shortages x 1.05 total replacement cost $485.10 Total replacement cost$ 485.10. x 1,932 sq.' _ $ 937,213. Finished Basement base cost per square foot $ 81.00 x local multiplier x 1.60 base cost per sq.' $ 129.60 x extreme weather x 1.05 total base cost per sq.' $ 136.08 x building supply shortages x 1.05 total replacement cost $ 142.88 Total replacement cost$ 142.88 x 1,184 sq.' _ $ 169,175. 12 Part 2 G. Cost Approach—continued Garage Under base cost per square foot $ 38.00 x local multiplier x 1.60 base cost per sq.' $ 60.80 x extreme weather x 1.05 total base cost per sq.' $ 63.84 x building supply shortages x 1.05 total replacement cost $ 67.03 Total replacement cost$ 67.03 x 675. sq.' _ $ 45,247. Total Replacement Cost Value-------------------------------------- $ 1,151,635. less: .92 depreciation------------------------------------------------- x .92 Total Depreciable Cost ---------------------------------------------- $ 1,059,504. $ 1,059,504. round off to: $ 1,060,000. Total Depreciable Value 13 Part 2. H. Final Reconciliation The Cost Approach is the only approach to value used due to the instructions to indicate a depreciable value of the subject house only. The Income and Sales Comparison approac ons. Upon consideration for the replacement cost figures less depreciation,the cost value for the subject is: $ 1,060,000. Subject Depreciable Cost Value Res ectfully submitted, ' A drew D. Stype NYSREGA#46000022831 14 Part 3. Statement of Basic Assumptions and Limitations Basic Assumptions and Limiting Conditions: The appraiser will not be required to give testimony or appear in court because of having made this appraisal, unless arrangements have been previously made therefore. Possession of this report, or a copy thereof, does not carry with it the right of publication. It may not be used for any purpose by any person other than the party to whom it is addressed, without the written consent of the appraiser; and in any event, only with proper written qualification,and only in its entirety The distribution of the total valuation in this report between land and improvements applies only under the reported highest and best use of the property. The allocations of value for land and improvements applies only under the reported highest and best use of the property. The allocations of value for land and improvements must not be used in conjunction with any other appraisal, and are invalid if so used. Neither all nor any part of the contents of this report, or copy thereof, shall be conveyed tot he public through advertising,public relations,news, sales or any other media, without the written consent and approval of the appraiser. Nor shall the appraiser, firm,or professional organization of which the appraiser is a member be identified without written consent of the appraiser. The legal description used in this report is assumed to be correct. No survey of the property has been made by the appraiser, and no responsibility is assumed in connection with such matters. Sketches in this report are included only to assist the reader in visualizing the property. No responsibility is assumed for matters of a legal nature affecting title to the property,nor is an opinion of title rendered. The title is assumed to be good and marketable. Information furnished by others is assumed to be true, correct and reliable. A reasonable effort has been made to verify such information;however, no responsibility for its accuracy is assumed by the appraiser. 15 Part 3. Basic Assumptions&Limiting Conditions-continued All mortgages, liens, encumbrances, leases and servitude's have been disregarded, unless so specified within the report. The property is appraised as though under responsible ownership and competent management. It is assumed that there are no hidden or un-apparent conditions of the property, subsoil, or structures, which would render it more or less valuable. No responsibility is assumed for such conditions or for engineering which may be required to discover such factors. It is assumed that there is full compliance with all applicable regulations and laws, unless non-compliance is stated,defined and considered in this appraisal report. It is assumed that all applicable zoning and use regulations and restrictions have been complied with,unless a non-conformity had been stated, defined and considered in the appraisal report. It is assumed that all required licenses, consents, or other legislative or administrative authority from any local, state or national government or private entity or organization have been, or can be obtained or renewed for any use on which the value estimate contained in this report is based. It is assumed that the utilization of the land and improvements is within the boundaries or property lines of the property described and that there is no encroachment or trespass unless noted within the report. Environmental Disclaimer The value estimated in this report is based on the assumption that the property is not negatively affected by the existence of hazardous substances or detrimental environmental conditions. The appraiser is not an expert in the identification of hazardous substances or detrimental environmental conditions. The appraiser's routine inspection of and inquiries about the subject property did not develop any information that indicated any apparent significant hazardous substances or detrimental environmental conditions which would affect the property negatively. It is possible that tests and inspections made by a qualified hazardous substance and environmental expert would reveal the existence of hazardous materials and environmental conditions on or around the property that would negatively affect its value. 16 - by�O`�9� Gt ab9ae <ih � -0 0 -4, t3 2100 !d VoAhRd litty o < yennecoh�t s a �. 7 Yeneecoil R4 R s i9A a CR-48 P1 loo ' sya� Qa�e e y c 11971 r �e4 o So In i listurical t Grea! s9 �N Soci a dMsmoor B Pond Q d S 9 RT-25 16 r Peconic Dunes County Pa417 rk ff he �i� pyyry c � tte� �i~eek _ gUfP Terty[y Southold Junior m $ Senior Hi Schoo O �d QV L 2O0' Southold �flj �eF� �b ,'. t",' a Elementary L s :;•Et;< Isian Na Cte;k Dr 2o0 ,OJ Oc, and Qa ° ea rsn sk Joa n ;; CRA8 mu"TH*OLP �0 nut m ... RT-25 Clear- . - Clearvta S uthold Indion m - view = s a Ave ••• '�<_ M seuni (q Qa N Goose m9 ��at` aot,3oa Creek Sheep ..�' :•. "�; AQPE dz< i ^VV >. t�-i r.� 1 4 5 �iy.+°e 1. J� , .-.}. :d.•Vr ��ra�, •'•�.... 4 :::�-.. ' •t.. 'Y'. h�. '4 •.,£vf=!'"•': *;4 n+2�':�i:..?:S'r-:i., a„i'`,A'. i' -�.' .a{lt•."`fi.�Y Y.�S",` t rFu..'YS'�'c vf�'}4,u -- \ " i.. '.iC.`:: <.'�a,v � - '?'y`.•: >,i:».rd�m:5.,.x.:!(.n�:.'s75i�i`9.J..,t;'.';ia•4✓;,...7 -,.z�w,. =t�• r 8'- .c1 J. CF+ rris ri' "J ...s� ane ]� S-• A .2 2. I'' r d ,s F f' Y� A' Town of Southold, NY Wednesday, September 7, 2022 Chapter 280. Zoning Article IV. Low-Density Residential R-40 District [Added 1-10-1989 by L.L. No. 1-1989] § 280-16. Purpose. The purpose of the Low-Density Residential R-40 District is to provide areas for residential development where existing neighborhood characteristics, water supply and environmental conditions permit full development densities of approximately one dwelling per acre and where open space and agricultural preservation are not predominate objectives. § 280-17. Use regulations. In an R-40 District, no building or premises shall be used and no building or part of a building shall be erected or altered which is arranged, intended or designed to be used, in whole or in part,for any uses except the following: A. Permitted uses: (1) Same as§ 280-13A of the Agricultural-Conservation District, except that wineries are excluded. [Amended 11-29-1994 by L.L. No. 26-1994] B. Uses permitted by special exception of the Board of Appeals. The following uses are permitted as a special exception by the Board of Appeals, as hereinafter provided, and subject to site plan•approval by the Planning Board: (1) Same as § 280-13B of the Agricultural-Conservation District, except that a children's recreation camp, farm labor camp and veterinarian's office and animal hospital are not permitted and bed-and-breakfast uses do not require site plan approval. (2) Libraries, museums or art galleries.0] [1] Editor's Note:Former Subsection B(3), Conversion of existing space to affordable residential housing; added 12-5-2097 by L.L. No. 20-2017, was repealed 6-7-2022 by L.L. No. 5-2022. C. Accessory uses, limited to the following: (1) Same as§ 280-13C of the Agricultural-Conservation District. (2) Direct marketing of aquaculture or mariculture products, subject to the following requirements: [Added 9-24-2019 by L.L. No. 15-2019!�1] (a) Only bona fide acquaculture/mariculture farm operations may engage in the direct marketing of aquaculture or mariculture products pursuant to this section; (b) A bona fide acquaculture/mariculture farm operation may engage in the direct marketing of their produce at one of the following locations, but not both: [1] A parcel containing a single-family dwelling that"is the primary residence of the owner of a bona fide aquaculture/mariculture farm operation; or 20 - - J [2] a parcel used as part of a bona fide farm operation located on State Route 25 ("Main Road") or County Road 48 (the "North Road"); (c) Only products grown by the bona fide aquaculture/mariculture farm operation may be sold; (d) Notwithstanding anything set forth elsewhere in this article, a temporary display area located in the front yard of the parcel may be used in connection with direct marketing taking place at the primary residence of the owner of a bona fide aquaculture/mariculture farm operation, subject to the following requirements: [1] The display area shall not exceed 100 square feet and may not be enclosed; [2] A refrigeration unit, not exceeding five cubic feet in size, may be used in the display area; [3] No generators may be used to supply electric power to the display area. [2] Editor's Note: This ordinance also redesignated former Subsection C(2) as Subsection C(3). (3) Same as § 280-13D of the A-C, R-80, R-120, R-200 and R-400 Districts. [Added 12-5-2017 by L.L. No. 20-2017] § 280-18. Bulk, area and parking regulations. No building or premises shall be used and no building or part thereof shall be erected or altered in the Low- Density Residential R-40 District unless the same conforms to the requirements of the Bulk Schedule and of the Parking Schedule,l']with the same force and effect as if such regulations were set forth herein in full. [1] Editor's Note: The Bulk Schedule is included at the end of this chapter, and the Parking Schedule is in§280-78A. § 280-19. Accessory buildings. Accessory buildings shall be subject to the same requirements as § 280-15 of the Agricultural-Conservation District. 21 Town of Southold, NY Wednesday, September 7, 2022 Chapter 280. Zoning Article IV. Low-Density Residential R-40 District [Added 1-10-1989 by L.L. No. 1-1989] § 280-16. Purpose. The purpose of the Low-Density Residential R-40 District is to provide areas for residential development where existing neighborhood characteristics, water supply and environmental conditions permit full development densities of approximately one dwelling per acre and where open space and agricultural preservation are not predominate objectives. § 280-17. Use regulations. In an R-40 District, no building or premises shall be used and no building or part of a building shall be erected or altered which is arranged, intended or designed to be used, in whole or in part, for any uses except the following: A. Permitted uses: (1) Same as§280-13A of the Agricultural-Conservation District, except that wineries are excluded. [Amended 11-29-1994 by L.L. No. 26-1994] B. Uses permitted by special exception of the Board of Appeals. The following uses are permitted as a special exception by the Board of Appeals, as hereinafter provided, and subject to site plan approval by the Planning Board: (1) Same as § 280-13B of the Agricultural-Conservation District, except that a children's recreation camp, farm labor camp and veterinarian's office and animal hospital are not permitted and bed-and-breakfast uses do not require site plan approval. (2) Libraries, museums or art galleries.['] [1] Editor's Note:Former Subsection B(3), Conversion of existing space to affordable residential housing, added 12-5-2097 by L.L. No. 20-2017, was repealed 6-7-2022 by L.L. No. 5-2022. C. Accessory uses, limited to the following: (1) Same as§ 280-13C of the Agricultural-Conservation District. (2) Direct marketing of aquaculture or mariculture products, subject to the following requirements: [Added 9-24-2019 by L.L. No. 15-2019121] (a) Only bona fide acquaculture/mariculture farm operations may engage in the direct marketing of aquaculture or mariculture products pursuant to this section; (b) A bona fide acquaculture/mariculture farm operation may engage in the direct marketing of their produce at one of the following locations, but not both: [1] A parcel containing a single-family dwelling that is the primary residence of the owner of'a bona fide aquaculture/mariculture farm operation; or 22 [2] a parcel used as part of a bona fide farm operation located on State Route 25 ("Main Road") or County Road 48(the"North Road"); (c) Only products grown by the bona fide aquaculture/mariculture farm operation may be sold; (d) Notwithstanding anything set forth elsewhere in this article, a temporary display area located in the front yard of the parcel may be used in connection with direct marketing taking place at the primary residence of the owner of a bona fide aquaculturelmariculture farm operation, subject to the following requirements: [1] The display area shall not exceed 100 square feet and may not be enclosed; [2] A refrigeration unit, not exceeding five cubic feet in size, may be used in the display area; [3] No generators may be used to supply electric power to the display area. [2] Editor's Note: This ordinance also redesignated former Subsection C(2) as Subsection C(3). (3) Same as§ 280-13D of the A-C, R-80, R-120, R-200 and R-400 Districts. [Added 12-5-2017 by L.L. No. 20-2017] § 280-18. Bulk, area and parking regulations. No building or premises shall be used and no building or part thereof shall be erected or altered in the Low- Density Residential R-40 District unless the same conforms to the requirements of the Bulk Schedule and of the Parking Schedule,D]with the same force and effect as if such regulations were set forth herein in full. [1] Editor's Note: The Bulk Schedule is included at the end of this chapter, and the Parking Schedule is in§280-78A. § 280-19. Accessory buildings. Accessory buildings shall be subject to the same requirements as § 280-15 of the Agricultural-Conservation District. 23 ZONING 280 Attachment 1 Town of Southold Density and Minimum Lot Size Schedule for Residential Districts' (Added 1-10-1989 by L.L.No.1-19891 R-40 R-80 R-120 R-200 R400 HD A-C Residential Residential Residential Residential Residential Hamlet RR RO Agricultural- Low-Density Low-Density Low-Density Low-Density Low-Density Density Resort Residential Districts Conservation (One-Acre) (Two-Acre) (Three-Acre) (Five-Acre) (Ten-Acre) Residential Residential Office Minimum lot size(square feet): 1-family detached dwelling Residential unit without utilities 80,000 40,000 80,000 120,000 200,000 400,000 20,000(vii) 20,000(vii) 40,000 Residential unit with community water NA NA NA NA NA NA 20,000(vii) 20,000(vii) NA Residential unit with community water and NA NA NA NA NA NA 10,000(xi) 12,000(xi) NA sewer 2-family detached dwelling 2-family dwelling without utilities 160,000(xii) 80,000(iii) 160,000(xii) 240,000(v) 400,000(vi) 800,000(vi) 40,000(ii) 40,000(ii) 80,000(iii) 2-family dwelling with community water NA NA NA NA NA NA 40,000(ii) 40,000(ii) NA 2-family dwelling with community water NA NA NA NA NA NA 20,000(vii) 20,000(vii) NA tJ and sewer A Multiple dwelling unit or townhouse' Multiple dwelling or townhouse without NA NA NA NA NA N 20,000 NA' NA utilities Multiple dwelling or townhouse with NA NA NA NA NA NA 20,000 NA' NA community water Multiple dwelling or townhouse with NA NA NA NA NA NA 10,000 BA' NA community water and sewer Motel,hotel or conference center guest unit' Guest unit without utilities NA NA NA NA NA NA NA 6,000 NA Guest unit with community water NA NA NA NA NA NA NA 6,000 NA Guest unit with community water and sewer NA NA NA NA NA NA NA 4,000 NA Nonresidential use(as permitted) Use with or without utilities 80,000 40,000 80,000 120,000 200,000 400,000 NA 40,000 40,000 KEY: NA=Not applicable. NOTES: 'Roman numerals refer to applicable column in the Residential Bulk Schedule.Where no Roman numeral is indicated,refer to the district column in the Residential Bulk Schedule. 3 For multiple dwelling,hotel,motel and/or conference uses(where permitted),this table refers to minimum lot area per unit.Refer to the Residential Bulk Schedule for total lot size,yard and setback dimensions for the applicable district,unless more-restrictive requirements are indicated in the text of the chapter. '{Amended 8-1-1989 by L.L.No.14-19891 I 280 Attachment 1:1 05-01-2006 ZONING 280 Attachment 3 Town of Southold Bulk Schedule for Residential Districts (Added 1-10-1989 by L.L.No.1-1989;amended 6-29-2021 by L.L.No.9-20211 Column No. -i ii iii iv v A vii ix x xi xil Residential Unit 2-Family Where Detached Community Dwellings Water and in R-80 i District A-C R-40 R-80 R-120 R-200 R400 HD RR RO Sewer Available District Minimum requirements for 1-family detached dwellings' Lot size(square feet) 80,000 40,000 80,000 120,000 200,000 400,00 20,000 20,000 40,000 10,000 160,000 Lot width(feet) 175 150 175 200 270 270 75 75 150 60 270 Lot depth(feet) 250 175 250 300 400 400 120 120 175 80 400 Front yard(feet) 60 50 60 60 60 60 35 35 50 30 60 Primary front yard(feet) 60 50 60 60 60 60 35 35 50 30 60 t j Secondary front yard(feet) 40 35 40 40 40 40 25 25 35 20 Side yard(feet) 20 is 20 30— 30 30 15 15 15 15 30 Both side yards(feet) 45 35 45 60 60 60 30 30 35 30 60 Rear yards(feet) 75 50 75 85 100 100 35 35 50 30 85 Livable floor area(square feet per dwelling unit) 850 850 850 850 850 850 8502 850' 850 850 850 Maximum permitted dimensions: Lot coverage(percent) 20 20 20 10 5 5 25 25 20 25 10 Building height(feet) 35 35 35 35 35 35 35 35 35 35 35 Number of stories 2'/2 2'/2 2'/z 2%z 2'/2 2%a 2%2 2%2 2`h 2% 2%2 NOTES: 'See text of chapter and Density and Minimum Lot Size Schedules for applicable districts. 'Except one-bedroom or studio in multiple dwelling may have 600 square feet.Minimum floor area may be reduced up to 200 for moderate-and/or lower-cost dwellings. 'Except onc-bedroom or studio in multiple dwelling may have 600 square feet. 280 Attachment 3:1 Supp 54,Aug 2021 Aerial Map Client Scott Edgett PM�AMM 1820 Wells Ave w Southold Suffolk NY DOcON 11971 1820 Wells Ave 26 Form MAP LOC- Google �i• 'TOTAL'aopfaul soflareOD Building Sketch Client Scott Ed ett �O�MAOOeu 1820 Wells Ave c� Southold cagy Suffolk s'a NY 11971 Owner Austin Calvo Remo&Melissa Roma 9. 6 3r s.�> :� 37' 2F 1,932 n 2 or p.-0e under 7 Rooms,a bedrooms,3 toll beth n finlsbod b--..16)5 5°R] rl Y [1154 51 ft] Induced In roan taunt l 25' � 1st r1aDr 2S 12• 3T 2s• Subject Dwelling 3pi"t s"r'n w•°"'a°°•"' Area Calculations Summary Living Area Calculation Mils First Floor 1932 Sq It 9 x 1 = 9 0.5x1 x2= 1 0.5x2x1= 1 6 x 2 = 12 27 x 25 = 675 37 x 32 =1184 2 x 25 = 50 2 car garage under 675 Sq ft 27 x 25 = 675 finished basement 1184 Sq ft 32 x 37 = 1184 Total Living Area(Rounded): 3791 Sq it 27 Form SKT.BLOSKI-'TOTAL"appraisal software by ala mode,inc.-1-800-ALAMODE i ® c t r 25.0' d � ell / F RIME HOUSE �7 - V i I C vl TOWN OF SOUTHOLD PROPERTY RECON OWNER :STREET7 VILLAGE JUL.). LOT "Jon FORMER OWNER N i E ACR. S j W i TYPE OF BUILDING RES.. SEAS-.- VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS I J., ', Y AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per 'I Vclue Acre Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowland DEPTH House Plot BULKHEAD Tot6r-- DOCK COLOR TRIM I 7 7-7 M. &Idg. Extension Extension Extension Foundation 'Both I Dinette Porch I Basement Floors K • Porch Interior Finish !Ext. Walls I LR. Breezeway Fire Place Heat DR. Garage I (Type Roof Rooms 1st Floor BR. Patio Recreation Roo Rooms 2nd Floor FIN, B 0. B. !!Dormer Driveway Total x:,l FORM NO.4 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, N. Y. CERTIFICATE OF OCCUPANCY No. Date . . . . . . . . . . . . .6VP% . . . , . . . ., 19.47 THIS CERTIFIES that the building located at . . . . . . . . . . . Street Map No. . ?g. . . . . . Block No. XX . . . . . . .Lot No. X= . . . . 8QVthQ1*gA6X.a. . . . . . . conforms substantially to the Application for Building Permit heretofore filed in this office dated . . . . . . . . ..W9. . 25 . , 19 6.6 . pursuant to which Building Permit No. 3068.Z. dated . . . . . . . . .11pP11. . . .2b. . ., 19. b6, was issued, and conforms to all of the require- ments of the applicable provisions of the law. The occupancy for which this certificate is issued is P14TOO.Qat@ ON-0111ig . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . The certificate is issued to .14111.1am.Qrijaxis. . . . . . . .Ownex . . . . . . . . . . . . . . . . . . . . . . (owner, lessee or tenant) of the aforesaid building. Suffolk County Department of Health Approval . .Sept 18*. 1967 by He Villa . . . . .J .. ±:,• . . . .;rt'�... . . . . . . . . . Building Inspector 31 FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO. Z17506 DATE November 10, 1988 THIS CERTIFIES that the building SWIMMING POOL Location of Property 1820 WELLS AVE. SOUTHOLD House No. Street Hamlet County Tax Map No. 1000 Section 70 Block 03 Lot 20 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 18, 1973 pursuant to which Building Permit No. 6693Z dated JUNE 28, 1973 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 SWIMMING POOL WITH REQUIRED FENCE & LOCKING GATES. The certificate is issued to WILLIAM & HELEN GRIGONIS (owner, ) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A UNDERWRITERS CERTIFICATE NO.11/4/88 H006291 PLUMBERS CERTIFICATION DATED N/A Y,C�1�• Building Inspector Rev. 1/81 32 ��' - `�' - 1' :I `•�� .. ":=hr'r'- .'[ �- '•yy .t'� ..�„a''`'.- '�'..:,:.4�y-.1• _ _ i/ V^"+.3*r. :.�-i_''x• :� AI ks 0 • 0 0 40 cl 19 Lq MAP AND sucava'y 110 WI,LLIAM 4 P �L&N T SOUTW�OLD Tt5wt4 OFsouy�401�-,D, N,y W; LF ID tv I S02A AN[) I g mr TUYL 4ND, a tz 7 51 suFFniX TOWN OF SOUTHOLD BUILDING DEPARTMENT 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#: 48136 Date: 7/29/2022 Permission is hereby granted to: Calvo, Agustin 812 Grand St Apt 219 Hoboken, NJ 07030 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 1820 Wells Ave., Southold SCTiVi#473889 Sec/Block/Lot#70.-3-20 Pursuant to application dated 6/1/2022 and approved by the Building Inspector. To expire on 1/28/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $765.60 CO-ADDITION TO DWF,LLING $50.00 Total: $815.60 34 Building Inspector 0:11*'CE.'NJ)wilt Fs` TOWN OF SOUTHOIDOR71CI 11011IRS&PlIONF A IMUTE-215 114IN Itm, Rht'.Al, TAXitvi.i- MON-FRI HAID,'MT13.1,01,1.51 DECK.IHFI(1.2021-NOVEMBER 30.2022-TAUXE.14 BECOME A LIEN DECEMBER 1.^_0.21 631-765-1803 VAX-1131.765-5189 e 11 NOTIG.E OF ARREARS 0%REW.RSE SIDE. 473889 70-3-20 610 08 8045 1820 WELLS AVE 0.50 11111111111111MIMD 1 A 318,304,995 1 3,178,551 210 1 1 Family Res CALVO AGUSTIN R ROMO MELISSA 121E117/2021 800 4,700 1 812 GRAND ST APT 219 k9u.9116miffls L'o HOBOKEN, NJ 07030 CALVO AGUSTIN R CALVO EROMO MELISSA 0. o M 1st Half 8047 $3,057.85 12/1912020 ASSESS! 00%OF FULL VALUE 2nd Half 8047 $3,057.86 05/26/2021 4,700534,091 L--6�EVY DESCRI P I N LEVY% TAXABLE VALUE TAX AMOUNT TOTAL TAX AIAOLINT Y S SO T1f0LD--S0r070FL-T--0 64-.1-21F 1,/UU 0% 4,32 b SOUTHOLD LIBRARY 2.52% 4,700 F3616:13 1.80% 169.99 6 66.64% 4.499.05 SUFFOLK COUNTY TAX 1.115% 4 700 16.620 0.0016 zm7_8 N111 W- SIC COMMUNITY COLLEGE 0.12% 4:700 1.771 1 0.00% 8.32 1.28 23.61% 1,594.35 1,13-A PAYROLL TAX 0.040" 4,700 0.587 � -8.80% 2.76 _ OUT OF CTY SCCC 0.04% 4,700 0.517 44.10%. 2.43 NYS REAL PROP TAXLAW 0.97%- 4,700 13.994 258.70% 65.77 SOUTHOLD FD 4.641 4,'700 66.648 1.90% 313.25 SOUTHOLD PARK 1.33% 4,700 19.151 0.00% 90.01 SOLID WASTF DTSTRTCT 1.45.1 4,700 20.766 2.90% 97.60 8.47% 571.82 IFIRST HALF TAX 53.37 OND HALF TAX $3.375-83 TOTAL TAX LEVY $6.751.65 DOE DEC, PAYABLE WIF11-OUT PEPIALTYTO JAN 10, DL_DEC PAYABLE VATrIOUr P-OLALTY To MAY 3 F —— REVERSE SIDE FOR PFjJALTY SCtiFDUE_E SIDE )i M aj;c��- PENALTY SCHEDULE A!;D COUNTY COMPTROILLE �Oj;�� THIS TAX MAY BE PAID IN ONE OR TWO INSTAI I uFNTEt ----S—EC—ON—D---------------------------------------- HALF-SOUTHOLD TAX LEVY-2021-2022 SUFFOLK COUNTY TAX MAP NUMBER DETACH STUB AND RETURN WITH SECOND HALF PAYMENT-RETURN BOTH STUBS 473889 70.-3-20 FOR PAYMENT OF TOTAL TAX,MAKE CHECK PAYABLE TO:KELLY J.FOGARTY, RECEIVER OF TAXES AND WRITE BILL NO,AND TAX MAP NO.ON FACE OF THE CHECK. AWICUMT DILIFE Be!11.VZO. 9--t-01INFA 91 z , . . a g-k Agg-I F $3 804 PAID BY: [_]ASSESSED Lj OTHER Ej CHECK PERE IF YOU WANT A RECEIPT CALVO AGUSTIN R The following bank branches located within the Town of Southold accept payments during regular business hours:Dime Bank,People's United. 473889000000070XZ3Z20008045210000000000337583006751658 ------------------------------------------- FIRST HALF-SOUTHOLD TAX LEVY-2021-2022 SUFFObX.Cf)UNTY TAX MAP NUMBER DETACH STUB FOR FIRST HALF PAYMENT-RETURN BOTH STUBS FOR 473 70-3-20 PAYMENT OF TOTAL TAX,MAKE CHECK PAYABLE TO:KELLY J.FOGARTY, RECEIVER OF TAXES AND WRITE BILL NO.AND TAX MAP NO.ON FACE OF THE CHECK. A%70LSrdT DU-- F-BILL V,30. Mau nalm $3.375.82 8045 PAID BY: 0 ASSESSED ❑ OTHER 1 I [I CHECK HERE IF YOU WANT A RECEIPT CALVO AGUSTIN R 35 $6,751.65 The following bank branches located within the Town of Southold accept payments during regular business hours:Dime Bank,People's United. 473889000000070XZ3Z20008045210033758200000000006751659 j IIIIIIII IIIIIIIIIVIIIIIIIIVIII VIIIIIIIIIIIIIIIIIIIII 111111 VIII VIII IIII IIII SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEED Recorded: 11/5/2020 Number of Pages: 4 At: 10:26:50 PM Receipt Number: 20-0178205 *ELECTRONICALLY RECORDED* Transfer Tax Number: 20-09491 LIBER: D00013077 PAGE: 125 District: Section: Block: Lot: 1000 070.00 03.00 020.000 EXAMINED AND CHARGED AS FOLLOWS Deed Amount $799,000.00 Received the Following Fees For Above Instrument Exempt pt Page/Filing $20.00 NOHandling $20.00 NO COE $5. 00 NO NYS SRCHG $15.00 NO Notation $0.00 NO Cert.Copies $0.00 NO RPT $200.00 NO Mansion Tax $0.00 NO EA-CTY $5.00 NO EA-STATE $125.00 NO TP-584 $5.00 NO Comm.Pres $12,980.00 NO Transfer Tax $3,196.00 NO Transfer Tax Number: 20-09491 Fees Paid $16,571.00 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL Judith A. Pascale County Clerk, Suffolk County 36 RECORDED Number of pages 9 11/5/2020 10:26:50 PM JUDITH A. PASCALE CLERK OF This document will be public SUFFOLK COUNTY record. Please remove all L D00013077 Social Security Numbers P 125 prior to recording. 20-09491 Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 31 FEES Page/Filing Fee 20.00 Mortgage Amt. 1. Basic Tax Handling 20. 00 2. Additional Tax _ TP-584 5.00 Sub Total Notation 0.00 Spec./Assit. or EA-52 17(County) 5.00 Sub Total 50.00 Spec./Add. EA-5217(State) 125.00 TOT.MTG.TAX 200.00 �V> Dual Town Dual County— R.P.T.S.A. Held for Appointment Comm.of Ed. 5. 00 - Transfer Tax 3,196.00 Mansion Tax 0.00 Affidavit � — The property covered by this mortgage is Certified Copy 0.00 or will be improved by a one or two NYS Surcharge 15. 00 345.00 family dwelling only. Sub Total YES or NO Other 395.00 Grand Total If NO,see appropriate tax clause on page/I of tris instrument. 4 Dist. Section I Block I Lot 5 1 Community Preservation Fund Real Property 20043132 1000-070.00-03.00-020.000 P Y T Consideration Amount$799,000.0 0 Tax Service P s Agency 0292A CPF Tax Due $ 12,980.00 Verification - 6 Safisfactions/Discharges/Releases List Property Owners Mailing Address Improved x RECORD&RETURN TO: Vacant Land Hamlet Tatle Agency Inc TD 1.0 601 Portion Rd Ste 207 Lake Ronkonkoma NY 11779 TD TD Mail to:Judith A. Pascale, Suffolk County Clerk 7 Title ComjMny Infomatin 310 Center Drive, Riverhead, NY 11901 Co.Name www.suliolkcountyny.gov/clerk Title/1 s Suffolk County Recording & Endorsement Page This page forms part of the attached DEM made by: (SPECIFY TYPE OF INSTRUMENT) The premises herein is situated in SUFFOLK COUNTY,NEW YORK. TO In the TOWN of SOUTHOI.D In the VILLAGE or HAMLET of BOXES 6 THRU S MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING n-ma.iownt (over) CONSULT YOUR LAWYER BEFORESIGNINGTHIS INSTRUMENT-THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY THIS INDENTURE made the 15-1"~day of L,2020�� ,,"� ti ( �C�\velCll 1010( l.iplt) BETWEEN Fredrick A.Lee,aka Frederick A.Lee,and Karen Ann Lee Address:1820 Wells Road,Southold,New York 11971 party of the first part, AND Agustin Romo Calvo and Melissa Romo Address: 812 Grand Street,Apt.219,Hoboken,New Jersey 07030 party of the second part, WITNESSETH,that the party of the first part,in consideration of ten($10.00)dollars paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever: ALL that certain plot,piece or parcel of land,situate,lying and being at Southold,Town of Southold,County of Suffolk and State of New York,bounded and described more particularly on: SCHEDULE A ATTACHED HERETO Premises:1820 Wells Road,Southold,New York 11971 SCTM#: District:1000 Section:070.00 Block:03.00 Lot:020.000 BEING AND INTENDED TO BE the same premises conveyed by deed dated 07/16/1992 and recorded on 07/28/1992 in the Suffolk County Clerk's Office in liber 11509 Page 78. TOGETHER with all right,title and interest,if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof;TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises;TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose.The word"party"shall be construed as if It read"parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above written. IN THE PRESENCE OF: Fredricoee .�L,,Predcrick A.Ixc Karen Ann Lee 38 Old Republic Title Insurance Conepany Title Number:HTA-6584-S Page 1 SCHEDULE A DESCRIPTION ALL that certain plot,piece or parcel of land,situate,lying and being at Southold,in the Town of Southold,County of Suffolk and State of New York,more particularly bounded and described as follows: BEGINNING at a monument on the Westerly line of Wells Avenue, 1754.97 feet Southerly and then Easterly and then again Southerly along said Wells Avenue from the Main Road; from said point of beginning running along said Westerly line,two courses: 1.) Southerly on a curve to the right having a radius of 199.59 feet,a distance of 141.31 feet; 2.) THENCE South 24 degrees 30 minutes 50 seconds West,28.69 feet; RUNNING THENCE along land of the Town of Southold two courses: 1.) South 84 degrees 27 minutes 30 seconds West, 170.95 feel; 2.) THENCE North 20 degrees 56 minutes 00 seconds West, 100.00 feet to the Southerly side of Jernick Lane; RUNNING THENE along the Southerly side of Jemick Lane North 69 degrees 04 minutes 00 seconds East,244.10 feet to the point or place of BEGINNING. 39 State of New York,County of Suffolk as; State of New York,County of Suffolk ss: On the day ofthe year 2020 On the_day of September In the year 2020 before me,the undersigrObd,personally appeared before me,the undersigned,personally appearod Fredrick A.Lee aka Frederick A.Lcc Karen Ann Lee personally known to me or proved to me on the basis of personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me subscribed to the within Instrument and acknowledged to me that he executed the same in his capacity, and that by his that she executed the same in her capacity, and that by her signature on nstrument•the individual,or the person upon afgnature on instrument,tha individual,or the person upon behalf of wh h 0 indivi act exec the instrument. behalf of whl Ui individ ed, ted the instrument (signature and office of individual laking acknowledgment) (signature and office of Individual taking acknowledgment) Daniel C.Ross Daniel C.Russ r Noinry Ihthlic,Stmc of New York Notary 7175c,Stotc ul'Ncsv fork No.4907175 No.-1907175 Qualified in Suffolk County t"Qoalificd in tiullirc.C•u gus Con Conunisaiun li�pires Aagust 31,2021 Commission litpires August 31,2021 Can. PLEASE RETURN RECORDED DEED TO: David Jude Jannuul,Esq. 13235 Main Road P.O.Box 1672 Mattituck,NY 91952 40 EOR COUNTY USE ONLY Cl- suxs code 14 r 7 r 3. 8. 8 t 9 1 %INS):www.orps.statemy.us Ne%v York State Department of C2_ nate Deed Recorded 11 / 5 / 20201 Taxation and Finance 15ar1f my year T`— Of ice of Real Property Tax Services Ca_ Hook 1,3,0 ,7, 7j c+- rage I , ,1 , 2, _5j RP- 5217-PDF PROPERTY INFORMATION I Real Property Transfer Report(0110) r 1 1.Property 1820 Wells Avenue Location .. "STRSET WMa9q 'STREET 1U14a: Southold Southold 119'71 •utv op Twax vtLLAae ----------------------------�...-....-_......._.......... _...ew COOF 2.Buyer Calvo Agustin nomo Name _ - Romo _ Melissa LAST N WICO--Y FIRST 1I 3.Tax Indicate where future Tax Dills aro to be Rent Hitting if other than buyer addrexT(at bosom of form)Address —"�----.._-_--_. "AST N.Mc ETREF-T NUYaFp PMJ naMR, cr-OR Td171 sTATe 7JF DOS 4_indicate the number of Assessment. 1 P,'.rt of a Parcel (Only if Part of a Parcel)Chock as they apply: Roll parcels transferred on the dead #of Parcels OR ❑ ❑ 4A Planning Bosld with Subdivision Authority Exists S.Deed Property PRp,VJ FEFT x Olt 0_5 0 _ 48.Subdivision Approval was Required for Transfer • 'pErTr ---aC4EG Size 4c.Parcel Approved for Subdivision with Map Provided Lee 61c,Frederick A.I,t:c Fr.edr�Cis- A GSeller .-_..m...._.__................___........_....._. �-.�— `LAUTl1M1EA,`peJPANT -••_- PtnaT WIME -•-•••-•-•-.-•-•_•--'-••-• Name Lee kCar.etx Ann PIRSi N5T 14---- IASi NAMClCO?.PANY AME •7.Select the description which most accurately describes the Check the boxes below as they apply.- me pply:use of the property at tine flma of sale: 0.Ownership Type to Condominium A. One Family Residential 9.Ne%v Construclinn on a Vacant trued ❑ I OA.Property Located within an Agricultural District ❑ 100.Buyer received a disclosure mt[co indicating that the property Is In an Agriculture)District SALE INFORMATION 15.Chock one or more of these conditions as applicable to transfer. A.Sato Between Relatives or Former Relative 111.Sale Contract Date 07/13/2020 B.Sala between Related Companles or Partners in Business. '-'- C.One of the Buyers is also a Seller '12-nate of Srllerrronste, i C) ,��Q0^� D.Buyer or Seller Is Government Agency,or Lending Institution E.Dead Type not Warranty or Bargain and Sale(Specify Below) F.Safe of Fractional or Lass an Foo Interest(Specify Below) •13.Full Safe price 7 9 S,0 0 0,QO th G.Significant Change In Property Between Taxable Status and Sale Dates (Full Salo Prloe In the total amount id for livepropertyinclud4 H.Sale of Business It,Included in Sale price Pa ,g perthe a property_ 1.Other Unusual Facton,Affecting Sale Price(Specify Sel, This pie s or may be in the form l cash,other property a goods,or the assumption ai Norio mortgages w oilier obligations.)Presse round to the nearest whole do0ar amount. Comment(s)on Condition: 1.0.Indicate the value of personal property included in the aaie 0 .00 ASSESSML-:NT INFORMATION-Data should reflect the latest Final Assessment Rotl and Tax Bill 16.Year of Asocssment Roll from which information taken(YY) 20 •17,Total Aaoeceed Value 41,700 '18.Property Class 210 _ •19.School District Name Southold -u_�_-^.....•-.mm'.- „ •20.Tax Map Identlfler(s)fROff Identifier(z)(If mora than four,attach sheet with additional idenufier(s)) 1000-070.00-•03,00-020.000 CERTIFI ATION I Certify Net all of the items of information onterod on this form am trine and correct(to the best of arty knowledge and belie[)and 1 undorstand that the making of any willful fWse statement of matedal fact heroin subject me to tho•�O)fis'oms of the penTl l+•w rtrlativo to the mu"and filing of false InstrumorNa, SE,,J-QR SIf3NAT_tjJ3� BUYER CONTACT INFORMATION (Entlx,nlermollon fen the by-.Nate:If Iwyer,.z LLC,aedety,asscciatea,eoepa vw.jeait stack eempAestelo or V" h I IF trot an i qN r1ji aye 1 or ng the.thm a tame yd Epmlacr Type or on of on rty.)lvaUro:poetvrblo �Y oonY afro r:an ernww'JueStlons rog3rfin9 me Imtuler mint Ee m!vae.Type orpont 4oerty.7 9ELLEA TVA[ �. '�--"-�'DATE_•••�--'� j�U si (fig Calvo Agustin /J ........(,•,�^��G�46.�1[/'.—� �++�W L(� 'AiIEA CODE -TftCrmeNP.rPJYFiEN IGt.Hf89'tRnl DATE 812 Grand St., Apt 219 • 1RhV.T WMC-..q 971nEET NAVE {} I 1 • t 1 4 t A� Hoboken N? 07030 «� r1�}, -CfrY ON TOW?. TiTaTE- •zr(r CODE I J'annuzzi David r tA:i'r rLArFI! F."I NAMe 1 t 1 (631) 298-8065 r ) Ae.CO'oe TRCF„ryeE NW.teER(E..�Faiww) —' 41 28f6a122-e202-434c-b3f5-333d 1 aca50a6.pdf http://print4.mlsstratus.com/temp/28f6al22-e2O2-434c-b3f5-333d 1 a... Photos of Home at Time of Sale -.on 10/6/2020 3225139 1820 Wells Avenue, 11971 k ia -vow., T - .. .. 17 f', 'L . �r _1t Prepared by.Andrew Stype Andrew Stype Reatty Inc (631)298-8760 adstype@aol.com 10/19/2022 2:46 PM Nfametion.nal.d ey ova a.nw.ad OMK C WOM OnaNay!Ml5 arnaOm opyrpN 2073. I(ey0 MLS 42 1 of--, 10/19/2022,2:46 PM 28f6a 122-e202434c-00-333d 1 aca50a6.pdf http://print4.misstratus.com/temp/28f6a 122-e202-434c-b3f5-333d 1 a... .rrti L; IL A Prepared by:Andrew Stype Andrew Stype Really Inc (631)298-8760 adatype@aol.00m 10/19/2022 2:46 PM �nram��wK+a M Ne wns�vM nM M a+K.re MLf wmnem umw+aiaz.oora�s+as 43 2 of 2 10/19/2022,2:46 PM Subject Photo Page Client Scott Edgett Properly Address 1820 Wells Ave C4 Southold - -County Suffolk State NY Zip Code 11971 - - Owner Austin Calvo Ramo&Melissa Romo Subject Front Pictures taken 10/17/2022 4 Subject Front Subject North Side L r r S a i 44 Form LPICPIX DSS LTR-"TOTAL"appraisal software by a Ia mode,inc.-1-800-ALAMODE Subject Photo Page Client Scott Ed eg tt Property Address 1820 Wells Ave City _ Southold _ Courrty Suffolk We NY Zip Code 11971 _ Owner Austin Calvo Romo&Melissa Romo Subject Rear Pictures taken 10/17/2022 MOBIL— I, Subject South Side s' 1 rr Subject Interior i _;� 1 45 Form LPICPIX DSS LTR-"TOTAL'appraisal software by a la mode,inc.-1-800-ALAMODE Subject Photo Page Client Scott Edgett Property Acdress 1820Wells Ave _ City Southold County Suffolk State NY Zip Code 11971 Owner Austin Calvo Romo&Melissa Romo Subject Interior Pictures taken 10/17/2022 4 I tt r t M Subject Interior 4 Subject Interior r j '6 Form LPICPIX.DSS LTR-'TOTAL'appraisal software by a la mode,inc.-1-800-ALAMODE Subject Photo Page Client Scott Ed ett PropertyAddress 1820 Wells Ave _._ _ City Southold County Suffolk State NY Zip Code 11971 Owner Austin Calvo Romo&Melissa Romo r- Subiect Interior Pictures taken 10/17/2022 '', a -- Subject Interior Subiect Basement • tiK h� 47 form LPICPIX.DSS LTR-"TOTAL' appraisal software by a la mode,inc.-1-800-ALAMODE Subject Photo Page Client Scott Edgeft Property Address 1820 Wells Ave City Southold County Suffolk _ State NY_ Zip Code 11971 Owner Austin Calvo Romo&Melissa Romo t Subject Basement Pictures taken 10/17/2022 =e Subject Basement Subject Furnace 48 Form LPICPD(.DSS LTR-'TOTAL!appraisal sottware by a la mode,inc.-1-800-ALAMODE Sub)ect Photo Page Client Scott Edgett Property Address 1820 Wells Ave City Southold CountY Suffolk State NY Zip Code 11971 Owner Austin Calvo Romo&Melissa Romo s Subject Water Tank Pictures taken 10/17/2022 i W Subject Garage ■ . - Subject Garage r N P !may 49 Form LPICPIX.DSS LTR-"TOTAL"appraisal software by a la mode,inc 1-800-ALAMODE CERTIFICATION BY THE APPRAISER I hereby certify that I have personally inspected the property that is the subject of this appraisal report. That to the best of my knowledge and belief,the statements contained in the appraisal herein set forth are true and the information upon which the opinions expressed therein are based is correct; subject to the limiting conditions therein set forth. The reported analyses, opinions and conclusions are limited only to the reported assumptions and limiting conditions and are my personal,unbiased professional analyses, opinions and conclusions. I have no present or prospective interest in the property that is the subject of this appraisal report, and I have no personal interest or bias with respect to the parties involved. My compensation is not contingent on an action or event resulting from the analyses,opinions or conclusions in, or the use of,this report. My analyses, opinions and conclusions were developed, and this report has been prepared in connection with the standards and reporting requirements of the Appraisal Foundation,New York State and the Uniform Standards of Professional Appraisal Practice. 50 QUALIFICATIONS OF THE APPRAISER I, Andrew D. Stype, NYS Certified General Appraiser#46000022831, age 73, certify that I have been in the appraisal business for fair market value since 1971. Since that time I have completed over 3,750 written, certified real estate appraisals for residential properties, farm properties, lots, and business properties. I am currently the president of Andrew Stype Realty Inc. (formed in 1998) formerly Stype Brothers Real Estate, Inc. and I have been in this position since 1983. The business was purchased from my father,Val W. Stype,who had started the real estate and appraisal business back in 1964. I have personally engaged in the purchase and sale of real estate on the east end of Long Island for investment. This experience has helped me to determine market value. Currently, Andrew Stype Realty Inc. is an active sales office involved in the sale of all types of residential properties, farm properties, vacant land and commercial property. We maintain a full-time sales office, and in addition,offer consultation and management services. Currently our office covers Calverton to Orient for sales and the towns of Southold,Riverhead, Brookhaven, Southampton,East Hampton and Shelter Island for appraisals. As of the date of this report, I have completed all educational requirements for the current license term which expires 2/6/23. 51 QUALIFICATIONS—continued New York State Licenses,Designations, Memberships • New York State Certified Real Estate General Appraiser since 2/6/95. • Identification #46000022831. • New York State Certified Residential Real Estate Appraiser since 12/2/91. • License#0691. • Member Columbia Society of Real Estate Appraisers • Member of the New York State Association of Real Estate Appraisers • Member of the Suffolk County Board of Realtors • Member of the Hampton and North Fork Board of Realtors • Designated Approved Appraiser by Suffolk County Real Estate Department • Licensed Real Estate Broker 1980 • Licensed Insurance Broker 1972 • Licensed Real Estate Salesperson since 1971 • Past Board of Director Eastern Suffolk Board of Realtors • Past Board of Director Suffolk County Board of Realtors • Designated Approved Appraiser Town of Southold • Member—Long Island Board of Realtors—MLS 52 QUALIFICATIONS—continued—Education • Successfully Completed 28 hours continuing education— Income Approach, Cost Approach,USPAP, 1/15/11 • Successfully Completed Art of the Addenda 11/17/08 • Successfully Completed Appraisal Trends 11/22/08 • Successfully Completed 7-Hour USPAP Update 10/17/08 • Successfully Completed FHA &VA Appraiser 10/3/08 • Successfully Completed New York Fair Housing 9/15/08 • Successfully Completed 7 Hour National USPAP Update Course 10/26/06 • Successfully Completed 5 Hour Fraud Acts Course 10/27/06 • Successfully Completed 3 Hour Ethics Course—LIBOR 12/9/04 • Successfully Completed 7 Hour National USPAP Update Course 11/17/04 • Successfully Completed Appraisal Standards of Practice and Ethics 5/2/02 • Successfully Completed Residential Real Estate Investment 3/14/02 • Successfully Completed Residential Construction Course 11/7-14/2000 • Attended Report Writing&Analysis Seminar 2/1-2/5/99 • Attended Argus Commercial Software Seminar 1/99 • Attended Discounted Cash Flow Seminar 12/97 • Successfully completed course 420 Standard of Professional Practice Part B on 5/18/96 • Successfully completed course 410 standard of Professional Practice Part a on 5/11/96 • Successfully completed G-1 Introduction to Income Property Appraising 6/4/94 • Successfully completed G-2 Principles of Income Appraising 6/11/94 53 QUALIFICATIONS—continued—Education • Successfully completed G-3 Applied Income Property Valuation 6/18/94 • Attended New URAR Appraisal Report Seminar- 10 hours 12/21/93 • Completed seminar income approach sponsored by Appraisal Institute 1992 • Successfully completed N.Y.S. Residential Real Estate Appraiser certification requirements December 1991 • Successfully completed SPP professional practice course November 1990 • Successfully completed Society of Real Estate Appraisers SRA course 102 October 1988 • Successfully completed Society of Real Estate Appraisers SRA course 101 February 1988 • Completed seminar in real estate sales sponsored by N.Y.S. Assoc. of Realtors 1985 • Completed seminar in real estate management sponsored by Eastern Suffolk Board of Realtors 1983 • Successfully completed Part I Appraising Real Estate at Southampton College 1981 • Successfully completed Part II Appraising Real estate at Southampton College 1982 • Successfully completed Continuing Education Course in accordance with N.Y.S. • license laws 1981 • Successfully completed Real Estate License Law Course 1979 • Graduated Burdett Business College-Degree in Accounting 1971 54 Consultation and Appraisal Work • Townships of Southold and Riverhead • New York Telephone • Richard A. Winters, Associates • Suffolk County Water Authority • The North Fork Bank& Trust Co. • Southold Savings Bank • Suffolk County National Bank • EAB • Long Island Savings Bank • Household Finance Corporation • Lenders Service, Inc. • Suffolk County Department of Real Estate • Relocation Services • Residential Mortgage Bank, Inc. • Biltmore Mortgage Corporation • Wickham, Wickham, &Bressler-Attorneys • Scheinberg, Scheps,DePetris and Depetris -Attorneys • Charles Raffe-Attorney • Caminiti & Gibbons—Attorney • Twomey, Latham, Shea&Kelly-Attorneys 55 Consultation and Appraisal Work—continued • Bridgehampton National Bank • Village of Greenport • Centerbank Mortgage Bank • Nature Conservancy • Chase Bank • Flatbush Federal Savings • Par East Mortgage • Peconic Land Trust • Pindar Vineyards • Hargrave Vineyards • Peconic Bay Vineyards • Jamesport Vineyards • Duck Walk Vineyards • Gristina Vineyards • Pugliese Vineyards • Village of Sag Harbor • Southold High School • Riverhead High School • Town of Southampton • Galluccio Estate Vineyards 56 • Sherwood House Vineyards • Sargon Vineyards • Founders Vineyard • North Fork Preserve • Route 48 Vineyards • Tuthill Vineyards 57 (2022) GENERAL CONSTRUCTION NOTES DELIVERY, STORAGE, & HANDLING ARCHITECTURAL ROMO RESIDENCE RO M O RESIDENCE 1. INFORMATION SHOWN ON THESE DRAWINGS IS 25. FIELD CONDITIONS MAY REQUIRE MODIFICATIONS IN 41. CONTRACTOR IS RESPONSIBLE FOR THE SAFETY, 1. DELIVER, STORE,AND HANDLE PRODUCTS IN Number Name Scale HOME RENOVATION FOR DESIGN INTENT ONLY.VERIFY EXISTING THE DETAILS OF THE DRAWINGS AND QUANTITIES ACTIONS AND CONDUCT OF HIS EMPLOYEES AND ACCORDANCE WITH MANUFACTURER'S CONDITIONS AND DIMENSIONS IN FIELD. OF WORK INVOLVED.THE WORK SHALL BE CARRIED HIS SUBCONTRACTORS' EMPLOYEES WHILE IN THE RECOMMENDATIONS, USING MEANS AND METHODS _A-000 Cover and Drawing List NTS HOME RENOVATION COORDINATE DISCREPANCIES WITH THE OUT TO MEET THESE FIELD CONDITIONS IN PROJECT AREA,ADJACENT AREAS,AND IN THE THAT WILL PREVENT DAMAGE, DETERIORATION,AND A-001 Schedules I: Door and Window Schedules NTS ENGINEER. DO NOT SCALE DRAWINGS TO ACCORDANCE WITH THE CONTRACT DOCUMENTS. BUILDING AND ITS VICINITY. LOSS, INCLUDING THEFT. A-002 Schedules II: Finish and Lighting Schedules NTS 1820 Wells Ave Southold NY 11971 DETERMINE DIMENSIONS. 26. NEW WALLS AND PARTITIONS, WITHIN AREA OF 42. ALL MATERIALS, FINISHES, MANUFACTURED ITEMS, 2. CONTROL DELIVERY SCHEDULES TO MINIMIZE A-003 Schedules III: Plumbing Schedule NTS 2. ESTABLISH LINES, GRADES,AND BENCHMARKS WORK SHALL RECEIVE A PRIMER AND(2) FINISH AND EQUIPMENT SHALL BE INSTALLED IN FULL LONG-TERM STORAGE AT THE SITE AND PREVENT 1820 Wells Ave Southold,NY 11971 NECESSARY FOR PROPER WORK. FURNISH GIVEN COATS OF SCHEDULED FINISH PAINT. INTERIOR TRIM ACCORDANCE WITH THE SUPPLIER'S OR OVERCROWDING OF CONSTRUCTION SPACES. IN D-101 First and Basement Floor Demolition Plans 1/4"=1 '-0" r LIST OF ABBREVIATIONS SURVEY DATA. (DOORS, FRAMES, ETC.)SHALL RECEIVE A PRIMER MANUFACTURER'S WRITTEN RECOMMENDATIONS PARTICULAR, COORDINATE DELIVERY AND OWNER: 3. BE RESPONSIBLE FOR QUANTITIES OF WORK. AND(2) FINISH COATS OF SEMI-GLOSS PAINT. OR THESE DOCUMENTS,WHICHEVER IS MORE INSTALLATION TO INSURE MINIMUM HOLDING OF A-101 Pro Melissa and Agustin Roo @ -At INCL. - Include/Including FURNISH LABOR, MATERIALS,AND EQUIPMENT COLORS ARE TO CONFORM TO THE FINISH STRINGENT. STORAGE TIMES FOR ITEMS KNOWN OR posed Basement Floor Construction Plan 1/4 1�=1 -0 m1820 Wells Avenue A.C.T. -Acoustical Ceiling Tile INFO. - Information REQUIRED TO COMPLETE WORK. SCHEDULE OR WILL BE SELECTED BY THE 43. REQUESTS TO SUBSTITUTE ANY PRODUCT, RECOGNIZED TO BE FLAMMABLE, HAZARDOUS, A-102 Proposed First Floor Construction Plan 1/4"=1 '-0" Southold NY 11971 contact:Melissa and Agustin Romo A.F.C. -Above Finished Ceiling INSUL. - Insulate, Insulating, Insulation 4. PROVIDE PROOF OF WORKMAN'S COMPENSATION ARCHITECT. TECHNIQUE, OR MATERIAL SHALL BE SUBMITTED IN EASILY DAMAGED, OR SENSITIVE TO A-103 Proposed Roof Floor Construction Plan 1/4"=1 '-0" T.201.401.9355 E.melissatromo@gmail.com A.F.F. -Above Finished Floor INT. - Interior INSURANCE AND DISABILITY INSURANCE 27. ELEVATION 0'-0" IS A REFERENCE OF THE EXISTING WRITING TO ARCHITECT FOR APPROVAL. SAMPLES, DETERIORATION,THEFT AND THEIR SOURCES OF AIA -American Institute of Architects JAN. -Janitor COVERAGE REQUIRED BY GOVERNING STATE LAW FINISHED FLOOR HEIGHT. NOTATION TO HEIGHTS PRODUCT INFORMATION,AND DRAWINGS SHALL BE LOSS. ARCHITECT; A-201 Proposed Exterior Elevations 1/4"=1 '-0" AIEE- -American Institute of Electrical Engineers K.D. - Knock Down PRIOR TO START OF WORK. WILL BE FROM THIS ELEVATION, UNLESS REQUIRED PRIOR TO SUBSTITUTION APPROVAL. 3. DELIVER PRODUCTS TO THE SITE IN THE Pablo De Miguel Architect PLLC AISC. -American Institute of Steel Contractors K.O. - Knock Out 5. COORDINATE DRYWALL WORK WITH THAT OF OTHERWISE NOTED. SURFACES ABOVE RAISED PROPOSED SUBSTITUTION SHALL BE OF EQUAL MANUFACTURER'S SEALED CONTAINER OR OTHER 67 35th Street,suite C406 ALUM. -Aluminum KW. - Kilowatt11232 OTHER TRADES IF DRYWALL IS IN CONFLICT WITH FLOOR ARE TAKEN FROM FINISHED RAISED FLOOR QUALITY AND PERFORMANCE SPECIFICATION TO PACKAGING SYSTEM, COMPLETE WITH LABELS AND A-301 Proposed Building Sections I 1/4"=1 '-0" Brooklyn ode contact:Pablo de Miguel AIA ALT. -Alternate L. - Length DUCTWORK, PLUMBING LINES, ETC. HEIGHT AND NOTED(A.R.F) THAT ORIGINALLY SPECIFIED. INSTRUCTIONS OR HANDLING, STORING, A-302 Proposed Building Sections 11 1/4"=1 '-0" T.646 265 0338 E.pablo@pablodemiguel.com AMP. -Ampere LAV. - Lavatory 6. PROVIDE NECESSARY BRIDGING AND BRACING 28. SEAL PENETRATIONS THROUGH NEW FIRE RATED 44. ALL WORKMANSHIP, MATERIAL,AND EQUIPMENT UNPACKING, PROTECTING,AND INSTALLING. W.www.pablodemiguel.com APT. -Apartment LB. - Pound REQUIRED TO SECURE DRYWALL AND MAINTAIN WALLS, CEILINGS, ETC. WITH ARCHITECT APPROVED SHALL BE GUARANTEED FOR ONE YEAR FROM DATE 4. STORE PRODUCTS AT THE SITE IN A MANNER THAT A-401 Proposed Basement Reflected Ceiling Plan 1/411=1 1_011 STRUCTURAL ENGINEER: ARCH. -Architect or Architectural L.H. - Left Hand FIRE AND SOUND RATING WHERE INDICATED ON 3M FIRE STOPPING PRODUCTS. FIRE STOPPING OF OWNER ACCEPTANCE. ANY FAILURE OR WILL FACILITATE INSPECTION AND MEASUREMENT ASHRAE -American Soviet of Heating, Refrigerating, L.H.R. - Left Hand Reverse A-402 Proposed First Floor Reflected Ceiling Plan 1/4"=1 '-0" Gilsanz Murray Steficek LLP Y g� 9 g THE DRAWINGS. PERIMETER OF DUCT/CONDUIT PENETRATIONS. DETERIORATION WITHIN THIS PERIOD SHALL BE OF QUANTITY OR COUNTING OF UNITS. 700 Canal Street, 1st Floor &Air Conditioning Engineers LIN. - Linear 7. PROVIDE METAL CORNER BEADS AT VERTICAL AND REFER TO DETAILS FOR ADDITIONAL INFORMATION. CORRECTED BY THE CONTRACTOR AT THE 5. STORE HEAVY MATERIALS AWAY FROM THE Stamford,CT 06902 ASME -American Society of Mechanical Engineers LT. - Light HORIZONTAL OUTSIDE CORNERS AND METAL J CONTRACTOR'S EXPENSE. PROJECT STRUCTURE IN A MANNER THAT WILL NOT A-501 Details I - Wall Types, Floor Types 1 1/2"=1 '-0" contact:Ken Oen PE ASTM -American Society of Testing Engineers MANUF. - Manufacturer 29. LARGE SCALE DRAWINGS TAKE PRECEDENT OVER T.917 428 7716 E.ken.oen@GMSLLP.com MOLDS AT EXPOSED EDGES, SPACKLE AND FINISH SMALL SCALE DRAWINGS.DETAIL DRAWINGS TAKE 45. CONTRACTOR SHALL ARRANGE ACCESS TO ENDANGER THE SUPPORTING CONSTRUCTION. A-502 Details 11 - Wall Sections 1 112"=1 '-0" W www.gmsllp.com ASSOC. -Associated,Association MAT. - Material TO FORM STRAIGHT AND SMOOTH WALLS. PRECEDENT OVER LARGE AND SMALL SCALE BUILDING AND PROJECT SITE VIA PROJECT A-503 Details III - Wall Sections 1 1/2"=V-0" AWG -American Wire Gauge MAX. - Maximum 8. PROVIDE WATER RESISTANT GYPSUM BOARD FOR DRAWINGS. MANAGER,AND SHALL FOLLOW ALL BUILDING A-504 Details IV - Door Details APPROVED A, NOTED BD. - Board MECH. - Mechanical PARTITIONS ADJACENT TO PLUMBING LINES OR 30. IN THE EVENT OF DISCREPANCY BETWEEN SPECIFIC RULES OF CONDUCT AS ENFORCED BY 1 1/2 =1 -0 B.L. - Building Line MED. - Medium FIXTURES. REMOVAL PERFORMANCE DISCLAIMER A-505 Details V - Bathrooms �� � �� DATE: P.P.#�����-- DRAWINGS AND SPECIFICATIONS OR BETWEEN THE PROJECT MANAGER. CONTRACTOR SHALL 1 1/2 =1 -0 BLDG. - Building MEZZ. - Mezzanine 9. BUILT-IN CABINET WORK SHALL BE ENCASED IN DRAWINGS BRING THE DISCREPANCY TO THE ONLY USE BUILDING ENTRANCE AS SPECIFIED BY A-506 Details VI - Casework 1 1/2"=1 '-0" FEE: �- (/ LAMINATE CLASS B FINISH COMPLETELY.ANY PROJECT MANAGER AND ARCHITECT. CONTRACTOR THE ARCHITECT AND ARCHITECT'S CONSULTANTS DO NOTIFY BU,L[. BLK. - Block MIN. - Minimum � IN WRITING I� � � ARCHITECT'S IMMEDIATELY, NOT ASSUME RESPONSIBILITY FOR THE MEANS BY 765-1802 8 Ar,,, BM. - Beam MISC. - Miscellaneous EXPOSED FACE CABINET SHALL UTILIZE FIRE FOR CLARIFICATION.THE GREATER MONETARY SHALL BE RESPONSIBLE FOR COORDINATING WHICH THE REMOVAL IS PERFORMED.THE A-601 Interior Elevations I - Bathrooms 1/2"=1 '-0" FOLLOWING it.. B.O. - By Others MTL. - Metal RETARDANT WOOD MATERIAL.WOOD BLOCKING VALUE SHALL TAKE PRECEDENCE IN THE EVENT THE MATERIAL REMOVAL AND DELIVERY WITH PROJECT CONTRACTOR SHALL REMOVE AND/OR PERFORM THE A-602 Interior Elevations 11 - Kitchen 1/211=1 1-011 1. FOUNGAT; BOT.. - Bottom N. - North SHALL BE PRESSURE TREATED WITH A FIRE CONTRACTOR NEGLECTS TO OBTAIN MANAGER SO AS TO AVOID DISTURBANCE TO ITEMS NOTED AS SUCH IN THESE DOCUMENTS IN A FOR POUF B.O.S. - Bottom of Steel NEC - National Electrical Code RETARDANT AND PROVIDED WITHIN LIGHT GAUGE CLARIFICATION. EXISTING TENANTS AND/OR NEIGHBORS. 2. ROUGH - i~' PROFESSIONAL MANNER IN ACCORDANCE WITH "GOOD A-701 Proposed Basement Power and Data Plan 1/4"=1 '-0" 3. INSULATv` BTU - British Thermal Unit NEMA - National Electrical M Assoc STEEL FRAMING TO RECEIVE MILLWORK. 31. THE CONTRACTOR SHALL TAKE NO ADVANTAGE OF CONTRACTOR SHALL ARRANGE WITH PROJECT CAB. - Cabinet N.I.C. - Not in Contract MANAGER AND ARCHITECT FOR AFTER-HOURS GENERAL PRACTICES". A-702 Proposed First Floor Power and Data Plan 1/4"=1 '-0" 4. FINAL - C: PROPERLY SEAL AND PRIME NEW WOOD ANY APPARENT ERROR OR OMISSION IN THE p CLG. -Ceiling NO. - Number SURFACES TO RECEIVE FINISH COAT. CONTRACT DOCUMENTS. IN THE EVENT THE ACCESS TO PROJECT SITE. BE COMa_F C.T. - Ceramic Tile N.T.S. - Not to Scale 10. PROVIDE FIRE RETARDANT PLYWOOD PANELS CONTRACTOR DISCOVERS SUCH AN ERROR, OR 46. CONTRACTCR SHALL PROVIDE MINOR DETAILS NOT TPP NOTE tLt CONS`h `'`- -- .. r�:"� ET THE CFM -Cubic Feet Per Minute OA. -Overall SECURED AND ANCHORED ACROSS 3-STUDS USUALLY SHOWN OR SPECIFIED, BUT NECESSARY STRUCTURAL REQUyRI_R�ENTS, 0� .MiE C'TVFS OF N:-011 OMISSION IN THE CONTRACT DOCUMENTS, HE YORK STATE. VOT RESPr4%E,iE�F FOR C.H. -Ceiling Height OA.D. -Overall Dimension WITHIN LIGHT GAUGE STEEL FRAMING WHEN SHALL IMMEDIATELY NOTIFY THE ARCHITECT.THE FOR PROPER CONSTRUCTION OF ANY PART OF THE THERE IS TO BE NO USE AND/OR OCCUPANCY DURING DESIGN OR Co"`4S7'`.CT,; SGY�S CL. -Centerline O.C. -On Center NECESSARY TO ACCEPT PLASMA TV STEEL ARCHITECT WILL THEN MAKE SUCH CORRECTIONS WORK SHALL BE INCLUDED AS IF THEY WERE CONSTRUCTION. S-001 Structural notes NTS CLKG. - Caulking O.D. - Outside Diameter MOUNTING BRACKET ASSEMBLY. AND INTERPRETATIONS AS MAY BE DEEMED INCLUDED IN THE DRAWINGS. S-100 Proposed Roof and First Floors Framing Plans 1/4"=1 '-0" CLO. - Closet OFF. -Office 11. SET CEILING HEIGHTS AS INDICATED ON THE NECESSARY FOR FULFILLING THE INTENT OF THE 47. CONTRACTORS SHALL BREAK OUT IN THEIR S-401 Wood Details I varies COMPLY WITH ALL CODES D CLR. - Clear P.A. - Public Assembly DRAWINGS MEASURED FROM FINISH FLOOR PRICING COST ITEMS OUTLINED BY ARCHITECT FOR SYMBOL LEGEND NEW YORK STATE & TOWN CODES CONTRACT DOCUMENTS. S-402 Wood Details II varies AS REQUIRED AND CONDITIONS OF COL. - Column PCF - Pounds Per Cubic Foot UNLESS OTHERWISE NOTED. SEE FINISH 32. VERIFY FIELD CONDITIONS AND NECESSARY REVIEW AS ADD ALTERNATES.ALL ADD ALTERNATES CONC. - Concrete PERF. - Perforated SCHEDULE. DIMENSIONS PRIOR TO BEGINNING WORK AT THIS SHALL INCLUDE ALL CONTRACTOR'S O&P SO THAT I- - - -I ELECTRICAL CONST. -Construction PERM. - Permanent U12.,' NOTIFY THE ARCHITECT IMMEDIATELY AND PRIOR SITE AND REPORT ANY DISCREPANCIES TO THE THEY MAY BE ADDED STRICTLY AS ELECTIVE LINE ## i I DETAIL NUMBERIFIED �„-,-' ^ �, - CONT. -Continuous PERP. - Perpendicular TO PROGRESS OF WORK IF UNUSUAL FIELD ARCHITECT FOR CLARIFICATION AND AMENDMENT. ITEMS. I SITE PLAN: r ?�I�a BOARD CONTR. - Contractor PH. - Phase CONDITIONS ARISE WHICH WOULD PREVENT THE 48. CONTRACTOR SHALL BE RESPONSIBLE FOR SEEING A-### -�dTRbSTEES 33. THE CONTRACTOR SHALL BE RESPONSIBLE TO I I SHEET NUMBER SCALE: 1"-40' CORR. -Corridor P. LAM. - Plastic Laminate CEILING AND/OR LIGHT FIXTURES FROM BEING COORDINATE ALL TRADES UNLESS A THAT EACH SUBCONTRACTOR CLEANS UP AND L _ _ (ON WHICH DETAIL APPEARS) COV'G. -Covering PLMB. - Plumbing INSTALLED AT THE INDICATED HEIGHT. CONSTRUCTION MANAGER IS PRESENT. REMOVES, DAILY,ANY AND ALL DEBRIS GENERATED SNE CPT.. -Carpet PLYWD. - Plywood 13. IN GENERAL, EXECUTE THE CEILING WORK TO 34. THE CONTRACTOR SHALL COORDINATE WITH THE BY CONSTRUCTION OPERATIONS, MAKING READY RN,CR P��PY CS. -Countersink PNL. - Panel PROVIDE A SMOOTH, CONTINUOUS, MATCHING, FOR ALL SUBSEQUENT SUBCONTRACTORS. ELEVATION/SECTION NUMBER �� NP�� F C '�CUPANCY OR MECHANICAL AND ELECTRICAL DRAWINGS FOR ## PSP , X CTR. -Center POL. - Polished TIGHT,AND ALIGNING CEILING.THE FINAL CEILING ROUGH/FINISH CARPENTRY REQUIRED FOR 49. GENERAL CONTRACTOR SHALL: EXERCISE - - f !SE ' INSTALLATION SHALL BE FREE OF VISUAL REASONABLE PRECAUTION IN THE PROTECTION OF A-### U S UNLAWFUL CU. FT. -Cubic Feet POS. - Positive SHEET NUMBER INSTALLATION OF THEIR WORK.THIS INCLUDES, BUT (ON WHICH ELEVATION APPEARS) � �y ' " CU. IN. - Cubic Inch PSF - Pound Per Square Foot DEFECTS. REPAIR/REPLACE WHERE DAMAGED BY IS NOT LIMITED TO,THE FRAMED OPENINGS OF ALL EXISTING FINISHES TO REMAIN AND/OR ALL �' iUT CERTIFICATE CU.YD. -Cubic Yard PSI - Pound Per Square Inch OTHER TRADES. EXISTING SUBSTRATES TO RECEIVE NEW FINISH; A W n DUCTWORK,TRANSFER GRILLES, PIPING,ACCESS �'' O'' OCCUPANCY D. - Depth or Deep PTN. - Partition 14. DO NECESSARY CUTTING FOR AND/OR BRIDGING DOORS, CHOPPING FOR DRAINS, FIRE/SMOKE SCHEDULE AND COORDINATE ALL TRADES TO 2 Q DB. - Decibel PT. - Paint REQUIRED FOR LIGHT FIXTURES,AIR DIFFUSERS, ELIMINATE DAMAGE TO ALL FLOOR MATERIALS DBL. - Double PTD. - Painted DAMPERS, ETC. ## y° ETC. 35. THE CONTRACTOR SHALL BE RESPONSIBLE TO ONCE INSTALLED; PROVIDE PROTECTIVE `" ' INTERIOR ELEVATION TAGS -� DEPT. - Department PR. - Pair 15. INSTALL RESILIENT BASES STRAIGHT AND TRUE, COVERINGS FOR ALL FLOOR PARTITION AND ? RETAIN STORM WATER RUNOFF PROTECT ANY MECHANICAL, ELECTRICAL, W a DET. - Detail QUAL. -Quality TERMINATING THEM AGAINST OUTER EDGES OF PLUMBING,OR UTILITY SERVICE EQUIPMENT FROM CEILING FINISHES TO REMAIN IN THE PROJECT AREA 3 co PURSUANT TO CHAPTER 236 D.F. - Drinking Fountain RAD. - Radius DOOR FRAMES. FURNISH AND INSTALL RESILIENT AND FOR ALL FINISHES WHICH MAY BE SUBJECT TO # A-### ## SHEET NUMBER DAMAGE DURING CONSTRUCTION. (ON WHICH ELEVATION APPEARS) OF THE TOWN CODE. DIA. ' - Diameter RE. - Refer BASE CORNER SECTIONS SHALL BE PROVIDED IN 36. WORK DESCRIBED BY THESE DOCUMENTS SHALL TRAFFIC OR CONSTRUCTION ACTIVITY IN ADJACENT DIAG. - Diagonal RECD. - Received LENGTHS NOT LESS THAN 1'-0" MEASURED FROM BE PERFORMED IN FULL ACCORDANCE WITH THE AREAS; PROVIDE PROTECTIVE COVERING FOR ALL DIM.. - Dimension RECR - Receptacle THE CORNER. CURRENT VERSION OF ALL APPLICABLE CODES, WINDOWS AND OTHER GLASS TO REMAIN; PROVIDE ## , DIV. - Division REF. - Refrigerator 16. COMPLETELY SEAL ABOVE CEILING PENETRATION _ INCLUDING BUT NOT LIMITED TO THE FOLLOWING IMPACT PROTECTION FOR ALL INTERIOR FINISHES; DN. - Down R.H. - Right Hand CORES THROUGH FLOOR AND ROOF DECKS TO PROVIDE MINIMUM 1/8 INCH THICK TEMPERED T.O. CONC. �- _ CODES: UNIFORM BUILDING CODE, UNIFORM SPOT ELEVATION, DATUM-."i =_ �h1 , DR.(S) - Door(s) R.H.R. - Right Hand Reverse MAINTAIN EXISTING FIRE RATINGS,TYPICAL. HARDBOARD OR PLYWOOD GANG WAY TO PROTECT O'-O° MECHANICAL CODE; UNIFORM FIRE CODE, NFPA i�. DWG. - Drawing REQ. - Required UTILIZE 3M FIRE STOPPING PRODUCTS AND OTANDARDS, NATIONAL ELECTRICAL CODE, ALL FLOORING MATERIALS FROM BREAKAGE, ► � "" "p � . � s JUL.,IUB ? h ?f1�1 ELEV. - Elevation or Elevator(context determines) RM.(S) - Room(s) ASSEMBLIES. UNIFORM PLUMBING CODE,ALL AS ADOPTED BY MT. CRACKING,SCRATCHING OR OTHER DAMAGE FROM ON LEAD CONTENT BEFORE I ELEC. - Electrical S.S. - Stainless Steel DOLLIES HAND TRUCKS OR ROLLING BINS OR TOOL CERTIFICATE OF OCCUPANCY 17. WHERE DUCTS OR PART OF DUCTS ARE RUNNING VERNON, STATE OF NEW YORK. Btti't_t it sC DEI ENAM. - Enamel S.C. -Solid Core �,PLUMBIN" l-C""'"1`F S;7 "• " PARALLEL OVER FIRE RATED PARTITIONS, EXTEND 37. CONTRACTOR SHALL REVIEW THESE PLANS CARTS USED TO TRANSPORT MATERIALS TO AND $ff11 /A ENGR. - Engineer SECT. - Section PARTITIONS AROUND DUCTS TO EFFECT THOROUGHLY, MAKE A DETAILED SITE VISIT,AND FROM PROJECT AREA; EXTEND PROTECTION FROM SOLD L PLUMBING NEED :s_ SUPPLY SYSTEM CANNOT &WATER LINES NEED EQ. - Equal SEP. -Separate COMPLETE FIRE RATED ASSEMBLIES. SHALL IMMEDIATELY BRING ANY INCONSISTENCY, BUILDING ENTRY(IES)TO PROJECT AREA. D. TttTING:BEFO E COI• RINGV f EQUIP. - Equipment SIM. -Similar 18. WHERE DUCTS PENETRATE A FIRE RATED SITE LAYOUT PROBLEM, OR ANY OTHER REQUEST 50. THE CONTRACTOR SHALL PROTECT INTERIOR A REVISION-ADDENDUM 6 07/23/2022 Issued for Filing E.W.C. - Electric Water Cooler SPEC.(S) -Specification(s) PARTITION AT AN ANGLE, SO THAT A FIRE DAMPER FOR CLARIFICATION TO THE ARCHITECT FOR SURFACE OF GLAZING AT ALL TIMES FROM BUILDING DATA: 5 05/27/2022 Issued for Filing EXH. - Exhaust SPKR. -Speaker CANNOT BE INSTALLED AT CENTERLINE OF RATED RESOLUTION PRIOR TO THE DELIVERY OF ANY BID BREAKAGE AND SCRATCHING OF WINDOW EXIST. - ExistingSPKLR. Sprinkler 4 05/13/2022 Issued for Contract - p PARTITION, EXTEND A HOUSING FRO THE RATED OR WORK. FAILURE TO DO SO SHALL CAUSE THE COATINGS.ANY HOLLOWS OR DAMAGED AREAS OF SUFFOLK CONTY TAX#: 1000-70-3-20 PARCEL AREA: 0.6 ACRES 3 04/05/2022 Issued for Filing EXP. - Exposed SQ. -Square PARTITION TO THE FIRE DAMPER. COMPLETELY CONTRACTOR TO BE INELIGIBLE FOR EXTRAS CONCRETE FLOOR SHALL BE REPAIRED MADE LEVEL XX ZONING : R-40 USE GROUP: R-3 TYPE OF CONSTRUCTION: TYPE V 2 07/02/2021 Issued for Bid EXTR. - Extruded SQ. FT. -Square Foot ENCLOSE THE DUCTS WITH MATERIAL EQUAL TO RELATING TO SUCH MATTERS. PRIOR TO COMMENCEMENT OF NEW ## ROOM NAME,NUMBER AND SQ BUILDING: STORIES: 1+ CELLAR 1 04/12/2021 Issued for Review EXT. ' - Exterior SR. -Senior THAT OF THE PARTITION FIRE RATING. COMPLETE 38. CONTRACTOR SHALL SUBMIT REPRODUCIBLE SHOP CONSTRUCTION.THE CONTRACTOR SHALL REMOVE ##sq ft p PARTITION FIRE RATING SHALL BE MAINTAINED. FROM DEMOLISHED WALLS OR PORTIONS OF WALLS EXISTING FLOOR AREA FIRST FLOOR: 1 886 SF PROPOSED: 2 B20 S F.D. - Fire Damper STD. -Standard � ISSUE DATE DESCRIPTION DRAWINGS TO ARCHITECT FOR OWNER'S, EXISTING CELLAR�'GARAGE(BELOW GROUND): 1,820 SF .PROPOSED: 1,1820 SF F.H. - Full Height STL. -Steel 19. WHERE PIPES, CONDUITS, OR LOW TENSION ARCHITECT'S,AND ENGINEER'S APPROVAL. ALL POWERCIRCUITS AND SWITCH LEGS BACK TO FIN. - Finish STRUC. -Structural WIRING PENETRATE FIRE RATED OR SOUND RATED 39, CONTRACTOR SHALL COORDINATE WITH ALL FIRST JUNCTION BOX. REMOVE ANY MILLWORK OR XX-# FINISH TAG FL. - Floor SUPT. -Superintendent ENCLOSURES SUCH AS WALL OR SLAB,THE TRADES TO PROVIDE COMPLETE WORKING WALL- MOUNTED PLUMBING FIXTURES FROM FT. - Foot SUSP. -Suspended SPACES AROUND SUCH PENETRATIONS SHALL SYSTEMS. CONTRACTOR SHALL LAY OUT HIS WORK WALLS INDICATED TO BE DEMOLISHED AND NOT BUILDING DEPARTMENT NOTES: ©2022 by Pablo De Miguel Architect PLLC. All rights reserved.This drawing or parts thereof,may FIG. - Figure TEL. -Telephone NOT EXCEED 1/2". PACK SPACES SOLID WITH AND SHALL PROVIDE DIMENSIONS AND LAYOUT IN OTHERWISE SHOWN.THE CONTRACTOR SHALL not be reproduced in any form without permission. # FIN. - Finish THK. -Thick/Thickness MINERAL WOOL OR APPROVED EQUAL ON BOTH ADVANCE FOR ALL OTHER TRADES(PLUMBING, MAINTAIN ATRUCK OR OTHER VEHICLE FOR PARTITION TYPE THE RENOVATION WORK DESCRIBED HEREIN SHALL COMPLY WITH ALL APPLICABLE FEDERAL, SEAL&SIGNATURE FPRF. - Fireproof TYR -Typical SIDES OF THE RATED ENCLOSURE TO ENSURE ELECTRICAL, STRUCTURAL, MECHANICAL, ETC.)AND REMOVAL OF WASTE MATERIALS DAILY FROM SITE. STATE,AND MUNICIPAL BUILDING CODES AND REPRESENTS: FIX. - Fixture U.L. - Underwriter's Laboratories FULL FIRE/SOUND RATING IN COMPLIANCE WITHIMMEDIATELY NOTIFY ARCHITECT OF CONFLICT WASTE MATERIALS SHALL BE TRANSPORTED TO ����D ARCy F RS.C. - Fireproof Self Closing U.O.N. - Unless Otherwise Noted THE LOCAL BUILDING CODE. SUCH VEHICLE BY COVERED RUBBER-TIRED CARTS. �� ti0 QE's%dOG s�� BEFORE PROCEEDING. NO CHANGE IN USE FT. LB. - Foot Pound UR. - Urinal 20. FURNISH AND INSTALL 24 HOUR TEMPORARY ANY LIGHTING FIXTURES REMOVED FROM THE ## WINDOW NUMBER 40. DRAWINGS OF EXISTING FACILITIES ARE, IN NO CHANGE OCCUPANCY Blower d.Q'J�" a�,anualg FTG. - Footing V.C.T. -Vinyl Composition Tile LIGHTING INCLUDING TEMPORARY LIGHTING FRO SPACE AND NOT DISPOSED OF SHALL BE SALVAGED NO CHANGE IN EGRESS , ria > GENERAL, DIAGRAMMATIC. EXACT LOCATIONS ��U , GA. -Gauge VERT. -Vertical INSTALLATION OR DELIVERY OF GOODS OR AS DIRECTED BY THE ARCHITECT.THE NO CHANGE IN ZONING send ductworl: � � and S as per * 2g\ 11 SHALL BE DETERMINED BY THE CONTRACTOR FROM GAL.' -Gallon V.I.F. -Verify In Field MATERIAL ON WEEKENDS. FIELD MEASUREMENTS TAKEN BY CONTRACTOR'S CONTRACTOR SHALL TAKE CARE NOT TO O DOOR NUMBER testing required. NYS Lner I Cade (P v GALV. -Galvanized VS. -Versus 21. PARTITION THICKNESS SHOWN ON UNREASONABLY CAUSE DAMAGE ANY SALVAGED \ J 0316► G.C. -General Contractor VOL. -Volume PERSONNEL.ACTUAL ARRANGEMENT OF THE WORK BUILDING CODE: qT CONSTRUCTION PLANS OR ENLARGED PLANS ARE SHALL FOLLOW LOCATIONS SHOWN ON THE MATERIAILS OR FIXTURES. FUF-,I' GL. -Glass W. -Width NOMIMAL DIMENSIONS FROM FINISH FACE OF DRAWINGS WITHIN THE CONSTRAINTS OF EXISTING 51. DO NOT SCALE DRAWINGS FOR DIMENSIONS. G.P.M. -Gallons per Minute W/ -With GYPSUM BOARD TO FINISH FACE OF GYPSUM CONTACT ARCHITECT FOR CLARIFICATION AND/OR 1 COLUMN LINE BASED ON THE 2020 NEW YORK STATE BUILDING CODE, WHICH IS BASED ON THE FOLLOWING Pablo De Miguel AIA NYS Lic.# 031614 EQUIPMENT AND CONSTRUCTION. DIMENSIONS GYP. -Gypsum W.C. -Water Closet BOARD UNLESS OTHERWISE NOTED, SEE SHALL GOVERN THESE DRAWINGS AND THEY ARE ADDITIONAL INFORMATION IF REQUIRED. NATIONAL MODEL CODES: SHEET NAME: HC. . - Handicapped WD. -Wood PARTITION TYPE DETAIL FOR ACTUAL NOT TO BE SCALED. DRAWING AND NOTES TO 52. REFER TO STRUCTURAL, MECHANICAL, ELECTRICAL, 2018 INTERNATIONAL BUILDING CODE(W/AMENDMENTS) 1SIl exterior li.;hting COVER SHEET HGT. - Height W/0 -Without DIMENSIONS. DRAWINGS ARE CORRELATIVE AND HAVE EQUAL PLUMBING DRAWINGS PROVIDED BY ENGINEER AND installed,rept: ced or HOW. - Hardware WP. -Waterproof 22. ALIGN AND SAND SMOOTH GYPSUM BOARD CONSULTANTS FOR DETAILED SIZES, 2018 INTERNATIONAL EXISTING BUILDING CODE(W/AMENDMENTS) AUTHORITY AND PRIORITY. SHOULD THERE BE 2018 INTERNATIONAL RESIDENTIAL BUILDING CODE(W/AMENDMENTS) repaired shall onform H.M.' - Hollow Metal WT. -Weight SURFACES. DISCREPANCIES IN THEMSELVES OR BETWEEN SPECIFICATIONS, DETAILS AND INSTRUCTION. INDICATES ALIGNMENT to Chi tC 172 HOR: - Horizontal YD. -Yard 23. WORK SHALL BE ERECTED AND INSTALLED THEM, CONTRACTOR SHALL BASE BID PRICING ON 53. THE CONTRACTOR SHALL FILE WITH THE 2018 INTERNATIONAL PLUMBING CODE(W/AMENDMENTS) �P 2018 INTERNATIONAL MECHANICAL CODE(W/AMENDMENTS) of the TOivn CO£l HR. - Hour PLUMB, LEVEL, SQUARE,AND TRUE AND IN THE MOST EXPENSIVE COMBINATION OF QUALITY DEPARTMENT OF BUILDINGS AND OBTAIN ALL DATE:7/25/22 SCALE: H.R. - Handrail PROPER ALIGNMENT. NECESSARY CERTIFICATES OF INSURANCE PAY ALL 2018 INTERNATIONAL ENERGY CONSERVATION CODE(W/AMENDMENTS) _ SYMBOLS USED AS ABBREVIATIONS AND/OR QUANTITY OF THE WORK INDICATED. IN THE � 2017 NFPA 70, NATIONAL ELECTRICAL CODE Project No.2101 PAGE: 1 of 30 ` H.W. - Hot Water 24. FULLY PACK AND SEAL EXISTING AND NEW FLOOR EVENT OF DISCREPANCIES,THE APPROPRIATE FEES,OBTAIN ALL PERMITS,AND PROVIDE ANY HVAC - Heating,Ventilation &Air Conditioning2009 ICC/ANSI A117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES DRAWING No.: � -Centerline PENETRATIONS FOR PIPING IN ACCORDANCE WITH METHOD OF PERFORMING THE WORK AND/OR WORK HEREIN DESCRIBED. 1.D. - Inside Diameter # -Pound or Number THE GOVERNING BUILDING LAWS. ITEMS TO BE INCORPORATED INTO THE SCOPE OF 54. GC WILL PROVIDE WORKING (1)5LB ABC FIRE NOTE DRAWING NOTE �-®O® o0 IN. - inch THE WORK SHALL BE DETERMINED BY THE EXTINGUISHER PER FLOOR AT SITE DURING ■ ARCHITECT.OR ENGINEER.. CONSTRUCTION. DOOR LEGEND ROMO RESIDENCE - - : _ HOME RENOVATION q q j 4 0 0 \ VIEW ^ r` \' i.. �' t. -r io ^ 0 � 1820 Wells Ave Southold,NY 11971 OWNER: .. Romo ^ f Melissa and Agustin 1820 Wells Avenue Fly 2--8- 3-o r-2^ 2'-6" 2'-s" 3'°' ,� 1o'_e. y * 5'-s" a'-s" * 3'-0" * L s'o" ,� Southold NY 11971 TEMPERED TEMP ^ 0 1f- �s contact:Melissa and Agustin Romo T.201.401.9355 E. melissatromo@gmail.com ARCHITECT: D4,D5,D5,DTD8,D9, D10,D11, E2 E3,E4 E5 E6 GD1,GD2 DOOR ID Dt D12 D3 E1 QUANTITY 1 1 1 9 1 1 2 1 1 2 Pablo De Miguel Architect PLLC FINISH PAINTED PT-02 PAINTED PT-02-GLASS PAINTED PT-02-GLASS PAINTED PT-02 CEDAR EXTERIOR /PAINT PT-02 INTERIOR WOOD INTERIOR-BLACK EXTERIOR WOOD INTERIOR-BLACK EXTERIOR WOOD INTERIOR-BLACK EXTERIOR WOOD INTERIOR-BLACK GRAPHITE 67 35th Street,suite C406 REMARKS COORDINATE WITH KITCHEN SINGLE PANE GLASS TO BE LOW E-TEMPERED SINGLE PANE GLASS TO BE ENTRY DOOR.GLASS TO BE LOW E-TEMPERED(TO EXTERIOR GLASS TO BE LOW E-TEMPERED GLASS TO BE LOW E-TEMPERED GLASS TO 3E LOW E-TEMPERED GLASS TO BE LOW E- CABINETS/WALL PANELS LOW E-TEMPERED MATCH OTHER DOORS) FROSTED GLASS Brooklyn NY 11232 TEMPERED contact:Pablo de Miguel AIA T.646 265 0338 E.pablo@pablodemiguel.com W.www.pablodemiguel.com DOOR SCHEDULE CLOSETS STRUCTURAL ENGINEER: DOOR SCHEDULE Gilsanz Murray Steficek LLP NOMINAL NOMINAL 700 Canal Street, 1st Floor # LOCATION QUANTITY WIDTH HEIGHT LEAF MATERIAL HARDWARE FINISH REMARKS Stamford,CT 06902 ASSEM AIR ROOM LEAKAGE OPER. NOMINAL NOMINAL FRAME HARDWARE contact:Ken Oen PE • # LOCATION # MANUFACTURER BLY U- SHGC VT RATE 917 428 7716 E.ken.OenQGMSLLP,COm RATE TYPE FIRE WIDTH HEIGHT SWING LEAF MATERIAL MATERIAL SET THRESHOLD FINISH REMARKS W.www.gmsllp.com FACTOR (CFM/SF) CL1 BEDROOM 3 3 SC WOOD PT-02 REFER TO DETAIL XX/A.XXX COORDINATE WITH KITCHEN CABINETS/ CL2 CORRIDOR 1 SC WOOD PT-02 REFER TO DETAIL XX/A.XXX D1 -- NA HINGED N 2'-8" 7'-0" R 13/4" SC WOOD NA HW-1 NA PAINTED PT-02 WALL PANELS CL3 BEDROOM 2 3 SC WOOD PT-02 REFER TO DETAIL XX/A.XXX D3 NA HINGED N 2'-6" 7'-0" R 13/4" SC WOOD WD HW-2 NA PAINTED PT-02 -GLASS SINGLE PANE GLASS TO BE LOW E- CL4 BEDROOM 1 3 SC WOOD PT-02 REFER TO DETAIL XX/A.XXX TEMPERED 04 NA HINGED N 2'-6" 7'-0" L 13/4" SC WOOD WD HW-2 NA PAINTED PT-02 CL5 MASTER BED 4 SC WOOD PT-02 REFER TO DETAIL XX/A.XXX 05 MASTER BED 03 NA HINGED N 2'-6" 7'-0" R 1 3/4" SC WOOD WD HW-1 NA PAINTED PT-02 CL6 CORRIDOR 2 SC WOOD PT-02 REFER TO DETAIL XX/A.XXX 06 BEDROOM 1 04 NA HINGED N 2'-6" 7'-0" L 13/4" SC WOOD WD HW-1 NA PAINTED PT-02 CL7 LAUNDRY 2 SC WOOD PT-02 REFER TO DETAIL XX/A.XXX D7 CORRIDOR 07 NA HINGED N 2'-6" 7'-0" R 1 3/4" SC WOOD WD HW-1 NA PAINTED PT-02 08 NA HINGED N 2'-6" 7'-0" R 13/4" SC WOOD WD HW-2 NA PAINTED PT-02 D9 HINGED N 2'-6" 7'-0" L 13/4" SC WOOD WD HW-1 NA PAINTED PT-02 010 MECH ROOM 12 NA HINGED N 2'-6" 7'-0" L 1 3/4" SC WOOD WD HW-1 NA PAINTED PT-02 011 BATH 2/LAUNDRY 10 NA HINGED N 2'-6" 7'-0" L 1 3/4" SC WOOD WD HW-2 NA PAINTED PT-02 D12 GARAGE 11 NA HINGED- N 3'-0" 7'-0" R 1 3/4" SC WOOD WD HW-2 NA PAINTED PT-02-GLASS SINGLE PANE GLASS TO BE LOW E- FIXED TEMPERED DOOR HARDWARE SCHEDULE D13 PLAY ROOM 13 NA HINGED N 2'-6" 7'-0" L 1 3/4" SC WOOD WD HW-1 NA PAINTED PT-02 ITEM 1QTY/DOOR1 MANUFACTURER I MODEL FINISH REMARKS IMAGE HW-1.:INTERIOR PASSAGE FUNCTION-SWING DOOR E1 LIVING/DINING/KITCHEN 09 CUSTOM 0.3 0.22 0.39 <0.3 3'-0" 6'-10 1/4" L 13/4" SC WOOD WD HW-3 TYPE A CEDAR EXTERIOR /PAINT ENTRY DOOR. GLASS TO BE LOW E- LEVER AND ROSETTE 1 PR BALDWIN TUBE RESERVE SATIN BLACK INCLUDES ROUND PT-02 INTERIOR TEMPERED(TO MATCH OTHER DOORS) LEVER TUB CRR 190 ROSETTE MARVIN ULTIMATE "PER DOOR �r WOOD INTERIOR - BLACK IN OR SIMILAR 1040.190 SATIN BLACK E2 OR APPROVED 0.3 0.22 0.39 <0.3 FOLDING N 10 -8 1/4 7 -0 1 3/4 SC WOOD WD HW-4 TYPE B LIFT OFF HINGE 3* BALDWIN HEIGHT AND KEY PLAN EXTERIOR GLASS TO BE LOW E-TEMPERED WEIGHT � EQUAL REQUIREMENTS MARVIN ULTIMATE HINGED WOOD INTERIOR-BLACK CONFIRM WITH E3 SUN ROOM 08 OR APPROVED 0.3 0.22 0.39 <0.3 N 5'-6" 7'-0" R 1 3/4" SC WOOD WD HW-4 TYPE C GLASS TO BE LOW E-TEMPERED DOOR STOP 1 BALDWIN OR SIMILAR 4000.190 SATIN BLACK UNDERCUT EQUAL DOUBLE EXTERIOR LOCATE IN FIELD MARVIN ULTIMATE WITH ARCHITECT E4 SUN ROOM 08 OR APPROVED 0.3 0.22 0.39 <0.3 HINGED N 5'-6" 7'-0" R 13/4" SC WOOD WD HW-4 TYPE C WOOD INTERIOR-BLACK GLASS TO BE LOW E-TEMPERED DOOR SILENCER 3 IVES SR65 WHITE DOUBLE HW-2:INTERIOR PRIVACY FUNCTION-SWING DOOR EQUAL EXTERIOR MARVIN ULTIMATE HINGED- SATIN BLACK R BALDWIN LEVER AND ROSETTE 1 PTUBE RESERVE INCLUDES ROUND E5 BEDROOM 1 04 OR APPROVED 0.3 0.22 0.39 <0.3 FIXED N 4'-6" 7'-0" L 13/4" SC WOOD WD HW-4 TYPE C EXTERIOR WOOD INTERIOR-BLACK GLASS TO BE LOW E-TEMPERED LEVER TUB CRR 260 ROSETTE EQUAL PER DOOR MARVIN ULTIMATE LIFT OFF HINGE W BALDWIN 1040.190 SATIN BLACK HEIGHT AND WOOD INTERIOR-BLACK WEIGHT E6 GARAGE 11 OR APPROVED 0.3 0.22 0.39 <0.3 HINGED N 3'-0" 6'-8" L 13/4" SC WOOD WD HW-4 TYPE A GLASS TO BE LOW E-TEMPERED REQUIREMENTS EQUAL EXTERIOR CONFIRM WITH GD1 GARAGE 11 MARVIN OR 03 0.22 0.39 <0.3 MOTOR 8'-0" 6'-8" 1 3/4" SC WOOD WD N/A N/A GRAPHITE FROSTED GLASS DOOR STOP 1 BALDWIN 4000.190 SATIN BLACK UNDERCUT; APPROVED EQUAL LOCATE IN FIELD MARVIN OR WITH ARCHITECT GD1 GARAGE 11 03 0.22 0.39 <0.3 MOTOR 8'-0" APPROVED EQUAL 6'-8" 13/4 SC WOOD WD N/A N/A GRAPHITE FROSTED GLASS DOOR SILENCER 3 IVES SR65 WHITE HW-03 PRIVACY FUCTION-EXTERIOR PIVOT FRONT DOOR �LAKESHORE LEVER AND ROSETTE 1 PR BALDWIN ENTRANCE TRIM SATIN BLACK 6974.190 ENTR LEVER SPINDLE 1 BALDWIN 0522.004.A STEEL WINDOW LEGEND MORTISE LOCKSET 1 BALDWIN 6301.190.E SATIN BLACK LIFTOFF HINGE W BALDWIN 145.190.1 SATIN BLACK 4 -- / / PIVOT HINGE 1 SET RIXON Model TBD SATIN BLACK 2'-9 1/2, 2'-911 HW-4-4:PRIVACY FUNCTION-BY DOOR MANUFACTURER 2'-9 /2" / MARVIN- i CONTEMPORARY LEVER MULTI-LOCK ACTIVE PANEL MATTE BLACK ACTIVE EXTERIOR HANDLE SET ON ACTIVE PANEL KEYED I MATTE BLACK ACTIVE INTERIOR HANDLE SET ON ACTIVE PANEL VIEW o I' o q \� a ;1D MATTE BLACK ADJUSTABLE HINGES -- - 6 07/23/2022 Issued for Filing 5 05/27/2022 Issued for Filing �- IN �� N TEMPERED I�� ..--^�. TEMPERED 4 05/13/2022 Issued for Contract 9'-0° 1'-6" 2'-B" �, 3'-0" WINDOW NOTES 3 04/05/2022 Issued for Filing Element ID *1T-�R W1 W3 W4 W5 Wg W7 W8 '� '� W10 'r � W11 '�' Quantity 1 5 1 1 5 1 3 3 1 1 2 07/02/2021 Issued for Bid TYPE FIXED CASEMENT FIXED FIXED CASEMENT FIXED CASEMENT CASEMENT FIXED FIXED 1 04/12/2021 Issued for Review LOWER PORTION TO BE TEMPERED LOWER PORTION TO BE OWER PORTION TO BE TEMPERED OWER PORTION TO BE TEMPERED 1. REFER TO ARCHITECTURAL DRAWINGS&DETAILS FOR GLASS.GROUP OF 5 EQUAL TEMPERED GLASS.GROUP OF 5 GLASS.GROUP OF 3 EQUAL GLASS.GROUP OF 3 EQUAL STARPHIRE 1/2"LOW E. STARPHIRE 1/2"LOW E ADDITIONAL INFORMATION. ISSUE DATE DESCRIPTION NOTES WINDOWS.GANG TOGETHER AS COORDINATE WITH BACKSPLASH TEMPERED GLASS EQUAL WINDOWS.GANG TEMPERED GLASS WINDOWS.GANG TOGETHER AS WINDOWS.GANG TOGETHER AS TEMPERED GLASS. TEMPERED GLASS. REQUIRED. TOGETHER AS REQUIRED. REQUIRED. REQUIRED. EGRESSINFO 5'-4"X2'91/2"14.9 SQ FT 5'-4"X2'51/2"14.9 SQ FT 5'-4"X2'91/2"14.9 SQ FT 5'-4"X2'91/2"14.9 SQ FT 2. VERIFY ALL DIMENSIONS IN FIELD PRIOR TO WINDOW SCHEDULE FABRICATION. DIMENSIONS ABOVE ARE APPROX. FINISH AIR WIDOW SIZE OPENING, FOR PRICING PURPOSES ONLY. ©2022 by Pablo De Miguel Architect PLLC. All rights reserved,This drawing or parts thereof,may not be reproduced in any form without permission, WINDOW# LOCATION MANUFACTURER ASSEMBLY SHGC �- LEAKAGE TYPE QUlTM TI EGRESS INFO FINISH REMARKS 3. ALL WINDOW FRAMES SHALL BE SUPPLIED PRE- U- FACTOR RATE NOMINAL NOMINAL (CFM/SF) WIDTH HEIGHT FINISHED. FINISH PER ARCHITECT'S SPEC; SUBMIT SEAL&SIGNATURE MARVIN ULTIMATE OR SAMPLES FOR APPROVAL. 12 PLAY ROOM 0.3 0.29 0.49 <0.3 FIXED 1 BLACK EXTERIOR/WOOD INTERIOR APPROVED EQUAL 4. MANUFACTURER TO PROVIDE FULL SET OF SHOP \ MARVIN ULTIMATE OR 5'-4" X 2' 91/2" LOWER PORTION TO BE TEMPERED GLASS. GROUP / 1 W1 LIVING APPROVED EQUAL 0.3 0.29 0.49 <0.3 CASEMENT 5 BLACK EXTERIOR/WOOD INTERIOR OF 5 EQUAL WINDOWS. GANG TOGETHER AS DRAWINGS FOR ARCHITECT&GC REVIEW PRIOR TO 14.9 SQ FT REQUIRED. MANUFACTURE. SHOP DRAWINGS SHALL INCLUDE, BUT I I MARVIN ULTIMATE OR NOT BE LIMITED TO, SCALED, DIMENSIONED DRAWINGS W3 KITCHEN APPROVED EQUAL 0.3 0.29 0.49 <0.3 FIXED 1 BLACK EXTERIOR/WOOD INTERIOR COORDINATE WITH BACKSPLASH ILLUSTRATING ALL WINDOW TYPES, OVERALL& \ / MARVIN ULTIMATE OR DETAILED DIMENSIONS, WINDOW COMPONENT DETAILS, W4 MASTER BED 0.3 0.29 0.49 <0.3 FIXED 1 BLACK EXTERIOR/WOOD INTERIOR TEMPERED GLASS APPROVED EQUAL INSTALLATION DETAILS, &ALL HARDWARE NECESSARY MARVIN ULTIMATE OR LOWER PORTION TO BE TEMPERED GLASS. GROUP W5 MASTER BED 0.3 0.29 0.49 <0.3 CASEMENT 5 5'-4" X 2' 5 1/2" BLACK EXTERIOR/WOOD INTERIOR OF 5 EQUAL WINDOWS. GANG TOGETHER AS FOR A COMPLETE, FUNCTIONAL INSTALLATION. Pablo De Miguel AIA NYS Lic.# 031614 ,APPROVED EQUAL 14.9 SQ FT REQUIRED. SHEET NAME: W6 BEDROOM 1 MARVIN ULTIMATE OR 0.3 0.29 0.49 <0.3 FIXED 1 BLACK EXTERIOR/WOOD INTERIOR TEMPERED GLASS 5. ALL GLASS TO S CLEAR LOW-E DOUBLE PANE WINDOW AND DOOR ,APPROVED EQUAL INSULATED GLASS U.N.O. PROVIDE SAMPLE TO MARVIN ULTIMATE OR 5'-4"X 2' 91/2" OWER PORTION TO BE TEMPERED GLASS. GROUP OF ARCHITECT FOR REVIEW&APPROVAL.TEMPERED SCHEDULES W7 BEDROOM 2 APPROVED EQUAL 0.3 0.29 0.49 <0.3 CASEMENT 3 14.9 SQ FT BLACK EXTERIOR/WOOD INTERIOR 3 EQUAL WINDOWS. GANG TOGETHER AS REQUIRED. GLASS SHALL NOT HAVE STAMPED "BUG" CERTIFICATION ON GLASS PANE. INSTEAD, PROVIDE W8 BEDROOM 3 MARVIN ULTIMATE OR 0.3 0.29 0.49 <0.3 CASEMENT 3 5'-4" X 2' 9 1/2" BLACK EXTERIOR/WOOD INTERIOR OWER PORTION TO BE TEMPERED GLASS. GROUP OF REQUIRED CERTIFICATE TO ARCHITECT. DATE: 7/25/22 SCALE: 1' 1'-0", Eli APPROVED EQUAL 14.9 SQ FT 3 EQUAL WINDOWS. GANG TOGETHER AS REQUIRED. 6. ALL HARDWARE TO BE SELECTED BY ARCHITECT FROM Project No.2101 PAGE:2 of 30 W10 BATH 1 NA FIXED 1 BLACK ANODIZED ALUM FRAME STARPHIRE 1/2" LOW E.TEMPERED GLASS . MANUFACTURER'S FULL RANGE, UNLESS OTHERWISE DRAWING No.: W11 MASTER BATH NA FIXED 1 BLACK ANODIZED ALUM FRAME STARPHIRE 1/2" LOW E TEMPERED GLASS . NOTED. MANUFACTURER TO PROVIDE SAMPLES FOR ARCHITECT REVIEW&APPROVAL. A-001 .00 NOTE:TEMPER ALL GLASS PANELS THAT FALL BELOW 18"ABOVE FINISH FLOOR. . CODE T DESCRIPTION ; MANUFACTURER FINISH/MODEL LOCATION REMARKS j IMAGE77- ROMO RESIDENCE ® ® ® HOME RENOVATION WD-01 WOOD FLOORING ENGINEERED NATURAL OIL FIRST FLOOR TO MATCH ARCH. ST-06 WALL TILE TBD GLOSS WHITE BATHROOM#2 CODE QUANTITY i DESCRIPTION MANUFACTURER MODEL ; ROOM LAMP I DIMM j REMARKS IMAGE _ STRAIGHT WIDE RUBBED SAMPLE.LONGER PLANK. EUROPEAN WHITE LEGHTS p j MANUFACTURER OAK_RIFT CUT/ PREFERRED. 3 TBD PREMIUM 7"WIDE PLANKS. n FULLY RECESSED POP-IN 4"ROUND ` G REMODEL 1820 Wells Ave � - LF-0110 ROUND TRIM WAC LIGHTING OR DOWNLIGHT BATHROOMS 3000K YES SEE SPEC SHEET Southold, NY 11971 ADJUSTABLE LED APPROVED EQUAL R4DRDR-F930-WT DOWN LIGHT OWNER: POP-IN 4 ROUND Melissa and Agustin Romo FULLY RECESSED g WD-02 WALL SIDING JAMES HARDIE OR HARDIE SHINGLE ALL EXTERIOR WALL OR APPROVED ST-07 WALL TILE TBD GLOSS WHITE MASTER BATH ROUND TRIM WAC LIGHTING OR REMODEL 1820 Wells Avenue *F ., LF-02 17 ADJUSTABLE LED APPROVED EQUAL R4DRDR-F930-WT DOWNLIGHT ALL 3000K YES SEE SPEC SHEET -' Southold NY 11971 NICHIHA STRAIGHT EDGE EQUAL. DOWN LIGHT T.201.401elissa9355an EAmesssat omo@gmail.com PANEL.COLOR TBD ARCHITECT: LF-03 1 DECORATIVE MASTER BATH 3000K YES Pablo De Miguel Architect PLLC SCONCE 67 35th Street,suite C406 Brooklyn NY 11232 contact:Pablo de Miguel AIA T.646 265 0338 E.pablo@pablodemiguel.com LF-04 1 DECORATIVE BATHROOM 1 3000K YES W www•pablodemiguel.com SCONCE STRUCTURAL ENGINEER: Gilsanz Murray Steficek LLP WD-03 WINDOW l-RIMS AND JAMES HARDIE OR SMOOTH FINISH, EXTERIOR FRAMES OR APPROVED "*� 700 Canal Street, 1st Floor EXTRUDED FRAMES NICHIHA BOARDS COLOR TBD EQUAL. ¢ y Stamford,CT 06902 OR APPROVED ST-08 WALL TILE PORCELANOSA ACERO CALIZA BASEMENT OR APPROVED LF-05 1 DECORATIVE contact:Ken Oen PE EQUAL " 48X48 EQUAL PENDANT LIGHT T.917 428 7716 E.ken.oen@GMSLLP,com W.www.gmsllp.com ry --J f DECORATIVE LF-06 1 PENDANT LIGHT _:_... .. DECORATIVE LF-07 1 PENDANT LIGHT ^i ST-09 KITCHEN COUNTER SILESTONE OR NIEBLA/GREY BASEMENT BATH FLOOR WD-4 TERRACE DECKING N/A GREY IPE WOOD BACK YARD OR APPROVED l r .r CONCRETE AND WALL DECKING EQUAL. DECORATIVE r i LF-08 1 PENDANT LIGHT it LINEAR LED STRIP USE SLIMLINE 7 WD-05 KITCHEN CABINETS BY KITCHEN WHITE MATT KITCHEN,LIVING ROOM OR APPROVED W/ALUMINUM LUMINII.LLX SERIES OR LLX18X2-27K OR CORRIDOR AND MOUNTING n MANUFACTURER EQUAL. LF-09 32 MOUNTING APPROVED EQUAL APPROVED EQUAL MANTEL 3000K YES CHANNEL.FROSTED CHANNEL FOR r COVE LIGHTING LENS s ST-10 FLOOR FIELD TILE PORCELANOSA ACERO CALIZA BASEMENT OR APPROVED 48X48 EQUAL HIDDEN IN COVE. ''; _ RECESSED LINEAR ILUMINII.KENDO S WET LENGTH TO BE VIF. LED WALL WASHER WITH FROSTED - REFER TO 27 LF LIGHT,DAMP LENS.WHITE POWDER KSW=XX 35K VHO LF-10 ENTRANCE 3000K YES DRAWINGS FOR ' APPROX. LISTED,WET AREAS COATED.OR APPROVED F F WH XX DETAIL AND ' LISTED EQUAL APPROX.LINEAR KEY PLAN J p� FEET. I owl F WD 06 FRONT DOOR TBD FRONT DOOR 9 1 , RECESSED WALL �k _ ,.a.• ...4. _ a, .��. _. ,._._ -. �. _ u_ ... LF-11 1 SCONCE 3000K YES PT-01 WALL&CEILING PAINT CEILING:FLAT, CHANTILLY LACE ALL WHERE INDICATED WHITE UNLESS WALLS:EGGSHELL. BY BENJAMIN OTHERWISE i' BENJAMIN MOORE MOORE INDICATED.VERIFY ,r LOW VOC PAINT OR FINAL COLORS ON k SIMILAR. SITE 'i PT-02 TRIM/DOORS PAINT SATIN FINISH. CHANTILLY LACE ALL WHERE INDICATED WHITE UNLESS DECORATIVE BENJAMIN MOORE BY BENJAMIN OTHERWISE LF-12 3 KITCHEN ISLAND 3000K YES C" A PENDANT LOW VOC PAINT OR MOORE INDICATED.VERIFY 1, 1. SIMILAR.COLOR TO FINAL COLORS ON " k0i „„,�, �_ MATCH WALLS SITE PT-03 EXTERIOR TRIMS AND SATIN FINISH. GRAPHITE(TO ALL WHERE INDICATED VERIFY FINAL ST-01 FRONT STOOP NATURAL TBD ENTRANCE AND FRONT OR APPROVED DETAILING BENJAMIN MOORE. MATCH FACADE COLORS ON SITE LF-13 1 DECORATIVE DINING ROOM 3000K YES STONE SLABS YARD EQUAL. COLOR) PENDANT GL-01 ALL EXTERIOR/INTERIOR REFER TO FRAMED GLASS WINDOW AND LF-14 2X4' LED CABINET AND WAC LIGHTING OR LS-LED LAUNDRY AND COAT 3000K NO DOOR SCHEDULE NICHE LIGHTING APPROVED EQUAL CLOSETS ” GL-02 GLASS HANDRAIL TERRACE BEDROOM GL-06 SHOWER ENCLOSURE 1/2"STARPHIRE MASTER BATH 12V 3000K LED 18" ST-02 NATURAL STONE TBD RETAINING WALLS AND OR APPROVED KICHLER OR APPROVED HARDSCAPE CLADDING EXPOSED FOUNDATIONS EQUAL. "� - LF-15 TBD LED ACCENT LIGHT EXTERIOR STEPS 3000K NO -- �: :�;-;,^�: _ EQUAL TEXTURED BLACK � -,. w+-f ' GL-07 SHOWER ENCLOSURE 1/2"STARPHIRE BATHROOM#2 %tet FLAT EDGE GL-03 CLEAR MIRROR TBD MASTER BATH LED SURFACE CEILING AND WALL LUMINAIRE WITH 3- ` ,�--- SURFACE BEGA/LIMBURG OR PLY OPAL GLASS 07/23/2022 Issued for Filing LF-16 4 "MOUNTED APPROVED EQUAL BASEMENT 300oK YES 16DIAMETER 5 05/27/2022 Issued for Filing 23299 4 05/13/2022 Issued for Contract 04/05/2022 Issued for Filing ST-03 FLOOR TILE CLE TILE TBD MASTER BATH OR APPROVED 2 07/02/2021 Issued for Bid EQUAL. 1 04/12/2021 Issued for Review 3 LF-17 1 SURFACE MOUNTED TBD PANTRY/STORAGE 3000K NO ISSUE DATE DESCRIPTION C-Series 10W 60 f Degree 3000K In- ©2022 by Pablo De Miguel Architect PLLC. EXTERIOR.FLOOR KICHLER OR APPROVED Ground Centennial All rights reserved.This drawing or parts thereof,may LF-18 TBD LIGHTS EQUAL Brass 16228CBR30 DECK 3000K NO not be reproduced in any form without permission. .r 'i SEAL&SIGNATURE ST-04 FLOOR TILE CLE TILE TBD BATHROOM#2 --- ��kSD ARC 4E Al, �F r G i 0316 Foy It,a� ST-05 FLOOR TILE PORCELANOSA ACERO CALIZA BASEMENT BATH OR APPROVED Pablo De Miguel AIA NYS Lic.# 031614 48X48 EQUAL -� SHEET NAME: FINISH AND LIGHT FIXTURE SCHEDULES r v� DATE:7/25/22 SCALE: Project No.2101 PAGE:3 of 30 DRAWING No.: A-002.00 MATER BATH AND BATHROOM 2 ALL BATHROOMS ROMO RESIDENCE HOME RENOVATION Quantity Quantity Reserved Quantity B/0 Unit Price Net Amount CODE DESCRIPTION I MANUFACTURER ; LOCATION �.r REMARKS I IMAGE Quantity Quantity Reserved Quantity B/0 Unit Price Quantity Quantity Reserved Quantity B/0 Unit Price EL-01 LIGHT SWITCH LUTRON-DIVA SEE DRAWING Refer to Drawing set for 2.000 UN 0.00 2.000 71.50 $143.00 2.000 UN 0.00 2.000 35.17 3.000 UN 0,00 3.000 49.47 proposed locations.GC ' WITH DIMMERWHITE DESIGNER SERIES to VIF USA MON RONDO PB C/INV PART EXT CROMOOUND SUPPLY ELBOW W/HANDSHOWER HOLDER . . NANTES ROLL HOLDER WITHOUT COVER R 100224956 100121348gf., . 100042519 1820 Wells Ave r Southold, NY 11971 OWNER: EL-02 LIGHT SWITCH LUTRON-DIVA SEE DRAWING Refer to Drawing set for Melissa and Agustin Romo Quantity Quantity Reserved Quantity B/0 Unit Price Quantity Quantity Reserved Quantity B/0 Unit Price Quantity Quantity Reserved TYP WHITE-DESIGNER proposed locations.GC 1820 Wells Avenue y Quantity B/0 Unit Price 2,000 UN 0.00 2.000 99.00 2.000 USERIES-GLOSS to VIFN 0.00 2.000 32.97 4.000 UN 0,00 4,000 110.00 j Southold NY 11971 3 contact: Melissa and Agustin Romo USA PROJECT LINE PB CON INVERSOR ROUND SINGLE FUNCTION HANDSHOWER NANTES 23 5/8"TOWEL BAR T.201.401.9355 E. melissatromo@gmaihcom 100160440 100067714 100042517 `'� ,,.. I, ARCHITECT: Pablo De Miguel Architect PLLC EL-03 OUTLET TYP. LUTRON-DIVA SEE DRAWING Refer to Drawing set for 67 35th Street,suite C406 Brooklyn NY 11232 WHITE-DESIGNER proposed locations.GC SERIES-GLOSS to VIF contact:Pablo de Miguel AIA 1 T.646 265 0338 E.pablo®pablodemiguel.com Quantity Quantity Reserved Quantity B/0 Unit Price Quantity Quantity Reserved Quantity B/0 Unit Price Quantity QuantityReserved y • W.www.pablodemiguel.com 2.000 UN 0.00 2.000 60.50 2.000 UN 0.00 2.000 25.27 Quantity B/0 Unit Price 4.000 UN 0.00 4.000 30.22 1 1 STRUCTURAL ENGINEER: ROUND 15" HORIZONTAL SHOWER ARM CHROME 59-1/16" FLEXI SHOWER HOSE NANTES ROBE HOOK _ - - - Gilsanz Murray Steficek LLP 100065585 _ 100144963 100042515 --- 700 Canal Street, 1 st Floor EL-04 OUTLET WITH LUTRON-DIVA KITCHEN, LOCATION TO BE VLF Stamford,CT 06902 i y � i _ - `"'~ DUAL USB WHITE-DESIGNER OFFICE, contact:Ken Oen PE CONNECTIONS SERIES-GLOSS MASTER T-9174287716 E.ken.oen@GMSLLP.com BEDROOM I I W.www.gmsllp.com QuantityQuantity Reserved Quantity Quantity Reserved Quantity B/0 Unit Price i aQ y Quantity B/0 Unit Price Quantity Quantity Reserved Quantity B/0 Unit Price 3.000 UN 0.00 3.000 418,00 1 t 2.000 UN. 0.00 2.000 104,50 2.000 UN 0.00 2.000 720.00 ARQUITECT ONE PIECE TOILET ROUND 8" RAIN SHOWER HEADM.B.C.LAST 90X52 BPS USA BLANCO SNOW L _ yy 100111657y, 100064923 r<�>y��;�=ittt'}'�j, J,d 100263355 EL-05 OUTLET WET LUTRON-DIVA SEE DRAWING Refer to Drawing set for +'/j}��lt',•..�'_ - We have to decide which color,blanco snow or Olmo ONE PER BATHROOM REAS GFCI WHITE-DESIGNER proposed locations.GC • Comments:SAP MATERIAL 0000000700027060;FRONT FINISH BLANCO SNOW;HAND/HINGES POS (2 IN MASTER BATH) SERIES to VIF t 1 NO HANDING;FAMILY BLA;ARTICLE 2005 90 USA;WIDTH 900.00 mm;GD_FINISH LAMINADO USA;N r_a 2005090N;NEXT HANDLE INTEGRATED HANDLE -� • F. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Quantity Quantity Reserved Quantity B/0 Unit Price I 57000 6 00 3 000 UN 0. . . I I Quantity Quantity Reserved Quantity B/0 Unit Price 3. j SHOWER DRAIN X2 I 2.000 UN 0.00 2.000 805.50 USA TOILET BOWL WAX GASKET �* ,A' A EL-06 CABLE LUTRON-DIVA SEE DRAWING Refer to Drawing set for M.B.C.ENC.LAST 90,4 N29002 KRION W/OV 100151100 �� "s RECEPTACLE WHITE-DESIGNER proposed locations.GC ISERIES 100282111 to VIF L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I �, ;;•A: Comments:SAP MATERIAL 0000000700009499;SQUARE METRES 0.4430 m2;WOODWORK TIMES RANGE FROM 0,3 TO 0,6 M2;FAMILY KRION WORKTOP;ARTICLE ENC.KRION;WIDTH 904.00 mm;LAYOUT NUMBER 90B LAST;GD FINISH Quantity Quantity Reserved Quantity B/0 Unit Price Krion Blanco 1100;DEPTH 490.0 mm;MARBLE/KRION RANGE LAST-SIDE-UP;BASINS NUMBER 1 BASIN;MARBLE BASIN BASIN 45X30 KRION ICT/TAP OFLW;WEIGHT 8,859;GD KEA CODE G;KRION/MARBLE WORKTOPS HEIGHT R FROM 29 2.000 UN 0.00 2.000 165.00 15/16"TO 41 3/4';KRION/MARBL WTOP BASN SURCHARG SOTTO 1 BASIN KRION W/OVERFLO;SURCHARGE FONDOS ENC.KRION-MA NO BOTTOM REDUCTION;KRION/MARBLE WORKTOPS DEPTH RA FROM 363 TO 500 MM;MAXIMUM USA SINGLE CONTROUND LAVAT. FAUCET CHR EL-09 RECESSED BOCCI KITCHEN Refer to Drawing set for . " WIDTH 1060 mm;MINIMUM WIDTH 761 mm;CICLO WORKTOP BASIN SURCHARGE WITHOUT MECHANIZATION OUTLET 22 Alternate ISLAND SIDE proposed locations.GC 100224927 White to VIF r, In stock _ I•, '`! KEY PLAN r „ EL-10 FLOOR OUTLET RACO RECESSED SEE DRAWING Refer to Drawing set for 18 CUBIC-INCH proposed locations.GC BATHROOM 3 Quantity Quantity Reserved Quantity B/0 Unit Price ROUND FLOOR to VIF 2.000 UN 0.00 2,000 44.52 ^ BOX.NICKEL ' PLATED COVER.OR Quantity Quantity Reserved Quantity B 10 Unit Price Quantity Quantity Reserved Quantity B/0 Unit Price CLICKER DRAIN SINKS WITH OR W/O OVERFLOW APPROVED EQUAL 1.000 U0 1.000 60.50 N 0.0100207650 . 3.000 UN 0.00 3.000 49.47 In stock NANTES ROLL HOLDER WITHOUT COVER ROUND 15" HORIZONTAL SHOWER ARM CHROME 100042519 100065585 Downstairs bathroom I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0rtV�1g� R BAT Quantity Quantity Reserved Quantity B/0 Unit Price KITCHEN �ve�r�LPq �i deserved Quantity B/0 Unit Price Net Amount ty 1.000 UN' 0.00 1.000 630.00 $630.00 1.000 UN 0.00 1.000 214.50 3 3 WAYS/ KNOBS CH M.B.C.LAST 60X52 BPS USA 13LANC0 SNOW L USA URBAN TRIM THERM. ":..�-: 100263350 100104972 aff� I We have to decide which color,blanco snow or Olmo Downstairs bathroom I FAUCET:XXXX j Comments:SAP MATERIAL 000000070002702:1;FRONT FINISH BLANCO SNOW;HAND/HINGES POSITION NO HINGES/ I SINK:XXXX NO HANDING;FAMILY BLA;ARTICLE 2005 60 U'SA;WIDTH 600.00 mm;GD_FINISH LAMINADO USA;MODULES I 2005060N;NEXT HANDLE INTEGRATED HANDLE Quantity Quantity Reserved Quantity B/0 Unit Price L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Quantity Quantity Reserved Quantity B/0 Unit Price 1.000 UN 0.00 1.000 434.50 1.000 UN 0.00 1.000 715.50 USA THERM. ROUGH-IN VALV 3 WAYS 3H 3/4" M.B.C.ENC.LAST 60,4 N29019 KRION W/OV 100238813 100282113 Downstairs bathroom Downstairs bathroom 6 07/23/2022 Issued for Filing Comments:SAP MATERIAL 0000000700009489;SQUARE METRES 0"2960 m2;Wo0DWORKTIMES RANGE FROM 0,1 a xr `'t rd 5 05/27/2022 Issued for Filing TO 0,3 M2;FAMILY KRION WORKTOP;ARTICLE GNC.KRION;WIDTH 604.00 mm;LAYOUT NUMBER 60B LAST;GD FINISH 4 05/13/2022 Issued for Contract Krion Blanco 1100;DEPTH 490.0 mm;MARBLE/KRION RANGE LAST-SIDE-UP;BASINS NUMBER 1 BASIN;MARBLE BASIN BASIN 45X30 KRION 1CT/TAP OFLW;WEIGHT 5.919;GD KEA CODE G;KRION/MARBLE WORKTOPS HEIGHT R FROM 18 ?` Quantity Quantity Reserved Quantity B/0 Unit Price 3 04/05/2022 Issued for Filing 1/8"TO 29 15/16";KRION/MARBL WTOP BASN SURCHARG SOTTO 1 BASIN KRION W/OVERFLO;SURCHARGE FONDOS 1.000 UN 0.00 1.000 32.97 2 07/02!2021 Issued for Bid ENC.KRION-MA NO BOTTOM REDUCTION;KRION/MARBLE WORKTOPS DEPTH RA FROM 363 TO 500 MM;MAXIMUM WIDTH 760 mm;MINIMUM WIDTH 461 mm;CICLO WORKTOP BASIN SURCHARGE WITHOUT MECHANIZATION 1 04/12/2021 Issued for Review ROUND SINGLE FUNCTION HANDSHOWER Quantity Quantity Reserved Quantity B/0 Unit Price 100067714 ISSUE DATE DESCRIPTION 1.000 UN 0.00 1.000 104.50 Downstairs bathroom ROUND 8" RAIN SHOWER HEAD `` 1•::.•.••. 100064923 +�4,t,�.t•.• ©2022 by Pablo De Miguel Architect PLLC. Downstairs bathroom rYhrl�1��'ti'��' All rights reserved.This drawing or parts thereof,may Quantity Quantity Reserved Quantity B/0 Unit Price not be reproduced in any form without permission. 1.000 UN 0.00 1.000 35.17 " SEAL&SIGNATURE Quantity. Quantity Reserved Quantity B/0 Unit Price ROUND SUPPLY ELBOW W/HANDSHOWER HOLDER 100121348 �kf_D SRC 1.000 UN 0.00 1.000 25.27 Downstairs bathroom 59-1/16" FLEXI SHOWER HOSE 100144963 * jay II Downstairs bathroom .Y F - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � TUB:XXXX Quantity Quantity Reserved Quantity B/0 Unit Price I I 9Tfi of N�-� 1.000 UN 0.00 1.000 60.50 Pablo De Miguel AIA NYS Lic.# 031614 s= L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � USA ROUND TUB SPOUT CHR SHEET NAME: 100229055 PLUMBING AND Downstairs bathroom ELECTRICAL SCHEDULE DATE:7/25/22 SCALE:1, Project No.2101 PAGE:4 of 30 DRAWING No.: A-003.0® Section # Foundation Inspection Complies? Comments/Assumptions & Req.ID ROMO RESIDENCE 303.2.1 'A protective covering is installed to 1❑Com I Section HOME RENOVATION Generated by REScheck-Web Software [FO11]z protect exposed exterior insulation ❑Does Not # Final Inspection Provisions Plans Verified Field Va unified Complies? Comments/Assumptions ■ ;and extends a minimum of 6 in. below & Req.ID Value ® �' , C�r Certificate grade. I❑Not Observable; 402.1.1, Ceiling insulation R-value. R- R- ®Com lies ;See the EnvelopeAssemblies ®Not Applicable ; 402.2.1, i ;❑ Wood ;❑ Wood ;❑Doe shot ;table for value 403.9 (Snow-and ice-melting system controls;❑Complies ;Exception: Requirement is not applicable. 402.2.2, I , [F012]2 installed. ❑Does Not 402.2.6 ;❑ Steel !❑ Steel ❑Not Observable ;❑Not Observable; [FI1]1 ;❑Not Applicable ; Not Applicable ; ! : ; ; 1820 Wells Ave Project 1820 Wells Avenue _ Romo Residence 303.1.1.1, ;Ceiling insulation installed per I ®Complies { Southold, NY 11971 Section 303.2 manufacturer's instructions. k ❑Does Not Energy Code: 203.8 IECC Plans Verified Field Verified , [Fl2] Blown insulation marked eve OWNER; # Framing/ Rough-In Inspection Value Value Complies. Comments/Assumptions 1 300 ftz. every ;❑Not Observable Location: Southold, New York & Req.ID , ;,F-]Not Applicable ; Construction Type: Single-family 402.1.1, Door U factor. ; U U- ;®Complies ;See the Envelope Assemblies 402.2.3 ;Vented attics with air permeable ; Melissa and Agustin Romo Project Type: Alteration 402.3.4 I !❑Does Not ;table for values. P ZComplies ; 1 YP 1820 Wells Avenue [FR1]1 ! ! [FI22]z iinsulation include baffle adjacent , ❑Does Not Orientation: Bldg, faces 0 deg. from North ; ; ;❑Not Observable ; ;to soffit and eave vents that ! Southold NY 11971 ! i ; :extends over insulation. Observable ; contact:Melissa and Agustin Romo Climate Zone: 4 (5572 HDD) ,❑Not Applicable []Not Applicable T.201.401;9355 E.melissatromo@gmail.com Permit Date: 402.1.1, Glazing U-factor(area-weighted ; U- ; U- ;®Complies ;See the Envelope Assemblies 402.2.4 ,Attic access hatch and door R- R- ;®Com lies ARCHITECT: 402.3.1, 1 average). ! ! ; ;table for values. p : Permit Number: g ) :F-]Does Not [FI3]1 I insulation 2-R-value of the ! ; ; 402.3.3, ,❑Does Not 402.5 I ! ;❑Not Observable ; !adjacent assembly. I , Construction Site: Owner/Agent: Designer/Contractor: [FR2]1 ;❑Not Applicable ❑Not Observable Pablo De Miguel Architect PLLC 1820 Wells Avenue Melissa and Agustin Romo Pablo De Miguel Iglesias , ! ; ; ; ; ! ! ; ;❑Not Applicable ; 67 35th Street,suite C406 Southold, NY 11971 1820 Wells Avenue 162 14th Street ( ! i i ! 402.4.1.2 1 Blower door test @ 50 Pa, <=5 ; ACH 50 = ACH 50 = ;❑Complies ; Brooklyn NY 11232 Southold, NY 11971 Brooklyn, NY 11215 303.1.3 IU factors of fenestration products ®Complies ; [FI17]1 lath in Climate Zones 1-2,and I ;❑Does Not contact:Pablo de Miguel AIA ablo ablodemi uel.com [FR4]1 are determined in accordance t ❑ <=3 ach in Climate Zones 3-8. P @P 9 Does Not ; ; ;®Not Observable ; T.646 265 0338 E. pablo@pablodemiguel,com . with the NFRC test procedure or Itaken from the default table. ❑Not Observable www.pablodemiguel.com I I Not Applicable f / 00 f /100 q irement will be met. STRUCTURAL ENGINEER. _ 1 ;Air barrier and thermal barrier ®Com Applicable es (F1127]3 :determine pressure leakage with o ! ftz ! ftz Complies ;Re cml cm ® u' [FR 4.1. t' p , either: Rough-in test:Total , ❑Does Not [FR23]1 installed per manufacturer's k ;❑Does Not Gilsanz Murray Steficek LLP ;instructions. l ilea kage measured with a ;❑Not Observable pressure differential of 0.1 inch ! I ;❑Not Applicable 700 Canal Street, 1st Floor � e ![:]Not Observable ; Stamford,CT 06902 ❑Not Applicable Iw.g.across the system including contact:Ken Con PE Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade 402.4.3 ;Fenestration that is not site built ) ®Complies Ithe manufacturer's air handler ; ; ; ; T.917 428 7716 E.ken.oen@GMSLLP.com assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. [FR20] !is listed and labeled as meetingF ; enclosure if installed at time of 1 !test. Postconstruction test:Total W.www.gmsllp.com ❑Does Not AAMA/WDMA/CSA 101/1.5.2/4440; or has infiltration rates per NFRC ( '❑Not Observable leakage measured with a 1400 that do not exceed code ❑Not Applicable :pressure differential of 0.1 inch Envelope Assemblies Ilim F : ;w.g. across the entire system air . - handler enclosure. p „ . 5 res; ®Complies 1 including its. ing the manufacturer's 402 4. IC rated recessed lighting fixtures ;: • , j. . ; [FR16]2 (sealed at housing/interior finish i []Does Not ;. and labeled to indicate <_2.0 cfm ; i 403.3.4 Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;®Complies :Requirement will be met. I ;leakage at 75 Pa. ; ❑Not Observable [F14]1 I cfm/100 ft2 across the system or ftz ftz ❑Does Not - ; ❑Not Applicable ; ;<=3 cfm/100 ft2 without air Ceiling: Flat Ceiling or Scissor Truss h ❑Not Observable -" '-- - 403.3.1 'Su I and return ducts in attics ' ZICom `R {handler @ 25 Pa. For rough in ; ; ; Exemption: Framing cavity filled with insulation ��- �-� i Supply , plies :Requirement will be met, i � � �❑Not Applicable 1 ❑Does Not tests,verification may need to pp [FR12] insulated >= R 8 where duct is ! SOUTH WALL:Wood Frame, 16" o.c. >= 3 inches in diameter and >= ! ;occur during Framing Inspection. Orientation: Unspecified --- - --- --- --- - -- R-6 where< 3 inches. Supply and; ❑Not Observable ; 403.3.2.1 :Air handler leakage designated ; ;F(7Complies ;Requirement will be met. Exemption: Framing cavity filled with insulation ;return ducts in other portions of ;❑Not Applicable ; [FI24]1 :by manufacturer at<=2%of ! +❑Does Not E5: Glass Door(over 50%glazing) !the building insulated >= R-6 for j design air flow. y ! SHGC: 0.22 49 0.300 0.320 15 16 !diameter>= 3 inches and R-4.2 ; �❑Not Observable Orientation: Unspecified !for< 3 inches in diameter. I ! ! : ! ;❑Not Applicable W5:Wood Frame 403.3.2 Ducts, air handlers and filter ; 403.1.1 Programmable thermostats ;®Com lies Requirement will be met. SHGC: 0.29 93 0.300 0.320 28 30 1 �1Complies Requirement will be met. [F19]z installed for control of primary I ❑DoesNot q P [FR13] poxes are sealed with j ;❑Does Not ; ;heating and cooling systems and ; Orientation: Unspecified Ij ints/seams compliant with ' !International Observable ;initially set by manufacturer to ❑Not Observable , EAST WALL:Wood Frame, 16' o.c. Mechanical Code or , !codes ❑Not Applicable Orientation: Unspecified __ !International Residential Code,as: ,❑Not Applicable specifications. I pp -- --- --- --- --- --- Exemption: Framing cavity filled with insulation !applicable. 403.1.2 ;Heat pump thermostat installed ;]Complies Door: Solid Door(under 50%glazing) 403.3.5 Building cavities are not used as :&Complies :Requirement will be met. [F]10]2 ion heat pumps. ett j❑Does Not Orientation: Unspecified 35 0.300 0.320 11 11 [FR15]3 !ducts or plenums. i ; I t ❑Does Not Wl: Wood Frame `�, ;❑Not Observable ; []Not Observable ❑Not Applicable SHGC: 0.29 105 0.300 0.320 32 34 ❑Not Applicable 403.5.1 ;Circulating service hot water ! Complies ;Requirement will be met. Orientation: Unspecified 403.3.6(1,1 Ducts partially or completely ;®Complies ;Requirement will be met. [FI11]z systems have automatic or I�Does Not W8: Wood Frame 2) !buried in ceiling insulation have [ ;❑Does Not ;accessible manual controls. SHGC: 0.29 63 0.300 0.320 19 20 [FR26]3 j an insulation R-value not less j : r ❑Not Observable ; Orientation: Unspecified Q1 !than R-8,the sum of the ceiling ❑Not Observable ', I ; j❑Not Applicable I insulation R-value against and ;❑Not Applicable above the top of the duct,and KEY PLAN !against and below the bottom of Project Title: 1820 Wells Avenue_Romo Residence Report date; 07/23/22 :the duct, is >=than R-19, f ; Data filename: Page 1 of10 :excluding the R-value of the duct Section insulation. [ # Final Inspection Provisions Plans Verified Field Verified p Value Value Complies. Comments/Assumptions & Req.ID 403,6.1 ;All mechanical ventilation system; Complies ; [F125]2 !fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy land airflow limits per Table ; ❑Not Observable Section I R403.6.1. : ;❑Not Applicable Framing Rough-In In In p ctio PlansVerified Field ed Complies? Comments/Assumptions 12 ] g q irement will be met. oes Not # F ng/ ugh- s e n Verif' 'eld Verifi m 1' � 403 2 1 Hot water boilers supplying heat ; ;�1Complies 'Re u' & Req.ID Value Value [F 6 z through one-or two-pipe heating ❑p 403.3.7 ;Ducts declared to be within the !®Com lies ;Re uirement will be met. ;systems have outdoor setback P q '❑Not Observable [FR28]3 !conditioned space are either 1) ! I❑Does Not I icontrol to lower boiler water temperature based on outdoor ❑Not Applicable W7: Wood Frame , completely within the continuous i i air barrier and within the building '❑Not Observable ; !temperature. i : SHGC: 0.29 63 0.300 0.320 19 20 !thermal envelope, 2) buried ! ;❑Not Applicable ; 403.5.1.1 ;Heated water circulation systems 'R]Complies ;Requirement will be met. Orientation: Unspecified :within ceiling insulation in [F128]2 have a circulation pump.The '❑Does Not W6: Wood Frame accordance with Section ; ; I system return pipe is a dedicated; ! SHGC: 0.29 10 0.300 0.320 3 3 I R403.3.6 and the air handler is E 1 return pipe or a cold water supply; ❑Not Observable ; Orientation: Unspecified ;located completely within the ! pipe.Gravity and thermos- T❑Not Applicable WEST WALL:Wood Frame, 16" o.c. !continuous air barrier and within ; ; syphon circulation systems are b 1 Orientation: Unspecified ___ ___ ___ .__ ___ ___ ___ the building thermal envelope 4 i i not present.Controls for t: Exemption: Framing cavity filled with insulation ;and the duct leakage is<= 1.5 0 circulating hot water system ;cfm/100 square feet of pumps start the pump with signal E4: Glass Door(over 50%glazing) !conditioned floor area served by I ; ; ;for hot water demand within the j SHGC: 0.22 38 0.300 0.320 12 12 the duct system, or 3) the ceiling ; ! ! !occupancy. Controls Orientation: Unspecified !insulation R-value installed i automatically turn off the pump ! E3: Glass Door(over 50%glazing) :against and above the insulated when water is in circulation loop SHGC; 0.22 38 0.300 0.320 12 12 !duct >= to the proposed ceiling i !is at set-point temperature and #. Orientation: Unspecified 1 insulation R-value, less the R- ; !no demand for hot water exists. E2: Glass Door(over 50%glazing) !value of the insulation on the 403.5.1.2 !Electric heat trace systems ;®Complies ;Requirement will be met. SHGC: 0.22 77 0.300 0.320 23 25 403.4 ;HVAC piping conveying fluids ; R- ; R- ;®Complies :Requirement will be met. [F129]z !comply with IEEE 515.1 or UL ❑Does Not Orientation: Unspecified (FR17jz !above 105 QF or chilled fluids ! I !❑Does Not ;515.Controls automatically Q ! ! i ! !adjust the energy in I ❑Not Observable , W4: Wood Frame * ) ,below 55 Fare insulated to aR- � 1 gy ' put to the , ;❑Not Observable i❑Not Applicable 3, ,heat tracing to maintain the I pp'cable SHGC: 0.29 10 0.300 0.320 3 3 i ;❑Not Applicable desired water temperature in the ! Orientation: Unspecified piping. SOr�entat Orientation: Unspecified Frame, 16"o.c. R24]1 P P�egtion of insulation on HVAC . ❑poesPNot lies Requirement will be met. 30]? 'systems recirculation have controls tater Complies 40 Exemption: Framing cavity filled with insulation l: ;[]Not Observable [Fl I y [ ❑Does Not k ;manage operation of the pump Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other # ;❑Not Applicable ; :and limit the temperature of the ;❑Not Observable 6 07/23/2022 Issued for Filing calculations submitted with the permit application.The proposed buil as peen designed to meet the 2018 IECC requirements in 403.5.3 Hot water pipes are insulated to ; R- ; R- :gComplies ;Requirement will be met. water entering the cold water t ❑Not Applicable REScheck Version : REScheck-Web and to comply with the mandato requir nents listed in the REScheck Inspection Checklist. [FR18]z !>_R-3. I ❑Does Not ;piping to<= 1049F. 5 05/27/2022 Issued for Filing i I i 403.5.4 I Drain water heat recovery units ; 7.23.2022 ; � � �❑Not Observable � z , ry Complies ,Requirement will be met. 4 05/13/2022 Issued for Contract [F[31] !tested in accordance with CSA ❑Does Not 3 04/05/2022 Issued for Filing ❑Not Applicable 855.1. Potable water-side ! Name-Title ignature Date 403.6 ;Automatic or gravity dampers are F. gComplies ; !pressure loss of drain water heat ❑Not Observable ; 2 07/02/2021 Issued for Bid [FR19]2 I installed on all outdoor air . ❑Does Not recovery units < 3 psi for ! ;❑Not Applicable 1 04/12/2021 Issued for Review !intakes and exhausts. individual units connected to one ! ! ❑Not Observable :or two showers. Potable water- ❑Not Applicable ; :side pressure loss of drain water i ISSUE DATE DESCRIPTION Additional Comments/Assumptions: heat recovery units < 2 psi for I ; REScheck Software Vers on REScheck-Web ;individual units connected to Checklist .three or more showers. �1 S pact'®� �r �C��I S� 404.1 190%or more of permanent ; ®Complies ;Requirement will be met. [F1611 fixtures have high efficacy lamps.! ;❑Does Not @ 2022 by Pablo De Miguel Architect PLLC. '❑Not Observable All rights reserved.This drawing or parts thereof,may Energy Code: 2018 IECC Section Plans Verified Field Verified ! I ; not be reproduced in any form without permission. # Insulation Inspection Complies? Comments/Assumptions 1 R ,❑Not Applicable Requirements: 57.0% were addressed directly in the REScheck software & Req.ID Value Value 404.1.1 'Fuel gas lighting systems have ®Complies ;Requirement will be met. SEAL&SIGNATURE Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each 303.1 !All installed insulation is labeled ®Complies j [F123]3 i no continuous pilot light. ❑Does Not requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception [IN13jz or the installed R-values f ❑Does Not I ❑Not Observable ; �V-D Ate? is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. , provided. ; ;❑Not observable ; j ;❑Not Applicable tip DE 'F-]Not Applicable 401.3 ;Compliance certificate posted. G G� F� Section P P ;KIComplies 4� Plans Verified Field Verified 402.1.1, !Wall insulation R-value. If this is a; R- R ;®Complies ;See the Envelope Assemblies [F171z I ;❑Does Not Q # Pre-Inspection/Plan Review Value Value Complies. Comments/Assumptions 402.2.5, I mass wall with at least 1/z of the : 'table for values. ❑ Wood ❑ Wood :❑Does Not & Req.ID []Not Observable 402.2.6 wall insulation on the wall ;❑ Mass I❑ 1 103.1, !Construction drawings and ! ®Com lies ; 1 Mass ;❑Not Observable ; ❑Not Applicable 9 P [IN3j exterior,the exterior insulation , 103.2 documentation demonstrate !❑Does Not requirement applies (FR10). ; Steel i❑ Steel ;❑Not Applicable ; [PR1]1 :energy code compliance for the building envelope.Thermal I ❑Not Observable ; i , ,9 ,O !envelope represented on ❑Not Applicable ; �T C�1S1� 303.2 Wall insulation is installed per ;Q�]Complies F FN ;construction documents. ; 1 I [IN4] i manufacturer's instructions. �❑Does Not 103.1, ;Construction drawings and : ®Complies ;Requirement will be met. ! Section Plans Verified Field Verified Pablo De Miguel AIA NYS Lic.# 031614 103.2, (documentation demonstrate I ! ❑Not Observable ; g ❑Does Not 403.7 ;energy cocle compliance for Location on plans/spec: ! # Final Inspection Provisions Complies. Comments/Assumptions [PR3]1 ;lighting and mechanical systems. I ❑Not Observable I LocaAOOO to 4801 ❑Not Applicable ; & Req.ID Value Value SHEET NAME: 303.3 Manufacturer manuals for Complies Requirement will be met. !Systems serving multiple ❑Not Applicable i [F118] mechanical and water heating !dwelling units must demonstrate ; 3 (systems have been provided. , Does Not ENVELOPE ENERGY (compliance with the IECC ; ; I ❑Not Observable ; COMPLIANCE "Commercial Provisions. F ! ! i ❑Not Applicable 302.1, !Heating and cooling equipment is: Heating: Heating: ;®Complies ;Requirement will be met. Additional Comments/Assumptions: 403.7 !sized per ACCA Manual 5 based ! Btu/hr Btu/hr !❑Does Not [PR2]2 on loads calculated perACCA I ;Manual J or other methods 1 Cooling: Cooling: ;❑Not Observable DATE: 7/25/22 SCALE: 1' !approved by the code official. ; Btu/hr Btu/hr �❑Not Applicable Project No.2101 PAGE:5 of 30 7 DRAWING No.: A-004.00 GENERAL DEMOLITION NOTES: ROMO RESIDENCEHOME RENOVATION PROTECT CONDENSER 1. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS. TO REMAIN 2. THE CONTRACTOR SHALL PERFORM ALL OPERATIONS REMOVE OF DEMOLITION AND REMOVAL INDICATED ON THE REMOVE EXISTING REMOVE EXISTING DECORATIVE BRICK WALLI, MANTEL AND SILL. DRAWINGS AND AS MAY BE REQUIRED BY THE WORK. WINDOW TO BE FILLED MANTEL AND SILL. PROTECT ALL WORK SHALL BE DONE CAREFULLY AND NEATLY, IN PROTECT ALL GAS EXISTING FIRE PLACE CONCEAL EXISTING FIRE PLACE. EQUIPMENT TO REMAIN----N\,, PROTECT WINDOW PROTECT WINDOW A SYSTEMATIC MANNER. 1820 Wells Ave I, 4'-7" I, TO REMAIN TO REMAIN Southold,NY 11971 O REMOVE ALL TRIMS AND GUTTERS. ___ \\ 3. ALL EXISTING SURFACES AND EQUIPMENT TO REMAIN PROTECT EXISTING ROOF ,%' SHALL BE FULLY PROTECTED FROM DAMAGE. THE OWNER: ------------ CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY r ---1 -------- Melissa and Agustin Romo ----' 1820 Wells Avenue REMOVE EXISTING ---- I-------------- I FOR DAMAGE AND SHALL MAKE REPAIRS REQUIRED g ' I i WALL(NON BEARING) 4'-6" 2'-7" PROTECT ALL RETAINING ; WITHOUT ADDITIONAL COST TO THE OWNER. Southold NY 11971 contact:Melissa and Agustin Romo REMOVE ALL TRIMS AND GUTTERS. �; I WALLS TO REMAIN 4. NO DEBRIS SHALL BE ALLOWED TO ACCUMULATE ON g �� „ I I I T.201.401.9355 E.melissatromoC�gmail.com PROTECT EXISTING ROOF q,� E L A A T M ; ' , REMOVE EXISTING THE SITE. DEBRIS SHALL BE REMOVED BY THE ' I ' ' VYNIL WALL CLADDING NEW OPENING CONTRACTOR AS THE JOB PROCEEDS. THE SITE SHALL ARCHITECT: ' L I f PROTECT ALL EXISTING ELECTRICAL , I OUTLETS TO REMAIN i i BE LEFT BROOM CLEAN AT THE COMPLETION OF Pablo De Miguel EXISTING COLUMNS DEMOLITION.ALL MATERIALS TO BE REMOVED AND 67 35th Street,suiteC406 Architect PLLC TO BE RELOCATED iii ' i II' i PROTECT ALL RETAINING Brooklyn NY 11232 (REFER TO STRUCTURAL PLANS) SAVED FOR REUSE, MUST BE KEPT IN A SAFE, DRY o iii i II' I` WALLS TO REMAIN contact:Pablo de Miguel AIA E V I IN , illi , PLACE, WRAPPED AND PROTECTED AS REQUIRED FROM T.646 265 0338 E.pablo@pablodemiguel.com 0 I III = , PROTECT ALL STRUCTURAL REMOVE EXISTING I I DAMAGE. W.www.pablodemiguel.com REMOVE BAY WINDOW. I I , � , RADIATOR , 5. ALL DEMOLITION WORK IS TO COMPLY WITH ALL STRUCTURAL ENGINEER: NEW LARGER OPENING TO RECEIVE DOORS ' III I ELEMENTS TO REMAIN ` i illi I , APPLICABLE FEDERAL, STATE,AND CITY LAWS AND ` I I Gilsanz Murray Steficek LLP REMOVE EXISTING CEILING. ------ I I REGULATIONS. ------- REMOVE EXISTIMG OSET REMOVE EXISTING " 700 Canal Street, 1st Floor PROTECT EXISTING ROOF TO REMAIN ' I 1 Stamford,CT 06902 , 1 6. NOTIFY ARCHITECT OF DISCREPANCIES BETWEEN THE BASE AND TRIM contact:Ken Oen PE v , , I ' DRAWINGS NOTES AND FIELD CONDITIONS BEFORE PROTECT EXISTING POOL I 1 � I REMOVE EXISTING I I T.917 428 7716 E.ken.oenQGMSLLP.com DECK TO REMAIN = R 0 E TI ' VYNIL WALL CLADDING i i i COMMENCING WORK. W.www.gmsllp.com lU D H IX R ili i REMOVE EXISTING i i 7. THE CONSTRUCTION MANAGER AND/OR CONTRACTOR PROTECT EXISTING CONCRETE VYNIL WALL CLADDING i IS TO INSPECT THE SITE AND EXISTING CONDITIONS F__ __ _ F I__ ___ I PLATFORM TO REMAIN I , REMOVE KITCHEN PLUMBING , �� I ' , III , I TOGETHER WITH THE DRAWINGS PRIOR TO THE START FIXTURES, ' _ ' ' ' ' PROTECT WINDOW OF WORK. CABINETS&APPLIANCES. I ---I I I ' ' i i AND DUCTING TOI REMAIN REMOVE EXISTING I 8. AREAS NOT WITHIN THE SCOPE OF WORK SHALL CAP LINES AS REQUIRED. �-; I E O RO F T S ' FLOOR RECEIVE TEMPORARY PROTECTION. PROTECT EXISTING ; EF �i' � I I UR D AW G = I I FRIDGE TO BE REUSED ii ; ' ' ' I i REMOVE EXISTING ; A. SUCH ENCLOSURES SHALL BE FLAME PROOFED REMOVE EXISTING DOOR AND SIDE WALL VYNIL WALL CLADDING WHEN DETERMINED NECESSARY BY THOSE III I I ' ' I i C\' ; I , ' ' CODES IN FORCE AT THE TIME OF REMOVE ALL EXISTING r- , I I E IS G ' LIGHT FIXTURES r- II I , -- - ---T L_-_--- -- I s_,�_� I I CONSTRUCTION. .I I , E RI L Ifli , T S -- -- II 11--__ PR TECTALL EQUIPMENT. I I REMOVE BAY WINDOW. I __ 1 i AN S S B RE D _ ' ii ii ``REMOVE EXISTING ROOM NOT IN THE B. WHEN REQUIRED BY CODE OR PHASING NEW LARGER OPENING TO STEPS--- SCOPE OF WORK , REQUIREMENTS,TEMPORARY PLYWOOD RECEIVE NEW WALLS I PARTITIONS, SECURELY ANCHORED TO THE `III I -8„ o iI PROTECT ALL RETAINING REMOVE EXISTING 11 WALLS TO REMAIN , SLAB ABOVE, SHALL BE ERECTED INCLUDING II II ACUSTICAL CEILING 1 REMOVE EXISTING STEPS I __ __,L__ll I DOORS AND FRAMES FOR THE PROTECTION OF -- --- --- -- --- -- -- -- --- --' i --- - ----- -- - / i OCCUPIED AREAS AND TO INSURE PROPER I — I , I , ' I I I I I __ " MEANS OF EGRESS DURING EMERGENCIES. IF , I I i 1 I I REMOVE ALL PARTITIONS , 1 1 �'�,, r===== REMOVE EXISTING --- ---------I ' ' I ' i i i BASE AND TRIM ' ' PROVIDE RATED ASSEMBLIES AS REQUIRED. ap I I I I DOOR =� I i 1 , ; !_ ! I I� REMOVE EXISTI`NG-`WALL " N _ _____� I I ----- 7 �� C. LOCATION OF TEMPORARY PARTITIONS AND 1 ---- (REFER TO STRUCTURAL bFAWINGS) PROTECT STAIRCASE TO REMAIN " ===== ----- ' '�� REMOVE ALL , „ AREAS OF PROTECTION SHALL BE DONE IN ----------DOWN'--- ----- � I ., � � o . . n _ Eta z CLOSET DOORS CONSULTATION WITH THE OWNER AND THE ' ' I " REMOVE EXISTING " REMOVE ALL 0 Z i I ' i I R DR Z- 11 ARCHITECT. a , I H 1 - CLOSET DOORS DOORS I o I „ REMOVE EXISTING PROTECT WASHER PROTECT ALL RETAINING 9. REMOVE OR RELOCATE ALL WIRING, PLUMBING,AND MECHANICAL EQUIPMENT AFFECTED BY REMOVAL OF -3 -------- 1I I H FLOOR III T AND DRYER TO REMAIN REMOVE EXISTING WALLS'I O REMAIN PARTITIONS. REMOVED PI KEY PLAN --___-_-- " I II ' I ' I i i i i " i ;______F� i II, PROTECT WASHER PARTITION OED PES AND/OR LINES SHALL BE REMOVE ALL PP YMBING FIXTURES, , I I , 1 I REMOVE ALL TRIMS AND GUTTERS. CAP LINE AS REQUIRED. - I I I REMOVE EXISTING-- __J I AND DRYER TO REMAIN F=---- REMOVE EXISTING ------------ CUT TO A POINT OF CONCEALMENT BEHIND OR BELOW 1 , , , , I� PROTECT EXISTING ROOF REMO�/�CEILING, ; I I -ELECTR`14fAL WIRING, OUTLETS' PROTECT CEILING I DQORn FINISH SURFACES,AND SHALL BE PROPERLY CAPPED LIGHT FIXTURF�AND EQUIPMENT o ______________1 -fi /AND SWITC�IES TO BE REPLACED \��� TO REMAIN i i REMOVE EXISTING M I I FLOOR AND CEILING REMOVE EXISTING �� OR PLUGGED. 2'-9" 10'-7" i CLOSET DOORS �, ,IIIA — -�� , „ 10. DEMOLISH ALL EXISTING OBSOLETE COMMUNICATION I I I i, i, I"' �` • %' • f =====-_� ' -------) I I f� ,' 'w AND PHONE LINES. REMOVE ALL POWER AND ELECTRIC I r-----, I ' 1 , , /� ' 'I I I = DEVICES TO ROOT. ' f ' r----------- 1 I, 1 , ------------- REMOVE ALL 1 n e 1 I I I I' ' 11. THE CONTRACTOR SHALL PROVIDE ADEQUATE I I I � 16--- II REMOVE ROOPICANOPY. bo I ; II CLOSET DOORS I I I I L__N _� Ili_ ___=___;1 WEATHER PROTECTION FOR THE BUILDING AND ITS I,_, L__ _J I II I II PATCH ROOF A REQUIRED ---II --___--_ n ; " REMOVE EXISTING ��i I r--Il i i I i 11 i II DOOR CONTENTS DURING THE COURSE OF THE WORK. ALL I I L__�a�__J r._____________ I I OPENINGS IN ANY WALL OR ROOF SHALL BE - H i ii - REMOVE ALL EXISTING -------------- ;; REMOVE EXISTING li J PROTECT ALL GARAGE PROTECTED FROM ALL FORMS OF WEATHER OR WATER 1 I " T FLOOR a PLUMBING FIXTURES. WALLS TO REMAIN PROTECT PLATFORM_ III ; ;I II ' " REMOVE EXISTING CAP LINES AS REQUIRED PENETRATION. ' 12. CONSULT WITH THE ARCHITECT AND OWNER III I , F I jj 1 WINDOW TO BE FILLED REGARDING THE DISPOSITION OF ITEMS TO BE TO REMAIN _ PROTECT WINDOW RETAINED. 1 I I PROTECT CEILING "' `�_-_ -___ , l I -- ' Ir I I TO REMAIN "' TO REMAIN PROTECT WINDOW REMOVE EXISTING STEPS `----- ' 13. BEFORE STARTING DEMOLITION WORK,THE --------------------------------J - I TO REMAIN CONTRACTOR WILL EXAMINE THE STRUCTURAL PROTECT ALL STRUCTURAL CONDITION OF THE BUILDING&PROPERLY SHORE AND �'�' PROTECT VINTAGE VACUM CLEANER ELEMENTS TO REMAIN PROTECT EXISTING LIGHT r REMOVE ALL N 1 BRACE OPENINGS CUT INTO THE EXISTING STRUCTURE _T DOORS - ___==== PLUG TO REMAIN FIXTURES TO REMAIN LO UNDER THIS CONTRACT&OTHERWISE SO THAT NO T REMOVE CEILING AS REQUIRED DAMAGE WILL OCCUR; PROTECT AND BRACE EXISTING REMOVE EXISTING = PROTECT ALL RETAINING TO INSTALL NEW STRUCTURAL MECHANICAL&UTILITY LINES WHERE REQUIRED. ANY 17-1 WINDOW TO BE FILLED % REMOVE ALL REMOVE EXISTING WALLS TO REMAIN PROTECT EXISTING ELEMENTS DEMOLITION WHICH REMOVES OR DEGRADES REMOVE EXISTING M WINDOW TO BE FILLED FLOOR TO REMAIN ill zoo FLOOR DOORS ' STRUCTURAL COMPONENTS MUST BE STRUCTURALLY co " i i PROTECT ALL RETAINING SECURE DURING CONSTRUCTION. REFER TO co ii i i i i i 'I WALLS TO REMAIN ENGINEER'S DRAWINGS. I 'I REMOVE EXISTING ; , T PROTECT CEILING - _ 6 07/23/2022 Issued for Filing REMAIN 1 �I T PR'E3TECT-AL-L STRZTCTORAZ-;'� ;�- ---------------------- TO , PROTECT ALL EQUIPMENT 11 H FLOOR I 117 SYMBOL LEGEND 5 05/27/2022 Issued for Filing TO REMAIN 1,, ;; i 11 �L�f�ENTS TO REMAIN/��, i i ,\\\ II II II `. .' `. I REMOVE EXfSTINGI 4 05/13/2022 Issued for Contract ` `ELECTRIdAL PANEL 3 04/05/2022 Issued for Filing II Fo REMOVE ALL H PROTECT CEILING I EXISTING CONSTRUCTION TO REMAIN 2 07/02/2021 Issued for Bid ` T-- TO BE REPLACED 1 ' H TO REMAIN OPENING FOR NEW WINDOW I x I Id �� I x I ' �\ `� I CLOSET DOORS 11 „ u1 17- 1 04/12/2021 Issued for Review II II — EXISTING PARTITION TO BE REMOVED L--J ,�' � ISSUE DATE DESCRIPTION ' - I w ' I EXISTING DOOR TO BE REMOVED a� ------------ __= ss ------------------ ----- T REMOVE EXISTING GARAGE NOT IN THE SCOPE OF WORK REMOVE EXISTING GARAGE DOORS TO BE REPLACED DOORS TO BE REPLACED ©2022 by Pablo De Miguel Architect PLLC. 13'-6" 5'-5" U-11" 7'-8" INDICATE AREA TO BE REMOVED ® All rights reserved.This drawing or parts thereof,may REMOVE EXISTING REMOVE EXISTING DOOR not be reproduced In any form without permission. 2 WALL FOR NEW OPENING EXISTING NEIGHBOR BUILDING SEAL&SIGNATURE REFER TO STRUCTURAL DRAWINGS PROTECT EXISTING ELECTRICAL METER TO REMIAN p,ell)ARC DE �r ✓�/�..4 f.1 P 9 031 o h uP UP F QF'N Pablo De Miguel AIA NYS Lic.# 031614 SHEET NAME: DEMOLITION PLANS 1 DEMO FIRST FLOOR PLAN 2 DEMO BASEMENT FLOOR PLAN DATE:7/25/22 SCALE: v = 1,-o SCALE: 1/4" = 1'-0" N SCALE: 1/4" = 1 '-0" _ 0' 1' 2' 5' 10' 0' 1' 2' S' 10' Project No.2101 PAGE:6 of 30 DRAWING No.: D-101 .00 FINISH NOTES ROMO RESIDENCE HOME RENOVATION 1. PAINTING OR INTERIOR FINISHING SHALL NOT BE DEVELOPED RATING OF CLASS B. DONE UNDER CONDITIONS WHICH WILL JEOPARDIZE 18. ATTACHMENT AND ADHESIVES FOR INTERIOR 5 THE QUALITY OR APPEARANCE OF SUCH WORK. LOCATIONS, WHICH WILL PRODUCE PRODUCTS 1 A-302 A-201 WORKMANSHIP, WHICH IS JUDGED LESS THAN FIRST MORE TOXIC THAN THOSE GIVEN OFF BY WOOD OR QUALITY BY THE ARCHITECT WILL BE REJECTED. PAPER WHEN DECOMPOSING OR BURNING WILL BE 2. SUBMIT COLORS TO THE ARCHITECT FOR REJECTED. NEW WINDOW TO MATCH E (STING COVER EXISTING FIRE PLACE 1820 Wells Ave APPROVAL. 19. STEEL STUD AND GYPSUM WALL BOARD PERIMETER WINDOWS. Southold,NY 11971 3. PREPARE SURFACES TO RECEIVE THE SPECIFIED PARTITIONS: REFER TO SCHEDULE FINISH,TAPE AND SAND SMOOTH GYPSUM BOARD A. STEEL STUDS SHALL BE ROLL FORMED OWNER: TO RECEIVE THE SPECIFIED FINISH. PAINT GRADE CHANNEL TYPE SECTIONS FABRICATED OF _ Melissa WOODWORK SHALL BE HAND SANDED BETWEEN GALVANIZED SHEET STEEL, SIZE PER PLANS AND 820 Welllls Avenue gRomo tin COATS AND DUSTED CLEAN. ALL HOLES, PITCH IN THE LONGEST LENGTHS AVAILABLE SO THAT Southold NY 11971 contact:Melissa and Agustin Romo POCKETS, OR SAPPY PORTIONS SHALL BE SCRAPED THE STUDS EXTEND VERTICALLY, IN ONE PIECE, 4'-6" T.201.401.9355 E.melissatromo@gmail.com AND SHELLACKED. FROM FLOOR TO CEILING AND/OR BEAMS AND/ 4'- ARCHITECT: 4. FILL CRACKS, HOLES, IMPERFECTIONS IN EXISTING OR DECKS ABOVE. WALLS, PARTITIONS, OR GYPSUM BOARD WITH B. CEILING AND FLOOR RUNNERS SHALL BE ROLL Pablo De Miguel Architect PLLC 67 PATCHING PLASTER AND SMOOTH OFF TO MATCH FORMED CHANNEL TYPE SECTIONS FABRICATED BBroth Street,suite C406 rooklyn NY 11232 ADJOINING SURFACES OR LAMINATE WITH (1) LAYER OF USS NO. 25 GAUGE, GALVANIZED SHEET contact:Pablo de Miguel AIA OF'/z" GYPSUM BOARD TO ACHIEVE REQUIRED STEEL, RUNNERS SHALL BE IN 10'-0" LENGTHS. #Dr ID �O W.www.pablodemiguel.com T.646 265 0338 E. Pablo@pablodemiguel.com #LayID SMOOTHNESS,AS PER ARCHITECT'S INSPECTION. C. GYPSUM WALL BOARD SHALL BE GRADE X FIRE r 5. WIPE NEW GYPSUM BOARD SURFACES WITH A RETARDANT WALL BOARD 48"WIDE AND OF STRUCTURAL ENGINEER: DAMP CLOTH JUST PRIOR TO APPLICATION OF THE THICKNESS INDICATED ON THE CONTRACT _ 15 Gilsanz Murray Steficek LLP PRIMER, IN ORDER TO LAY FLAT ANY NAP WHICH DRAWINGS AND SHALL BE OF UNIFORM QUALITY A-301 700 Canal Street, 1st Floor MAY HAVE FORMED IN THE SANDING PROCESS. CONFORMING TO FEDERAL SPECIFICATION 55- PATCH D REPAIR EXISTIN Stamford,CT 06902 GYP OA D . PAIIIN PT-0 contact:Ken Oen PE 6. UPON COMPLETION OF PAINTING WORK, REMOVE L-30 AND TO ASTM C56. 11' 8" 13'- T.917 428 7716 E.ken.oen@GMSLLP.com ALL PAINT FROM WHERE IT HAS SPILLED, D. SOUND ATTENUATION BLANKETS SHALL BE o\ V I/ W.www.gmsllp.com SPLASHED, OR SPLATTERED ON EXPOSED COMPRESSIBLE MINERAL FIBER(THERMARBER N ADJACENT SURFACES. AS MANUFACTURED BY US GYPSUM CO. OR 7. EXAMINE FINISH SURFACES AFTER COMPLETION OF APPROVED EQUAL). ST-1 0 WORK INCLUDING MILLWORK INSTALLATION AND E. JOINT TREATMENT PRODUCTS SHALL CONFORM PROCEED WITH TOUCH-UP AS REQUIRED. TO ASTM C-474 AND C-475.TAPING AND [] PLAY ROOM 8. PROVIDE ARCHITECT WITH A MINIMUM OF(3)8"X SPACKLING SHALL BE THREE(3)COAT 476 13 °D PATCH AND REPAIR EXISTING 10" BRUSH OUTS OF EACH COLOR AND FINISH FOR APPLICATION. _ 655 sq M GYP. BOAR PAINT PT-01 ti! APPROVAL,AT LEAST 2 WEEKS PRIOR TO SITE F. SCREWS FOR FASTENING WALL BOARD TO Q! APPLICATION.ON SITE APPLICATIONS SHALL BE STUDS SHALL BE BUGLE TYPE PHILIPS HEAD '- REQUIRED ONE WEEK PRIOR TO FINAL APPROVAL. SCREWS,SPECIFICALLY MANUFACTURED FOR MECH ROOM ARCHITECT RESERVES THE RIGHT TO ADJUST ANY POWER TOOL INSTALLATION. 12 COLOR/FINISH ONCE THE WALL TEST HAS BEEN G. CORNER BEADS SHALL BE DUR-A-BEAD USG 159 sq ft 13 MADE. CORNER REINFORCEMENT OR APPROVED 9. FINISH UNDERSIDE OF SOFFITS TO MATCH EQUAL. A-301 ADJACENT VERTICAL FINISH UNLESS OTHERWISE H. TRIM MEMBERS SHALL BE FABRICATED OF USS NOTED. NO 25 GAUGE GALVANIZED STEEL AND SHALL / E ao r 10. INSTALL ELECTRICAL SWITCH AND OUTLET COVER INCLUDE CORNER REINFORCEMENT AND I IDr ID PLATES, SURFACE HARDWARE, ETC.AFTER PAINTING CASING TYPE EDGE TRIM. CORNER AND EDGE I LayID AND/OR APPLICATION OF WALL COVERINGS AND TRIM MEMBERS SHALL BE IN SINGLE LENGTHS. ❑ — — — — — — — — — — — — — 00 I I FLOORING. 20. THOROUGHLY PATCH, CLEAN,AND PREPARE WALL , I i 11. PREPARE SUB TO RECEIVE NEW FLOORING SURFACES FOR APPLICATION OF NEW FINISH PAINT 9 MATERIALS TO PREVENT NOTICEABLE LUMPS AND (2 COATS MIN.)SUBMIT SAMPLES TO THE A-601 I DR DR I DEPRESSIONS. ARCHITECT FOR APPROVAL. I m m I T KEY PLAN 12. PARTITIONS AND MILLWORK TO RECEIVE STRAIGHT 21. TAPE AND SAND SMOOTH GYPSUM WALL BOARD SO I I I r I T AND RESILIENT BASE, COVE RESILIENT BASE AND JOINTS ARE NOT VISIBLE. PATCH AND REPAIR T T 11 RESILIENT FLOORING UNLESS OTHERWISE NOTED. SURFACES TO MATCH ADJACENT OR ADJOINING I OLl7 I I 4 .2 13. STAINED AND PAINTED SURFACES SHALL BE SURFACES WHERE DAMAGED OR DISTURBED BY I ST-05 I I I 7 FINISHED SUCH THAT JOINTS ARE NOT VISIBLE NEW WORK. I BATH 2/LAUNDRY I - I A-301 WHEN VIEWED FROM ANY REASONABLE ANGLE. 22. PREPARE WALLS WITHIN WORK AREA WHICH ARE i 10 / D 14. LOCATE INTERSECTIONS OF DIFFERENT FLOOR _ 4-3" 7'-4" P° I D13 SCHEDULED TO BE PAINTED SO AS TO OBTAIN A 100 sq ft 4 FINISH MATERIALS DIRECTLY UNDER CENTER OF <( SMOOTH TRANSITION WITH ADJACENT SURFACES I m _ I A-201 DOORS UNLESS OTHERWISE NOTED. AND SO AS TO BE SUITABLE TO RECEIVE NEW PAINT I ° D12 15. METAL DOORS, CONVECTOR COVERS, FRAMES AND FINISHES. 3 ��JE�] I III I I L. — — — — — — — WALLS AS SPECIFIED,TO RECEIVE A PAINT FINISH 23. NEW WALLS AND PARTITIONS ADJACENT TO NEW A-201 I III I I SHALL BE PAINTED AS FOLLOWS: FLOORING SHALL RECEIVE NEW 4" HIGH A. GYPSUM: SCHEDULED BASE(BOTH SIDES UNLESS I I I I I) FIRST COAT: LATEX PRIMER OTHERWISE NOTED). I I I ii) SECOND COAT: LATEX EGGSHELL I I I iii) THIRD COAT: LATEX EGGSHELL I I I I B. METAL DOORS, FRAMES, CONVECTORS: I I NO WORK N THIS I I i) FIRST COAT: LATEX METAL PRIMER 101 OFLOOR 101 ii) SECOND COAT: LATEX SEMI-GLOSS ENAMEL I I I I iii) THIRD COAT. LATEX SEMI-GLOSS ENAMEL I I GARAGE I I 16. PAINT SHALL BE LATEX-INTERIOR FINISHES TO I I 11 I I COMPLY WITH LOCAL BUILDING CODE AND SHALL I I 695 sq ft I I - BE INTERIOR FINISH CLASS C FOR CORRIDORS AND I I I I ROOMS. I I I I N 17. INTERIOR FINISHES SHALL BE CLASSIFIED IN I I I I ACCORDANCE WITH SURFACE FLAME RATINGS.ALL I I I I FINISHES IN THE PROPOSED AREA TO BE INTERIOR I I I I FINISH CLASS B. FINISHES MATERIAL SHALL HAVE 101 I01 FLAME SPREAD RATING OF 26- 75 SMOKE I I 1 1 2 6 07/23/2022 Issued for Filing F I I I F A-301 5 05/27/2022 Issued for Filing ( 4 05/13/2022 Issued for Contract I 1 I I 3 04/05/2022 Issued for Filing 2 07/02/2021 Issued for Bid 1 I I I I 1 04/12/2021 Issued for Review i GD1 I I \ I GD1 ISSUE DATE DESCRIPTION ©2022 by Pablo De Miguel Architect PLLC. All rights reserved.This drawing or parts thereof,may not be reproduced in any form without permission. SEAL&SIGNATURE �� L0 DE SYMBOL LEGEND T 0316 # I1 #LayID D DOOR NUMBER O fi0F I'�� La FINISH TAG XX-XX Pablo De Miguel AIA NYS Lic.# 031614 SHEET NAME: PARTITION TYPE xx PROPOSED BASEMENT CONSTRUCTION PLAN EQUIPMENT EQ-XX WINDOW TAG O DATE:7/25/22 SCALE:1' 14 BASEMENT FLOOR PLAN EP SCALE: 1/4" = 1'-0" N ROOM NUMBER u Project No.2101 PAGE: 7 of 30 0' 1' 2' 5' 10' DRAWING No.: A-101 .00 ROMO RESIDENCE HOME RENOVATION 6 5 1 A-302 A-201 32 -6" 8'-6" 9'-6" 5'-0" 8'-11" 8" 1820 Wells Ave Southold,NY 11971 00 0 q OWNER: LJ Melissa and Agustin Romo N EJ 1820 Wells Avenue N Southold NY 11971 contact:Melissa and Agustin Romo T.201.401.9355 E.melissatromo@gmail.com � I 71, N/1 ARCHITECT: I o I I Pablo De Miguel Architect PLLC 0 I I 67 35th Street,suite C406 � / I # rg D Brooklyn NY 11232 I I i contact:Pablo de Miguel AIA #Dr ID \ lr I I # rg Dr I rg D I W1 T.646 265 0338 E.pablo@pablodemiguel.com #LayID �? E2 LaYI I W.www.pablodemiguel.com N r # rg D I STRUCTURAL ENGINEER: nII I 1 15 Gil Canal xray S1st tl elk LLP W I A-301 N I I r contact:Ken OeStamford,CT n PE I WD-01 I I T.917 4J2g s lip6 onE.ken.oen@GMSLLP.com W.17 -- II — - W 1 Dr I o i 0 I Layl 7 s 0<1 IDgl 3' 1 3' 6.. I I W 1 A-506 WD-04 I — 1 A-602 46r 6 W3 O O ( IL g I A-504 O I E1 0 I `0 ST-01 I 13 ST 01 0' 3" I 1 A-504 —17-21 m / i A-301 OPENING (— 0 I �\ A CW8 — — — — — — — — — — C 6 _ Q [ m B R OM3 W8 o KEY PLAN a) 1166q t - 0 00 WD 01 n \ 1 B g D9 / 7 3 A 301 0 _ WD-04 Q i e is a n A u ti R,Drr,o 4 S L A-201 U ROOM 7 a g 3 W7 A--0 L - 4 L3 W7 E B D O 0 1 11 / 1 6 s ft 3._ 1 5 q t 1Cr WD-01 Li Li A-601 4 � W7 51-0110 Dr I g 20 1 Layl D5 O ID D7 0 93 qt - - � ,- C 5 WD-01 D6 A-506 W4IN 4 _4 I I I B In D O I ti l r 2 6 07/23/2022 Issued for Filing Q WD-01 10 I rn I A-301 5 05/27/2022 Issued for Filing # rgID 175 q it I I 4 05/13/2022 Issued for Contract rgl Dr I Erg D C 4 WD-01 I Q I �, 3 04/05/2022 Issued for Filing 2 07/02/2021 Issued for Bid Layl I I 16-6' 1 04/12/2021 Issued for Review # rglD I I T- S E E / I I ISSUE DATE DESCRIPTION 4'.1" 03 W6 F — — — — — — — — — — — — — — — — -- Q o ©2022 by Pablo De Miguel Architect PLLC. r Q WD-03 Q T All rights reserved.This drawing or parts thereof,may not be reproduced in any form without permission. SEAL&SIGNATURE tiipLED A fiC W5 W5 W5 W5 W5 � DE A& y✓T 13'-6" 131-311 6'-9" �,0 GG 34'-4" . IL A-201 SYMBOL LEGEND 3fS O #Dr ID Lay[ DOOR NUMBER O OF N #La FINISH TAG F XX-xX Pablo De Miguel AIA NYS Lic.# 031614 SHEET NAME: PARTITION TYPE xx PROPOSED FIRST FLOOR CONSTRUCTION PLAN EQUIPMENT EQ-XX 13 FIRST FLOOR PLAN WINDOW TAG O . DATE:7/25/22 SCALE:1' SCALE: 1/4" = 1 '-0" N ROOM NUMBER Project No.2101 PAGE:8 of 30 0' 1' 2' 5' 10' DRAWING No.: A-102.00 ROMO RESIDENCE HOME RENOVATION 1820 Wells Ave Southold, NY 11971 OWNER: F•F Melissa and Agustin Romo 1820 Wells Avenue Southold NY 11971 contact: Melissa and Agustin Romo 6 i T.201.401.9355 E.melissatromo@gmail.com EXISTING FENCE ARCHITECT: TO REMAIN (6.5'TALL)) Pablo De Miguel Architect PLLC PROPERTY LINE 67 35th Street,suite C406 Brooklyn NY 11232 contact:Pablo de Miguel AIA T.646 265 0338 E.pablo@pablodemiguel.com W.www.pablodemiguel.com EXISTING POOL DECK -EXISTING NON-CONFORMING BUILDING TO REMAIN W/CONFORMING USE TO REMAIN. STRUCTURAL ENGINEER: Gilsanz Murray Steficek LLP 15'-11" 700 Canal Street, 1st Floor ROOF EDGE '" ' Stamford,CT 06902 contact: Ken Oen PE T.917 428 7716 E.ken.oen@GMSLLRcom .., I W.www.gmsllp.com T 00 50 FT. SETBACK i (FRONT YARD) / f 10 FT. SETBACK STEPS LED LI HT PROPOSED CANOPY �8" HEIGHT R INING WALL REUSE FOR € KITCHEN EXHAUST IF POSSIBLE 40'-4" 25 FT. SETBACK --- (SECONDARY YARD)! 15'-3' RETAIN[ G WALL AT GR E AFTER ELIMINATING EXISTING CANOPY PA MENT AT GRADE - _.PATCH I UIR KEY PLAN 4'-7" 7" OF N ERXTENSION k TO MATCH EXISTING c TONE STEPS EUSE BATHROO ENTS IF POSS LE .. j 56 GARDEN J � ter, f \ 3'-1'l 27'-5" NEW ROOF / OVER EXTENSION HOUSE NUMBER wt TO MATCH EXISTIN6 \ ELIMINATE : NO WORK ON THE REST OF THE SITE / ROOF OVERHANG \ 20 FT.SETBACK / PATCH AND REPAIR (SIDE YARD-TOTAL 35 FT) AS REQUIRED A / 6 07/23/2022 Issued for Filing 5 05/27/2022 Issued for Filing / ELIMINATE AERIAL CABLING\ 4 05/13/2022 Issued for Contract AND SUBSTITUTE 3 04/05/2022 Issued for Filing EXISTING RETAININGNO WORK ON THE DRIVEWAY FOR BURIED LINES WHEN UPGRADING 2 07/02/2021 Issued for Bid WALLS AND STAIRS HE ELECTRICAL SERVICE TO REMAIN 1 04/12/2021 Issued for Review / ISSUE DATE DESCRIPTION OO 2022 by Pablo De Miguel Architect PLLC. All rights reserved.This drawing or parts thereof, may \ r° not be reproduced in any form without permission. - l F i - - SIGNATURE & SEAL hi F SYMBOL LEGEND * �'''''I OR NUMBER exx) �3161t� �Q FN — _ — — — FINISH TA XX-XX 15 FT. SETBACK (SIDE YARD) Pablo De Miguel AIA NYS Lic.# 031614 PARTITION TY E XX SHEET NAME: ROOF PLAN EQUIPMENT EQ-XX WINDOW AG O ROOM UMBER ® DATE: 7/25/22 SCALE: 1. = 1'-0", Project No.2101 PAGE:9 of 30 DRAWING No.: 13 ROOF PLAN A-103.00 SCALE. 1/8" = 1'-0" ROMO RESIDENCE HOME RENOVATION 1820 Wells Ave Southold, NY 11971 OWNER: Melissa and Agustin Romo 1820 Wells Avenue ALL TRIMS AND GUTTERS Southold NY 11971 ELIMINATE THIS ON PT 03 T.201 401.9355contact:Melissa an E. melslsat omo@ mail.com n Romo ROOF LINE EXTENSION melissatromo@gmall.com TRIMS AND GUTTERS ARCHITECT: ON PT-03. Pablo De Miguel Architect PLLC PT-03 67 35th Street,suite C406 Brooklyn NY 11232 contact:Pablo de Miguel AIA T.646 265 0338 E.pablo@pablodemiguel.com W.www.pablodemiguel.com WD-02 STRUCTURAL ENGINEER: - - WD-03 — — - - - - WD-02 - - — — -— - - - - — — — r — — — — — — - - __— _ _ _ — — — _ — — — — — — _ — — — — — — — — — — — — — Gilsanz Murray Steficek LLP — — .— . — .— .— . — .— .— .— .— — .— . — .— — .— .— .— .— .— .— .— . — . — .— .— .— .— .— .— .— .— .— — — 700 Canal Street, 1st Floor Stamford, CT 06902 917 428 7716 E.ken.oen@GMSLLP.com W.www.gmsllp.com v _ € \ I WD-02 T \ \ \ \ \ \ \ \ \ \ r T M WD-02 WD-02 00 I iN \ II H= i ; „ WD-04 L — - - - - - ..- -. -..- - - - - - —"J — ST 02 I , ST 02 I ST-02 --- F ST,02—] " 1'-7" 1'-7" 10' 2'-6" C 34'-1 1/2" 71-211 -60 17'-10" i -- - A 2 t WD-03 WD-03 / D-25 TER RR CE EL VATION KEY PLAN SOUTH ELEVATION EAST ELEVATION 2 SCALE: 1/4" = V-0" 4 SCALE: 1/4" = V-0" 2'-6 1/4" I, I, 4'-10 1/4" I, 10'-3 1/2" 1'-7" 17'-10" 7'-2" 34'-1 1/2" 6 07/23/2022 Issued for Filing r 5 05/27/2022 Issued for Filing r- — — — — — — — — — — — — — — — I i 4 05/13/2022 Issued for Contract 3 04/05/2022 Issued for Filing — I 2 07/02/2021 Issued for Bid \ \ \ \ \ ( 1 04/12/2021 Issued for Review ` ` ( ISSUE DATE DESCRIPTION \\ �� \\ �� WD-02 I ©2022 by Pablo De Miguel Architect PLLC. All rights reserved,This drawing or parts thereof, may I not be reproduced in any form without permission. A-602 SEAL&SIGNATURE ARC ST 02 r� WD-04 \ ST 02 L — — — — J �0 DE AA°GC,y/ftp` 1 ' A-602 OF:ram Pablo De Miguel AIA NYS Lic.# 031614 SHEET NAME: (D___�SdALE: _ s - -TH ELEVATION WEST ELEVATION EXTERIOR ELEVATIONS 1/4" - 1 -0 SCALE: 1/4" 1 0 DATE:7/25/22 SCALE: 1/4,, = r-o" Project No.2101 PAGE: 10 of 30 DRAWING No.: A-201 .00 ROMO RESIDENCE HOME RENOVATION TTALL WALL RELOCATE/ADJUST EXISTING AIR BLOWER AND DUCTING /MASTER CLOSET TO ACCOMMODATE NEW LAYOUT RELOCATE/ADJUST EXISTING AIR BLOWER AND DUCTING TO ACCOMMODATE NEW LAYOUT 1820 Wells Ave Southold, NY 11971 OWNER: Melissa and Agustin Romo 1820 Wells Avenue Southold NY 11971 16 contact:Melissa and Agustin Romo F 7 T.201.401.9355 E.molissatromo@gmaii.com F ARCHITECT I Pablo De Miguel Architect PLLC — — — — — — — — — — — - 67 35th Street,suite C406 L Brooklyn NY 11232 contact:Pablo de Miguel AIA T.646 265 0338 E.pablo@pablodemiguel.com W.www.pablodemiguel.com ---'-" /�� i STRUCTURAL ENGINEER: Gilsanz Murray Steficek LLP 700 Canal Street, 1st Floor Stamford,CT 06902 contact:Ken Con PE -:F T.917 428 7716 E.ken.oen@GMSLLP.com - \� i i W.www.gmsllp.com It F T-1 ----------------L----------i T— I I III L ILLAI I I J/ BUILDING SECTION C SHORT SECTION B KEY PLAN NEW DECORATIVE NEW WEATHEREDSTEEL MANTEL FIXTURES OVER ISLAND NEW RIDGE BEAM LINEAR LED FIXTURE TO ILLUMINATE COUNTER DECORATIVE FIXTURE • LINEAR LED FIXTURE ALONG THE DOOR OVER DINING TABLE —DOOR BELL 5 4 A-50023 -502 r 6 07/23/2022 Issued for Filing 241 19 1 1 5 05/27/2022 Issued for Filing 4 05/13/2022 Issued for Contract o LINEAR 3 04/05/2022 Issued for Filing ===4ANM LED I 1 1 2 07/02/2021 Issued for Bid FIXTURE 1 1 04/12/2021 Issued for Review UNER t=L) THREADS EISSUE DATE DESCRIPTION 0 ====1NP 9 UNER�\= I HI HE PAD 0%, ZO ---------- _J L @ 2022 by Pablo De Miguel Architect PLLC. _J All rights reserved.This drawing or parts thereof, may not be reproduced in any form without permission. SEAL&SIGNATURE NEWk,IED Apo WINDOW 0 OF N044 Pablo Do Miguel AIA NYS Lic.# 031614 SHEET NAME: BUILDING SECTIONS I DATE: 7/25/22 SCALE: 1/4,, = V-0" 3 SHORT SECTION C 15 SHORT SECTION E Oil Project No.2101 PAGE: 11 of 30 SC 1 V-0" SCALE: 1/4" V- DRAWING No.: A-301 .00 ROMO RESIDENCE HOME RENOVATION RELOCATE/ADJUST EXISTING AIR BLOWER AND DUCTING — 1820 Wells Ave TO ACCOMMODATE NEW LAYOUT 5 Southold,NY 11971 �A-504/ OWNER: Melissa and Agustin Rorno 1820 Wells Avenue Southold NY 11971 contact:Melissa and Agustin Romo T.201.401.9355 E.melissatromo@gmall.com F- ARCHITECT. Pablo De Miguel Architect PLLC 2'-8" + 67 35th Street,suite C406 Brooklyn NY 11232 I_ — — — — — — — — — — — — — — — — — — — — - contact: Pablo de Miguel AIA M T.646 265 0338 E. pablo@pablodemiguel.com T— W.www.pablodemiguel.com STRUCTURAL ENGINEER: Gilsanz Murray Steficek LLP 700 Canal Street, 1 st Floor Stamford,CT 06902 —4- contact: Ken Oen PE r M M ae T.917 428 7716 E.ken.oen@GMSLLRcom W.www.gmsllp.com F 0 11 IN 1� 21 CE L- —J . .. .. . L /� \ -4F E3 0 0 � • C5 LONG SECTION B SCALE: 114" = 1'-0" KEY PLAN STAIR OPENING— KD-24 TTERAESE 2 r 13 6 07/23/2022 Issued for Filing 5 05/27/2022 Issued for Filing /V 4 05/13/2022 Issued for Contract 3 04/05/2022 Issued for Filing X 2 07/02/2021 Issued for Bid RM 1 04/12/2021 Issued for Review ISSUE DATE DESCRIPTION Ll @ 2022 by Pablo De Miguel Architect PLLC. All rights reserved.This drawing or parts thereof,may -------- not be reproduced in any form without permission. SEAL&SIGNATURE C) OFF:N Pablo Do Miguel AIA NYS Lic.# 031614 SHEET NAME: C1 3 BUILDING SECTION A BUILDING SECTIONS 11 SCALE: 1/4" 1 -101" DATE:7/25/22 SCALE:114" = 1,-o,, Project No.2101 PAGE: 12 of 30 DRAWING No.: A-302.00 ROMO RESIDENCE HOME RENOVATION 5 A-302 1820 Wells Ave Southold,NY 11971 OWNER: Melissa and Agustin Romo ❑ ❑ 1820 Wells Avenue Southold NY 11971 / contact:Melissa and Agustin Romo T.201.401.9355 E.melissatromo@gmail,com ARCHITECT. Pablo De Miguel Architect PLLC 67 35th Street,suite C406 Brooklyn NY 11232 contact:Pablo de Miguel AIA #Dr iD \ / \ / T.646 265 0338 E.pablo@pablodemiguel.com #LayID -�LF LF W.www,pablodemiguel.com -1 \\ -1� � // STRUCTURAL ENGINEER: 15 Gilsanz Murray Steficek LLP \ A-301 700 Canal Street, 1 st Floor / PT-01 \ \ / \ \ Stamford,CT 06902 contact:Ken Oen PE T./917 4'288 7116 onE.ken.oen@GMSLLRcom T I I _AU \ I X \ j / ❑ ❑ \ / / EXISTING LF-16 COORDINATE KITCHEN / \ �\ 13 DOWNDRAFT EXHAUST DUCTING AND REMOTE MOTOR / / 7'-3"A.F.F. \ \ \ r — — — — — / PT-01 v I I Dr ID Z_— El L - - - 9 I \ 7'-3" A.F.F. LF-14 \\ //I .\ i PT-01 KEY PLAN NEW BATHROOM ,_ I LF-17 \ EXHAUST UNIT I EQ.2 EQ.2 I LFIWX PANASONIC WISPERFIT w DC FAN 50-80110 CFM I 2'6" ` . 6 LF 0 OR APPROVED EQUAL I LF-01 LF- I\ W I \ 7'-3" A.F.F. • I PT 01 �/ � i LF-o IIII II L — — — — — — — O-� - - - - - - - - - - - - - - - -1hl II I � II II\ II I \\ I I EXISTING ISI \\ 101 L1 El `�EXISTING' i 1 \ \ I I EXIS"TIN-OP I01 P 6 07/23/2022 Issued for Filing 2 I ( I I A-301 5 05/27/2022 Issued for Filing II II 4 05/13/2022 Issued for Contract 3 04/05/2022 Issued for Filing I I I I 2 07/02/2021 Issued for Bid I I I I 1 04/12/2021 Issued for Review I I SYMBOL LEGEND I I I ISSUE DATE DESCRIPTION I I I I CEILING NUMBER CL-XX FINISH TAG XX-XX ©2022 by Pablo De Miguel Architect PLLC. CEILING HEIGHT 0 All rights reserved.This drawing or parts thereof,may not be reproduced in any form without permission. LIGHTING SEAL&SIGNATURE DOWN LIGHT RECESSED DR-X \'< o©DE R,fi�'�y✓T DOWN LIGHT DL-X Z WALL WASHER TAG ® * may qjl PENDANT TAG (D4 �►� �3i6►A U� # ID SCONCE TAG 9TFOF:N #LaLayID o- LINEAR FIXTURE �LF-X Pablo De Miguel AIA NYS Lic.# 031614 SWITCH -rte SHEET NAME: 3-WAY SWITCH 3 BASEMENT REFLECTED -ter CEILING PLAN 4-WAY SWITCH 4-�,- 14 BASEMENT REFLECTED CEILING PLAN NOTES DATE:7/25/22 SCALE: i' SCALE: 1/4" = 1 '-0" Project No.2101 PAGE: 13 of 30 1.ALL FIXTURES TO BE UL RATED. N0' 1' 2' 5' 10' DRAWING No.. 2.SEE A-502 FOR DETAILS. A-401 .00 3.SEE A-601 FOR EQUIPMENT SCHEDULE ROMO RESIDENCE HOME RENOVATION 5 A-302 1820 Wells Ave Southold, NY 11971 OWNER: Melissa and Agustin Romo 1820 Wells Avenue Southold NY 11971 contact:Melissa and Agustin Romo ( — `��(- � LF-09-28' // T.201.401.9355 E.melissatromo@gmail.com LF-18 LF-18 -C LF-1 '-C 8� LF-18 LF-18� -C LF-185 C LF-18 ON MANTEL LEDGE / / SEE DETAIL X/A501 / ARCHITECT: Pablo De Miguel Architect r hate t PLLC P / Brooklyn NY 11232 /// // contact:Pablo de Miguel AIA / _____ _————— / T.646 265 0338 E.pablo@pablodemiguel.com #Dr ID / I —+ I / W.www.pablodemiguel.com #Layl STRUCTURAL ENGINEER: LF- / I � I Gilsanz Murray Steficek LLP/ I i a- // L—�7———t——————� I 700 Canal Street, 1 st Floor i II 15 Stamford,CT 06902 A-301 contact:Ken Oen PE T.917 428 7716 E.ken.oen@GMSLLP.com W.www.gmsllp.com I / 1 ! r - - - - - -7 - - - - - - P�CHEDCEI'C1N'G — � \ JI I // RIDGE PT-01 \ 3x LF-15-18" A-506 A-602 2 I r-------- - ------ I I LF-12 ` I I /// // I PT-03 A-504 2q �_ i !I / I I I \\ I /� \ I / 13 2 \\ \ 4 r i 4xiLF-15-18" A-301 \ j I -EN LF-0/ -17 - - —I -� — - - — - - — — — PT-01 / 8'-0" A.F.F.1 LIVING/KITC EN HVAC GRILLE TO BE RELO ATED TO THIS W L KEY PLAN F-6 \ LF-02� s'S. J F-o2 \ \ / REFER TO INTERIOR — _ — — _= ,———— ELEVATIONS OR LOCATIONS r _ , LF%7 \ EXISTING HVAC GRILLE �- RELOCATE AS REQUIRED / I / / \ 7 00233 \ // / / \ \ A 301 3x LF-15-18" NEW BATHROOM / F-02 T F-01'^ LF-01 LF-01 f EXHAUST UNITS // i I 8'-0" A.F.F. -n / I /! Soo PANASONIC WISPERPIT PT-01 ALL EXISTING HVAC lI DC FAN 50-80 110,*6FM I - -- F102 \ SO =- / GRILLES TO REMAIN. OR APPROVED/EQUAL F-o2 I ( \\ \ /. / ADJUST/RELOCATE AS REQUIRED I ---- // /�-- \61 /���\ \ ( // \ \ PT-01 / \ ��/ I // \ 8'-0" A.F.F J3x LF-15-18" LF-02 I F-01''^ LF-01� LF-41 FI02 \ IA I 8'-0"A.F.F.I 1 / I PT 01s 0 A-601 F-024 LF-02' s)c6F-02 LF-02 PULL DOWN STAIR TO REMAIN ° \ 2 1 A-506 LF-09-4' \ 6 07/23/2022 Issued for Filing �_ �`\ 8'-0"A.F.F. // / \\ \.\ 8'-0"A.F.F. I I 2 5 05/27/2022 Issued for Filing 4 05/13/2022 Issued for Contract ALL EXISTING HVAC \\ \ \ /// / / \ LF- Wk-1-o� I I A-301 3 04/05/2022 Issued for Filing GRILLES TO REMAIN. \� \ / / ———% \ I I 2 07/02/2021 Issued for Bid ADJUST/RELOCATE AS REQUIRED �� \ // / / \ I I SYMBOL LEGEND 1 04/12/2021 Issued for Review LF-08 / \ I I ISSUE DATE DESCRIPTION CEILING NUMBER CL-XX FINISH TAG XX-XX / L — — — J CEILING HEIGHT ©2022 by Pablo De Miguel Architect PLLC. 0 All rights reserved.This drawing or parts thereof,may 7'-0" A.F.F. not be reproduced in any form without permission. T / LIGHTING SEAL&SIGNATURE lin DOWN LIGHT RECESSED DR-X �- 'tti,RSD A;?0 �� �p DE M`,G✓qtr ALL EX HVAC DOWN LIGHT DLA �- �L✓ �� �� GRILLES TO REMAIN. ADJUST/RELOCATE AS REQUIRED WALL WASHER TAG PENDANT TAG 0-i � 0315AA, SCONCE TAG o- 9TFOF N � LINEAR FIXTURE o LF-X Pablo De Miguel AIA NYS Lic.# 031614 FIRST FLOOR REFLECTED CEILING PLAN SHEET NAME: :13) SCALE: 1/4" = 1'-0" SWITCH �- FIRST FLOOR REFLECTED 3-WAY SWITCH 3-�»- N oCEILING PLAN AND ' 1' 2' S' 10' 4-WAY SWITCH 4-�- EXTERIOR NOTES DATE:7/25/22 SCALE:1/4" = 1'-o",1' Project No.2101 PAGE: 14 of 30 1.ALL FIXTURES TO BE UL RATED. DRAWING No.: 2. SEE A-502 FOR DETAILS. �_ O�.00 3. SEE A-601 FOR EQUIPMENT SCHEDULE ACCOUSTICAL INSULATION ROMO RESIDENCE EXTERIOR INTERIOR HOME RENOVATION CLADDING SYSTEM AS SCHEDULED WATERPROOF MEMBRANE 5/8" GYPSUM BOARD 1" RIGID INSULATION BOARD 2x4 WOOD STUD FRAMING 1820 Wells Ave CP ONE(1) LAYER 5/8" TYPE LP FLAMEBLOCK 2-SIDE Southold, NY 11971 N OSB PANEL _ 1/2" x 4" WOOD BASEBOARD OWNER: R-13 BATT INSULATION THROUGHOUT Melissa and Agustin Romo Southold NY 11971 2 x 6 Wells1820 FIRE RETARDANT-TREATED WOOD STUD @ 24" O.C. contact: Melissa and Austin Romo 9 TWO(2) LAYERS 5/8" SHEETROCK BRAND 1/2" 3 5/8" 1/2" T.201.401.9355 E.melissatromo@gmail.com FIRECODE X GYPSUM PANEL 5/ ARCHITECT: * 9 3/8 8 5/8 Pablo De Miguel Architect PLLC ;SYSTEM PERFORMANCE: 67 35th Street,suite C406 Brooklyn NY 11232 (FIRE RATING:2 HR contact:Pablo de Miguel AIA UL DESIGN: # 349 3 INTERIOR PARTITION BASEBOARD DETAIL T.646 265 0338 E, pablo@pablodemiguel.com W.www.pablodemiuel.com _SYSTEM DESCRIPTION: SCALE: 3" = 1'-0" 9 WOOD FRAME EXTERIOR WALL(LOAD BEARING) STRUCTURAL ENGINEER: Gilsanz Murray Steficek LLP 700 Canal Street, 1 st Floor Stamford,CT 06902 contact:Ken Oen PE W.www.gmsllp.com 'WOOD FRAME EXTERIOR WALL - LOAD BEARING T.917 428 7716 E.ken.oen@GMSLLP.com A> 2 HR FIRE RATED(UL U349) INTERIOR INTERIOR ONE(1)LAYER 5/8" SHEETROCK BRAND FIRECODE 30 GYPSUM PANEL T • 2" x 4" FIRE RETARDANT-TREATED WOOD STUD @ 16" O.C. BATT INSULATION THROUGHOUT ONE(1) LAYER 5/8" SHEETROCK BRAND FIRECODE 30 GYPSUM PANEL SYSTEM PERFORMANCE: FIRE RATING: NON-RATED UL DESIGN: #U407 SYSTEM DESCRIPTION: WOOD FRAME INTERIOR WALL(NON-LOAD BEARING) KEY PLAN B> )NOOD FRAME INTERIOR PARTITION NON-RATED(UL U407) CONCRETE MASONRY UNIT 3/8" LAYER OF CONCRETE SURFACING _SYSTEM PERFORMANCE: FIRE RATING: 2 HR FIRE RATED UL DESIGN: #U904 _SYSTEM DESCRIPTION: EXTERIOR MASONRY LOAD BEARING WALL 6 07/23/2022 Issued for Filing MASONRY EXTERIOR WALL - LOAD BEARING 5 05/27/2022 Issued for Filing C 2 HR FIRE RATED(UL U904) 4 05/13/2022 Issued for 3 04/05/2022 Issued for Fiontract 9 2 07/02/2021 Issued for Bid 1 04/12/2021 Issued for Review ISSUE DATE DESCRIPTION EXISTING MASONRY WALL @ 2022 by Pablo De Miguel Architect PLLC. 2X4 WOOD FRAME WALL W/R-13 BATT All rights reserved.This drawing or parts thereof,may INSULATION THROUGHOUT not be reproduced in any form without permission. ONE(1) LAYER 5/8" SHEETROCK BRAND FIRECODE SEAL&SIGNATURE X GYPSUM PANEL — — 315/8" I SYSTEM PERFORMANCE: / FIRE RATING: 1 HR UL DESIGN: NA 'SYSTEM DESCRIPTION: Pablo De Miguel AIA NYS Lic.# 031614 BRICK EXTERIOR WALL(LOAD BEARING) SHEET NAME: DETAILS I - WALL TYPES, EXISTING FURRED BRICK EXTERIOR WALL - LOAD BASE, FLOOR TYPES BEARING D NON RATED DATE: 7/25/22 SCALE: v = 1,-o",x Project No.2101 PAGE: 15 of 30 DRAWING No.: 1 WALL TYPE DETAILSA-501 .00 �®� ■ SCALE: 1" = 1'-0" - 00 ROMO RESIDENCE HOME RENOVATION N T 1820 Wells Ave Southold,NY 11971 OWNER: Melissa and Agustin Romo 1820 Wells Avenue Southold NY 11971 contact:Melissa and Agustin Romo T.201.401.9355 E.melissatromo@gmail.com ARCHITECT: 2 / A-504 Pablo De Miguel Architect PLLC 67 35th Street,suite C406 Brooklyn NY 11232 contact: Pablo de Miguel AIA T.646 265 0338 E.pablo@pablodemiguel.com W.www.pablodemiguel.com STRUCTURAL ENGINEER: Gilsanz Murray Steficek LLP 700 Canal Street, 1 st Floor / ( Stamford,CT 06902 / / contact: Ken Oen PE 1/2" REVEAL CORNER BEAD o T.917 428 7716 E.ken.oen@GMSLLP.com 6 (FRY REGLET OR SIM.) W.www.gmsllp.com \ a 1/2" TYP. BASEBOARD BELOW -21 \ BLOCKING AS REO'D 1/2 -L lz _IZ-11/2 \ N \ T \ d' \ M \ � T LO \ O O \ \ 1/2 PAINTED GYPSUM BOARD i 1 2ryn \\ 0 1/2" REVEAL CORNER BEAD:f/ •- \ (FRY REGLET OR SIM.) i \\ ZD r REFER TO SCHEDULE FOR HARDWARE \ PAINTED FRAME AS PER SPECS 21-13-1 21-811 3 A-504 KEY PLAN 1 TYPICAL DOOR ELEVATION 2 TYP. DOOR 3 TYR DOOR SECTION SCALE: 1" = 1'-0" SCALE: 3" = 1'-0" SCALE: 3" = 1 '-0" LINE OF FINISH CEILING PAINTED WOOD PANEL PAINTED FRAME HINGES AS PER SPECS REFER TO SCHEDULE FOR HARDWARE PAINTED WALL PANEL PAINTED DOOR AND FRAME 6 07/23/2022 Issued for Filing KITCHEN CABINET 1 /211 1/2" REVEAL 5 05/27/2022 Issued for Filing M BASEBOARD 4 05/13/2022 Issued for Contract T 3 04/05/2022 Issued for Filing 2 07/02/2021 Issued for Bid 1 04/12/2021 Issued for Review PAINTED BASE ISSUE DATE DESCRIPTION CO z CO C0 'i " 1/2" ©2022 by Pablo De Miguel Architect PLLC. All rights reserved.This drawing or parts thereof,may not be reproduced in any form without permission. SEAL&SIGNATURE _ I KITCHEN DOOR DETAIL KITCHEN DOOR DETAIL SECTION / 4 SCALE: 3" = 1 '-0" 5 SCALE: 3" = 1'-0" Pablo De Miguel AIA NYS Lic.# 031614 SHEET NAME: DETAILS IV - DOOR DETAILS DATE:7/25/22 SCALE:1,, = 1'-0 3" Project No.2101 PAGE: 18 of 30 DRAWING No.: A-504.00 METAL STUD FRAMING SECURED TO CEILING FOR LIGHT FIXTURE SUPPORT MO RESIDENCE CEILING MUST TERMINATE TIGHT AGAINST E RENOVATION WALLS SHOWER AND TUB ENCLOSURE. MOISTURE MUST NOT BE ALLOWED TO ESCAPE INTO CEILING SPACE TO CONDENSE. EXISTING SLAB 1820 Wells Ave Southold,NY 11971 i OWNER: PIVOT HINGE Melissa and Agustin Romo 1820 Wells Avenue Southold NY 11971 EXISTING DROP CEILING, PATCH AND REPAIR AS REQUIRED VENTILATION HOLES contact:Melissa and Agustin tro o g T.201.401.9355 E.melissatromo@gmall.com CORNER BEAD ARCHITECT: Pablo De Miguel Architect PLLC LED WET RATED LINEAR FIXTURE W/ 67 35th Street, suite C406 FIXED MOUNTING CLIPS contact: NY Pablo l Pablode Miguel AIA STONE SLAB OR TILE ON THINSET T.646 265 0338 E.pablo@pablodemiguel.com W.www.pablodemiguel.com OVER WATERPROOFING LATICRETE 9235 WATERPROOFING STRUCTURAL ENGINEER: MEMBRANE TO CEILING AT SHOWER Gilsanz Murray Steficek LLP / SURROUND 700 Canal Street, 1st Floor 1 1/2" WHITE MATTE PAINTED Stamford,CT 06902 WOOD DOOR PT-02 contact:Ken Oen PE --2 LAYERS OF 5/8" CEMENT BOARD T.917 428 7716 E.ken.oen@GMSLLP.com W.www.gmsllp.com EXISTING WALL i KEY PLAN LATICRETE REINFORCING FABRIC SET CLAMP LEAD PAN IN DRAIN COLLAR EXISTING WASHER/DRYER-SEE IN LATICRETE 9235 WATERPROOFING SCHEDULE MEMBRANE UP TO 6" MIN. PROVIDE CLEATS AT LEAD PAN AS DRAIN,AS SCHEDULED. REQUIRED FOR RIGIDITY LEAD PAN WITH MASTIC; WRAP TOP1/2" STARPHIRE GLASS SHOWER OF CURB AND PROVIDE END DAMS. I ENCLOSURE LEAD PAN BEHIND WALLBOARD OUTER LAYER LEAD PAN AT WALL BEYOND TILE ON THINSET SLOPED INTO VENTILATION HOLES SHOWER LATICRETE REINFORCING FABRIC SET STAINLESS STEEL TRAY WITH ALARM — — — — — — — — IN LATICRETE 9235 WATERPROOFING MEMBRANE UP TO 6" MIN. PIVOT HINGE T �I I i WATERPROOF TILE/STONE FLOOR I I REINFORCING MESH NEW REINFORCED MORTAR BED : IF NECESSARY SLOPE TO DRAIN AT 1/4" PER FOOT MIN. CRUSHED STONE (PEA GRAVEL)WEEP HOLES AT DRAIN 6 07/23/2022 Issued for Filing 5 05/27/2022 Issued for Filing SHOWER DETAIL LAUNDRY CLOSET DETAIL 4 05/13/2022 Issued for Contract 1 SCALE: 1 1/2"= V-0" 2 SCALE: 1 1/2"= 1'-0" 3 04/05/2022 Issued for Filing 2 07/02/2021 Issued for Bid 1 04/12/2021 Issued for Review ISSUE DATE DESCRIPTION ©2022 by Pablo De Miguel Architect PLLC. All rights reserved.This drawing or parts thereof,may not be reproduced in any form without permission. SEAL&SIGNATURE DE P, g OF 1N Pablo De Miguel AIA NYS Lic.# 031614 SHEET NAME: DETAILS V : BATHROOM DATE:7/25/22 SCALE: 17i2°= 7--o° Project No.2101 PAGE: 19 of 30 DRAWING No.: A-505.00 ROMO RESIDENCE HOME RENOVATION 1820 Wells Ave Southold,NY 11971 WOOD TRIM SCRIBBED TO CEILING OWNER: PT-02 Melissa and Agustin Romo rn 1820 Wells Avenue W p� Southold NY 11971 contact:Melissa an Agustin T.201.401.9355E.melissatromo@gmall.com omo@gmail.com ARCHITECT: Pablo De Miguel Architect PLLC N 67 35th Street,suite C406 Brooklyn NY 11232 contact: Pablo de Miguel AIA T.646 265 0338 E.pablo@pablodemiguel.com W.www.pablodemiguel.com WOOD TRIM SCRIBBED TO CEILING STRUCTURAL ENGINEER: o PT-02 o Gilsanz Murray Steficek LLP FIXED AT 7' A.F.F.-3/4" PAINTED GRADE FIXED AT 7' A.F.F.-3/4" PAINTED GRADE 700 Canal Street, 1st Floor Stamford, CT 06902 r PLYWOOD SHELF PT-02 PLYWOOD SHELF PT-02 contact:Ken Oen PE T.917 428 7716 E.ken.oen@GMSLLP.com - _ - W.www.gmsllp.com o PAINT GRADE PLYWOOD ° PAINT GRADE PLYWOOD T PANEL PT-02 ° PANEL PT-02 0 O O r O O O O 3/4" PAINTED PLYWOOD SHELVES W/ 3/4" PAINTED PLYWOOD SHELVES W/ ADJUSTABLE METAL PIN SHELF ADJUSTABLE METAL PIN SHELF o SUPPORTS PT-02 ° ° SUPPORTS PT-02 O O :— O O _ O O O O T O O O O O O ii O O V/ ° ° L O O O z O O T W O O a ° ° O O Z w it o 0 - --- I— Y o o r Q T KEY PLAN Z O O T Q o 0 FIXED AT 2'-10 1/2"A.F.F.-3/4" PAINTED r O ~o GRADE PLYWOOD SHELF PT-02 F' Z O o O it LL PULL AS SCHEDULED o —JPAINT GRADE PLYWOOD CARCASE PAINT GRADE PLYWOOD CARCASE \ i \ i r O PT-02 PT-02 i \ i ° O O O \ 3/4" PAINTED PLYWOOD SHELVES W/ ° ADJUSTABLE METAL PIN SHELF SUPPORTS PT-02 3/4" PAINTED PLYWOOD SHELVES W/ `° ° ° ADJUSTABLE METAL PIN SHELF i ° ° SUPPORTS PT-02 \ \ ° ° WOOD BASE, SCRIBED TO THE FLOOR WOOD BASE, SCRIBED TO THE FLOOR \ PT-02 PT-02 i 6 07/23/2022 Issued for Filing 5 05/27/2022 Issued for Filing 11-011 1'-0.1 4 05/13/2022 Issued for Contract V.I.F. '� 3 04/05/2022 Issued for Filing 2 07/02/2021 Issued for Bid 1 04/12/2021 Issued for Review ISSUE DATE DESCRIPTION CLOSET CASEWORK DETAILS BOOKCASE DETAIL 1 SCALE: 11/2"= 1'-0" 2 SCALE: 11/2"= 1'-0" ©2022 by Pablo De Miguel Architect PLLC, All rights reserved.This drawing or parts thereof,may not be reproduced in any form without permission. SEAL&SIGNATURE Pablo De Miguel AIA NYS Lic.# 031614 SHEET NAME: DETAILS VI - CASEWORK DATE:7/25/22 SCALE: 1 1/2,,= Project No.2101 PAGE:20 of 30 DRAWING No.: 1 A-506.00 ROMO RESIDENCE HOME RENOVATION 4"V.T.R. 1820 Wells Ave Southold, NY 11971 ROOF OWNER: 3" Melissa and Agustin Romo 1820 Wells Avenue Southold NY 11971 2" 2" contact:Melissa and Agustin Romo T.201.401.9355 E. melissatromo@gmaii.com --'1------------------- -----1 ARCHITECT. --------T---- --------- Pablo De Miguel Architect PLLC 67 35th Street,suite C406 411 T-12" 1 „ Brooklyn NY 11232 I2 (I---1 y2" 2" 11Y2. 1Y2" 2" contact:Pablo de Miguel AIA 3" 1 1 T.646 265 0338 E.pablo@pablodemiguel.com Sink I Lavatory i I I Lavatory i W.www.pablodemiguel.com STRUCTURAL ENGINEER: Dish 7T Washer Water Closet Water Closet Gilsanz Murray Steficelk LLP Shower Shower 700 Canal Street, 1 st Floor 1ST FLOOR Stamford,CT 06902 contact:Ken Oen PE [" " L T.917 428 7716 E.ken.oen@GMSLLP.com 2" 2 2 4" I 2 2" 4' W.www.gmsllp.com P-100 1 -011 2" L 4" 4" L 4" ——---------— —--------—- 411 1Y2" z 3" J>--F.A.I. 3" Clothes Lavatory Washer 4"HOUSE TRAP--, TubI Water Closet 4---3" I Floor Drain BASEMENT 4" 2" < 3" I 2" 2" 4" L 4" L 41' L4" 4"SANITARY CONNECT TO CITY SEWER MAIN, COORDINATE WITH LOCAL SEWER UTILITY COMPANY KEY PLAN SANITARY RISER DIAGRAM NOT SCALE ROOF Irl --- --- --- --- L-4--— 4"C.W. 4"C.W. 4"C.W. 4"H.W. 2 4"H.W. 4"H.W. T_%411 2"H.W.R. Y2"H.W.R. %4" 2"H.W.R. i %4" Y-211 Dish P-4 Washer Shower Lavatory Water Closet Shower Lavatory Water Closet I"DOMESTIC WATER SERVICEI 1__ 1_ 1 i_ i _ CONNECT TO CITY WATER MAIN, 6 07/23/2022 Issued for Filing COORDINATE WITH LOCAL WATER UTILITY COMPANY I i 5 05/27/2022 Issued for Filing 1 ST FLOOR 4 05/13/2022 Issued for Contract 3 04/05/2022 Issued for Filing 2 07/02/2021 Issued for Bid 1 04/12/2021 Issued for Review 11-011 4 ISSUE DATE DESCRIPTION lip 1 C.W. y4"C.W. 1"H.W. 4"H.W. 2"H.W. 2"H.W.R. 2"H.W.R. Y2"H.W.R. y2" 2022 by Pablo De Miguel Architect PLLC. All rights reserved.This drawing or parts thereof,may Lill I Hose I %4" Y-21, not be reproduced in any form without permission. Bibb HOT WATER 1"TEST TEE CIRCULATING PUMP Tub Lavatory Water Closet P-4 SEAL&SIGNATURE 1, a � qkeo,A BPA DOMESTIC DE WATER HEATER BASEMENT \\—I"RPZBACKFLOW CONCRETE PAD PREVENTER ASSEMBLY WITH DRIP PAN 031oh 1"DOMESTIC OFN WATER METER Pablo Do Miguel AIA NYS Lic. # 031614 SHEET NAME: PLUMBING DIAGRAMS DOMESTIC WATER RISER DIAGRAM NOT SCALE DATE:7/25/22 SCALE: 1, = 1'-0" Project No.2101 PAGE:21 of 30 DRAWING No,: A-507.00 ROMO RESIDENCE HOME RENOVATION // ST-06 / ST-06 PT-02 ST-06 1820 Wells Ave / Southold,NY 11971 OWNER: 0 ST-06 W11 \ 888 Melissa and Agustin Romo 0 1820 Wells Avenue \ y outhold NY 11971 \ y contact:Melissa and Agustin Romo :1 :1•1 :1 i _ _ \ T.201.401.9355 E.melissatromo@gmail.com ' \ ARCHITECT: Pablo De Miguel Architect PLLC \ / 4 I \\ Y 67 35th Street,suite C406 1 II y Brooklyn NY 11232 / 4 \ / A-601 S 8 contact:Pablo de Miguel AIA T 04 T.646 265 0338 E. pablo@pablodemiguel.com I W.www.pablodemiguel.com \ / 2 0 STRUCTURAL ENGINEER: 60 q I BATHROOM 1 2 3 BATHROOM 1 4 BATHROOM 1 BATHROOM 1 1 Gilsanz Murray Steficek LLP _ 700 Canal Street, 1 st Floor 2 SCALE: 1/2" - '- SCALE: 1/2" - 1'-0" SCALE: 1/2" = 1 '-0" 5 SCALE: 1/2" - 1 '-0" 1 0 — Stamford,CT 06902 contact:Ken Oen PE T.917 428 7716 E.ken.oen@GMSLLP.com I W.www.gmsllp.com b OTIF- \ /51/4" 2'-111/2" 3'1-0" ST 07 \ I \ ST-07 ST-07 0 1 M p5 � 1 _ 0 W10 ST-07 / \ 6 CD MA ER ATH 0 BB / 6 102 / / 7 A-601 9 ST-03 - / 3' 6 3/ " \ 2'-8" 1 1 3'-I T- D4 ------------- KEY PLAN SUN ROOM 1 ENLARGED FIRST FLOOR MASTER BATH 2 7 MASTER BATH 1 MASTER BATH 1 SCALE: 1/2" = 1'-0" 6 SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1 '-0" 8 SCALE: 1/2" = 1 '-0" 9 SCALE: 1/2" = 1'-0" I \ I \ I \ I \ o \ M \ ST-08 ST-08 \ PT-01 I L___ — PT-01 PT-02 \ ST-08 t- 611 r T2See / / / a o /r N M / ST-08 / / 6 07/23/2022 Issued for Filing 5 05/27/2022 Issued for Filing 1 I 4 05/13/2022 Issued for Contract 3 04/05/2022 Issued for Filing ii ii i i I 2 07/02/2021 Issued for Bid I I DR DR - -- ---- )�aund 1 Laundr 3 Laundry2 1 04/12/2021 Issued for Review 1'-0° 12 i i1 1 1 i i 1 10 SCALE. 1/2" = 1'-0" 1 SCALE: 1/2" SCALE: 1/2" = 1'-0" ISSUE DATE DESCRIPTION i II i1 i i i 1 1 i n i1 i i I I I i n n i1 ii a i1 i i 1 1 i n Ii n i n 11 i i i 11 i n n i1 i u 11 i i i i ©2022 by Pablo De Miguel Architect PLLC. \ All rights reserved.This drawing or parts thereof,may\ EQ. i�-0" EO. / \ not be reproduced in any form without permission. 13 ST 05 // \\ SEAL&SIGNATURE 2 13 A-505 1 A-601 12 BATH 2/LAUN DRY 11 / \ 10 D 100 sq ft PT 02 PT 01 \ / Pablo De Miguel AIA NYS Lic.# 031614 SHEET NAME: T \ / INTERIOR ELEVATIONS I - T 0 \\ // sTos BATHROOMS DATE:7/25/22 SCALE:1/2,, = 1,-o° ENLARGED BASEMENT Laundry Project No.2101 PAGE:22 of 30 9 SCALE: 1,12" = 1 '-0" 13 SCALE: 1/2" = 1'-0" DRAWING No.: A-601 .00 76 ft ROMO RESIDENCE � I I HOME RENOVATION co T 31'- " 3'- 1/121 A-602 9'-1 /2" I I i 1820 Wells Ave I Southold, NY 11971 OWNER: I I Melissa and Agustin Romo 1'-11 1'4" '-1 -1 2" — – – – — – 1820 Wells Avenue I I I Southold NY 11971 contact:Melissa and Agustin Rome T.201.401.9355 E.melissatromo@gmail.com 3 o I I 5 ARCHITECT: r A-602 d -- �' I A-602 r 0101 I I I Pablo De Miguel Architect PLLC O 3 67 35th Street,suite C406 I Brooklyn NY 11232 O ST 09 O I 1 I contact: Pablo de Miguel AIA T.646 265 0338 E. 36"Co OP W.vvww.pablodemiguel.com 2a"DISHWASHER I pa o pablodemiguel.com ' 36"HOOD I I I SEE ELECTRICAL SCHEDULE 2 I DOWNDRAFT. GC TO COORDINATE FOR ISLAND OUTLETS - STRUCTURAL ENGINEER: INSTALLATION, DUCTING SPECIFICATIONS Gilsanz MurraySteficek LLP N 2 N ' i I AND REMOTE BLOWER LOCATION. 700 Canal Street, 1 st Floor Stamfor ,CT 06902 O 36' INK LO A-602 '– —————— —— I-I contact: Ken Oen PE Cl) 3.' I I I I T.917 428 7716 E.ken.oen@GMSLLP.com W.www. msll com P ING g p• Ip1 0 / \ / \ / \ — — — — — — -- - - - - - — - — - — — - — - - - — - —� PULL OUT _ M M O 1 DOUBLE 30"OVENS. STORAGE/PANTRY (7 36'FRIDGE UTILITY N PANTRY MICROWAVE+OVEN N (PANEL READY) I CLOSET I / N ' N I ST 09 I 2'-0" 1z 2'-0" 1'-61/4" V-6" V-6" V-6" V-5 3/4" 1, 1'-61/4" F K- 3/4" la, 3'-0" 1, 3'-0" I, 3'-0" 3/4" PI I il ;I !I I ;I 41-01t ENLARGED FIRST FLOOR LIVING/DINING/KITCHEN LIVING/DINING/KITCHEN LIVING/DINING/KITCHEN IVING/DININ�/K�IT ��FN1'-0" SCALE: 1/2" = 1'-0" CALE: 1/210 1 SCALE: 1/2" = V-0" SCALE: 1/2" = V-0" 3 SCALE: 1/2" 4 (D---IS7 KEY PLAN C) 00 000co \\ / 4'-0 1/4" 31-011 2'-0 " 00o r \ / N 1 3'-0 " 2'-0 1' 2'-0" 21 _0 " 21_0" 3t.4" d 1/2" 1/2" 5" V-3" 3'-0" 2'-0" 2'-6" k V-3" 6" 6 LIVING/DINING/KITCHEN 3 CORRIDOR 6 07/23/2022 Issued for Filing SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" 5 05/27/2022 Issued for Filing 4 05/13/2022 Issued for Contract 3 04/05/2022 Issued for Filing 2 07/02/2021 Issued for Bid 1 04/12/2021 Issued for Review ISSUE DATE DESCRIPTION APPLIANCE SCHEDULE ©2022 by Pablo De Miguel Architect PLLC. CODE DESCRIPTION MANUFACTURER FINISH/MODEL LOCATION REMARKS All rights reserved.This drawing or parts thereof,may Integrated French FISHER AND PANEL BY OTHERS. not be reproduced in any form without permission. AP-01 Door Refrigerator PAYKEL RS36A72J1 N KITCHEN INSTALL BY GC. SEAL&SIGNATURE Freezer, 36", Ice — AP-02 OVEN 800 Series \ Combination BOSCH Oven30" Stainless KITCHEN INSTALL BY GC. ALT. 30" combaido Microwave and AP-03 Steel. HBL8753UC oven 30 combo MICROWAVE KOCE500ESS I I AP-04 COOKTOP BOSCH 800 Series Gas ALT. BOSCH 800 Series / Cooktop 36" Induction Cooktop 36" Black. / Stainless steel KITCHEN INSTALL BY GC. NIT8669UC(Frameless) i NGM8656UC Pablo De Miguel AIA NYS Lic.# 031614 SHEET NAME: DOWNDRAFT HOOD 800 Series GC TO COORDINATE ALT.VIKING 36" Rear INTERIOR ELEVATIONS II: AP-05 BOSCH Downdraft KITCHEN DUCTING AND BLOWER Downdraft w/Controls on Front (BLOWER 600CFM Ventilation 37" TYPE/LOCATION AND -VDD5360. BLOWER(900 AND DUCTING SOLD Stainless Steel. INSTALL PRIOR TO CFM AND DUCTING SOLD KITCHEN SEPARATELY) HDD86051 UC ORDERING. SEPARATELY) 300 SERIES PANEL BY OTHERS. AP-06 DISHWASHER BOSCH SHV863WD3N KITCHEN INSTALL BY GC. DATE:7/25/22 SCALE: 1/2, 11 811 Project No.2101 PAGE:23 of 30 DRAWING No.: A-602.00 ROMO RESIDENCE HOME RENOVATION O 1820 Wells Ave Southold, NY 11971 00 I I I I OWNER: �� Melissa and Agustin Romo A - — - s - -a- - — - — -- A ) 1820 Wells Avenue GFCI OUT / Southold NY 11971 GFCI OUT - contact: Melissa and Agustin Romo I I I T.201.401.9355 E. melissatromo@gmail.com W1 ARCHITECT: Pablo De Miguel Architect PLLC i i I 67 35th Street,suite C406 I I I I Brooklyn NY 11232 contact:Pablo de Miguel AIA W1 T.646 265 0338 E. pablo@pablodemiguel.com E2 I I I W.www.pablodemiguel.com N I I STRUCTURAL ENGINEER: II I I I I I I Gilsanz Murray Steficek LLP 700 H ( I I W1 Sttmford,ICT 06902Street, 1 t Floor I I I I I I contact:Ken Oen PE I I T.917 428 7716 E.ken.oen@GMSLLRcom I I I l W.www.gmsllp.com IN / I IBJ / I C E _ I W1 0 I ; 1 7 G f III I ' i W1i I I I G I I I I I W3 FCI I I 1 E1 I I 1 GFCI_OUT I a I I 0 FRIDC� VEN OVE I I I 777 JCL6 (,F'Dl O 7j B DROOM I W8 KEY PLAN 06 66 sq ft I � 1 \ 8 D9 3 I rL, 0 I I L U R -- 0 I W7 I 4 L3 �� BE ROOM I W7 92 1 05 I SYMBOL LEGEND / 65 sa ft 6Q1sq ft W7 DOOR NUMBER O D -- 114 Ell ........ FINISH TAG XX-01 \ 5OIDD7 \ I PARTITION TYPE 1 I 1 \ ' I 0 EXISTING CONST.TO REMAIN C 5 ' 93 clt NEW CONSTRUCTION -• D6I ilk / CEILING HEIGHT 0 W4 I I WALL FLR/CNG MOUNT MOUNT 6 07/23/2022 Issued for Filing BEbROOM 1 1 04 ' SINGLE RECEPTACLE O 5 05/27/2022 Issued for Filing 4 05/13/2022 Issued for Contract 175 sci ft I DUPLEX RECEPTACLE 3 04/05/2022 Issued for Filing C 4 &= ® 2 07/02/2021 Issued for Bid QUADRUPLEX RECEPTACLE ED= ® 1 04/12/2021 Issued for Review I I I S ER E (, \ / TELEPHONE OUTLET D ISSUE DATE DESCRIPTION 03 - — - I — I. _ / I I — W6 DATA OUTLET s TELEVISION OUTLET ©2022 by Pablo De Miguel Architect PLLC. GFCI_OUT ( I I THERMOSTAT o- All rights reserved.This drawing or parts thereof,may I I I I not be reproduced in any form without permission. [1 11 11 1 1 1 1111 1111 SENSOR SEAL&SIGNATURE 1 W5 W5 W5 W5 W5 I I I I HUMIDISTAT BELL I I I I I ( SPEAKER ELECTRIC HEATER 0 � SWITCH -�- �,� 0316Ak 40Q F N 3-WAY SWITCH 3-�- Pablo De Miguel AIA NYS Lic.# 031614 4-WAY SWITCH 4-c»- SHEET NAME: SWITCH &SINGLE RECEPTACLE S FIRST FLOOR POWER & SWITCH &DUPLEX RECEPTACLE s DATA PLAN JUNCTION BOX O 01 FIRST 1=LOOR POWER AND DATA DATE:7/25/22 SCALE: 1/4. = V-a% V SCALE:: 1/4" = V-0" NOTES: Project No.2101 PAGE:25 of 30 N 0' 1' 2' 5' 10' 1. REFER TO DUNKING DONUTS EQUIPMENT DRAWING No.: SCHEDULES AT A603 ,A604 �_�O�■®o 2. FOR WALK IN COOLER SPECIFICATIONS REFER TO A605 ROMO RESIDENCE HOME RENOVATION i I I I I 1820 Wells Ave Southold,NY 11971 i i i i i i OWNER: Melissa and Agustin Romo 1820 Wells Avenue A — - — - — — - — - — - — � — — — - Southold NY 11971 contact: Melissa and Agustin Romo T.201.401.9355 E.melissatromo@gmail.com ARCHITECT: Pablo De Miguel Architect PLLC 67 35th Street,suite C406 ALL EXISTING i Brooklyn NY 11232 contact:Pablo de Miguel AIA OUTLETS AN REMAIN T.646 265 0338 E.pablo@pablodemiguel.com I . CHANGE ( I W.www.pablodemiguel.com DECORATIVE COVER. I I STRUCTURAL ENGINEER: Gilsanz Murray Steficek LLP 700 Canal Street, 1 st Floor Stamford,CT 06902 1 contact: Ken Oen PE T.917 428 7716 E.ken.oen@GMSLLP.com W.www.gmsllp.com ❑ ' i PLAY ROOM 13 655 sq MECH ROOM 12 159 sq ft - - - - - - - - - - - - z — D1 - - - - - - - - - - - - - - - - - -} - - - - -( C F-1 EXISTING POWER AND PLUMBING DR DR KEY PLAN CONNECTIONS TO REMAIN I I O'L17 i � I I I BATH 2/LA NDRY 10 / (D '1 ' i / D 100 sq ft I ID12 • li III l i I I I I I1 II ( I SYMBOL LEGEND DOOR NUMBER O 101 I 101 ❑ I I I i FINISH TAG XX-01 I I I ARAGE I I I PARTITION TYPE 1 ALL EXISTING 95 sq ft I I I OUTLETS TO REMAIN I EXISTING CONST.TO REMAIN Ili . CHANGE DECORATIVE NEW CONSTRUCTION I I I I COVER. I I i I i CEILING HEIGHT XX III I II I I I WALL FLR/CNG P I I MOUNT MOUNT III i I I 6 07/23/2022 Issued for Filing F � — — — — — — — '� I I , , I F — — — —, — — — , , SINGLE RECEPTACLE 5 05/27/2022 Issued for Filing 1 1 1 I I I I I 4 05/13/2022 Issued for Contract I I DUPLEX RECEPTACLE E)_ e E)'= ® 3 04/05/2022 Issued for Filing 1 I I I QUADRUPLEX RECEPTACLE 2 07/02/2021 Issued for Bid I I @ ® 1 04/12/2021 Issued for Review i GD1 i I I I i GD1 \ I TELEPHONE OUTLET D � ISSUE DATE DESCRIPTION DATA OUTLET D - r — - — - — - -- 1 c - - - - - ��- - - - -( p ) TELEVISION OUTLET ©2022 by Pablo De Miguel Architect PLLC. iTHERMOSTATo- All rights reserved.This drawing or parts thereof,may not be reproduced in any form without permission. SENSOR O SEAL&SIGNATURE i i i i i i i HUMIDISTAT DE P4, I BELL � � �Gv�� ti0 SPEAKER 1 ELECTRIC HEATER F t os1f;A� o� SWITCH -ter- '9TF OFF: F N 3-WAY SWITCH 3 Pablo De Miguel AIA NYS Lic.# 031614 4-WAY SWITCH 4—ar SHEET NAME: SWITCH &SINGLE RECEPTACLES BASEMENT POWER & SWITCH &DUPLEX RECEPTACLE S DATA PLAN JUNCTION BOX 0 BASEMENT POWER AND DATA DATE:7/25/22 SCALE: 1' - , -o ` 02 SCALE: 1/4" = V-0" NOTES: Project No.2101 PAGE:24 of 30 N 0' 1' 2' 5' 10, 1. REFER TO DUNKING DONUTS EQUIPMENT DRAWING No.: SCHEDULES AT A603 ,A604 ���0� goo 2. FOR WALK IN COOLER SPECIFICATIONS REFER TO A605 ROMO RESIDENCE GENERAL NOTES DEMOLITION NOTES AND TEMPORARY SHORING & STRUCTURAL WOOD NOTES DESIGN CRITERIA HOME RENOVATION 1. COMPLY WITH THE 2018 INTERNATIONAL BUILDING CODE AND ALL OTHER GOVERNING CODES. BRACING NOTES 1. ALL DIMENSION LUMBER FOR WALL FRAMING, JOISTS AND RAFTERS SHALL BE KILN DRIED DOUGLAS FIR NO. 2 OR BETTER WITH THE FOLLOWING MINIMUM PROPERTIES: 1. CODES AND STANDARDS 2. THE CONTRACTOR SHALL DO THE FOLLOWING: 1. THE BUILDING SHOULD BE EMPTY DURING DEMOLITION. REMOVE STRUCTURE FROM THE TOP DOWN. DO NOT ALLOW DEBRIS TO PILE UP OR FALL ON FLOORS. DO NOT USE MECHANICAL FB = 850 PSI - NEW YORK STATE BUILDING CODE A. VERIFY ALL EXISTING CONDITIONS, SUCH AS THE LOCATIONS OF EXISTING STRUCTURAL AND IMPACT-TYPE EQUIPMENT TO REMOVE THE WALLS. THE CONTRACTOR SHALL BRING ANY FV = 180 PSI - IBC 2018/ASCE 7-10 ARCHITECTURAL ELEMENTS AND DIMENSIONS OF EXISTING CONSTRUCTION, DIMENSIONS SHOWN QUESTIONABLE LOCATIONS OR SPECIAL CONDITIONS TO THE ATTENTION OF THE STRUCTURAL Fc = 1400 PSI - VILLAGE OF SAG HARBOR, NY BUILDING CODE ARE PER INFORMATION PROVIDED BY THE ORIGINAL STRUCTURAL DRAWINGS OR ARE ASSUMED. ENGINEER FOR CLARIFICATION. E = 1,600,000 PSI 2. DEAD LOADS B. SUBMIT TO THE ENGINEER FOR REVIEW A WRITTEN REPORT INDICATING ACTUAL FIELD 2. NOTE THAT CERTAIN ELEMENTS OF THE BUILDING THAT ARE SHOWN TO BE DEMOLISHED PROVIDE SOLID WOOD AND ENGINEERED WOOD MEMBERS SHALL NOT BE MIXED IN ANY ONE FLOOR SYSTEM - ROOF LOADS 15 PSF 1820 Wells Ave CONDITIONS WHICH MAY VARY FROM INFORMATION INDICATED ON THE DRAWINGS. ANY LATERAL STABILITY TO THE BUILDING. BEFORE REMOVING ANY PORTION OF THE BUILDING'S (I.E.: SOLID WOOD FLOOR JOISTS AND ENGINEERED RIM-BOARD.) U.O.N. Southold,NY 11971 DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER OF RECORD BEFORE PROCEEDING. EXISTING LATERAL-LOAD RESISTING ELEMENTS, THE CONTRACTOR SHALL HAVE HIS ENGINEER - FACADE/PARTITION 12 PSF VERIFY, THAT OTHER LOAD PATHS ARE IN PLACE TO PROVIDE LATERAL STABILITY AND RESIST ALL LVL JOIST SHALL BE OF GRADE 2.0E LVL AND HAVE THE FOLLOWING PROPERTIES: - FLOOR LOADS 15 PSF C. COORDINATE THE EXISTING STRUCTURE WITH THE NEW STRUCTURAL ELEMENTS PRIOR TO LATERAL LOADS THAT MAY BE IMPOSED ON THE BUILDING. FB = 2,600 PSI OWNER: DEMOLITION, FABRICATION AND CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FV = 285 PSI 3. LIVE LOADS ACCURATE COORDINATION OF THE ARCHITECTURAL, STRUCTURAL, HVAC, ELECTRICAL, 3. THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING OF THE STRUCTURE, AND FC (PARALLEL TO THE GRAIN) = 2,510 PSI - ROOF 20 PSF Melissa and Agustin Romo PLUMBING, AND FIRE PROTECTION DRAWINGS. SEQUENCING OF DEMOLITION WITH CONSTRUCTION, TO INSURE THAT THE NECESSARY LATERAL FC (PERP. TO THE GRAIN) = 750 PSI - FLOOR 40 PSF 1820 Wells Avenue AND VERTICAL STABILITY IS IN PLACE AT ALL TIMES DURING DEMOLITION. E = 2,000,000 PSI Southold NY 11971 D. REQUEST CLARIFICATION REGARDING DISCREPANCIES FOUND IN THE CONSTRUCTION 4. WIND LOADS (MWFRS) contact:Melissa and Agustin Romo DOCUMENTS. IN ANY CASE OF CONFLICT, BETWEEN THE NOTES, DETAILS, AND SPECIFICATIONS, 4. THE CONTRACTOR SHALL HIRE AN ENGINEER REGISTERED IN THE STATE OF NEW YORK TO ALL POWER BEAM SHALL HAVE THE FOLLOWING PROPERTIES: - PARTIALLY ENCLOSURED STRUCTURE T.201.401.9355 E.melissatromo@gmail.com THE MOST RIGID REQUIREMENTS SHALL GOVERN. PREPARE THE SEQUENCE THE CONTRACTOR WILL FOLLOW DURING THE EXECUTION OF THE WORK. FB = 3,000 PSI - BASIC WIND SPEED ASCE 7-10 135 MPH 9 THE DETAILS AND ENGINEERING OF SHORING, BRACING AND OTHER CONSTRUCTION REQUIRED FOR FV = 300 PSI - EXPOSURE C E. HIRE A NEW YORK REGISTERED PROFESSIONAL ENGINEER FOR THE DESIGN OF ALL SHORING, SUCH WORK, AND THE PHASING, STAGING AND SEQUENCE OF SUCH OPERATION SHALL BE FC (PERP. TO THE GRAIN) = 805 PSI - IMPORTANCE FACTOR 1.0 ARCHITECT: BRACING, UNDERPINNING, AI4D OTHER ELEMENTS USED TO SUPPORT THE STRUCTURE DURING PREPARED AS SHOP DRAWINGS BY A PROFESSIONAL ENGINEER RETAINED BY THE CONTRACTOR E = 2,100,000 PSI - Kz 0.9 CCNSTRUCTION. OR SUBCONTRACTOR. THESE DRAWINGS SHALL COMPLY WITH THE REQUIREMENTS OF SECTIONS . - Kd 085 Pablo De Miguel Architect PLLC ALL PSL BEAM SHALL HAVE THE FOLLOWING PROPERTIES: 67 35th Street,suite C406 1707.19.2 AND 3306 OF THE NY STATE BUILDING CODE. THESE DRAWINGS AND DS-1 FORMS - Kzt 1 3. THE CONTRACTOR SHALL BE SO-ELY RESPONSIBLE FOR MAINTAINING CONDITIONS OF PUBLIC AND FB = 2,900 PSI Brooklyn NY 11232 SHALL BE SUBMITTED TO THE TOWN DEPARTMENT OF BUILDINGS FOR APPROVAL AND PERMIT - qz 35.5 PSF WORKER SAFETY DURING EXECUTION OF THE WORK. THIS SHALL INCLUDE COMPLIANCE WITH ALL FV = 290 PSI contact:Pablo de Mi OSHA REGULATIONS, AND ALL STATE AND LOCAL LAWS WHICH MAY GOVERN THIS TYPE OF WORK. WHICH MUST BE OBTAINED PRIOR TO THE START OF ANY WORK. THE CONTRACTOR SHALL FC (PARALLEL TO THE GRAIN) = 2,900 PSI - WALLS 39 PSF E-W 34 PSF N.S. Miguel AIA PROVIDE A RECORD COPY OF THE PERFORATED DRAWINGS AND FORMS TO THE OWNER, FC (PERP. TO THE GRAIN) = 625 PSI - ROOF VARIES (12 TO -34 PSF(UPLIFT) T.646 265 0338 E.Pablo@pablodemiguel.com 4. SUBMIT TO ENGINEER TWO COPIES EACH OF MATERIAL SPECIFICATIONS, ERECTION AND DETAIL ENGINEER OF RECORD AND THE ENGINEER RESPONSIBLE FOR THE INSPECTION OF SUCH WORK, E = 2,000,000 PSI W.www.pablodemiguel.com DRAWINGS, ETC., OF ALL STRUCTURAL MATERIALS AND CONNECTIONS SUFFICIENTLY IN ADVANCE OF WHO SHALL REPORT TO THE OWNER ANY DEVIATIONS OBSERVED DURING HIS INSPECTION. 5. SNOW LOADS CONSTRUCTION TO PERMIT ADEQUATE TIME FOR REVIEW (10 WORKING DAYS MIN.). ENGINEER TO ALL TJI SHALL HAVE EQUAL OR BETTER STRUCTURAL PROPERTIES THAN THE ONES MANUFACTURED Pg 20 PSF STRUCTURAL ENGINEER: MARK IJP ONE COPY AND FORWARD TO ARCHITECT. 5. TEMPORARY BRACING OR SHORING SHALL BE PROVIDED WHEREVER REQUIRED TO SUPPORT BY TRUST JOIST (WEYERHAEUSER). - ROOF 20 PSF • LOADS AS MAY BE IMPOSED UPON THE STRUCTURE DURING CONSTRUCTION. PROVIDE - FROST DEPTH 36" TO THE TOP OF THE FOUNDATION Gilsanz Murray Steficek LLP TEMPORARY SHORING WHEREVER REQUIRED DUE CONSTRUCTION SEQUENCING FOR THE SUPPORT 5. THE OWNER, THE ARCHITECT AND THE STRUCTURAL ENGINEER ARE NOT RESPONSIBLE FOR 2. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE 700 Canal Street, 1st Floor SUCH BRACING OR OF THE STRUCTURE PRIOR TO INSTALLATION OF NEW FLOOR SUPPORT STEEL. 6. FLOOD Stamford,CT 06902 ACCURACY OF THE EXISTING CONDITIONS INFORMATION. EXISTING CONSTRUCTION AT AREAS WHERE 'TIMBER CONSTRUCTION STANDARDS" OF THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, AND SHOR NG SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND SHALL REMAIN IN - ZONE X NEW WORK IS NOT CONTEMPLATED MAY NOT BE COMPLETELY SHOWN. THE "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS)" OF THE AMERICAN FOREST contact:Ken Oen PE PLACE AS LONG AS REQUIRED TO MAINTAIN SAFETY. & PAPER ASSOCIATION. 6. PATCH AND REPAIR EXISTING CONDITIONS DAMAGED DURING THE COURSE OF NEW CONSTRUCTION T.917 428 7716 E.ken.oen@GMSLLP.com AT NO ADDITIONAL COST TO THE OWNER. 3. ALL BOLTS SHALL BE A307 GRADE AND PROVIDED WITH WASHERS OR PLATES, STEEL PLATES AT W.www.gmsllp.com 7. IN ACCORDANCE WITH THE CRITERIA OF BC SECTION 1617 THIS BUILDING DOES NOT REQUIRE A SAFETY DURING EXECUTION OF WORK SHALL BTE IONS SNUGGEDLTI HT4BUITINOT CRUSHCK A36ETHERADEWOODUNLESS NOTED OTHERWISE. CONNECTIONS PEER REVIEW 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONDITIONS OF PUBLIC AND WORKER 4. ALL BOLT HOLES SHALL BE DRILLED NOT MORE THAN THE NOMINAL DIAMETER OF THE BOLT PLUS SAFETY DURING EXECUTION OF THE WORK, THIS SHALL INCLUDE COMPLIANCE WITH THE NEW 16 BITS AND SLOW FEED RATES. YORK STATE BUILDING CODE: SAFETY IN BUILDING OPERATIONS., 5. PROVIDE WIND/SEISMIC ANCHORS AT SUPPORTS FOR ALL ROOF JOISTS AND TRUSSED RAFTERS. GENERAL FOUNDATION NOTES 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING AND FILING A SITE SAFETY PLAN ANCHOR TYPES TO BE APPROVED BY THE STRUCTURAL ENGINEER. AND/OR PROVIDING OTHER WRITTEN ASSURANCES OF SAFE OPERATIONS AS MAY BE REQUIRED 6. HANGER AND BRIDGING NAILING SCHEDULE SHALL BE AS SPECIFIED BY SIMPSON STRONG TIE 1. THE SU3GRADE FOR ALL FOOTINGS, SLABS AND WALLS SHALL BE INSPECTED AND ACCEPTED BY THE AUTHORITIES HAVING JURISDICTION. CONNECTORS MANUAL. ' BY THE OWNER'S TESTING AGENCY IMMEDIATELY PRIOR TO PLACING FOUNDATION CONCRETE. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A SAFE WORKING ENVIRONMENT FOR 7• UNLESS OTHERWISE NOTED, G-90 GALVANIZED STEEL CONNECTORS SUCH AS THOSE MANUFACTURED 2. ALL UNSUITABLE MATERIALS SHALL BE REMOVED FROM SUBGRADE AND BACKFILL AREAS, AND ALL WORKERS. THIS SHALL INCLUDE COMPLIANCE WITH ALL OSHA, STATE AND LOCAL LABOR BY SIMPSON COMPANY, SHALL BE USED TO JOIN RAFTERS, TRUSSES, JOISTS, OR BEAMS TO OTHER BACKFILLED WITH ACCEPTABLE FNLL ACCORDING TO THE GEOTECHNICAL ENGINEER'S LAWS WHICH MAY GOVERN THIS TYPE OF WORK. MEMBERS AT FLUSH-FRAMED CONDITIONS: HANGERS SHALL BE OF A SIZE SPECIFICALLY DESIGNED RECOMMENDATIONS, 4. THE CONTRACTOR SHALL PROVIDE REGULAR PERIODIC INSPECTION OF CONSTRUCTION OPERATIONS FOR THE MEMBER SUPPORTED AND BE INSTALLED PER THE INSTALLATION GUIDELINES PROVIDED BY AS REQUIRED TO ENSURE ONGOING MAINTENANCE OF ALL SAFETY OPERATIONS AND EQUIPMENT. THE MANUFACTURER. 3. BACKFILL AGAINST WALLS EVENLY. SUCH INSPECTIONS SHALL BE UNDERTAKEN BY AN AGENT OF THE CONSTRUCTION WHO IS QUALIFIED TO EVALUATE SUCH OPERATIONS AND EQUIPMENT. THIS INSPECTOR SHALL PREPARE 8. ANY CONNECTORS SHOWN ARE MINIMUM REQUIREMENTS. PROPOSED STI MUST BE THAN ' 4. NO FOUNDATION SLABS OR MUD SLABS SHALL BE PLACED INTO OR AGAINST SUBGRADE WRITTEN SAFETY REPORTS WHICH SHALL BE MAINTAINED AT THE JOB SITE FOR REVIEW BY THE SUBMITTED WITH DATA THAT PROVES EQUAL OR GREATER CAPACITY THAN SPECIFIED CONNECTOR. CONTAINING FREE WATER, FROST OR ICE. SHOULD WATER OR FROST ENTER A FOOTING AUTHORITIES HAVING JURISDICTION. WHERE REACTIONS ARE SHOWN ON DRAWINGS, DURATION FACTOR = 1.0 U.O.N. EXCAVATION AFTER GRADE APPROVAL, THE SUBGRADE SHALL BE INSPECTED BY A SOIL INSPECTION ENGINEER AFTER REMOVAL OF WATER AND FROST. 9. UNLESS SPECIFICALLY NOTED OTHERWISE, DOUBLE ALL JOISTS UNDER PARTITIONS RUNNING PARALLEL ABOVE, UNDER CONCENTRATED LOADS, AND AT ALL TRIMMERS AT OPENINGS; HEADERS 4. THE SLABS SHALL BE PLACED OVER A 6 MIL VAROR BARRIER, LAPPED 12 INCHES AT SEAMS SHALL BE THE SAME DEPTH AS TRIMMERS/JOISTS U.O.N. OVER 6 INCHES MINIMUM OF COMPACTED COARSE DRAINAGE MATERIAL. STONE SHALL COMPLY NTH ASTM C33 SIZE 67. 10. COMPLY WITH ALL SPECIAL SEISMIC DETAILING REQUIREMENTS IN THE TYPICAL DETAILS RELATIVE T 6. FROST PENETRATION IN THE AREA IS 3 FEET. ALL EXTERIOR FOUNDATIONS SHALL BE HE PROJECT SEISMIC DESIGN CATEGORY (SDC), WHEN APPLICABLE. SEE DESIGN NOTES. EMBEDDED A MINIMUM OF 3 FEET BELOW GRADE. 11. NAILING THROUGH WOOD FRAMING MEMBERS AND SHEATHING MAY BE EITHER HAND OR MECHANICALLY DRIVEN; ALL NAILING THROUGH CONNECTORS MUST BE HAND DRIVEN, DRIVE FLUSH, BUT DO NOT OVERDRIVE NAILS. 12. PLYWOOD ROOF, WALL AND FLOOR SHEATHING: 40/20 APA RATED , EXPOSURE 1, U.O.N. AND SHALL BE PROVIDED AS FOLLOWS: FLOOR 3/a" THICK KEY PLAN EXTERIOR WALL %" THICK (EXT. GRADE) INTERIOR WALL Y2" THICK ROOF %a° THICK (EXT. GRADE.) MINIMUM PLYWOOD NAILING U.N.O. REQUIREMENTS ARE: BOUNDARY 8d @ 4" O.C. (23/8"&113"93") PANEL EDGES 8d @ 6" O.C. (2%"x0.113"54") INTERMEDIATE SUPPORTS 8d @ 12" O.0 (2%a"x0.113'@8") 13. ALL FRAMING IN PERMANENT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED IN ACCORDANCE WITH THE "AMERICAN WOOD PRESERVERS ASSOCIATION" (ANPA) SPECIFICATIONS. ON-SITE CUTS AND NOTCHES SHALL BE BRUSHED WITH TWO COATS OF COPPER NAPHTHENATE SOLUTION (2% COPPER MIN.). ALL METAL (BOLTS, CONNECTORS, WASHERS, ETC.) PERMANENTLY IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE G-185 HOT-DIPPED GALVANIZED OR 304/316 STAINLESS STEEL. GALVANIZED AND STAINLESS STEEL SHALL NOT BE MIXED IN ANY ONE CONNECTION. 14. ALL POSTS AND JAMBS SHOULD HAVE A CONTINUOUS LOAD PATH TO THE GROUND LEVEL FOUNDATION. PROVIDE SQUASH BLOCKS BELOW POSTS AND JAMBS WHERE INTERRUPTED BY FLOOR SHEATHING, 15. ALL EXTERIOR DIMENSIONAL LUMBER SHALL BE PRESSURE TREATED SOUTHERN YELLOW PINE. ALL EXTERIOR PSL'S SHALL BE WOLMANIZED OR EQUIVALENT TO PROTECT MEMBER. PSL TO BE PARRALAM OR EQUIV WITH 2.OE. 16, SEE ARCHITECTURAL DRAWINGS FOR PARTITIONS/WALLS NOT SHOWN ON STRUCTURAL PLANS, 17. ALL FRAMING IN PERMANENT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED IN ACCORDANCE WITH THE "AMERICAN WOOD PRESERVERS ASSOCIATION" (AWPA) SPECIFICATIONS. ON-SITE CUTS AND NOTCHES SHALL BE BRUSHED WITH TWO COATS OF COPPER NAPHTENATE SOLUTION (2% COPPER MIN.). ALL METAL (BOLTS, CONNECTORS, WASHERS, ETC.) PERMANENTLY IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE G-185 HOT-DIPPED GALVANIZED OR 304/316 STAINLESS STEEL. GALVANIZED AND STAINLESS STEEL SHALL NOT BE MIXED IN ANY ONE CONNECTION. 18. UNLESS OTHERWISE NOTED, THE MINIMUM REQUIREMENTS FOR STUDS BELOW PSL OR LVL BEAM ARE: WIDE NO. OF WOOD STUD 1-3/4" 2-2X6 3-1/2" 3-2X6 5-1/4" 4-2X6 7" 5-2X6 6 07/23/2022 Issued for Filing 5 05/27/2022 Issued for Filing 4 05/13/2022 Issued for Contract 3 04/05/2022 Issued for Filing 2 07/02/2021 Issued for Bid 1 04/12/2021 Issued for Review ISSUE DATE DESCRIPTION O 2022 by Pablo De Miguel Architect PLLC. All rights reserved.This drawing or parts thereof,may not be reproduced in any form without permission. SEAL&SIGNATURE ��k`IED ASC D E h;s�,G X �'A r 'k' s�,pTF 0316AA, OF Pablo De Miguel AIA NYS Lic.# 031614 SHEET NAME: STRUCTURAL NOTES DATE:7/25/22 SCALE: 1' Project No.2101 PAGE:27 of 30 DRAWING No.: S-001 .00 ROMO RESIDENCE HOME RENOVATION USE SIMPSON STRONG TIE 5-1/4" X 5-1/4" COLUMN CAPS CC066SDS2.5 PSL POST(TYP.x4) @RIDGE BEAM ENDS • Ohm h� h� h� 1820 Wells Ave �O O �O Southold,NY 11971 r y or 00, T— — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - � ; I OWNER: — ——' I Melissa and Agustin Romo 1820 Wells Avenue r 1 r1 I I Southold NY 11971 1 I I I I I I I contact:Melissa and Agustin Romo EXISTING RAFTER TO REMAIN EXISTING RAFTE I TO REMAIN 1 I T.201.401.9355 E.melissatromo@gmail.com ARCHITECT: 1 I I I Pablo De Miguel Architect PLLC i t I I I I I 67 35th Street,suite C406 M I I I I I I I Brooklyn NY 11232 O 1 contact:Pablo de Miguel AIA T.646 265 0338 E.pablo@pablodemiguel.com Cl) I I I 7- 11 I I W.www.pablodemiguel.com Z ( I I I I I STRUCTURAL ENGINEER: J III EXISTING TIE TO BE REMOVED EXISTING TIE T BE REMOVED 1 - Gilsanz Murrayteficek LLP W r ' X_ - X -X_ X_ X_ JCC X -X_ _ �C—�E X -�E- �E �<- - �F - �E- -JE- - I I I Y U ( I I ( 700 Canal Street, 1 st Floor - I I Stamford,CT 06902 Z contact:Ken Oen PE s J I I I T.917 428 7716 E.ken.oen@GMSLLP.com X I I I I — -- ---------- I I W.www.gmsllp.com ----------------- w r F 1J I IIde � 1 II II I I I I I I I I � II III ❑ II II � I 11 F 1 LI I I I I I I I I I I I I I I I I I I I I I USE SIMPSON STRONG IE 5-1/4"X 5-1/4" I I I I I I COLUMN CAPS CCQ66SDS .5 PSL P DST(TYP.X4) I 1 j I SIMPSON STRONG TIE BEAM CAP FOR I @RIDGE BEAM EN S I I I EXISTING WOOD I HEADER(VIF) CMU WALL, CCQM5.50 I + I NEW 5-1/4" X 18" PSL HEADER �y - - - - - - I IT�� I 1 NEW 5-1/4"x 9-1/4" PSL - -- - -rT- - - - - - - - - - - — �-,- - - f-=- ROMO RESIDENCE HOME RENOVATION ----------------------------------------------- r-r-----rr-----rr----- --r-----r7-----�.I-----r--I lOd @ 12"O.C. FIELD 'I I I I I I III ' I ' ' I I• III I SHEAR PANEL SCHEDULE NAILING TO 2X MINIMUM I III I I I I I I I,I I I I I I I I INTERMEDIATE ANDI I III •I I_____ I L_____ L____J I I I• PANEL EDGE FIELD ANCHOR SILL PLATE TOP PLATE ALLOWABLE FILLLER STUDS I I I I I NOTES I NUMBER NAILING NAILING BOLTS FASTENERS FASTENERS SHEAR r r- 3x MINIMUM STUD AT 1 I' ADJOINING PLYWOOD EDGES 1820 Wells Ave 10d @ 6" O.C. 10d @ 12" O.C. SDS4.5 LL5 Southold,NY 11971 EDGE NAIL TO 4X I I I 5 8 0 @ 48" O.C. INT / A35 @ 16" O.C. 340 PLF NOTES: I i I I I I I I I I I I I I I * 1 / HOLD-DOWN POST, 1 ' I I ,I I 1 1/2" PEN. @ 24" O.C. EXT @ 12" O.C. 1. ALL SHEAR PANELS SHALL BE 15/32" THICK, ORIENTED STRAND BOARD (O.S.B.) I I I STAGGER EDGE NAILING AT 2. FASTENINGS/ANCHORAGE LISTED ABOVE ARE THE MINIMUM REQUIRED TO DEVELOP THE IN-PLANE CAPACITY OF OWNER: STAGGER NAIL I I THE SHEAR PANEL AND NAILING. SPACINGS ARE MAXIMUM. THE MORE STRINGENT SPACING AS SCHEDULED , I , , I , I I , I. PLYWOOD EDGES 2 5/8"0 @ 32" O.C. INT / A35 @ 10" O.C. 510 PILE / Melissa and Agustin Romo 2X INTERMEDIATE STUD I I I I I I I I I I I I I I 10d @ 4" O.C. 10d @ 12" O.C. SDS4.5 LL5 3x STUDS AND SILLS OR ON PLANS DETAILS WILL CONTROL I I 1 I I I 1 1/2" PEN. @ 24" O.C. EXT @ 10" O.C. @PANEL EDGES 3. SPACING OF FASTENINGS/ANCHORAGE MAY BE DOUBLED WHERE ONLY A SINGLE-SHEATHED WALL IS 1820 Wells Avenue I I I I REQUIRED BUT A DOUBLY-SHEATHED WALL IS PROVIDED BY THE CONTRACTOR. PANEL JOINTS SHALL BE OFFSET TO Southold NY 11971 @ 16"O.C. U.O.N I I I I ,1 I I,I I,I 1,1 I, 3X BLOCKING AT 8'-0"O.C. FALL ON DIFFERENT FRAMING MEMBERS. I I I I I I I I I I I I I 1 I 2X FILLER STUD--i I.I I MAXIMUM VERTICAL SPACING 10d @ 3" O.C. 10d @ 12" O.C. SDS4.5 LL5 3x STUDS AND SILLS 4. NAILS SHALL BE STAGGERED IN TWO LINES ALONG PANEL EDGES WHEN NAIL SPACING IS 4" OR LESS ON CENTER. contact:Melissa and Agustin Romo I O 3/4'ID @ 32" O.C.NT / A35 @ 8" O.C. 665 PILE I I I I I I I I I I I I I AND ALL PLYWOOD EDGES 1 1/2" PEN. @ 24" O.C. EXT © 6' O.C. @PANEL EDGES 5. NOT ALL SCHEDULED ASSEMBLIES MAY BE USED IN ONE PROJECT. T.201.401.9355 E.melissatromo@gmail.com I I I I I I I I I I I I I I 6. "SDS4.5/LL5" INDICATES SIMPSON STRONG TIE SDS 1/4" DIAM. x 4 1/2 (ESR-2236) OR FASTEN-MASTER LEDGERLOK 0.228 DIAM. x 5" (ESR-1078) WITH 2-1/4" MINIMUM PENETRATION INTO RIMBOARD BLOCKING BELOW FLOOR SHEATHING. ARCHITECT: 'I I I I I I III I I I I I MINIMUM PLYWOOD PANEL � / I I I I I I I I 10d @ 2" O.C. 10d @ 12" O.C. SDS4.5 LL5 A35 @ 12" O.C. 3x STUDS AND SILLS 7. #d" NAILS SHALL BE COMMON NAILS OR GALVANIZED BOX NAILS. 8d NAILS MAY BE SUBSTITUTED WITH 3"x.131" NAILS .I I.I I I I I I I I I• SIZE SHALL BE GREATER O 5/8'ID @ 16' O.C. / 870 PLF AT THE SAME SPACING. PLACE ALL NAILS AT LEAST 1 1 1/2" PEN. @ 4" O.C. EACH SIDE @PANEL EDGES /2" FROM PANEL EDGES AND AT LEAST 1/2" FROM THE EDGE OF Pablo De Miguel Architect PLLC I I I I I I I I I I I i t I I THAN 4. SQUARE CONNECTING MEMBERS FOR ALL SHEAR PANELS. GALVANIZED NAILS MAY BE HOT DIPPED OR TUMBLED. 67 l 35th Street,suite Architect 8. SEE TYPICAL I I I I I I I I L WOOD SHEAR WALL CONSTRUCTION I S UCTION DETAIL FOR REQUIRED DETAILING. FOR ANCHOR TIE-DOWN SYSTEM I,I I I 3x STUDS AND SILLS @ PANEL EDGES SEE S504 ANDPLANS, Brooklyn HOLD-DOWN I I I I 5 10d @ 4" O.C. 10d @ 12" O.C. 5/8"0 @ 16" O.C. SDS4.5/LL5 A35 @ 8" O.C. 1020 PLF DOUBLE SHEATHING NAILING MUST BE NY 11232 1 1/2" PEN. @ 4" O.C. EACH SIDE APPLIED IN FULL ON BOTH SIDES, NO 9• STUDS SHALL BE 2X4 MINIMUM AND SPACED AT 16" O.C. MAXIMUM FOR THE TOP TWO FLOORS. STUDS SHALL BE 2X6 OR contact:Pablo de Miguel AIA AS PER PLAN I ' ' T.646 265 0338 E. pablo@pablodemiguel.com .I I .I I I I I I I. 10. A QUALITY ASSURANCE PLAN AND/OR SPECIAL INSPECTIONS MAY BE REQUIRED. SEE GENERAL NOTES. 3X4 MINIMUM AND SPACED AT 16" O.C. FOR LOWER LEVELS. • I I I I I I I I F--- -i �----- r-----I I INCREASE IN SPACING PERMITTED W.www.pablodemiguel.com I O 3x STUDS AND SILLS @ PANEL EDGES 11. USE 5/16" X 3" SQUARE PLATE WASHERS FOR 5/8" AND 3/4" DIAMETER ANCHOR BOLTS. I I I.r-----i,r-- -I,r- 10d @ 3" O.C. 10d @ 12" O.C. SDS4.5 LL5 6 3/4"ID @ 16" O.C. / A35 @ 8" O.C. 1330 PLF DOUBLE SHEATHING NAILING MUST BE DAP AS REQUIRED I I 1 1/2" PEN. @ 3" O.C. EACH SIDE APPLIED IN FULL ON BOTH SIDES, NO STRUCTURAL ENGINEER: .I I.I I III I FOR SHEAR WALL SILL PLATE ANCHORS I I I I I I,I I I I I I I INCREASE IN SPACING PERMITTED III I I I SEE SCHEDULE OF FASTENERS. PROVIDE Gilsanz Murray SteficekLLP SIMPSON BP % S BEARING PLATE AT ALL 3x STUDS AND SILLS @PANEL EDGES 7 10d @ 2" O.C. 10d @ 12" O.C. 3/4"0 @ 12" O.C. SDS4.5/LL5 A35 @ 8" O.C. 1740 PLF DOUBLE SHEATHING NAILING MUST BE 700 Canal Street, 1st Floor SHEAR WALL ANCHOR BOLTS 1 1/2" PEN. @ 3" O.C. EACH SIDE APPLIED IN FULL ON BOTH SIDES, NO Stamford,CT 06902 9 INCREASE IN SPACING PERMITTED PE T.917 428e7716 E.ken.oen@GMSLLP.com * PANEL 1 IS THE MINIMUM REQUIRED (SEE WOOD NOTES) AND MAY NOT BE EXPRESSLY INDICATED ON PLANS FOR EXTERIOR WALLS W.www.gmsllp.com 1 'VOOD SHEAR WALL ELEVATION 2 WOOD SHEAR WALL SCHEDULE 5-401 N.T.S. S-401 SCALE: 3/4"=1'-0" NAILING SCHEDULE 1. JOISTS TO SILL OR GIRDER, TOENAIL 3-8d/3-3" 2. BRIDGING TO JOIST, TOENAIL EACH END 2-8d/3-3" 4x MIN. FOR HD10A OR SMALLER HOLES Yz OVERSIZED 3. 1"X6" SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL 2-8d 6x MIN. FOR HD20A AND HDI COUNTERSINK BOLTS WHERE FLUSH POST & SILL TO BE 4. WIDER THAN 1"X6" SUBFLOOR TO EACH JOIST, FACE NAIL 3-8d RIPPED WHERE PLYWOOD 5. 2" SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL 2-16d SURFACE IS REQ'D. SEE SCHEDULE PANELS ARE LET INTO STUDS FOR BOLT SIZE AND PLATE - - 6. SOLE PLATE TO JOIST OR BLOCKING, TYPICAL FACE NAIL 16d @16"/3" @8" --- WASHERS (TYPICAL) SIMP. "HD" OR "PHO" SOLE PLATE TO JOIST OR BLOCKING, AT BRACED WALL PANELS 3-16d @16"/4-3" @16" 2x OR 3x P.T.SILL PER SHEAR BOLT PER 7. TOP PLATE TO STUD, END NAIL 2-16d/3-3" SHEAR PANEL SCHEDULE HB dilSHEAR PANEL SCHED. 8. STUD TO SOLE PLATE 4-8d/4-3" TOENAIL LJ 4 , ° , OR 2-16d/3-3" END NAIL 9. DOUBLE STUDS, FACE NAIL 16d @24"/3" @8" 1Yz"0 HOLE AT z SILL PLATE. 10. DOUBLE TOP PLATES, TYPICAL FACE NAIL 16d @16"/3 012" - ° 0 9' - o o DOUBLE TOP PLATES, LAP SPLICE 8-16d/12-3" HOLD-DOWN ANCHOR SCHEDULE 11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOENAIL 3-8d/3-3" HD. ANCHOR SSTB, - � w I I I III I I KEY PLAN L-BOLT OR HEx-DEAD a E.N. @ PANEL i i i iii iii 12. RIM JOIST TO TOP PLATE, TOENAIL 8d@6"/3'@6" SEE SCHEDULE FOR SIZE < ° �3- AR ENDS I I I iii 13 TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2-16d/3-3" HOLD-DOWN "HB" "SB.. STUD BOLT PLATE ANCHOR STUD.MIN. MAX.LOADS(W/ I I I III I I 14. CONTINUOUS HEADER, TWO PIECES 16d AT 16" ALONG EACH EDGE de ANCHOR OR NAILS WASHERS BOLT THICKNESS MIN.STUD) III ,✓X* -2-2x TRIMMER B.N. @PANEL UNLESS NOTED 15. CEILING JOISTS TO PLATE, TOENAIL 3-8d/5-3" EDGES i I I III ON PLAN 16. CONTINUOUS HEADER TO STUD, TOENAIL 4-8d HD3B 43/4" 2Y° 2-5/"ID M.B. Ya'x2" SQ. W10 5Yz"x5Y2 I I I I I I 3130 LB. I II III III III I ' 17. CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 3-16d/4-3" HD5B 5Ya' 3" 2-Y/4"O M.B. Y4%2" SQ. 5/8'ID 5Y"x5Y2' 4935 LB. i _______� iii iii 18. CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3-16d/4-3" ..a .` a• 4 3-%4"ID M.B. "x2" SQ. /a"ID 5Y2 x5Yz" 7345 LB. i i i i i L______ __a I I DEPTH HEADER OF SAME 19. RAFTER TO PLATE, TOENAIL 3-8d/3-3" HD7B 5Y 3 B E.N. FLAT 2x I I 1 I L --J I I AS TYPICAL 20. 1" BRACE TO EACH STUD AND PLATE, FACE NAIL 2-8d/2-3" BLOCKING WH E I 1 I 1 I I I FRAMING UNLESS NOTED 21 1"X8" SHEATHING R LESS TO EACH R de1 1 I I I I I 0 BEARING, FACE NAIL 3-8d 4D HD98 6Ya" 3Yi' 3-/e"Pl M.B. 5/s"x2Yz' SQ. 3/10 5Y2" 2" 10,035 LB. INDICATED ONPLANSI I 1 I I ON PLANS 11 I I I I I 22. WIDER THAN 1"X8" SHEATHING TO EACH BEARING, FACE NAIL 3-8d ,. a- @ PANEL EDGES I I I I 1 I I I • E I I OPNG. - 16d @24"/3 @16„ a HD12 7' 4' 4-1"0 M.B. %%3" SQ. tYa ID 5Yz x5Y" 15,510 LB. F.N. @ 23 BUILT UP CORNER STUDS 2 x le MIN. INTERMEDIAT E i- _i i i It 24. BUILT-UP GIRDER AND BEAMS, FACE NAIL 20d @32"/3" @24" TOP + BOTT. s ^ MEMBERS i i i i i I E. (STAGGERED, EA SIDE) HD19 7" 4" 5-1"0 M.B. x3 SQ, 1Y4'ID 5 z x5 z 19,070 LB. 1 I I 1 1 ----------t 1 1 AROUND SIMPSON SSTB ANCHOR L-BOLT ANCHOR HEx-HEAD BOLT 1 I I l r---------1 I OPENINGS 2-20d/3-3" AT ENDS AND EA. SPLICE *120 FOR 0 AND le - 8" lY4'0 ANCHORS de 8" 25. 2" PLANKS 2-16d AT EACH BEARING - 26. COLLAR TIE TO RAFTER, FACE NAIL 3-10d/4-3" NOTES: 27. JACK RAFTER TO HIP 3-10d 4-3" TOE NAIL; 1 AT EXISTING FOOTING USE SIMPSON EPDXY TIE (ET22) A.B. NOTES: 2-16d/ 3-3" FACE NAIL SYSTEM. SEE CORNER INSTALLATION REQUIREMENTS FOR 1. "F.N."=FIELD NAIL "B.N."=BOUNDARY NAIL "E.N."=EDGE NAIL 28. ROOF RAFTER TO 2X RIDGE BEAM 2-16d/ 3-3" TO END/ FACE NAIL EDGE DISTANCE AND EMBEDMENT 2. MIN. PANEL SHEET SIZE 2'-0"x4'-0" 2 ALLOWABLE LOADS MAY BE DOUBLED WITH SPECIAL INSPECTION 3. ALL ROOF NAILING IS TO BE INSPECTED BY LOCAL AUTHORITY 29. JOIST TO BAND JOIST, FACENAIL 3-16d/4-3" IN THE COUNTY PRIOR TO COVERING, 30. WOOD STRUCTURAL PANELS (NON-SHEAR PANELS) 3. 8" THICK MINIMUM STEM WALL FOR %'0 A.B. OR LARGER 4. LONG DIMENSION OF SHEATHING RUNS PERPENDICULAR TO JOISTS. SUBFLOOR AND WALL SHEATHING TO FRAMING STAGGER JOISTS @ HALF-SHEET. WOOD 1/2" AND LESS 6d COMMON OR DEFORMED SHANK 3 (HOLD-DOWN ANCHORS 4 WOOD HOLD-DOWN ANCHOR SCHEDULE 5 WOOD T19/32" TO 3/4" 8d COMMON OR 6d DEFORMED SHANK TYPICAL ROOF AND DIAPHRAGM NAILING 7// 1" 8d COMMON OR DEFORMED FD NK SH 5-402 P1.T.S. 5-401 SCALE: 3/4"=1'-0" 5-401 SCALE: 3/4"=1'-0" 1 1/8" TO 1 1/4" 10d COMMON OR 8d DEFORMED SHANK CONBINATION SUBFLOOR-UNDERLAYMENT TO FRAMING 3/4" AND LESS 6d DEFORMED SHANK 7/8" TO 1" 8d DEFORMED SHANK 1 1/8" TO 1 1/4" 10d COMMON OR 8d DEFORMED SHANK 31. PANEL SIDING TO FRAMING 6d CORROSION-RESISTANT 1/2" OR LESS 5/8" 8d CORROSION-RESISTANT 6 07/23/2022 Issued for Filing 32. FIBERBOARD SHEATHING: 5 05/27/2022 Issued for Filing 1/2" OR LESS NO. 11 GA. (SEE NOTE 2) 4 05/13/2022 Issued for Contract 6d COMMON NO. 16 GA. (SEE NOTE 3) 3 04/05/2022 Issued for Filing UPPER SHEAR WALL 5/8" NO. 11GA (SEE NOTE2) 2 07/02/2021 Issued for Bid HOLD-DOWN PER PLAN. 4x MINIMUM SIMPSON HD ANCHOR 8s COMMON 1 04/12/2021 Issued for Review SPECIFIED DEVICE MAY WOOD POST SEE PLAN FOR NO. 16GA (SEE NOTE2) DIFFER IN APPEARANCE --r SIZE AND LOCATION 33. INTERIOR PANELING ISSUE DATE DESCRIPTION -_-_-_ 2x STUDS @ 16"O.C. 1/4 4d (SEE NOTE 4) SHEAR PLATE i 3/8" 6d (SEE NOTE 5) m �2x BLOCKING SOLID BLOCKING. WHERE JOISTS END AT WALL, ---L --- -- BUILT UP COLUMN SCHEDULE NOTES: PROVIDE CONTINUOUS ----------- 1. NAILING SHOWN IS THE MINIMUMN REQUIRED, AND TYPICAL UNLESS SUPERSEDED BY PLANS OR ©2022 by Pablo De Miguel Architect PLLC. RIM-BOARD. n n BUILT-UP POST NAILING BOLTING REMARKS DETAILS. All rights reserved.This drawing or parts thereof,may IiI iliii it 2-2x6 STUDS 10D 11=3" @ 6" O.C. Y"0 A325 @ 6" O.C. MIN. END DIST.=2Y" 2. 3" NAILS REFER TO 3"x0.131"O MECHANICALLY-DRIVEN NAILS. CONSULT ENGINEER BEFORE not be reproduced in any form without permission. PROVIDE iii 1 I Vi II USING NAILS OF DIFFERENT GAUGE. ' 11 ii 3-2x6 STUDS 30D L=4Y" @ 8" O.C. Y"0 A325 @ 8" O.C. MIN. END DIST.=3}�" SQUASH-BLOCKS TO 1 u \ n 4-2x6 STUDS BOLT ONLY Y"0 A325 @ 8" O.C. MIN. END DIST.=3Y" SEAL&SIGNATURE MATCH BEARING AREA i u u n 2x FLOOR JOIST --------- - - ■ OF CHORD STUDS 11 N r ED I I I r-------- N 4r, �0 --- -I-m -- WASHERS JOIST QIr JOIST ( BLOCKING M I 2x STUDS @ 16"O.C. WHERE MAIN JOIST SPAN t 1 ___ IS PARALLEL TO WALL) i -- 1" FOR 2-2x6 LOWER SHEAR WALL WOOD/ESL BEAM 4x MINIMUM 3-2x6 NAILED 3-2x6 BOLTED * 41 ' PER PLAN WOOD POST INTERIOR HOLD-DOWN TO STEEL PLATE TO MATCH SOF ALIGN WITH CHORDS BEARING AREA OF ABOVE. WALL-END NOTES: ADJACENT CHORD STUDS HOLD-DOWN NOT SHOWN. 1. DETAIL SHOWS CONSTRUCTION OF ENGINEERED LUMBER: DETAIL WITH Pablo De Miguel AIA NYS Lic.# 031614 DIMENSION LUMBER IS SIMILAR. 2. SHEATHING NOT SHOWN. SEE SCHEDULE AND TYPICAL SHEAR WALL SHEET NAME: WOOD CONSTRUCTION DETAIL FOR BALANCE OF INFORMATION, DETAILS 6 1fYPICAL SHEAR/LOAD TRANSFER BETWEEN FLOORS 7 WOOD HOLD-DOWN AT FLOOR 8 WOOD BUILT-UP COLUMNS 9 WOOD NAILING SCHEDULE 5-401 SCALE: 3/4"=1'-0" 5-401 SCALE: 3/4"=1'-0" $-401 SCALE: 3/4"=1'-0" 11 $-401 SCALE: 3/4"-1'-0" DATE:7/25/22 SCALE: 1, Project No.2101 PAGE:29 of 30 DRAWING No.: S-401 .00 . . ROMO RESIDENCE HOME RENOVATION EXIST. PLYWOOD SILL NAILING PROVIDE SOLID BLOCKING SHEATHING @ 48"O.C. 2 END BAYS (TYPICAL) EDGE NAILING (TYPICAL) WOOD PSL BEAM OR 370 PLF UPLIF m PLYWOOD SUBFLOOR EDGE NAILINGM� - :,,A PLYWOOD SUB-FLOOR BEARING CONDITION ROOF JOIST ¢ MAY VARY 0 o N c� J Southold,NYNYv11971 M J A CO � z TJI WOOD JOIST WITH CL A _ ( + ° WEB STIFFENER OWNER: o n Q ++ O A V) w H7 HURRICANE ANCHOR SEE DETAIL AT LEFT FOR Melissa and Agustin Romo PLYWOOD 'SHEATHING AT EACH RAFTER v ADDITIONAL INFORMATION EDGE NAILIN J SEE PLAN ° 1820 Wells Avenue " z 2x STUD WALL o Southold NY 11971 0 6"x6" WOOD POST 4z o 16"d NAIL @ 3"O.C. A35 SEE SCHEDULE contact:Melissa and Agustin Romo RIM BOARD (ORIENTATION MAY VARY) SIMPSON MODEL MIT 3516 T.201.401.9355 E. melissatromo@gmaiLcom CS16 STRA-1 @ 48" 0.& o A35 FRAMING ANCHOR @ 16" NOTE: LFTA TYPICAL AT ALL SINGLE JOISTS WITH 22-10d NAIL O.C. BY SIMPSON FROM RIM SEE SHEAR PANEL SCHEDULE FOR FASTENING INFORMATION. LFTA ®_ TJI WOOD JOIST SIMPSON MODEL MIT 3516-2 ARCHITECT: FOR DOUBLE JOISTS FD BOARD TO TOP PLATE4T/DECK WOOD FRAMING WOOD ° HD6A Pablo De Miguel Architect PLLC o w SEE PLANS 67 35th Street,suite C406 o v �. /Z 2 PARALLEL TO EXTERIOR WALL 4 SHEAR WALL PERPENDICULAR TO TJ[ Brooklyn NY 11232 $-402 SCALE: 3/4"=1'-0" S-402 N.T.S. contact:Pablo de Miguel AIA T.646 265 0338 E.pablo@pablodemiguel.com W.www,pablodemiguel.com CS16 COILED STRA-1 PERIMETER WOOD BEAM ® ---WOOD PSL BEAM 16d NAIL @ 6"O.C. AT FRAMING PERPENDICULAR ® ® STRUCTURAL ENGINEER: SHEAR WALL SHEATING z_ LFLOOR JOIST (TYPICAL U.O.N.) TO TJI WOOD JOIST NOT SHOWN FOR CLARITYME A35 FRAMING ANCHOR Gilsanz MurraySteficek LLP EACH SIDE RI EACH 700 Canal Street, 1st Floor HPAHD22 HOLD DOWN "' 2x STUD WALL 2x SILL PLATE RAFTER TO RIDGE 6"x6" WOOD POST BY SIMPSON WITH 23-16d o Stamford,CT 06902 16d @ 6"O.C. contact:Ken Oen PE NAILS AT BUILDING CORNERS PLYWOOD SHEATHING SIMPSON MODEL LFTA o SIMPSON MODEL HD6A (SEE PLANS 2x STUD WALL U.O.N. WHERE OCCURS WHERE OCCURS T.917 428 7716 E.ken.oen@GMSLLP.com 2x P.T. SILL PLATE SIMPSW.www.gmsllp.com DEL CC Y"0 A.B.-12"LONG @ 16"O.C. 2'-0" ° y TYP. &,T/SLAB NEW 2x12 RAFTERS @ TYPICAL ATOALL POSTS AT SHEAR WALLS "0 A.B.-12"LONG @ 16"O.C. • __x___ x z SEE E PLANS CONTINUOUS JOIST 16" O.C. ALL OTHER LOCATION o •- 1 1_3xW/16 CONTINUOUS WITH 3/a°0 SHEAR STUD @ 24"O.C. TJI BLOCKING TJI BLOCKING _ FOUNDATION WALL 8" AT EACH BAY A35 @ 16"O.C. NEW 5Y4x14 PSL RIDGE SIMPSON MODEL TB27 (U.O.N.) CROSSBRACING TYPICA WOOD FRAMINGWOOD-FLOOR CONNECTION TO INTERIOR WOOD WOOD 1 PERPENDICULAR TO EXTERIOR WALL 3 STUD WALLS PERPENDICULAR CONDITION 5 SECTION AT RIDGE 6 TYPICAL HANGERS AND TIES 5-402 SCALE: 3/4"=1'-0" 5-402 SCALE: 3/4"=1'-0" 5-402 N.T.S. S-402 N.r.s. 3" MAX. PROVIDE SOLID BLOCKING BETWEEN ALL JOISTS IF 2x TOP PLAT BEARING WALL IS PRESENT FLOOR SHEATHING o ABOVE DOUBLE TOP DOUBLE TOP PLATE (HIGH) WHERE DEPTH OF NOTCH PLATE (LOW) BOUNDARY NAILING BLOCKING SEE NAILING FLOOR IS GREATER THAN 1" KEY PLAN LOOKOUT RAFTER SCHEDULE JOIST o PROVIDE ST6224 BY SIMPSON U.O.N. (TYP.) DOUBLE TOP PLATE SPLICE 4-14d SPLICE END OF SILL PLATE END NAIL STAGGERED5"MIN 5"MIN 5"MIN (U.O.N) (TYPICAL) HZ @ 24" O.C. RAKED PLATE -71 DOOR HEADER 9"MAX 9"MAX 9"MAX 2x6 BALLOONED FRAMED WALL 3-2x POST (U.O.N) WITBLOC,6dGT0EN�TOENAIL BAYS EACH SADE 11 STUD (TYPICAL) 2-2x WITH LSTA36 (U.O.N.) STUD NOTE: DOOR WHERE DEPTH OF NOTCH IS GREATER THAN D/5 PROVIDE OPENING� ANCHOR BOLT EACH SIDE OF NOTCH AS SHOWN. SILL PLATE WOOD 7 SECTION AT LOOKOUT RAFTER 8 WOOD TYPICAL STUD ASSEMBLIES 9 INTERIOR WALL WITH DOOR OPENING 10 WOOD PLATE NOTCH REINFORCEMENT 11 WOOD TOP PLATE ELEVATION CHANGE 5-402 N.T.S, S-402 SCALE: 3/4"=1'-0" 5-402 SCALE: 3/4"=1'-0" S-402 SCALE: 3/4"=1'-0" $-402 SCALE: 3/4"=1'-0" DOUBLE TOP PLATE 6 07/23/2022 Issued for Filing BEND AFTER 1 5 05/27/2022 Issued for Filin • CONCRETE E CURES� g 03" MINIMUM °®° 4 05/13/2022 Issued for Contract SIDECOVER 04/05/2022 Issued for Filing ® (2" FOR LCB) 07/02/2021 Issued for Bid 1 04/12/2021 Issued for Review NAIL TO EXISTING FLOOR FORM BOAR z SHEATHING TO REMAIN— FORM FLOOR FRAMING ISSUE DATE DESCRIPTION " i •o cn a •o q iio ° _ w= _ FINISHED FLOOR "' - - - - - - - - °o o°°o°•°off SIMPSON STRONG-TIE WINDOW HEADER SEE PLAN — CB OR LCRZ Cl) ©2022 by Pablo De Miguel Architect PLLC. + CS16 STRAP W/28-8d X o All rights reserved.This drawing or parts thereof,may + NAIL TOTAL HEADER/SILL '1' not be reproduced in any form without permission. TO 2x BLOCKING "N °®0 2-2x POST 2x STUD MEMBER AS PER PLAN INSTALL NEW BRIDGING H3 SIMPSON STRONG TIE SEAL&SIGNATURE (TYPICAL) U.O.N EXISTING JOIST HURRICANE TIE TRIM STUD WINDOW SILL (TYPICAL) AT 8'-O"O.C. (TYP. @ RAFTERS) D AR Cy�j` ®° NEW JOIST (TYPICAL} DE �� �,O GG WALL SHIM AS NEEDED AT SUPPORTS 1 STUD UPLIFT TO MAINTAIN CONTACT WITH [E STRAP UNDERSIDE OF EXISTING SHEATHING NEW RIDGE BEAMr�` ° SEE DETAIL 5-1/4"X18" PSL rl �4N +i+ SOLE+!+ 031f%A, � SIMPSON STRONG-TIE +i+ PLATE-] FOF N U AND HU +1+ NOTE: SEE PLAN FOR LOCATIONS. Pablo De Miguel AIA NYS Lic.# 031614 SHEET NAME: WOOD DETAILS II WOOD-WINDOW STRAPPINGRETROFIT ROOF DATE:7/25/22 SCALE: 1' = 1, 12 WOOD CONNECTORS 13 (DOOR STRAPPING SIMILAR 14 SISTERING OF EXISTING JOISTS 15 NEW RIDGE BEAM Project No.2101 PAGE:30 of 30 5-402 N.T.S. 5-402 N.T.S. S-4O2 SCALE 1" = 1'-0" S-4O2 SCALE 1" = 1'-0" DRAWING No.: 5-402.0® cm GENERAL CONSTRUCTION NOTES DELIVERY, STORAGE, & HANDLING ARCHITECTURAL ROMO RESIDENCE R O O RESIDENCEHOME RENOVATION 1. INFORMATION SHOWN ON THESE DRAWINGS IS 25. FIELD CONDITIONS MAY REQUIRE MODIFICATIONS IN 41• CONTRACTOR IS RESPONSIBLE FOR THE SAFETY, 1. DELIVER, STORE,AND HANDLE PRODUCTS IN Number Name Scale FOR DESIGN INTENT ONLY.VERIFY EXISTING THE DETAILS OF THE DRAWINGS AND QUANTITIES ACTIONS,AND CONDUCT OF HIS EMPLOYEES AND ACCORDANCE WITH MANUFACTURER'S A-000 Cover and Drawing List NTS CONDITIONS AND DIMENSIONS IN FIELD. OF WORK INVOLVED.THE WORK SHALL BE CARRIED HIS SUBCONTRACTORS' EMPLOYEES WHILE IN THE RECOMMENDATIONS, USING MEANS AND METHODS HOME RENOVATION COORDINATE DISCREPANCIES WITH THE OUT TO MEET THESE FIELD CONDITIONS IN PROJECT AREA,ADJACENT AREAS,AND IN THE THAT WILL PREVENT DAMAGE, DETERIORATION,AND A-001 Schedules I: Door and Window Schedules NTS G� ENGINEER. DO NOT SCALE DRAWINGS TO ACCORDANCE WITH THE CONTRACT DOCUMENTS. BUILDING AND ITS VICINITY. LOSS, INCLUDING THEFT. A-002 Schedules II: Finish and Lighting Schedules NTS 1820 Wells Ave `�outhold NY 11971 DETERMINE DIMENSIONS. 26. NEW WALLS AND PARTITIONS,WITHIN AREA OF 42. ALL MATERIALS, FINISHES, MANUFACTURED ITEMS, 2. CONTROL DELIVERY SCHEDULES TO MINIMIZE A-003 Schedules III: Plumbing Schedule NTS 2. ESTABLISH LINES, GRADES, AND BENCHMARKS WORK SHALL RECEIVE A PRIMER AND (2) FINISH AND EQUIPMENT SHALL BE INSTALLED IN FULL LONG-TERM STORAGE AT THE SITE AND PREVENT 1820 Wells Ave Southold, NY 11971 NECESSARY FOR PROPER WORK. FURNISH GIVEN COATS OF SCHEDULED FINISH PAINT. INTERIOR TRIM ACCORDANCE WITH THE SUPPLIER'S OR OVERCROWDING OF CONSTRUCTION SPACES. IN D-101 First and Basement Floor Demolition Plans 1/411=1 1-0., LIST OF ABBREVIATIONS, SURVEY DATA. (DOORS, FRAMES, ETC.)SHALL RECEIVE A PRIMER MANUFACTURER'S WRITTEN RECOMMENDATIONS PARTICULAR, COORDINATE DELIVERY AND OWNER: 3. BE RESPONSIBLE FOR QUANTITIES OF WORK. AND(2) FINISH COATS OF SEMI-GLOSS PAINT. OR THESE DOCUMENTS, WHICHEVER IS MORE INSTALLATION TO INSURE MINIMUM HOLDING OF FURNISH LABOR, MATERIALS,AND EQUIPMENT STRINGENT. STORAGE TIMES FOR ITEMS KNOWN OR Melissa and Agustin Romo C� -At INCL. - Include/Including -101 Proposed Basement Floor Construction Plan 1/4"=V-0" A.C.T. -Acoustical Ceiling Tile INFO. - Information COLORS ARE TO CONFORM TO THE FINISH A-102 �� � �� 1820 Wells Avenue REQUIRED TO COMPLETE WORK. SCHEDULE OR WILL BE SELECTED BY THE 43. REQUESTS TO SUBSTITUTE ANY PRODUCT, RECOGNIZED TO BE FLAMMABLE, HAZARDOUS, Proposed First Floor Construction Plan 1/4 =1 -0 Southold NY 11971 A.F.C. -Above Finished Ceiling INSUL. - Insulate, Insulating, Insulation 4. PROVIDE It OF WORKMAN'S COMPENSATION TECHNIQUE, OR MATERIAL SHALL BE SUBMITTED IN EASILY DAMAGED OR SENSITIVE TO It 1 contact:Melissa and Agustin Romo ARCHITECT. A-103 Proposed Roof Floor Construction Plan 1/4 =1 -0 T.201.401.9355 E.melissatromo@gmail.com A.F.F. -Above Finished Floor INT. - Interior INSURANCE AND DISABILITY INSURANCE WRITIN3 TO ARCHITECT FOR APPROVAL. SAMPLES, 27. ELEVATION 0-0 IS A REFERENCE OF THE EXISTING DETERIORATION, THEFT AND THEIR SOURCES OF _ AIA -American Institute of Architects JAN. -Janitor COVERAGE REQUIRED BY GOVERNING STATE LAW PRODUCT INFORMATION,AND DRAWINGS SHALL BE LOSS. � �� � 11 ARCHITECT: FINISHED FLOOR HEIGHT. NOTATION TO HEIGHTS A-201 Proposed Exterior Elevations 1/4 =1 -0 AIEE -American Institute of Electrical Engineers K.D. - Knock Down p PRIOR TO START OF WORK. WILL BE FROM THIS ELEVATION, UNLESS REQUIRED PRIOR TO SUBSTITUTION APPROVAL. 3. DELIVER PRODUCTS TO THE SITE IN THE Pablo De Miguel Architect PLLC AISC. -American Institute of Steel Contractors K.O. - Knock Out 5. COORDINATE DRYWALL WORK WITH THAT OF OTHERWISE NOTED. SURFACES ABOVE RAISED PROPOSED SUBSTITUTION SHALL BE OF EQUAL MANUFACTURER'S SEALED CONTAINER OR OTHER 67 35th Street,suite 0406 ALUM. -Aluminum KW. - Kilowatt OTHER TRADES IF DRYWALL IS IN CONFLICT WITH A-301 Proposed Building Sections 1 1/4"=1 '-0" Brooklyn NY 11232 FLOOR ARE TAKEN FROM FINISHED RAISED FLOOR QUALITY AND PERFORMANCE SPECIFICATION TO PACKAGING SYSTEM, COMPLETE WITH LABELS AND p g contact: Pablo de Miguel AIA ALT. -Alternate L. - Length DUCTWORK, PLUMBING LINES, ETC. HEIGHT AND NOTED (A.R.F.) THAT ORIGINALLY SPECIFIED. INSTRUCTIONS OR HANDLING, STORING, A-302 Proposed Buildin Sections II 1/4"=1 '-0" T.646 265 0338 E.pablo@pablodemiguel.com AMP. -Ampere LAV. - Lavatory 6. PROVIDE NECESSARY BRIDGING AND BRACING 28. SEAL PENETRATIONS THROUGH NEW FIRE RATED 44. ALL WORKMANSHIP, MATERIAL, AND EQUIPMENT UNPACKING, PROTECTING, AND INSTALLING. . W.www.pablodemiguel.com APT. -Apartment LB. - Pound REQUIRED TO SECURE DRYWALL AND MAINTAIN WALLS, CEILINGS, ETC. WITH ARCHITECT APPROVED SHALL 3E GUARANTEED FOR ONE YEAR FROM DATE 4. STORE PRODUCTS AT THE SITE IN A MANNER THAT A-401 Proposed Basement Reflected Ceiling Plan 1/4 11=1 1-FSTRUCTURAL ENGINEER: ARCH. -Architect or Architectural L.H. - Left Hand FIRE AND SOUND RATING WHERE INDICATED ON 3M FIRE STOPPING PRODUCTS. FIRE STOPPING OF OW14ER ACCEPTANCE.ANY FAILURE OR WILL FACILITATE INSPECTION AND MEASUREMENT „ „ A-402 Proposed First Floor Reflected Ceiling Plan 1/4 =1 -0 Gilsanz Murray Steficek LLP ASHRAE -American Society of Heating, Refrigerating, L.H.R. - Left Hand Reverse THE DRAWINGS. PERIMETER OF DUCT/CONDUIT PENETRATIONS. DETERIDRATION WITHIN THIS PERIOD SHALL BE OF QUANTITY OR COUNTING OF UNITS. 700 Canal Street, 1st Floor &Air Conditioning Engineers LIN. - Linear Stamford,CT 06902 7. PROVIDE METAL CORNER BEADS AT VERTICAL AND REFER TO DETAILS FOR ADDITIONAL INFORMATION. CORRECTED BY THE CONTRACTOR AT THE 5. STORE HEAVY MATERIALS AWAY FROM THE ASME -American Society of Mechanical Engineers LT. - Light A-501 Details I - Wall Types, Floor Types I� 11 contact:Ken Oen PE HORIZONTAL OUTSIDE CORNERS AND METAL J 29. LARGE SCALE DRAWINGS TAKE PRECEDENT OVER CONTRACTORS EXPENSE. PROJECT STRUCTURE 1N A MANNER THAT WILL NOT YP YP 1 1/2 =1 -0 T.9174287716 E.ken.oen@GMSLLP.com ASTM -American Society of Testing Engineers MA . - Manufacturer MOLDS AT EXPOSED EDGES, SPACKLE AND FINISH SMALL SCALE DRAWINGS. DETAIL DRAWINGS TAKE 45. CONTRACTOR SHALL ARRANGE ACCESS TO ENDANGER THE SUPPORTING CONSTRUCTION. A-502 Details II - Wall Sections 1 1/2.=1 ._0. W www.gmsllp.com ASSOC.WG -Associated,Association MAT. -Material TO FORM STRAIGHT AND SMOOTH WALLS. PRECEDENT OVER LARGE AND SMALL SCALE BUILDING AND PROJECT SITE VIA PROJECT A-503 Details III - Wall Sections 1 1/211=1 '-0" AWG -American Wire Gauge MAX. - Maximum 8. PROVIDE WATER RESISTANT GYPSUM BOARD FOR DRAWINGS. MANAGER AND SHALL FOLLOW ALL BUILDING BD. - Board MECH. - Mechanical A-504 Details IV - Door Details 1 1/2"=1 '-0" B.L. - Building Line MED. - Medium PARTITIONS ADJACENT TO PLUMBING LINES OR 30. IN THE EVENT OF DISCREPANCY BETWEEN SPECIFIC RULES OF CONDUCT AS ENFORCED BY REMOVAL PERFORMANCE DISCLAIMER A-505 Details V - Bathrooms FIXTURES. DRAWINGS AND SPECIFICATIONS OR BETWEEN THE PROJECT MANAGER. CONTRACTOR SHALL 1 1/211=1'-0" BLDG. - Building MEZZ. - Mezzanine A-506 Details VI - Casework ' " 9. BUILT-IN CABINET WORK SHALL BE ENCASED IN DRAWINGS BRING THE DISCREPANCY TO THE ONLY USE BUILDING ENTRANCE AS SPECIFIED BY 1 1/2 =1 -0 BLK. - Block MIN. - Minimum THE ARCHITECT AND ARCHITECT'S CONSULTANTS DO LAMINATE CLASS B FINISH COMPLETELY.ANY ARCHITECT'S ATTENTION IMMEDIATELY, IN WRITING, PROJECT MANAGER AND ARCHITECT. CONTRACTOR NOT ASSUME RESPONSIBILITY FOR THE MEANS BY BM. - Beam misc.L. - Miscellaneous EXPOSED FACE CABINET SHALL UTILIZE FIRE FOR CLARIFICATION.THE GREATER MONETARY SHALL BE RESPONSIBLE FOR COORDINATING A-601 Interior Elevations I - Bathrooms 1/211=1 '-0" B.O. - By Others MTL. - Metal RETARDANT WOOD MATERIAL.WOOD BLOCKING MATERIAL REMOVAL AND DELIVERY WITH PROJECT WHICH THE REMOVAL IS PERFORMED.THE BOT.. -Bottom N. - North VALUE SHALL TAKE PRECEDENCE IN THE EVENT THE CONTRACTOR SHALL REMOVE AND/OR PERFORM THE A-602 Interior Elevations II - Kitchen 1/2"=1 '-0" SHALL BE PRESSURE TREATED WITH A FIRE CONTRACTOR NEGLECTS TO OBTAIN MANAGER SO AS TO AVOID DISTURBANCE TO B.O.S. -Bottom of Steel NEC - National Electrical Code ITEMS NOTED AS SUCH IN THESE DOCUMENTS INRETARDANT AND PROVIDED WITHIN LIGHT GAUGE CLARIFICATION. EXISTING TENANTS AND/OR NEIGHBORS. PROFESSIONAL MANNER IN ACCORDANCE WITH "GOOD 11 BTU - British Thermal Unit NEMA - National Electrical M Assoc STEEL FRAMING TO RECEIVE MILLWORK. CONTRACTOR SHALL ARRANGE WITH PROJECT A-701 Proposed Basement Power and Data Plan 1/411=1 -0 31. THE CONTRACTOR SHALL TAKE NO ADVANTAGE OF GENERAL PRACTICES". CAB. -Cabinet N.I.C. - Not in Contract PROPERLY SEAL AND PRIME NEW WOOD MANAGER AND ARCHITECT FOR AFTER-HOURS A-702 Proposed First Floor Power and Data Plan 1/4"=1 '-0" ANY APPARENT ERROR OR OMISSION IN THE p CLG: -Ceiling NO. - Number SURFACES TO RECEIVE FINISH COAT. CONTRACT DOCUMENTS. IN THE EVENT THE ACCESS TO PROJECT SITE. C.T. -Ceramic Tile N.T.S. - Not to Scale 10. PROVIDE FIRE RETARDANT PLYWOOD PANELS CONTRACTOR DISCOVERS SUCH AN ERROR, OR 46. CONTRACTOR SHALL PROVIDE MINOR DETAILS NOT TPP NOTE STRUCTURAL CFM -Cubic Feet Per Minute OA. -Overall SECURED AND ANCHORED ACROSS 3-STUDS OMISSION IN THE CONTRACT DOCUMENTS, HE USUALLY SHOWN OR SPECIFIED, BUT NECESSARY C.H. -Ceiling Height OA.D. -Overall Dimension WITHIN LIGHT GAUGE STEEL FRAMING WHEN SHALL IMMEDIATELY NOTIFY THE ARCHITECT.THE FOR PROPER CONSTRUCTION OF ANY PART OF THE THERE IS TO BE NO USE AND/OR OCCUPANCY DURING CL. -Centerline O.C. -On Center NECESSARY TO ACCEPT PLASMA TV STEEL ARCHITECT WILL THEN MAKE SUCH CORRECTIONS WORK SHALL BE INCLUDED AS IF THEY WERE CONSTRUCTION. S-001 Structural notes NTS CLKG. -Caulking O.D. -Outside Diameter MOUNTING BRACKET ASSEMBLY. AND INTERPRETATIONS AS MAY BE DEEMED INCLUDED IN THE DRAWINGS. S-100 Proposed Roof and First Floors Framing Plans 1/4"=1 '-0" CLO. -Closet OFF. -Office 11. SET CEILING HEIGHTS AS INDICATED ON THE NECESSARY FOR FULFILLING THE INTENT OF THE 47. CONTRACTORS SHALL BREAK OUT IN THEIR S-401 Wood Details I varies CLR. -Clear P.A. - Public Assembly DRAWINGS MEASURED FROM FINISH FLOORCONTRACT DOCUMENTS. PRICING COST ITEMS OUTLINED BY ARCHITECT FOR SYMBOL LEGEND S-402 Wood Details II varies COL. -Column PCF - Pounds Per Cubic Foot UNLESS OTHERWISE NOTED. SEE FINISH 32. VERIFY FIELD CONDITIONS AND NECESSARY REVIEW AS ADD ALTERNATES.ALL ADD ALTERNATES CONC. -Concrete PERF. - Perforated SCHEDULE. DIMENSIONS PRIOR TO BEGINNING WORK AT THIS SHALL INCLUDE ALL CONTRACTOR'S O&P SO THAT I- - - CONST. - Construction PERM. -Permanent 12. NOTIFY THE ARCHITECT IMMEDIATELY AND PRIOR SITE AND REPORT ANY DISCREPANCIES TO THE THEY MAY BE ADDED STRICTLY AS ELECTIVE LINE I I DETAIL NUMBER CONT. -Continuous PERP. - Perpendicular TO PROGRESS OF WORK IF UNUSUAL FIELD ARCHITECT FOR CLARIFICATION AND AMENDMENT. ITEMS. KEY PLAN Ate## i SITE PLAN: CONTR. -Contractor PH. - Phase CONDITIONS ARISE WHICH WOULD PREVENT THE 33. THE CONTRACTOR SHALL BE RESPONSIBLE TO 48. CONTRACTOR SHALL BE RESPONSIBLE FOR SEEING i CORR. -Corridor P. LAM. - Plastic Laminate SHEET NUMBER SCALE: 1"=40' CEILING AND/OR LIGHT FIXTURES FROM BEING COORDINATE ALL TRADES UNLESS A THAT EACH SUBCONTRACTOR CLEANS UP AND L _ _ J (ON WHICH DETAIL APPEARS) COV'G. -Covering PLMB. - Plumbing INSTALLED AT THE INDICATED HEIGHT. CONSTRUCTION MANAGER IS PRESENT. REMOVES, DAILY, ANY AND ALL DEBRIS GENERATED NE CPT., -Carpet PNL. - Plywood 13. IN GENERAL, EXECUTE THE CEILING WORK TO BY CONSTRUCTION OPERATIONS, MAKING READY KAP `l 34. THE CONTRACTOR SHALL COORDINATE WITH THE �G �P CS. -Countersink PNL. -Panel fI=F�N ROP° PROVIDE A SMOOTH, CONTINUOUS, MATCHING, MECHANICAL AND ELECTRICAL DRAWINGS FOR FOR ALL SUBSEQUENT SUBCONTRACTORS. ELEVATION/SECTION NUMBER PSpNPLf .�° CTR. -Center POS. - Polished TIGHT,AND ALIGNING CEILING.THE FINAL CEILING ROUGH/FINISH CARPENTRY REQUIRED FOR 49. GENERAL CONTRACTOR SHALL: EXERCISE CU. FT -Cubic Feet POS. - Positive INSTALLATION SHALL BE FREE OF VISUAL REASONABLE PRECAUTION IN THE PROTECTION OF A-### INSTALLATION OF THEIR WORK.THIS INCLUDES, BUT SHEET NUMBER CU. IN. -Cubic Inch PSF - Pound Per Square Foot DEFECTS. REPAIR/REPLACE WHERE DAMAGED BY IS NOT LIMITED TO,THE FRAMED OPENINGS OF ALL EXISTING FINISHES TO REMAIN AND/OR ALL (ON WHICH ELEVATION APPEARS) CU.YD. -Cubic Yard PSI - Pound Per Square Inch OTHER TRADES. _ DUCTWORK,TRANSFER GRILLES, PIPING,ACCESS EXISTING SUBSTRATES TO RECEIVE NEW FINISH; W D. - Depth or Deep PTN. - Partition 14. DO NECESSARY CUTTING FOR AND/OR BRIDGING SCHEDULE AND COORDINATE ALL TRADES TO 2 c DB. - Decibel PT. - Paint DOORS, CHOPPING FOR DRAINS, FIRE/SMOKE REQUIRED FOR LIGHT FIXTURES,AIR DIFFUSERS, DAMPERS, ETC. ELIMINATE DAMAGE TO ALL FLOOR MATERIALS Q o DBL. - Double PTD. - Painted ETC. 35. THE CONTRACTOR SHALL BE RESPONSIBLE TO ONCE INSTALLED; PROVIDE PROTECTIVE ## co�I J INTERIOR ELEVATION TAGS - ~ DEPT. - Department PR. - Pair 15. INSTALL RESILIENT BASES STRAIGHT AND TRUE, PROTECT ANY MECHANICAL, ELECTRICAL, COVERINGS FOR ALL FLOOR, PARTITION AND W: DET. - Detail QUAL. -Quality TERMINATING THEM AGAINST OUTER EDGES OF PLUMBING, OR UTILITY SERVICE EQUIPMENT FROM CEILING FINISHES TO REMAIN IN THE PROJECT AREA 4 Q D.F. - Drinking Fountain RAD. - Radius DOOR FRAMES. FURNISH AND INSTALL RESILIENT DAMAGE DURING CONSTRUCTION. AND FOR ALL FINISHES WHICH MAY BE SUBJECT TO A ### SHEET NUMBER (ON WHICH ELEVATION APPEARS) DIA. - Diameter RE. - Refer BASE CORNER SECTIONS SHALL BE PROVIDED IN 36. WORK DESCRIBED BY THESE DOCUMENTS SHALL TRAFFIC OR CONSTRUCTION ACTIVITY IN ADJACENT DIAL. - Diagonal REC'D. - Received LENGTHS NOT LESS THAN V-0" MEASURED FROM BE PERFORMED IN FULL ACCORDANCE WITH THE AREAS;PROVIDE PROTECTIVE COVERING FOR ALL DIM. - Dimension RECP. - Receptacle THE CORNER. CURRENT VERSION OF ALL APPLICABLE CODES, WINDOWS AND OTHER GLASS TO REMAIN; PROVIDE DIV. - Division REF. - Refrigerator 16. COMPLETELY SEAL ABOVE CEILING PENETRATION INCLUDING BUT NOT LIMITED TO THE FOLLOWING IMPACT PROTECTION FOR ALL INTERIOR FINISHES; DN. -Down R.H. - Right Hand CORES THROUGH FLOOR AND ROOF DECKS TO CODES: UNIFORM BUILDING CODE, UNIFORM PROVIDE MINIMUM 1/8 INCH THICK TEMPERED T.O.'CONC. _ SPOT ELEVATION, DATUM DR.(S) - Door(s) R.H.R. - Right Hand Reverse MAINTAIN EXISTING FIRE RATINGS,TYPICAL. MECHANICAL CODE; UNIFORM FIRE CODE, NFPA HARDBOARD OR PLYWOOD GANG WAY TO PROTECT 0 -O DWG. - Drawing REQ. - Required UTILIZE 3M FIRE STOPPING PRODUCTS AND STANDARDS, NATIONAL ELECTRICAL CODE, ALL FLOORING MATERIALS FROM BREAKAGE, ELEV. - Elevation or Elevator(context determines) RM.(S) - Room(s) ASSEMBLIES. UNIFORM PLUMBING CODE,ALL AS ADOPTED BY MT. CRACKING, SCRATCHING OR OTHER DAMAGE FROM ELEC. - Electrical S.S. - Stainless Steel 17. WHERE DUCTS OR PART OF DUCTS ARE RUNNING VERNON, STATE OF NEW YORK. DOLLIES, HAND TRUCKS OR ROLLING BINS OR TOOL ENAM. - Enamel S.C. -Solid Core PARALLEL OVER FIRE RATED PARTITIONS, EXTEND 37. CONTRACTOR SHALL REVIEW THESE PLANS CARTS USED TO TRANSPORT MATERIALS TO AND ENGR. - Engineer SECT. -Section PARTITIONS AROUND DUCTS TO EFFECT THOROUGHLY, MAKE A DETAILED SITE VISIT,AND FROM PROJECT AREA; EXTEND PROTECTION FROM EQ. - Equal SEP. -Separate COMPLETE FIRE RATED ASSEMBLIES. SHALL IMMEDIATELY BRING ANY INCONSISTENCY, BUILDING ENTRY(IES)TO PROJECT AREA. 7 10/04/2022 Demo Adjustments EQUIP. - Equipment SIM. -Similar 18. WHERE DUCTS PENETRATE A FIRE RATED SITE LAYOUT PROBLEM, OR ANY OTHER REQUEST 50. THE CONTRACTOR SHALL PROTECT INTERIOR REVISION-ADDENDUM A6 07/23/2022 Issued for Filing E.W.C. - Electric Water Cooler SPEC.(S) -Specification(s) PARTITION AT AN ANGLE, SO THAT A FIRE DAMPER FOR CLARIFICATION TO THE ARCHITECT FOR SURFACE OF GLAZING AT ALL TIMES FROM BUILDING DATA: 5 05/27/2022 Issued for Filing EXH. - Exhaust SPKR. -Speaker CANNOT BE INSTALLED AT CENTERLINE OF RATED RESOLUTION PRIOR TO THE DELIVERY OF ANY BID BREAKAGE AND SCRATCHING OF WINDOW 4 05/13/2022 Issued for Contract EXIST. - Existing SPKLR. -Sprinkler PARTITION, EXTEND A HOUSING FRO THE RATED OR WORK. FAILURE TO DO SO SHALL CAUSE THE COATINGS. ANY HOLLOWS OR DAMAGED AREAS OF 3 04/05/2022 Issued for Pilin EXP. - Exposed SQ. -Square PARTITION TO THE FIRE DAMPER.COMPLETELY CONCRETE FLOOR SHALL BE REPAIRED MADE LEVEL XX SUFFOLK CONTY TAX#: 1000-70-3-20 PARCEL AREA: 0.6 ACRES g CONTRACTOR TO BE INELIGIBLE FOR EXTRAS EXTR. - Extruded SQ. FT. -Square Foot ENCLOSE THE DUCTS WITH MATERIAL EQUAL TO RELATING TO SUCH MATTERS. PRIOR TO COMMENCEMENT OF NEW ## ROOM NAME,NUMBER AND SQ ZONING : R-40 USE GROUP: R-3 TYPE OF CONSTRUCTION:TYPE V 2 07/02/2021 Issued for Bid EXT. ' - Exterior SR. - SeniorBUILDING: STORIES: 1+CELLAR 1 04/12/2021 Issued for Review THAT OF THE PARTITION FIRE RATING. COMPLETE 38. CONTRACTOR SHALL SUBMIT REPRODUCIBLE SHOP CONSTRUCTION.THE CONTRACTOR SHALL REMOVE ##sq ft F.D. - Fire Damper STD. -Standard PARTITION FIRE RATING SHALL BE MAINTAINED. FROM DEMOLISHED WALLS OR PORTIONS OF WALLS EXISTING FLOOR AREA FIRST FLOOR: 1,886 SF PROPOSED: 2,061 SF ISSUE DATE DESCRIPTION DRAWINGS TO ARCHITECT FOR OWNER'S, 820 SF: 1,820 SF PROPOSED: 1BELOW GROUND F.H. . - Full Height STL. -Steel 19. WHERE PIPES, CONDUITS, OR LOW TENSION ARCHITECT'S,AND ENGINEER'S APPROVAL. ALL POWER CIRCUITS AND SWITCH LEGS BACK TO EXISTING CELLAR/GARAGE( ) ' FIN. - Finish STRUC. -Structural WIRING PENETRATE FIRE RATED OR SOUND RATED 39. CONTRACTOR SHALL COORDINATE WITH ALL FIRST JUNCTION BOX. REMOVE ANY MILLWORK OR xX-# FINISH TAG FL. - Floor SUPT. -Superintendent ENCLOSURES SUCH AS WALL OR SLAB,THE TRADES TO PROVIDE COMPLETE WORKING WALL-MOUNTED PLUMBING FIXTURES FROM FT. - Foot SUSP. -Suspended SPACES AROUND SUCH PENETRATIONS SHALL WALLS INDICATED TO BE DEMOLISHED AND NOT ©2022 by Pablo De Miguel Architect PLLC, SYSTEMS. CONTRACTOR SHALL LAY OUT HIS WORK BUILDING DEPARTMENT NOTES: All rights reserved.This drawing or parts thereof,may FIG. - Figure TEL. -Telephone NOT EXCEED 1/2". PACK SPACES SOLID WITH AND SHALL PROVIDE DIMENSIONS AND LAYOUT IN OTHERWISE SHOWN.THE CONTRACTOR SHALL not be reproduced in any form without permission. FIN. - Finish THK. -Thick/Thickness MINERAL WOOL OR APPROVED EQUAL ON BOTH ADVANCE FOR ALL OTHER TRADES(PLUMBING, MAINTAIN PARTITION TYPE A TRUCK OR OTHER VEHICLE FOR THE RENOVATION WORK DESCRIBED HEREIN SHALL COMPLY WITH ALL APPLICABLE FEDERAL, SEAL&SIGNATURE FPRF. - Fireproof TYR -Typical SIDES OF THE RATED ENCLOSURE TO ENSURE ELECTRICAL, STRUCTURAL, MECHANICAL, ETC.)AND REMOVAL OF WASTE MATERIALS DAILY FROM SITE. FIX. - Fixture U.L. - Underwriter's Laboratories STATE,AND MUNICIPAL BUILDING CODES AND REPRESENTS: FULL FIRE/SOUND RATING IN COMPLIANCE WITH IMMEDIATELY NOTIFY ARCHITECT OF CONFLICT WASTE MATERIALS SHALL BE TRANSPORTED TO aSDARC,S, F.P.S.C. - Fireproof Self Closing U.O.N. - Unless Otherwise Noted THE LOCAL BUILDING CODE. SUCH VEHICLE BY COVERED RUBBER-TIRED CARTS. v�DE BEFORE PROCEEDING. NO CHANGE IN USE FT LB. - Foot Pound UR. - Urinal 20. FURNISH AND INSTALL 24 HOUR TEMPORARY ANY LIGHTING FIXTURES REMOVED FROM THE ## WINDOW NUMBER w� G 40. DRAWINGS OF EXISTING FACILITIES ARE, IN NO CHANGE OCCUPANCY ¢ �� Cj► FTG. - Footing V.C.T. -Vinyl Composition Tile LIGHTING INCLUDING TEMPORARY LIGHTING FRO GENERAL, DIAGRAMMATIC. EXACT LOCATIONS SPACE AND NOT DISPOSED OF SHALL BE SALVAGED NO CHANGE IN EGRESS > GA. -Gauge VERT. -Vertical INSTALLATION OR DELIVERY OF GOODS OR AS DIRECTED BY THE ARCHITECT.THE SHALL BE DETERMINED BY THE CONTRACTOR FROM NO CHANGE IN ZONING g t GAL.' -Gallon V.I.F. -Verify In Field MATERIAL ON WEEKENDS. FIELD MEASUREMENTS TAKEN BY CONTRACTOR'S CONTRACTOR SHALL TAKE CARE NOT TO O DOOR NUMBER GALV. - Galvanized VS. -Versus 21. PARTITION THICKNESS SHOWN ON PERSONNEL.ACTUAL ARRANGEMENT OF THE WORK UNREASONABLY CAUSE DAMAGE ANY SALVAGED 031 G.C.. -General Contractor VOL. -Volume CONSTRUCTION PLANS OR ENLARGED PLANS ARE MATERIALS OR FIXTURES. BUILDING CODE: 9TH .c SHALL FOLLOW LOCATIONS SHOWN ON THE OrF N� GL. -Glass W. -Width NOMIMAL DIMENSIONS FROM FINISH FACE OF DRAWINGS WITHIN THE CONSTRAINTS OF EXISTING 51. DO NOT SCALE DRAWINGS FOR DIMENSIONS. G.P.M. -Gallons per Minute W/ -With GYPSUM BOARD TO FINISH FACE OF GYPSUM EQUIPMENT AND CONSTRUCTION. DIMENSIONS CONTACT ARCHITECT FOR CLARIFICATION AND/OR � COLUMN LINE BASED ON THE 2020 NEW YORK STATE BUILDING CODE, WHICH IS BASED ON THE FOLLOWING Pablo De Miguel AIA NYS Lic.# 031614 GYP. -Gypsum W.C. -Water Closet BOARD UNLESS OTHERWISE NOTED. SEE SHALL GOVERN THESE DRAWINGS AND THEY ARE ADDITIONAL INFORMATION IF REQUIRED. NATIONAL MODEL CODES: SHEET NAME: HC. . - Handicapped WD. -Wood PARTITION TYPE DETAIL FOR ACTUAL NOT TO BE SCALED. DRAWING AND NOTES TO 52. REFER-O STRUCTURAL, MECHANICAL, ELECTRICAL, HGT. - Height W/O -Without DIMENSIONS. DRAWINGS ARE CORRELATIVE AND HAVE EQUAL PLUMBING DRAWINGS PROVIDED BY ENGINEER AND 2018 INTERNATIONAL BUILDING CODE(W/AMENDMENTS) COVER SHEET HDW. - Hardware WP. -Waterproof 22. ALIGN AND SAND SMOOTH GYPSUM BOARD AUTHORITY AND PRIORITY. SHOULD THERE BE CONSULTANTS FOR DETAILED SIZES, 2018 INTERNATIONAL EXISTING BUILDING CODE (W/AMENDMENTS) H.M., - Hollow Metal' WT -Weight SURFACES. DISCREPANCIES IN THEMSELVES OR BETWEEN SPECIFICATIONS, DETAILS AND INSTRUCTION. INDICATES ALIGNMENT 2018 INTERNATIONAL RESIDENTIAL BUILDING CODE(W/AMENDMENTS) HOR. - Horizontal YD. -Yard 23. WORK SHALL BE ERECTED AND INSTALLED THEM, CONTRACTOR SHALL BASE BID PRICING ON 53. THE CONTRACTOR SHALL FILE WITH THE 2018 INTERNATIONAL PLUMBING CODE(W/AMENDMENTS) HR. " - Hour PLUMB, LEVEL, SQUARE,AND TRUE AND IN DEPARTMENT OF BUILDINGS AND OBTAIN ALL 2018 INTERNATIONAL MECHANICAL CODE(W/AMENDMENTS) THE MOST EXPENSIVE COMBINATION OF QUALITY DATE: 10/5/22 SCALE: 1/4, H.R. - Handrail PROPER ALIGNMENT. AND/OR QUANTITY OF THE WORK INDICATED. IN THE NECESSARY CERTIFICATES OF INSURANCE, PAY ALL 2018 INTERNATIONAL ENERGY CONSERVATION CODE(W/AMENDMENTS) - 1' 8% ., _49- H.W. - Hot Water SYMBOLS USED AS ABBREVIATIONS 24. FULLY PACK AND SEAL EXISTING AND NEW FLOOR EVENT OF DISCREPANCIES,THE APPROPRIATE FEES, OBTAIN ALL PERMITS,AND PROVIDE ANY 2017 NFPA 70, NATIONAL ELECTRICAL CODE Project No.2101 PAGE: 1 of 30 HVAC - Heating, Ventilation &Air Conditioning CL -Centerline PENETRATIONS FOR PIPING IN ACCORDANCE WITH METHOD OF PERFORMING THE WORK AND/OR WORK HEREIN DESCRIBED. 2009 ICC/ANSI A117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES DRAWING No.: 1.D. - Inside Diameter # -Pound or Number THE GOVERNING BUILDING LAWS. ITEMS TO BE INCORPORATED INTO THE SCOPE OF 54. GC WILL PROVIDE WORKING (1)5LB ABC FIRE NOTE DRAWING NOTE A �00■00 IN. - inch THE WORK SHALL BE DETERMINED BY THE EXTINGUISHER PER FLOOR AT SITE DURING ARCHITECT OR ENGINEER.. CONSTRUCTION. r DOOR LEGEND ROMO RESIDENCE HOME RENOVATION I sn I j I, k w 1820 Wells Ave Southold,NY 11971 OWNER: ` i / / Melissa and Agustin Romo I 1 1820 WellsNY 119]1 l P l971 -u 'I � -� - � `-'"-- --""` Southold z-B '� �'E 1 „ sc• e�-s• 'r s`0• k . °'°• k r * * contact:Nind Agustin Roma T.201.4010355 03 4355 E melissatromoagmail.com ARCHITECT owns o1 D12 W 04,G5,ON VC DA D9,on,Dn, EI E2 E9,En BE EA GBT Goo D12Pablo De Miguel Architect FIELDo1rANnry s 1 1 1 e 1 1 z 1 1 z wood wrERIOR-aucK 67 35th Street,SURe C406 FINISH P4 NTED FT`2 PANTED PTUP-GUI- BS PAINTED PT-01 PAW TOR PAWED NN02 CEDAR EXTERIOR/PAINT PT 02 INTERIOR WCINTERIOR-BLACK EXTERIOR WCdomm� -BLACK FRERIOR WOOD INTERiOR'BLACK EXTERIOR GRAPHITE EXTERIOR Brooklyn NV 11232 COORDINATE WoX KITCHEN SPIGIE PANE GLA[S TO RE EMERY BODE GLASSTO BE LOW E-TEMPERED(TO GLASS TO BE LOW E- REMARKe _ CABINETS/WALL PPNFLS SINGLE PANE GUSB TO BE LOW E-TEMPERED LOW E-TEMAP MATCH OT HER MORS) GLASS TO BE LOW E-TEMPERED GLASS TO BE LOW E-TEMPERED GUSS TO BE LOW E-TEMPERED TEMPERED FROSTED GLASS contact PGMO de Miguel All T.646 265 0338 E.pabloPpablodemiguel.com W.www,pablodemiguel.com DOOR SCHEDULE CLOSETS STRUCTURAL ENGINEER: DOOR SCHEDULE Gilsanz Murray Steficek LLP NOMINAL NOMINAL 709 Canal Street, l st Floor # LOCATION QUANTITY LEAF MATERIAL HARDWARE FINISH REMARKS Stamford,CT 06902 ABSENT AIR WIDTH HEIGHT contact, Ken Oen PE ROOM LEAKAGE OPER. NOMINAL NOMINAL FRAME HARDWARE 7.9174287716 E.kencenAGMSLLPcorn # LOCATION # MANUFACTURER ELY U- SHGC VT RASE TYPE FIRE 1MDTH HEIGHT SWING LEAF MATERIAL MATERIAL SET THRESHOLD FINISH REMARKS _ W.www gmsllp core FACTOR (CFMISF) CL1 BEDROOM 3 3 SC WOOD _ PT-02 REFER TO DETAIL XX/A.XXX CL2 CORRIDOR 1 SC WOOD PT-02 REFER TO DETAIL XX/A.XXX DI NA HINGED N 2'-8" T-0" R 13/4" SC WOOD NA HW-1 NA PAINTED PT-02 COORDINATE WITH KITCHEN CABINETS/ =----- ------ _ WALL PANELS CL3 BEDROOM 2 3 SC WOOD PT-02 REFER TO DETAIL XX/A.XXX SINGLE PANE GLASS TO BE LOW E - CL4 BEDROOM 1 3 SC WOOD PT-02 REFER TO DETAIL XX/A.XXX D3 NA HINGED N 2'-6" T-0" R 1 3/4" SC WOOD WD HW-2 NA PAINTED PT-02 - GLASS TEMPERED - '----- -- --- - - CLS MASTER BED 4 SC WOOD PT-02 REFER TO DETAIL XX/A.XXX D4 NA HINGED N T-6" T-0" L 1 3/4" SC WOOD WD HW-2 INA PAINTED PT-02 -- - ---- - - --- -------- ---- CL6 CORRIDOR 2 SC WOOD PT-02 REFER TO DETAILXX/AXXX DS HINGED N 2'-6" T-0" R 13/4" SC WOOD WD HW-2 CL LAUNDRY 2 SC WOOD PT-02 (REFER TO DETAIL XX/A.XXX 06 HINGED N T-6" T-0" L 1 3/4" SC WOOD WD HW-2 D7 HINGED N 2'-6" T-0" R 1 3/4" SC WOOD WD Hi OS NA HINGED N T-6" T-0" R 1 3/4" SC WOOD WD HW-2 NA PAINTED PT-02 D9 HINGED N 2'-6" T-0" L 1 3/4" SC WOOD WD HW-1 NA PAINTED PT-02 D10 MECH ROOM 12 NA HINGED N T-6" T-0" L 1 3/4" SC WOOD WD HW-1 NA PAINTED PT-02 D11 BATH 2/LAUNDRY 10 NA HINGED N 2'-6" 7'-0" L 1 3/4" SC WOOD WD HW-2 INA PAINTED PT-02 012 GARAGE 11 NA HINGED- N 3'-0" 7'-0" R 1 3/4" SC WOOD WD HW-2 NA PAINTED PT-02 -GLASS SINGLE PANE GLASS TO BE LOW E - FIXED TEMPERED DOOR HARDWARE SCHEDULE D13 PLAYROOM 13 NA HINGED N 2'-6" T-0" L 1 3/4" SC WOOD WD HW-1 NA PAINTED PT-02 ITEM QTY/DOOR 1 NOFACTURER I MODEL FINISH REMARKS I IMAGE HW-1.INTERIOR PASSAGE FUNCTION-SWING DOOR CEDAR EXTERIOR /PAINT ENTRY DOOR. GLASS TO BE LOW E- LEVER AND ROSETTE 1 PR BALDWIN TUBE RESERVE SATIN BLACK INCLUDES BOUND E1 LIVING/DINING/KITCHEN 09 CUSTOM 0.3 022 0.39 <03 3'-0" 6'-101/4" L 13/4" SC WOOD WD HW-3 TYPE A PT-02 INTERIOR TEMPERED(TO MATCH OTHER DOORS) LEVER TUB CRR 190 ROSETTE 'PER DOOR MARVIN ULTIMATE HEIGHT AND E2 OR APPROVED 0.3 0.22 0.39 <0.3 FOLDING N 10'-81/4" T-0" 13/4" SC WOOD WD HW-4 TYPES WOOD INTERIOR-BLACK LIFT OFF HINGE T BALDWINORSIMILAR 1040190 SATIN BLACKEXTERIOR GLASS TO BE LOW E-TEMPERED WEIGHT KEY PLAN EQUAL REQUIREMENTS MARVIN ULTIMATE CONFIRM WITH E3 SUN ROOM 08 OR APPROVED 0.3 0.22 0.39 <0.3 HINGED N T-6" T-0" R 13/4" SC WOOD WD HW-4 TYPE C WOOD INTERIOR-BLACK GLASS TO BE LOW E-TEMPERED DOOR STOP 1 BALDWIN OR SIMILAR a000.l90 SATIN BLACK UNDERCUT, _ EQUAL DOUBLE EXTERIOR LOCATE IN FIELD WITH ARCHITECT MARVIN ULTIMATE HINGED WOOD INTERIOR-BLACK DOOR SILENCER 3 IVES GP65 WHITE E4 SUN ROOM 08 OR APPROVED 0.3 0.22 0.39 <0.3 DOUBLE N 5'-6" 7'-0" R 1 3/4" SC WOOD WD HW-4 TYPE C EXTERIOR GLASS TO BE LOW E -TEMPERED EQUAL }py-p:INTERIOR PRIVACY FUNCTION SWING DOOR MARVIN ULTIMATE LEVER AND ROSETTE tPR BALDWIN TUBE RESERVE SATIN BLACK INCLUDES ROUND E5 BEDROOM 1 04 OR APPROVED 0.3 0.22 0.39 <0.3 HINGED- N 4'-6" T-0" L 1 3/4" SC WOOD WD HW-4 TYPE C WOOD INTERIOR-BLACK GLASS TO BE LOW E -TEMPERED LEVER TUB CRR 260 ROSETTE j EQUAL FIXED EXTERIOR 'PER DOOR ---"- -'-----' -- --- -' ----" '---- - LIFT OFF HINGE W BALDWIN 1040190 SATIN BLACK HEIGHT AND MARVIN ULTIMATE WEIGHT WOOD INTERIOR-BLACK E6 GARAGE 11 OR APPROVED 0.3 0.22 0.39 <0.3 HINGED N 3'-0" 6'-8" L 13/4" SC WOOD WD HW-4 TYPE A EXTERIOR GLASS TO BE LOW E-TEMPERED REQUIREMENTS _ EQUAL CONFIRM WITH MARVIN ORDOOR STOP 1 BALDWIN 4000.190 SATIN BLACK UNDERCUT, GD1 GARAGE 11 APPROVED EQUAL 03 0.22 0.39 <0.3 MOTOR 8'-0" 6'-8" 13/4" SCWOOD WD N/A N/A GRAPHITE FROSTEDGLASS LOCATE IN FIELD WITH ARCHITECT GD1 GARAGE 11 MARVIN OR 03 022 039 <03 MOTOR 8'-0" 6'-8" 13/4" SC WOOD WD N/A N/A GRAPHITE FROSTED GLASS DOOR SILENCER 3 IVES SR65 WHITE APPROVED EQUAL HW-03 PRIVACY FUCTION-EXTERIOR PIVOT FRONT DOOR LAKESHORE LEVER AND ROSETTE 1 P BALDWIN ENTRANCE TRIM SATIN BLACK 6974 190 4ENTER A LEVER SPINDLE i BALDWIN 0522004A STEEL - WINDOWLEGEND dc MORTISE HINSEi i BALDWIN6301.190.E SATIN BLACK LIFT OFF HINGE 3' BALDWIN 145.1901 SATIN BLACK PIVOT HINGE 1 SET RIXON Model TBD SATIN BLACK HW-4:PRIVACY FUNCTION-BY DOOR MANUFACTURER 9�Ire. MARVIN- � CONTEMPORARY LEVER MULTI-LOCKACTIVE PANEL MATTE BLACK ACTIVE EXTERIOR HANDLE SET ON ACTIVE PANEL KEYED MATTE BLACK ACTIVE INTERIOR HANDLE SET ON ACTIVE PANEL wDa li 4 iII - MATTE BLACK ADJUSTABLE HINGES 7 10/04/2022 Demo Adjustments 6 07/23/2022 Issued for Filing m „� ,�,", 5 05/27/2022 Issued for Filing el .",.gym w '" "- L11 i 4 O5/i3/2022 Issued for Contract °• ,h�'_n- k B`0• Y 0 1�' 0 r 2`e, k 0 U 0 k a`°. X 0 sg, 0 0 "°° z�"°� g EI"m"oND ` •-'' w1 w5 w4 ws wP w/ tM1m wi° " wn WINDOW NOTES 3 04/05/2022 Issued for film 2 07/02/2021 Issued for Bid -U, 1 s 1 1 5 1 3 s 1 1 TYPE FIXED CASEMENT FIXED FIXED CASEMENT FIXED CASEMENT CASEMENT FIXED FIXED 1 D4/12/2G2T Issued for RBVIQW 1. REFER TO ARCHITECTURAL DRAWINGS&DETAILS FOR LOWER PORRON TO BE TEMPERED LOWER PORTER TO BE OWERPORnONTOBETEMPEHED OWERPORTIONTOBETEMPEREo GLASS GROUP OF 5 ow, TEMPEREOGLAss GROUP OF s GLASR GROUP OF 3EDUAL GLASS GROUP CT3EDDAL NemPMnEn2^LowE STARPRwE 1 T'LOWSADDITIONAL INFORMATION. ISSUE DATE DESCRIPTION NOTES WINDOWS GANGTOGETIEVAS COORDINATE WITH SACXSPLASH TEMPEREDOIASS EQUAL WINDOWS GANG TEMPEREDGLASS WINDOWS GANG TOGETHER AS WINDOWS GANG TOGETHER AS TEMPEREDGIPSS TEMPERED GLASS REORNED TOGETHER As RrOUIPFD REQUIRED REQUIPED EOREss INro 54'XVGW 1498DPT 5s-4'X2512.149SOFT 5-4'X2 s1.e°149so Fr 5w•X 2Elo'149 SO FT 2. VERIFY ALL DIMENSIONS IN FIELD PRIOR TO WINDOWSCHEDULE FABRICATION. DIMENSIONS ABOVE ARE APPROX FINISH OPENING, FOR PRICING PURPOSES ONLY. ©2022 by Pablo DB Miguel Architect PLIC,AIR WIDOW SIZE All rights reserved This drawing or parts thereof,may ASSEMBLY LEAKAGE QUANTI not be reproduced In any form without permission WINDOW# LOCATION MANUFACTURER U-FACTOR SHGC VT RATE TYPE NOMINAL NOMINAL T. EGRESS INFO FINISH REMARKS 3. ALL WINDOW FRAMES SHALL BE SUPPLIED PRE- SEAL&s1GraATURE (CFM/SF) WIDTH HEIGHT FINISHED. FINISH PER ARCHITECT'S SPEC;SUBMIT MARVIN ULTIMATE OR SAMPLES FOR APPROVAL. / 12 PLAY ROOM APPROVED EQUAL 0.3 0.29 0.49 <0.3 FIXED 1 BLACK EXTERIOR/WOOD INTERIOR LOWER PORTION TD BE TEMPERED GLASS. GROUP 4. MANUFACTURER TO PROVIDE FULL SET OF SHOP / \ W1 LIVING MARVIN ULTIMATE OR 0.3 0.29 0.49 <0.3 CASEMENT 5 5-4 X 2 9 1/2 BLACK EXTERIOR/WOOD INTERIOR OF 5 EQUAL WINDOWS.GANG TOGETHER AS DRAWINGS FOR ARCHITECT&GC REVIEW PRIOR TO APPROVED EQUAL 14.9 SQ FT REQUIRED. MANUFACTURE. SHOP DRAWINGS SHALL INCLUDE, BUT MARVIN ULTIMATE OR NOT BE LIMITED TO, SCALED, DIMENSIONED DRAWINGS ) W3 KITCHENMARVIN EQUAL 0.3 0.29 0.49 <0.3 FIXED 1 BLACK EXTERIOR/WOOD INTERIOR COORDINATE WITH BACKSPLASH ILLUSTRATING ALL WINDOW TYPES, OVERALL& / W4 MASTER BED MARVIN ULTIMATE OR 0.3 0.29 0.49 <0.3 FIXED 1 BLACK EXTERIOR/WOOD INTERIOR TEMPERED GLASS DETAILED DIMENSIONS,WINDOW COMPONENT DETAILS, APPROVED EQUAL INSTALLATION DETAILS, &ALL HARDWARE NECESSARY _ MARVIN ULTIMATE OR 5'-4" X 2' 5 1/2" LOWER PORTION TD BE TEMPERED GLASS. GROUP FOR A COMPLETE, FUNCTIONAL INSTALLATION. Rapid De Miguel AIA NYS Ub# 031614 W5 MASTER BED APPROVED EQUAL 0.3 0.29 0.49 <0.3 CASEMENT 5 14.9 SQ FT BLACK EXTERIOR/WOOD INTERIOR OF 5 EQUAL WINDOWS. GANG TOGETHER AS SHEET NAME: REQUIRED. MARVIN ULTIMATE OR 5. ALL GLASS TO BE CLEAR LOW-E DOUBLE PANE WINDOW AND DOOR W6 BEDROOM 1 APPROVED EQUAL 0.3 0.29 0.49 <0.3 FIXED 1 BLACK EXTERIOR/WOOD INTERIOR TEMPERED GLASS INSULATED GLASS U.N.O. PROVIDE SAMPLE TO ARCHITECT FOR REVIEW&APPROVAL.TEMPERED SCHEDULES W7 BEDROOM 2 MARVIN ULTIMATE OR 0.3 0.29 0.49 <0.3 CASEMENT 3 5'-4"X 2' 9 1/2 BLACK EXTERIOR/WOOD INTERIOR OWER PORTION TC BE TEMPERED GLASS GROUP OF GLASS SHALL NOT HAVE STAMPED "BUG" APPROVED EQUAL 14.9 SQ FT 3 EQUAL WINDOWS. GANG TOGETHER AS REQUIRED. CERTIFICATION ON GLASS PANE. INSTEAD, PROVIDE MARVIN ULTIMATE OR 5'-4" X 2' 9 1/2" OWER PORTION TC BE TEMPERED GLASS. GROUP OF REQUIRED CERTIFICATE TO ARCHITECT. DATE 10/5/22 SCALE: 1• 1.0-, W8 BEDROOM 3 0.3 0.29 0.49 <0.3 CASEMENT 3 BLACK EXTERIOR/WOOD INTERIOR lase APPROVED EQUAL I 14.9 SQ FT 3 EQUAL WINDOWS. GANG TOGETHER AS REQUIRED. Project No 2101 PAGE:2 of 30 6. ALL HARDWARE TO BE SELECTED BY ARCHITECT FROM W10 BATH 9 NA FIXED 1 BLACK ANODIZED ALUM FRAME STARPHIRE 1/2" LOW E.TEMPERED GLASS . MANUFACTURER'S FULL RANGE, UNLESS OTHERWISE DRAWING No.: W11 MASTER BATH i NA FIXED 1 BLACK ANODIZED ALUM FRAME STARPHIRE 1/2" LON E TEMPERED GLASS . NOTED. MANUFACTURER TO PROVIDE SAMPLES FOR w _oo� .00 ARCHITECT REVIEW&APPROVAL. H NOTE:TEMPER ALL GLASS PANELS THAT FALL BELOW 18"ABOVE FINISH FLOOR. CODE DESCRIPTION t m. TTMANUFACTURERT�FINISH/MODEL LOCATION , REMARKS{ ! IMAGE 1 ONTO RESIDENCE . rLu e HOME RENOVATION WD-01 WOOD FLOORING ENGINEERED NATURAL OIL FIRST FLOOR STO AMPLE MLELONGE ST-06 WALL TILE TBD GLOSS WHITE BATHROOM#2 CODE QUANTITY DESCRIPTION MANUFACTURER MODEL ROOM LAMP DIMM REMARKS IMAGE STRAIGHT WIDE RUBBED SAMPLE LONGER _ - , PLANK EUROPEAN WHITE LEGHTS MANUFACTURER OAK-RIFTCUT/ PREFERRED. TBD PREMIUM ]"WIDE P - ---- i - .. -- POP-IN 4"ROUND j _ FULLY ED REMODEL 1820 Wells Ave ROUNDTR MWAC LIGHTING OR LF-01 10 DOWNLIGHT BATHROOMS MOCK YES SEE SPEC SHEET - � - Saul M'11971 IIhh �J - ADJUSTABLE LED APPROVED EQUAL R4DRDR-F93O-WT 1 y�- DOWN LIGHTOWNER e. 4 POP-IN 4"ROUND U Melissa and Agustin Rome FULLY RECESSED ROUND TRIM WAC LIGHTING OR REMODEL ST-07 WALL TILE TED GLOSSWHITE MASTER BATH 1820 Wells Avenue WD-02 WALLSIDING JAMES HARDIE OR HARDIE SHINGLE ALL EXTERIOR WALL OR APPROVED LF-02 17 DOWNLIGHT ALL 3000K YES SEE SPEC SHEET - A - Southold NY 11971 NICHIHA STRAIGHTEDGE ! EQUAL. ADJUSTABLE LED APPROVED EQUAL R4DRDR-P930-WT contact:Melusa and A9uvt!n Rome PANEL.COLOR TBD DOWN LIGHT T.201.401.9355 E mellssatromo®gmall core 4 ARCHITECT DECORATIVE Pablo De Mi uel Architect PLUG 1 MASTER BATH 3000K YES 9 SCONCE ' •:i;;\` ,-A , II 6;35th Street,suite C406 BrocklYn NY 11232 ^" • \4bj J contact Pablo de Miguel FllA } T.646 265 0338 E pablo®pablodemiguel cam W www pablodemiguel cord LF-04 1 DECSCONCE E BATHROOM 1 3000K YES STRUCTURAL ENGINEER' GlIsanz Murray Steficek LLP WD-03 WINDOW TRIMS AND JAMES HARDIE OR ' SMOOTH FINISH, EXTERIOR FRAMES . OR APPROVED 700 Canal Street, tat Floor EXTRUDED FRAMES NICHIHA BOARDS ' COLOR TBD EQUAL. � .,...... I'll _ _ �- � - -,� i Stamford,CT 06302 OR APPROVED DECORATIVE ! contact Ken Oen PE EQUAL _ Si WALL TILE PORCELANOSA ACERC CALIZA BASEMENT OR APPROVED _ LF-05 1 PENDANT LIGHT 7.9174287716 E.kcn.oen2GMSLLPcom 48X48 EQUAL ..,..._" - - — W.www.gmsLocam DECORATIVE F- ••-•^-•-^---^", - LF-06 1 PENDANT LIGHT Lf y DECORATIVE ill + r LF-0] PENDANT LIGHT WD-4 TERRACE DECKING N/A GREY IPE WOOD BACK YARD � OR APPROVED I ST-09 KITCHEN COUNTER SILESTONE OR NIEBL4/GREY BASEMENT BATH FLOOR DECKING EQUAL CONCRETE AND WALL LF-O6 1 DECORATIVE PENDANT LIGHT �', -- — ---- LINEAR LED STRIP WD-05 KITCHEN CABINETS BV KITCHEN +WHITi MATT KITCHEN,LIVING ROOM OR APPROVED 1 USE SUMLINE7 i EQUAL LF 09 32 MINII.LUX SERIES OR LLXI BX2-27K OR CORRIDOR AND 3000KYESMOUNTING LU�PROVED EQUAL R APPROVED EQUAL CO MANTEL ND CHANNEL.FROSTED • _—_--_. __- - - - _ . , _ LEN MOUNTING CHANNELFOR I - COVE LIGHTING S 5740 FLOOR FIELD TILE PORCELANOSA ACERB CALIZA BASEMENT OR APPROVED -- �`.,. 48X48 EQUAL HIDDEN IN COVE. RECESSED LINEAR ILUMINII.KENDO S WET LENGTH TO BE VIF 27 LF LED WALL WASHER WITH FROSTED S F KSW-XX-35K-VHO- REFER / LF-10 LIGHT,DAMP LENS WHITE POWDER ENTRANCE 3000K YES DRAWINGS FOR APPROX. F-F-WH-%X LISTED,WET AREAS COATED OR APPROVED pETA1L ANO - - - LISTED EQUAL APPROX LINEAR KEY PLAN FEEL + j E II WD-06 FRONT DOOR TBD FRONT DOOR ` IiY:�I3.Y( RECESSED WALL --- ---- _...__-_....-.,..._.._.,.W.. _ _._..,. _._... ,._..-.-..u_-. ...._. .-____._......_.....__ ..-._............... .... ......._...,..... ...........w...--.-....-..___._. . LP-11 1 3000K YES PT-01 WALL&CEILING PAINT CEILING FLAT, CHANTILLY LACE ALL WHERE INDICATED WHITE UNLESS SCONCE ! WALLS:EGGSHELL, BY BENJAMIN OTHERWISE + BENJAMIN MOORE MOORE INDICATED.VERIFY LOW VOC PAINT OR FINAL COLORS ON ! ` SIMILAR SITE r PT-02 TRIM/DOORS PAINT SATIN FINISH. CHANTILLY LACE ALL WHERE INDILATED WHITE UNLESS DECORATIVE dp$p BENJAMIN MOORE BY BENJAMIN OTHERWISE li LF-12 3 PENDANT KITCHEN ISLAND 3000K YES yd'I 'yLOW VOD PAINT OR MOORE INDICATED VERIFY SIMILAR,COLOR TO FINAL COLORS ON tltltltl - �. CP+'°iG MATCH WALLS SITE f PT-03 EXTERIOR TRIMS AND SATIN FINISH GRAPHITE(TO ALL WHERE INDICATED VERIFY FINAL DETAILING BENJAMIN MOORE MATCH FACADE COLORS ON SITE DECORATIVE ST-01 FRONT STOOP NATURAL TBD ENTRANCE AND FROM OR APPROVED COLOR) LF 13 1 PENDANT DINING ROOM 3000K YES STONE SLABS YARD EQUAL, GL-01 ALL EXTERIOR/INTERIOR REFER TO 1 , FRAMED GLASS WINDOWAND LED CABINET AND WAC LIGHTING OR LAUNDRY AND COAT DOOR SCHEDULE LF-14 2X4' NICHE LIGHTING APPROVED EQUAL LS-LED CLOSETS 3000K NO GL-02 GLASS HANDRAIL TERRACE BEDROOM - --- — -- — GL-06 SHOWER ENCLOSURE 1/2"STARPHIRE MASTER BATH 12V 3000K LED 18" ST-02 NATURAL STONE TBD RETAINING WALLS AND OR APPROVED Y - m"'-"`�� - �".-a+ FLAT EDGE _ LF-15 TBD ED ACCENT LIGHT KICHLER OR APPROVED HARDSCAPE CLADDING EXPOSED FOUNDATIONS EQUAL. '^-"�"-^•-=1 --" -" - -"-' ----'-' -"-- - -'- - -- ' "--'""'"" "' -"" - -'------ ------' EQUAL TEXTURED BLACK EXTERIOR STEPS 3000K NO 5 �' ',•,.�-^ GL-07 SHOWER ENCLOSURE FL 'STARPHIRE BATHROOM#AT EDGE 2 GL-03 CLEAR MIRROR TBD MASTER BATH LED SURFACE CEILING AND WALL 7 10/04/2022 Der110 Adjustments to - NAIRE WITH 3- SURFACE BEGA/LIMBURG OR LPLYI OPAL GLASS g 6 07/23/2022 Issued for Filing � - LF-16 4 MOUNTED APPROVED EQUAL i BASEMENT 3000K YES 16"DIAMETER 5 05/27/2022 Issued for Filing I 23299 4 05/13/2022 Issued for Contract s 3 04/05/2022 Issued for Filing EQUAL. w 'I_ -- --- _ — — -- }}-- 2 07/02/2021 Issued for Bid ST-03 FLOOR TILE CLE TILE TBO MASTER BATH OR APPROVED z 1 04/12/2021 Issued for Review LF 17 1 SURFACE TBD PANTRY/STORAGE 3000K NO ISSUE DATE DESCRIPTION MOUNTED C-Senes 10W 60 Degree 3090K In- ©2022 by Pablo De Miguel Architect PLLC. EXTERIOR.FLOOR KICHLER OR APPROVED Ground Centennial All fights reserved.This drawing or parts thereof,may _ LF-18 TBD LIGHTS EQUAL Brass 15228CBR30 DECK 3000K NO + not be reproduced In any form without permission. 11 SEAL&SIGNATURE ST-04 FLOOR TILE CLE TILE TBD BATHROOM#2 I i ST-05 FLOOR TILE POROELANOSA ACERO CALL A BASEMENT BATH OR APPROVED UAL - -- Pahlo Da Miguel AIA 4BX48 EONYS Lia# 031614 i . . ' SHEET NAME FINISH AND LIGHT FIXTURE SCHEDULES p, DATE: 10,'5/22 BCALE: 1' = 1'-n• f - - - -- - - -- Project No,2101 PAGE:3 of 30 DRAWING No A-002.00 MATER BATH AND BATHROOM 2 ALL BATHROOMS ROMO RESIDENCE HOME RENOVATION CODE I DESCRIPTION I MANUFACTURER LOCATION REMARKS IMAGE Quantity Quantity Quantity Reserved Quantity B/0 Unit Price Net Amount Quantity Quantity Reserved Quantity B 10 Unit Price Quantity Quantity Reserved Quantity B/0 Unit Price EL-01 LIGHT SWITCH ILLUSION-DIVA SEE DRAWING Refer to Drawing set for 2.000 UN 0.00 2.000 71.50 $143.00 - 2.000 UN 0.00 2.000 35.17T\ 3000 UN 0.00 3.000 4947 WITH DIMMER WHITE-DESIGNER proposed locations GC F• \ TYR SERIES GLOSS to VIE - USA MON RONDO PB C/INV PART EXT CROWD ROUND SUPPLY ELBOW W/HANDSHOWER HOLDERPi -'•"'q..' NANTES ROLL HOLDER WITHOUT COVER 1 100224956 �w100121348V �j+• 100042519 100121348L 100042519 1820 Wells Ave Southold,NY 11971 OWNER: EL-02 LIGHTSWITCH LUTRON-DIVA SEE DRAWING Refer to Drawing set for Melissa and Agustin Romo Quantity Quantity Reserved Quantity B/0 Unit Price Quantity Quantic Reserved Quantity B/0 Unit Price TYR WHITE-DESIGNER Proposed locations.GC 1 Boo Wells Avenue Y Quantity Quantity Reserved Quantity B/0 Unit Pnce SERIES GLOSS to VIE Southold NY 11971 2 000 UN 0 00 2.000 99.00 2 000 UN 0 00 2.000 32.97 4,000 UN 0.00 4.000 110.00 contact:Melissa and Agustin Rome i'o h T.201.4019355 E mellssatromortgmall cam USA PROJECT LINE PB COIN INVERSOR ROUND SINGLE FUNCTION HANDSHOWER NANTES 23 5/6"TOWEL BAR 100APR i ROUND NANTES ARCHITECT: ,:. r,¢ Pablo De Miguel Architect PLLC 17 ,' � EL-03 OUTLET TYP LUTRON-DIVA SEE DRAWING Refer to Drawing set for 6735th Street,suite C406 a WHITE-DESIGNER proposed locations GC Brooklyn NY 11232 SERIES_GLOSS to VIF contact 55413 8 Miguel AIA Quantity Quantity Reserved Quantity B/0 Unit Pnce Quandt Quantity Reserved t I WT.0462050lod E.Pablo@pablodemiguel.com W.www.pablodemiguel cam Quantity y Quantity B/0 Unit Price Quantity Quantity Reserved Quantity B/0 Unit Price 2 000 UN 0 00 2.000 60.50 2.000 UN 0.00 2.000 25 27 4.000 UN 0.00 4 000 3022 1 1 STRUCTURAL ENGINEER: ROUND 15" HORIZONTAL SHOWER ARM CHROME 59.1/16" FLEXI SHOWER HOSE - Glamor Murray Stefrcek LLP NANTES ROBE HOOK /^ .,.r.,,�.-.,, ,i.rl,, F __ _ _ 7W Canal F06 1st Floor 1000fi5585 I'sMJ 100144963 100042515 ! jt Stamford,CT 03902 �...,.-..--. EL-04 OUTLET WITH LUTRON-DIVA KITCHEN, LOCATION TO BE ULF contact:Kan Oen PE DUAL USB WHITE-DESIGNER OFFICE, T.917 428 7716 E.ken oenn^GMSLLPcom CONNECTIONS SERIES_GLOSS MASTER yg www gmsllp com ' BEDROOM I i1 Quantity Quantity Reserved Quantity B/0 Unit Price _ Quantity Quantity Reserved Quantity B/0 Unit Price Quantity Quantity Reserved Quantity B 10 Unit Price 3.000 UN 0.00 3.000 418.00 2.000 UN 0.00 2.000 104.50 2 000 UN 000 2.000 720.00 f ARQUITECT ONE PIECE TOILET ROUND B" RAIN SHOWER HEAD �,�,t;{+/•/��i, M.B.C.LAST 9OX52 BPS USA BLANCO SNOW L 100111657 - -- 300064923 11;;y�\� 100263355 EL-05 OUTLET WET LUTRON-DIVA SEE DRAWING Refer to Drawing set for - %A7)11�I11''h'•' We have to decide which color,blamed snow or OlmoONE PER BATHROOM 1 REAS GFCI WHITE-DESIGNER proposed locations GC SERIES to VIF Comments SAP MATERIAL 0000000700027060;FRONT FINISH BUNCO SNOW,HANDstNGES POS (2 IN MASTER BATH) _J NO HANDING.FAf11LY BLA,APTICLE 2005 90 USA,WIDTII 900 OD mm,GD FINISH LAMINADO USAN *t 2005090NNEXT HANDLE INTEGRATED HANDLE Quantity Quantity Reserved Quantity B/0 Unit Price I 1 - - - - - - - - - - - - - - - - - - - - - T 3000 VN 000 3000 657 1 Quantity Quantity Reserved Quantity B/0 Unit Price SHOWER DRAIN X2 1 2.000 UN 0.00 2.000 805.50 -- - --- -- USA TOILET BOWL WAX GASKET EL-06 CABLE LUTRON-DIVA SEE DRAWING Refer to Drawing set for - 100151100 (' -'r RECEPTACLE WHITE-DESIGNER proposed locations GC M.B.C.ENC.LAST 90,4 N29002 KRION W/OV `�. .` ^`' - SERIES to VIF 100282111 -., •- ' ` Comments SAP MATERIAL 0000000700009499,S0UARE METRES O 4130 m2,W00DWORK TIMES RANGE FROM 0,3 TO06 M2,FAMILY KRION WORPSOP;APTCLE FNE,KRIGN,WIDTH 90400 mm,LAYOUT NUMBER 900 LAST,GD FINISH Quantity Quantity Reserved Quantity B/0 Unit Price Arlon Blanco 1100,DEPTH 49D0 mm,MARBLEIKRION RANGE LAST SIDE UP,SASINS NUMBER I BASIN,MARELE BASIN L_ - BASIN 45X30KRION 1CT/TAP OFeVWEITIT 8059,GD KEA CODE G,KRIOWNARBLE WORKTOPS HEIGHT R FROM 29 2000 UN 000 2000 165.00 ! 15116-TO 41314"XRTN/MA P BE WIDE BASN SURCHARG 501TO 1 BASIN KRION WIOVERROSURCHARGE FONDOS EPIC KRION MA NO BOTTOM REDUCTIONKRIONIMARBLE WORKTOPS DEPTH RA FROM 363 TO 500 MM,MAXIMUM EL-09 RECESSED BOCCI KITCHEN Refer to Drawing set for WIDTH 1060 mm;MINIMUM WIDTH 761 mm;CICLO WORKTOP BASIN SURCHARGE WIEHOUT MECHANIZATION SINGLE CONT. ROUND LAVAT. FAUCET CHR OUTLET 22 Alternate ISLAND SIDE proposed locations.GC ' ^ � 100224927 White to VIF IL In stock KEY PAN EL-10 FLOOR Ol1TLET RACO RECESSED SEE DRAWING Refer to Drawing set for �'/+J� 16 DI proposed locations.GC BATHROOM 3 Quantity Quantity Reserved Quantity B/0 Unit Price .,,..,, ROUND FLOOROR to VIF ,,e�/ 2.000 UN 0.00 2.000 44.52 'ate' BOX.NICKEL PLATED COVER,OR yp C 1�� APPROVED EOUAL Quantity Quantity Reserved Quantity B/0 Unit Price Quantity Quantity Reserved Quantity B/0 Unit Price CLICKER DRAIN SINKS WITH OR W/O OVERFLOW a 3 000 UN 0 00 3 000 49 47 1.000 UN 0.00 1 000 60.50 100207650 .`t t In stock ---- - NANTES ROLL HOLDER WITHOUT COVER ROUND 15" HORIZONTAL SHOWER ARM CHROME 100042519 `f9 100065585 Downstairs bathroom - FUT _ - _ _ _ _. - - - - - - - - - - - - - - - - - - - CKHR&R BATHJR9,QWeserved Quantity B/0 Unit Price Net Amount Quantity Quantity Reserved Quantity B 10 Unit Puce 1.000 IN 0,00 1.080 630.00 $630.00 1.000 UN 0.00 1,000 21450 KITCHEN M.B.C.LAST 60X52 BPS USA BLANCO SNOW L USA URBAN TRIM THERM. 3 WAYS/3 KNOBS CH J 100263350 100104972 We have to decide which color,blared snow or Olmo Downstairs bathroom FAUCET:XXXX :- I SINK:XXXX Comments.SAP MATERIAL 0000000700027021,FRONT FINISH BUNCO SNOWMANDINNIGES POSITION NO MINCES NO HANUING,FAMILY BIA,ARTICLE 2005 60 USAMIDTH 60000 mm,GD_FINISH IAMINADO USA,MODULES 20050600I,11EXT HANDLE INTEGRATED HANDLE Quantity Quantity Reserved Quantity B/0 Unit Price L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Quantity Quantity Reserved Quantity B 10 Unit Price 1 000 UN 0.00 1 000 43450 1.000 IN 0.00 1.000 715.50 1 USA THERM. ROUGH-IN VALV 3 WAYS 3H 3/4" M.B.C.ENC.LAST 60,4 N29019 KRION W/OV 100238613 _ 100202113 - Downstairs bathroom ( 7 10/04/2022 Demo Adjustments Downstairs bathroom t • 6 07/23/2022 Issued for Filing Z: 5 05/27/2022 Issued for Poing Comments SAP MATERIAL ORKTO0700pnUE SHE. METRES 60400 M2,WOODWORK NUMBER RANGE FROM 0,1 1 T00,3 WEARILY YPIOrI WORKTOP.ARTICLE ENC.Y.RIOPLWIDTH 60400 mm,lAYOUT NUMBER 60B LAST,GD FIPIISH 4 05/13/2022 Issued for CiOntYHC1 Knorr 01meo 1104DEPTH 490,0 mm,MARBLQKRION RANGE LAST SIDE UP,BASIIIS NUMBER 1 BASIN,MARBLE BASIN $ 04/05/2022 Issued for Fling BASIN 45X30 KRION 10E/TAP ORVAINE'GHT5 919;GD KEA CODE GI RIONIMARBLE WORITOPS HEIGHT FROM 18 Quantity Quantity Reserved Quantity B/0 Unit Price 118"TO 2915/16'TKRIONIMARBL MOP BASIN SURCHARG SOTTO 1 BASIN KRION W/OVERFLCSURCHARGE FONDOS 1,000 ON 0.00 1.000 32.97 2 07/02/2021 Issued for Bid ENC KRDN-MA NO BOTTOM REOUCRON,KRIONIMARBLE WORCOPSDEPTH PA FROM Sea T0500 MM,MAXIMNM 1 04/12/2021 Issued for Review WIDTH 760 remMINIMUM WIDTH 461 B APCICLO WORKTOP BASIN SURCHARGE WITHOUT MECHANIZATION ROUND SINGLE FUNCTION HANDSHOWER ISSUE DATE DESCRIPTION Quantity Quantity Reserved Quantity B/0 Unit Price 100067714 1000 UN 0,00 1.000 104.50 Downstairs bathroom i ROUND 8" RAIN SHOWER HEAD {fI� �::.t.. 1 (((ta'� »77) •4pAff„I(\14.;;•• c 2022 by Pablo De Miguel Architect PLLC. 100064923 All rights reserved.This drawing or parts thereof,may Downstairs bathroom Quantity Quantity Reserved Quantity B 10 Unit Price not be reproduced in any form with LET permission. 1.000 UN 0.00 1.000 35.17 ' --., SEAL 8 SIGNATURE ROUND SUPPLY ELBOW W/HANDSHOWER HOLDER Quantity Quantity Reserved Quantity B/0 Unit Price 1,000 UN 000 1,000 25 27 y 160121348 ` { W 1,�}'3 y Downstairs bathroom 59.1/16" FLEXI SHOWER HOSE "• ' �""{ 100144963 Downstairs bathroom � l TUB:XXXX \ \ Quantity Quantity Reserved Quantity Bl0 Unit Price 1 000 UN 0.00 1 000 60.50 Pablo De Mil AIA NYS Lic.d 031614 L J SHEET NAME: USA ROUND TUB SPOUT CHR 100229055 PLUMBING AND Downstairs bathroom ELECTRICAL SCHEDULE DATE: 10/5/22 SCALE:1- = r-o" Project No.2101 PAGE:4 of 30 DRAWING No.: A-003.00 Section ROMO RESIDENCE # Foundion atInspection Complies? Comments/Assumptions & Req.ID HOME RENOVATION Generated b REScheck-Web Software 3032.1 !A protective covenngisinstalled to ;FConi I section Y tF011]3 protect exposed exterior insulation '❑ Plans Verlfietl Field Verlfied P Does Not # Final Inspection Provisions Value Value Complies? Comments/Assumptions 011 ,�„ land extends a minimum of 6 in.below & Re .IDCompliance Certificate grade, ,❑Not Observablel402.1.1, ;Ceiling Insulation R-value. R- 0. ®eorr ie5 See the Enelope Assembbes ®Not Applicable ! 4022.1, 1 ',Q Wood LIQ Wood ❑Does Not table for values403.9 z !snow-and Ice-melting system controls,❑Complies Exception: Requirement is not applicable. 402.2.2, 1 Q Steel Q Steel ❑Not Observable [FO12j Iinstalled. ❑Does Not 1 402.2.6 ❑Not Observable [Fill' I ❑Not Applicable j Project 1820 Wells Avenue _ Romo Residence KNot Applicable ! 1820 Wells Ave 303 1.1.1, Ceiling insulation installed per I Kcomplles Southold,NY 11971 Section 303.2 manufacturer's Instructions. I ❑Does Not Energy Code 2018 IECC Plans Verlfied Field Verified F12 3 Blown insulation marked eve # Framing/Rough4n Inspection Complies? Comments/Assumptions [ ] every j Not Observable OWNER: Location' Southold, New York & Req.ID Value Value 300 fN ❑ Construction Type' Single-family _ ❑Not Applicable 9 Y 402.1.1, ID..r U-factor ; U-_ ; U-_ ®Comp hes See the Envelope Assembbes Melissa and Agustin Homo Pro'ectT e. Alteration 4023.4 ;[able kr values 4022.3 Vented attics with air permeable I IE(lComplies 1 Type, Not 18^_0 Wells Avenue Orientation: Bldg. faces 0 deg. from North i [F122]'- insulation include baffle adjacent 1 ❑Does Not [FRl]1 Southold NY 11971 (❑Not Observable lIto exten s and save vents that Climate Zone: 4 (5572 HDD) j❑Not Applicable j !extends over insulation. Observable contact Melissa and Agustin Rome Permit Date: l T.201.401.9355 E meh=satromoP mad com 4021.1, (Glazing U-factor(area-weighted U-_ U-_ !ElComplies ;See the Envelope asemhlies ❑Not Applicable 9 402.3.1, average). ;[able for values [F131'402.2.4 1Attic access hatch and door I R R- rboes hes Permit Number. 9 )� �� �� ��❑Does Not [FI3]1 Insulation all-value of the 'D �' ARCHRECT 402.3.3, Does Not I 402.5 ❑Not Observable ; ;adjacent assembly. ❑Not Observable Pablo De Miguel Architect PLLC Construct on Site: Owner/Agent Designer/Contractor: [FR2]' 1,❑Not Applicable ❑Not Applicable 6735th Street,suite C406 1820 Wells Avenue Melissa and Agustin Romo Pablo Be Miguel Iglesias I 6735t NV 11232 Southold, NY 11971 1820 Wells Avenue 162 14th Street 402.4.1.2 Blower door test @ 50 Pa.<=5 I ACH 50 =_ ; ACH 50 =_ ;FCompfiesBrooklyn Southold, NY 11971 Brooklyn, NY 11215 303.1.3 1 U-factors of fenestration products I KComphes [FI17]I ;ach in Climate Zones 1-2,and I I contact'Pablo de Miguel AIA ;Does Net T 646 E. ablo® abl Does Not <=3 ach m Climate Zones 3-8. W www ablodeml uel.com p odemi u.l com Pablo@pablodemigueLcom [FR4]1 are determined m accordance 1 ❑ 9 � O, '!with the NERC test procedure or ®Not Observable p g !taken from the default table. ❑Not Observable ❑Not Applicable ❑Not Applicable I 403.3.3 (Ducts are pressure tested to cfm/100 cfm/100 I®Complies IRequirement will be met STRUCTURAL ENGINEER: 402.4.1.1 IAlr banner and thermal barrier I ®Complies [F12711 determine air leakage with ftp ft� ❑Does Not [FR23]1 !installed per manufacturer's I ❑Does Not either: Rough-in test:Total Gilsanz Murray Steticek LLP instructions. leakage measured with a ❑No[Observable 709 Canal Street, tat Floor ❑Not Observable (pressure differential of 0.1 inch ❑Not Applicable j Stamford,CT 06002 ❑Not Applicable w g. across the system including j contact, Kon Con PE Slab-on-grade tradeoffs are no larger considered in the UA or performance compliance path in REScheek. Each slab-on-grade 4024 3 ;Fenestration that is not site built ; Kc.drplles (the manufacturer's air handler T.917 428 7716 E.ken wn@GMSLLP.com assembly in the specified climate zone must meet the minimum energy code Insulation R-value and depth requirements. [FR20]1 :is fisted and labeled as meeting 1 ❑Does Not enclosure If installed at time of W.www gmkIp corn ;AAMA/WDMA/CSA 101/LS2/A4401 test. Postconstruction test:Total Ior has infiltration rates per NFRC ❑Not Observable leakage measured with a 400 that do not exceed code ❑Not Applicable pressure differential of 0 1 Inch Envel ipe Assemblies Ilmlts w g.across the entire system Including the manufacturer's air 402.45 IIC-rated recessed lighting flxturesi ®Complies handler enclosure. ' -. es Not 403 Duct0 test result of<=4 cfm/100 _cfm/100 ®Complies !Regmrement well be met. [FR16]z land labeled a elect toindicateiordcl ❑loo 11 and lab eledus indicateor finish clan I 34tightness : 'leakage at 75 Pa I ❑Not Observable [FI4]1 cfm/100 ft2 across the system or I itz I ft° j❑Does Not Ceiling: Flat Ceiling or Scissor Truss i ❑Not Applicable '<=3 cfm/100 ft2 without air ; 9 ;handler @ 25 Pa. For rough-in ;ONot Observable I -" Exemption Framing cavity filled with insulation """ ""- --- - 403.3.1 Supply and return ducts In attics PCleomplles Requirement will be met. NotApplicable r ;tests,verification may need to iFR127 insulated >= R-8 where duct Is r ❑Does Not SOUTH WALL:Wood Frame, 16"o.c. >= 3 inches In diameter and >= I ;occur dunng Framing Inspection Orientation, naming caviedity -- -.- --- -.- _- --- --- :!J' ❑Not Observable 403.3.2.1 ;Air handler leakage designated Exemption' Framing cavity filled with Insulation ret where< 3 ocher. Supply of i r a 9 E]Complies lRegwrement will be met. return ducts in other portions of ❑No[Applicable [FI24] by manufacturer at<=2%of f l ❑Does Not E5. Glass Door(over 50%glazing) the building insulated >= R-6 for l ;design airflow. I SHGC: 0.22 49 0.300 0.320 15 16 diameter>= 3 inches and R-4.2 ❑Not Observable OrientationUnspecified for< 3 inches In diameter. ❑Not Applicable ! W5: Wood Frame 403.3.2 Ducts, air handlers and filter l�Compllea I Requirement will be met. 403.11 Programmable thermostats I$Compbes IRegmrement will be met SHGC: 0.29 93 0.300 0.320 28 30 [FR33]' (boxes are sealed with 1 [FI9]' ;installed for control of primary t ❑Does Not ❑Does Not Orientation: Unspecified /Jjoints/seams compliant with 1 heating and cooking systems and ! EAST WALL: Wood Frame, 16"o._. International Mechanical Code ori ❑Not Observable Initially set by manufacturer to } ❑Not Observable Orientation: Unspecified --- --- --- International Residential Code,as! ❑Not Applicable 1 1code specifications. ; ❑Not Applicable Exemption:Framing cavity filled with insulation applicable. [ 403.1.2 1 Heat pump thermostat Installed ®Complies Door:Solid Door(under 50%glazing) 4033.5 ;Building cavities are not used as Complies IRequirement will be met. E110]z :on heat pumps. ❑Does Not Orientation: Unspecified 35 0300 0320 11 11 [FRl5]3 ducts orplenums ,❑Does Not Wl:Wood Frame rJ, 1❑Not Observable ❑Not Observable ; € ❑Not Applicable SHGC'. 0.29 105 0.300 0.320 32 34 I �❑Not Applicable403 5 1 !Circulating service hot water Qcomplies ;Requirement will be met. Orientation: Unspecified 403.3partially Y ory ®Complies ;Requirement will be met. systems com l [Fill]' systes have automatic or ( Floods Not petel I W8.Wood Frame 2) bu rind in ceiling in have I❑Does Not Ia¢essible manual controls. Y{f SHGC 029 63 0.300 0.320 19 20 [FR26]3 an Insulation R-value not less []Not Observable Orientation: Unspecified 1p, than &8,the sum of the ceding ❑No[Observable ❑Not Applicable insulabon R-value against and ❑Not Applicable j (above the top cf the duct,and ! KEY PLAN Project Title: 1820 Wells Avenue Homo Residence Report date: 07/23/22 against and below the bottom of - the duct, is >=than R-19, Data filename: Page 1 of10excluding the R-value of the duct p section Insulation. I # Final Inspection Provisions Plans Valli Field Verified Complies? Comments/Assumptions & Req.ID Value Value 403.6.1 All mechanical ventilation system I AlCompues [F12512 'fans not part of tested and listed FDoes Not HVAC equipment meet efficacy ,and airflow limits per TableI❑Not Observable 1 R403.6.1. ❑Not Applicable Section Plans Verified Field Verified �- 0 403.2 Hat water boilers supplying heat r # Framing/ Rough-In Inspection Compiles. Comments/Assumptions PPY 9 I�JComphes ;Requirement will be met. "y"�'�t� & Req. Value Value [F126]' 'through one-or two-pipe heating ' ❑Does Not �.�-�.. I f ..._.._.u.._....�..__ - : 4033 3 ;Ducts declared to be within the i IN'ICom lies I Re uirement will be met. systems have boiler setback j P q control t01 ve outdiler setba r I❑Not Observable [FR28] conditioned space are either l) ❑Does Not temperature based on outdoor I ❑Not Applicable ,y, j completely within the continuous W7. Wood Frame ',air barrier and within the building I ❑Not Observable (temperature. SHGC 029 63 0.300 0.320 19 20 .thermal envelope,2) bused ❑Not Applicable j 403.5.1.1 Heated water circulation systems ®Complies :Requirement well be met. Orientation: Unspecified wdhm telling Insulation in [FI26]' (have a circulation pump.The ❑Does Not W6. Wood Frame 'accordance wlth Section ,system return pipe is a dedicated SHGC 0 29 10 0.300 0.320 3 3 I R403.3.6 and[he air handler Is I p pe or a cold water supply; []Not Observable eturn Orientation: Unspecified located completely within the ' (pipe. Gravity and thermos- i ❑Not Applicable 1 WEST WALL:Wood Frame, 16" o c continuous air banner and within syphon circulation systems are Orientation: Unspecified --- I Exemption' Framing cavity filled with msulatmn -- --- --- [he building thermal envelope not present.Controls for l - - Iand the duct leakage is <= 1.5 I circulating hot water system ,cfm/100 sq uahe feet of L pumps start the Pump with sig no l; E4: Glass Door(over 50%glazing) I con ditloned floor a rea served by ; I for hot water demand with l n the SHGC: 0.22 38 0.300 0.320 12 12 (,the duct system,or 3)the ceiling (occupancy.Controls Orientation: Unspedfied Iihad ati.n R-value installed automatically turn off the pump E3' Glass Door(over 50%glazing) !against and above the Insulated I :when water Is in circulation loop SHGC: 0.22 38 0.300 0.320 12 12 :duct>=to the proposed telling j i hs at set-point temperature and I Orientation: Unspecified I msulatlon R-value, less the R- Ino tlrmantl for hot water exists. (value of the Insulation on the 403.5.1.2 1 Electric heat tracesystems ®Com Iles !Requirement will be met. E2: Glass Door(over 50%glazing) - P 9 SHGC. 0.22 77 0.300 0.320 23 25 403.4 (HVAC piping conveying fluids R. R-_ IgComphes IRegwremen[will be met [FI29]2 'comply with IEEE 515.1 or UL ❑Does Not Orientation: Unspecified [FR17]'- !above 105 OF or chilled fluids I ❑Does Not I 1515.Controls automatically j below 55 OF are Insulated to all- W4- !adjust the energy input to the ❑Not Observable j W4-Wood Frame r. 1 SHGC:0.29 10 0300 0.320 3 3 13 ❑Not Observable heat tracing to maintain the ❑Not Applicable ❑Not Applicable 1,desired water temperature in the Orientation: Unspecified 403A.1 ;Protection of Insulation on HVAC t ®Complies IRequirement will be met. piping SOUTH WALL:Wood Frame, 16"out. 403A.1 Ipnpnng. I ❑Does Not 403.5 2 I Demand recirculation water 1 ®Complies ! Exemption: on' Unspecified --- --- -- --- --- --- F130]z I�systems have controls that Exemption: Framing cavity filled with insulation '��' I ❑Not Observable ; [ ',❑Does Not 7 10/04/2022 Demo Adjustments manage operation of the pump Compliance Statement The proposed budding design described here is consistent with the building plans, specifications,and other ❑Not Applicable j Land limit the temperature of the [)Not Observable 6 07/23/2022 Issued for Filing calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements In 403.5.3 1Hot water pipes are insulated to R-_ R-_ ;gCom hes 'Requirement wd1 be met, water entering the cold water ❑Not Applicable P q I 5 05/27/2022 Issued for Filing REScheck Verson : REScheck-Web and to comply with the mandatory requirements listed In the REScheck Inspection Checklist [FR18F a1-3. j❑Does Not piping to <= 1040 F. u. 403.5.4 l Drain water heat recovery units p Com lies IRe uirement well be met. 4 05/13/2022 Issued for Contract 7.23.2022 - 1 I❑Not Obs I P q Name-Title Signature Date j❑Not Applicable [FI31]2 tested In accordance with CSA g ❑Does Not 3 04/05/2022 Issued for Filing 1,855.1. Potable water-s!de ❑Not Observable 2 07/02/2021 Issued for Bid 403.6 Automatic or gravity dampers are! 1z omplies I pressure loss of drain water heat [FR19]2 Iinstalled on all outdoor au ❑Does No[ (recovery units <3 psi for ( ❑Not Applicable 1 04/12/2021 Issued for Review 11 intakes and exhausts I individual units connected to one ! { ❑Nat Observable ; I:or two showers. Potable water- 1 1 ISSUE DATE DESCRIPTION I ❑Not Applicable Isdue pressure loss of drain water !heat recovery units< 2 psi for Additional Comments/Assumptions: heat units connected to REScheck Software Version : REScheck-Web :three or more showers. 4041 ;90%or more of Permanenti (®Co :Requirement will be met. Inspection Checklist ffl6j' :fixtures have high efficacy lamps. ❑Does es Not NotC 2022 by Pablo De Miguel Architect PLLC. \\\♦♦♦i�71 All rights reserved.This drawing or parts thereof,may Section :[-]Not Observable not be reproduced in an form without permission Energy Code: 2018 IECC # Insulation Inspection Plans Verified FIeItl Verified Compiles? Comments/Assumptions ❑Not Applicable p Requirements: 57.0% were addressed directly in the REScheck software & Rag ID Value Value 404.1.1 ;Fuel gas lighting systems have ;Requirement will be met SEAL SIGNATURE_ Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each 303.1 IAII Installed Insulation is labeled I 'mcomplles [F123]3 no continuous ptlot light. 1 l ❑Does Not requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception [IN13]' !or the installed R-values Not ! SJR j q q p provided - ❑Not Observable j \ Is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. d' !❑Not Observable I ❑Not Applicable j ❑Not Applicable 401.3 I Compl is nce ce reficate posted. ®Complies / \ Section Plans Verified FIeItl Verified 402.1.1, !Wall insulation R-value. If this Is a; R- R. ;®Complies ;See the Envelope Asemblles [F1712 I ❑Does Not l / t # Pre-Inspection/Plan Review Complies? Comments/Assumptions ;table for values & Re J13 Value Value 402.2.5, ;mass wall with at leasty of the �Q Wood ;!] Wood ;❑Does Not I []Not Observable ; 40226 !wall insulation on the wall 103.1, :Construction drawings and ®Complies s ;❑ Mass �❑ Mass ❑Not Observable I ❑Not Applicable [IN3] extenor,the exterior insulation 103.2 documentation demonstrate ❑Does Not (a, l require ment a pp]ies(FR 10). ❑ Steel IQ Steel I]Not Appbca ble [PRI]' energy code com pi is nce to r the \ / (building envelope.Thermal ❑Not Observable \ !envelope represented on ❑Not Applicable ! i !,construction documents. 303 2 Wall insulation is installed per /r �jYLComplies _ [Iti 1 manufacturer's Instructions. ❑Does Not 103.1, Construction drawingsandIMComplies l Requirement will be met. Section Plans Verified Field Verified Pahl.De Miguel AIA Ni1031614 103.2, :documentation demonstrate !❑Does Not ! ❑Not Observable Section Final Inspection Provisions Value Value Complies? Comments/Assumptions 403.7 energy code compliance for Location on plans/spec: Thor Applicable & Req.ID SHEET NAME: j❑Not Observable 303.3 I Manufacturer manuals for Cam lies IRe uirement will be met. [PR3y ;lighting and mechanical systems. A000 to A801 . _. . _ _ _ 'o, 1Systemssewing multiple I 1,ONotAppbcable [FI18]' Imechanicaland water heating I '�DoesNot I q ENVELOPE ENERGY cJewelling units must demonstrate !,systems have been provided compliance with the IECC 1 ❑Not Observable ICommeraal Provisions COMPLIANCE �l❑Not Applicable I, 302.1, 'Heating and cooling equipment Is: Heating: Heating: Complies ;Requirement will be met. Additional Comments/Assumptions: 4037 szed per ACCA Manual S based I Btu/hr_ Btu/hr EIDoes Not [PR2]1 on loads calculated per ACOA I CoolingCooling' y. Manual I or other methods !, Btu/hr_ Btu/hr_ ❑Not Observable DATE: 10/5/22 SCALE:1' 1'-d" li approved by the code official. ❑Not Applicable j Project No 2101 PAGE:5 of 30 DRAWING No: A-004.00 ROMO RESIDENCE GENERAL DEMOLITION NOTES: HOME RENOVATION PROTECT CONDENSER 1. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS. TO REMAIN 2. THE CONTRACTOR SHALL PERFORM ALL OPERATIONS REMOVE EXISTING REMOVE EXISTING REMOVE EXISTING OF DEMOLITION AND REMOVAL INDICATED ON THE WINDOW TO BE FILLED MANTEL AND SILL. PROTECT DECORATIVE BRICK WALL, MANTEL AND SILL. DRAWINGS AND AS MAY BE REQUIRED BY THE WORK. PROTECT ALL GAS EXISTING FIRE PLACE CONCEAL EXISTING FIRE PLACE. ALL WORK SHALL BE DONE CAREFULLY AND NEATLY, IN EQUIPMENT TO REMAIN PROTECT WINDOW -- --- PROTECT WINDOW ASYSTEMATIC MANNER. 1620 wens Ave q 7" TO REMAIN TO REMAIN Southold,NY 11971 � / REMOVE ALL TRIMS AND GUTTERS. __ - 3. ALL EXISTING SURFACES AND EQUIPMENT TO REMAIN PROTECT EXISTING ROOF ,s,'' © SHALL BE FULLY PROTECTED FROM DAMAGE. THE OWNER _____�_-_____ -- 7 - -- CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY REMOVE EXISTING 4 6 ---- - -�'------------\ FOR DAMAGE AND SHALL MAKE REPAIRS REQUIRED ContactWrIIs agu'otin Rome �F------- Melissa and / WALL(NON BEARING) 2'-7" PROTECT ALL RETAINING WITHOUT ADDITIONAL COST TO THE OWNER. Southold NY 11971 REMOVE:ALL TRIMS AND GUTTERS. Issa and Agustin Rome " 'w: WALL -TO AIN 4. NO DEBRIS SHALL BE ALLOWED TO ACCUMULATE ON T 201 401,9355 E.mellssatromoVgmall.com PROTECT EXISTING ROOF E V L A A T REMOVE EXISTING THE SITE. DEBRIS SHALL BE REMOVED BY THE / 1 NEW OPENING ARCHITECT. VYNIL WALL CLADDING CONTRACTOR AS THE JOB PROCEEDS. THE SITE SHALL t LEI OVE ALL EXISTING ELECTRICAL h / 1 BE LEFT BROOM CLEAN IA THE COMPLETION A Pablo De Miguel Architect C40 PLLC / I EXISTING COLUMNS I I 1 DEMOLITION.ALL MATERIALS TO BE REMOVED AND 67 35th Stroct,surto CaOs nl TO BE RELOCATED 1 ,u I I Brooklyn NY 11232 u, / 4 (REFER TO STRUCTURAL PLANS) PROTECT ALL RETAINING SAVED FOR REUSE, MUST BE KEPT IN A SAFE, DRY contact:Pablo de Miguel AIA o p1 E V XIS IN / /� Ili WALLS TO REMAIN 7 9 Jv7 / � I , PLACE,WRAPPED AND PROTECTED AS REQUIRED FROM L s4s 295 0333 E.pabioampabiodemlguelcom / OOfi j "/ REMOVE EXISTING DAMAGE. W.wwwpablodemlguel com REMOVE BAY WINDOW. ti i PROTECT ALL STRUCTURAL_ RADIATOR NEW LARGER OPENING TO RECEIVE DOORS ELEMENTS TO REMAIN 5. ALL DEMOLITION WORK IS TO COMPLY WITH ALL STRUCTURAL ENGINEER. ' \ ul ii APPLICABLE FEDERAL, STATE,AND CITY LAWS AND Gilsanz Murray Steticek LLP REMOVE EXISTING CEILING. ------ I I REGULATIONS. --1 700 Canal Short, 1st Floor i u REMOVE EXISTIMG CLOSET REMOVE EXISTING " Stamford CT 06302 r. a PROTECT EXISTING ROOF TO REMAIN ------ ` 6. NOTIFY ARCHITECT OF DISCREPANCIES BETWEEN THE ; BASE AND TRIM " I I 1 contaeT Ken Oon PE ROTECT EXISTING POOL ---¢--- - i = R III REMOVE EXISTING DRAWINGS, NOTES AND FIELD CONDITIONS BEFORE - / -------- -- / -------------------------------- L917426771fi E.ken.oen�a;GMSLLP.com DECK TO REMAIN - r I I VYNIL WALL CLADDING---- -- COMMENCING WORK. W.www gmstio Com j >-- __ / TIN ;/ 4 -' --- __ REMOVE EXISTING 7. THE CONSTRUCTION MANAGER AND/OR CONTRACTOR o /Y / - r ,F IN HT1=1XT R@ III/ PROTECT EXISTING CONCRETE 'i VYNIL WALL CLADDING IS TO INSPECTTHE SITE AND EXISTING CONDITIONS / I e-- - - PLATFORM TO REMAIN "---------------- TOGETHER WITH THE DRAWINGS PRIOR TO THE START L /'. REMOVE KITCHEN PLUMBING �, \/ u FIXTURES, PROTECT WINDOW OF WORK. CABINETS&APPLIANCES. -- i TO REMAIN REMOVE EXISTING CAP LINES AS REQUIRED. -Y /' 1 8. AREAS NOT WITHIN THE SCOPE OF WORK SHALL PROTECT EXISTING r G E O RO F T S FLOOR ' II RECEIVE TEMPORARY PROTECTION. FRIDGE TO BE REUSED III EF �f $ / , D WNJG ) / Y A. SUCH ENCLOSURES SHALL BE FLAME PROOFED / IST REMOVE EXISTING REMOVE EXISTING DOOR AND SIDE WALL VYNIL WALL CLADDING II 1 WHEN DETERMINED NECESSARY BY THOSE NI `n RE` E �/ REMOVE ALL EXISTINGL Illi CODES IN FORCE AT THE TIME OF " a - -- ' `_^'_- LIGHT FIXTURES CONSTRUCTION. REMOVE BAY WINDOW. I, E RI L- RI �U''T S -„___-_ PR TECT ALL EQUIPMENT. B. WHEN REQUIRED BY CODE OR PHASING I' N S� M S BE REPCA D / ^ '; ING CONSTRUCTION. I , NEW LARGER OPENING TO m + ,a / ,I REMOVE EXISTING ���111 RECEIVE NEW WALLS III - -�c,� _k , STEPS--- REMOVE OIL TANK li REQUIREMENTS,TEMPORARY PLYWOOD / o ” ° PROTECT ALL RETAINING PARTITIONS,SECURELY ANCHORED TO THE REMOVE EXISTING WALLS TO REMAIN SLAB ABOVE,SHALL BE ERECTED INCLUDING --- -- - lG - ; �ACUSTICAL CEILING li DOORS AND FRAMES FOR THE PROTECTION OF REMOVE EXISTING STEPS— ilii l n }_J -+ _ -------------k, OCCUPIED AREAS AND TO INSURE PROPER - - - -' - / MEANS OF EGRESS DURING EMERGENCIES. REMOVE ALL PARTITIONS , , y -� 1 -- +_______ REMOVE EXISTING 4--- '-------- ---- PROVIDE RATED ASSEMBLIES AS REQUIRED. -------- m 1 BASE AND TRIM DOOR a =N I___ -----i •____�_ a REMOVE EXISTINGWALL C. LOCATION OF TEMPORARY PARTITIONS AND _ 11 1 u (REFER TO STRUCTURAL DRAWINGS) PROTECT STAIRCASE TO REMAIN -----�'--""t=___- ----- LJ REMOVE ALL II , u AREAS OF PROTECTION SHALL BE DONE IN g___________..� ___ „ II I e " CLOSET DOORS CONSULTATION WITH THE OWNER AND THE 'la " u a REMOVE EXISTING I, REMOVE ALL I❑ R DR ❑ CLOSET DOORS ARCHITECT. DOOR ❑ III " REMOVE EXISTING 47 PROTECT WASHER PROTECT ALL RETAINING 9. REMOVE OR RELOCATE ALL WIRING, PLUMBING,AND III ----_ _--_____ a FLOOR AND DRYER TO REMAIN WALLSi`FO REMAIN MECHANICAL EQUIPMENT AFFECTED BY REMOVAL OF KEY PLAN CAP LINE AS REQUIRED. �� III 12 REMOVE EXISTING flM PROTECT WASHER PARTITION PARTITIONS. REMOVED PIPES AND/OR LINES SHALL BE REMOVE ALL MBING FIXTURES, J '„ REMOVE ALL TRIMS AND GUTTERS. Irk PING ' ,�A �I PROTECT EXISTING ROOF AND DRYER TO REMAIN p------ REMOVE EXISTING ----------- CUT TO A POINT OF CONCEALMENT BEHIND OR BELOW REMOVE CEILING, E6E6TRI( ,L WIRING, OUT L S- GYP. CEILING. 1 G DgOR, FINISH SURFACES,AND SHALL BE PROPERLY CAPPED MOV REM VE — 1 REMOVE EXISTING M 1i LIGHT FIXTURE,$AND EQUIPMENT o, � --------------� SAND-SWITC�iE�- ISTT© REPCAC J PROTEOT CEILING TIES FLOOR AND CEILING "----=\-- -F / REPPOVE EXISTING n OR PLUGGED. in i+li 2 9" 10'-7" Ct OSET DOORS —� , 10. DEMOLISH ALL EXISTING OBSOLETE COMMUNICATION ) if' ;1 ',�'yll AND PHONE LINES. REMOVE ALL POWER AND ELECTRIC Li _ DEVICES TO ROOT. 1 I l I I r Y II ' ` Y 'il r o "p3T'�' ��___ 1 Etl 1 REMOVE ALL REMOVE ROOI-ICANOPY op r �^�rc � -----' 71. THE CONTRACTOR SHALL PROVIDE ADEQUATE ill CLOSET DOORS n I l y 1 L__a__u II = ________ i 1' ""I WEATHER PROTECTION FOR THE BUILDING AND ITS �' REMOVE EXISTING PATCH ROOF ASIS 4 REQUIRED -���- V Atl ----J ^ - J_J II CONTENTS DURING THE COURSE OF THE WORK. ALL F1 L— , —i 11 ~'° \\� jl' , ° REMOF E EXISTING I, DOOR OPENINGS N ANY WALL OR ROOF SHALL BE r REMOVE ALL EXISTING _ PROTECT GARAGE PROTECTED FROM ALL FORMS OF WEATHER OR WATER PLUMBING FIXTURES. ---------- PROTECT \T -V---,- WALL TO REMAIN s====� a ;, m CAP LINES AS REQUIRED PENETRATION. PRO TO REMAIN - a=== ❑ r---=-`--I y T III FH REMOVE EXISTING 12. CONSULT WITH THE ARCHITECT AND OWNER re___=' ur_ REGYOP. CEILING. TO TO BE FILLED REGARDING THE DISPOSITION OF ITEMS TO BE , ' PROTECT WINDOW RETAINED. PROTECT CEILING TIES ^ TO REMAIN PROTECT WINDOW REMOVE EXISTING STEPS --------------------------'------„ - 13. BEFORE STARTING DEMOLITION WORK,THE < TO REMAIN CONTRACTOR WILL EXAMINE THE STRUCTURAL 7 PROTECT ALL STRUCTURAL ) CONDITION OF THE BUILDING& PROPERLY SHORE AND REMOVE ALL / \ ELEMENTS TO REMAIN REMOVE EXISTING LIGHT BRACE OPENINGS CUT INTO THE EXISTING STRUCTURE DOORS FIXTURES UNDER THIS CONTRACT&OTHERWISE SO THAT NO i-- -- ' .n REMOVE CEILING AS REQUIRED DAMAGE WILL OCCUR; PROTECT AND BRACE EXISTING REMOVE EXISTING PROTECT ALL RETAINING TO INSTALL NEW TRUCTURAL MECHANICAL&UTILITY LINES WHERE REQUIRED.ANY WINDOW TO BE FILLED REMOVE EXISTING WALLS TO REMAIN PROTECT EXISTING REMOVE ALL FLOOR TO REMAIN - 'EtEM NTS DEMOLITION WHICH REMOVES OR DEGRADES REMOVE EXISTING III DOORS WINDOW TO BE FILLED OVy❑Xw, F4--' SECURE RALDURING GOONS NTSRUC MUST EFERTSTRUCTURALLY ------ r-----i I PROTECT ALL RETAINING SECURE DURING CONSTRUCTION. REFER TO II PROTECT CEILING TIES ° WALLS TO REMAIN ENGINEER'S DRAWINGS. 7 10/04/2022 Demo Adjustments R REMOVE EXISTING 9 II I 1 _ 6 07/23/2022 Issued for Filing II a REM Y EXISTING I u V\/ FLO'O t" PRt3TECT ALUSTRUCTURAt-"%I 1' , ---------- PROTECTALLEQUIPMENT �� IHI i 'I `� „ tL�MENTS TO REMAIN SYMBOL LEGEND 5 05/27/2022 Issued for Filing TO REMAIN a It 11 ii n n REMOVE EXISTING 4 05/13/2022 Issued for Contract REMOVE EXISTING I'I ii ELECTRICAL PANEL 3 04/05/2022 Issued for Filing „I GYP. CEILING. TO BE REPLACED EXISTING CONSTRUCTION TO REMAIN 0 p '� REMOVFjPLL ,I li 1 OPENING FOR NEW WINDOW m-'- r- 2 07/02/2021 Issued for Bid n PROTECT CEILING TIES ! ul io C OSE O F > 1 04/12/2021 Issued for Review I' EXISTING PARTITION TO BE REMOVED -_- --� li _ _ JT °1 EXISTING DOOR TO BE REMOVED 7 �� I ISSUE DATE DESCRIPTION __________ '__ CISYvv `/ _ _ b _ J DOORS DURING CONSTRUOG ONREMOVE EXISTING _ DOORS DURING CONS REMOVE EXISTING RAG EN� NOT IN THE SCOPE OF WORK \\ FOR RE-USE ©2022 by Pablo De Miguel Amhltect PLLC. T-8" FOR RE-USE INDICATE AREA TO BE REMOVEDAll rights reserved This drawing or parts thereof,may o T REMOVE EXISTING l REMOVE EXISTI G DOOR not be reproduced In any form without permission 2 WALL FOR NEW OPENING / /� EXISTING NEIGHBOR BUILDING SEAL&SIGNATURE REFER TO STRUCTURAL DRAWINGS f`- /X�� _��ll�l� PROTECT EXISTING ELECTRICAL � \ _ METER TO REMIAN PED ARC.y VO DE A;lGG7T� r r acT9T 03165a �QQ' UP OF B OF NEN Pablo Dr'Miguel AIA NYS Dc a 031614 SHEET NAME: DEMOLITION PLANS DEMO FIRST FLOOR PLAN C2� DEMO BASEMENT FLOOR PLAN SCALE: 1/4" = 1'-0" — DATE 10/5/22 SCALE:1' 1•0^, N 0' 1' 2' 5' 10' % SCALE: 1/4" 1'-0" NG o.J O 0' 1' 2' S' 10' ANo.2101 PAGE 6 of 30 DPWI DRAWING No D-101 .00 FINISH NOTES ROMO RESIDENCE HOME RENOVATION 1. PAINTING OR INTERIOR FINISHING SHALL NOT BE DEVELOPED RATING OF CLASS B. DONE UNDER CONDITIONS WHICH WILL JEOPARDIZE 18 ATTACHMENT AND ADHESIVES FOR INTERIOR tING THE QUALITY OR APPEARANCE OF SUCH WORK. LOCATIONS, WHICH WILL PRODUCE PRODUCTS WORKMANSHIP,WHICH IS JUDGED LESS THAN FIRST MORE TOXIC THAN THOSE GIVEN OFF BY WOOD ORQUALITY BY THE ARCHITECT WILL BE REJECTED. PAPER WHEN DECOMPOSING OR BURNING WILL BE 2. SUBMIT COLORS TO THE ARCHITECT FOR REJECTED. COVER EXISTING FIRE PLACE 1820 Wells Ave NEW WINDOWTO MATSouthold,NY 11971 APPROVAL. 19. STEEL STUD AND GYPSUM WALL BOARD PERIMETER WINDOWS, 3 PREPARE SURFACES TO RECEIVE THE SPECIFIED PARTITIONS: REFER TO SCHEDULE OWNER: FINISH,TAPE AND SAND SMOOTH GYPSUM BOARD A. STEEL STUDS SHALL BE ROLL FORMED TO RECEIVE THE SPECIFIED FINISH. PAINT GRADE CHANNEL TYPE SECTIONS FABRICATED OF _ Melissa and Agustin Rome WOODWORK SHALL BE HAND SANDED BETWEEN GALVANIZED SHEET STEEL, SIZE PER PLANS AND ❑ ---- 1820 Wells Avenue Southold NV 11971 COATS AND DUSTED CLEAN.ALL HOLES, PITCH IN THE LONGEST LENGTHS AVAILABLE SO THAT contact:Melissa and Agustin Rome POCKETS, OR SAPPY PORTIONS SHALL BE SCRAPED THE STUDS EXTEND VERTICALLY, IN ONE PIECE, T.201 4D1 9355 E melissatromo@gmail.com AND SHELLACKED. FROM FLOOR TO CEILING Al BEAMS Al 4 1 6 24, ARCHITECT.4, FILL CRACKS, HOLES, IMPERFECTIONS IN EXISTING OR DECKS ABOVE, WALLS, PARTITIONS, OR GYPSUM BOARD WITH B. CEILING AND FLOOR RUNNERS SHALL BE ROLL Pablo De Miguel Architect PLIC 67 35th Street,suite C40ri PATCHING PLASTER AND SMOOTH OFF TO MATCH FORMED CHANNEL TYPE SECTIONS FABRICATED ^\ \ Brooklyn NV 11232 ADJOINING SURFACES OR LAMINATE WITH(1) LAYER OF USS NO.25 GAUGE, GALVANIZED SHEET contact Pablo Miguel All #Dr ID T 646265E pablo9pablodemigue6com OF t/z" GYPSUM BOARD TO ACHIEVE REQUIRED STEEL, RUNNERS SHALL BE IN 10'-0"LENGTHS. #LayID � w www pablod8 blodemiguelcom SMOOTHNESS,AS PER ARCHITECT'S INSPECTION. C. GYPSUM WALL BOARD SHALL BE GRADE X FIRE STRUCTURAL ENGINEER. 5. WIPE NEW GYPSUM BOARD SURFACES WITH A RETARDANT WALL BOARD 48"WIDE AND OF DAMP CLOTH JUST PRIOR TO APPLICATION OF THE THICKNESS INDICATED ON THE CONTRACT _ »I j Cream,Murray Steficek LLP �i PLAY BOOM 15 700 Canal Street, 1 st Floor PRIMER, IN OR DER TO LAY FLAT ANY NAP WHICH DRAWINGS AND SHALL BE OF UNIFORM QUALITY '/ \ 13 A-301 Stamford,CT 06902 MAY HAVE FORMED IN THE SANDING PROCESS. CONFORMING TO FEDERAL SPECIFICATION 55- contact:Ken Oen PE 6. UPON COMPLETION OF PAINTING WORK, REMOVE L-30 AND TO ASTM C56. 70 sq ft T.9174287716 E.ken oen4TGMSLI Pcom W.www gmsllp conn ALL PAINT FROM WHERE IT HAS SPILLED, D. SOUND ATTENUATION BLANKETS SHALL 8E \ o SPLASHED, OR SPLATTERED ON EXPOSED COMPRESSIBLE MINERAL FIBER (THERMARBER ADJACENT SURFACES. AS MANUFACTURED BY US GYPSUM CO OR \ i 7. EXAMINE FINISH SURFACES AFTER COMPLETION OF APPROVED EQUAL). WORK INCLUDING MILLWORK INSTALLATION AND E. JOINT TREATMENT PRODUCTS SHALL CONFORM ST-10 PROCEED WITH TOUCH-UP AS REQUIRED. TO ASTM C-474 AND C-475.TAPING AND D ❑ 11 8 13_3" W 8. PROVIDE ARCHITECT WITH A MINIMUM OF(3) 8"X SPACKLING SHALL BE THREE(3)COAT 476 l4 10" BRUSH OUTS OF EACH COLOR AND FINISH FOR APPLICATION. / w APPROVAL,AT LEAST 2 WEEKS PRIOR TO SITE F SCREWS FOR FASTENING WALL BOARD TO APPLICATION. ON SITE APPLICATIONS SHALL BE STUDS SHALL BE BUGLE TYPE PHILIPS HEAD j REQUIRED ONE WEEK PRIOR TO FINAL APPROVAL. SCREWS, SPECIFICALLY MANUFACTURED FOR MECH ROOM ARCHITECT RESERVES THE RIGHT TO ADJUST ANY POWER TOOL INSTALLATION. 12 cO COLOR/FINISH ONCE THE WALL TEST HAS BEEN G. CORNER BEADS SHALL BE DUR-A-BEAD USG 159 sq ft MADE. CORNER REINFORCEMENT OR APPROVED 9. FINISH UNDERSIDE OF SOFFITS TO MATCH EQUAL. ADJACENT VERTICAL FINISH UNLESS OTHERWISE H. TRIM MEMBERS SHALL BE FABRICATED OF USS NOTED. NO 25 GAUGE GALVANIZED STEEL AND SHALL / D1, @c r , - 10. INSTALL ELECTRICAL SWITCH AND OUTLET COVER INCLUDE CORNER REINFORCEMENT AND \I I D PLATES, SURFACE HARDWARE, ETC.AFTER PAINTING CASING TYPE EDGE TRIM. CORNER AND EDGE \ LayID Al APPLICATION OF WALL COVERINGS AND TRIM MEMBERS SHALL BE IN SINGLE LENGTHS. FLOORING. 20. THOROUGHLY PATCH, CLEAN,AND PREPARE WALL El r 11. PREPARE SLAB TO RECEIVE NEW FLOORING SURFACES FOR APPLICATION OF NEW FINISH PAINT 9 I I I MATERIALS TO PREVENT NOTICEABLE LUMPS AND (2 COATS MIN.)SUBMIT SAMPLES TO THE A-601 DR DR DEPRESSIONS. ARCHITECT FOR APPROVAL. I �I in m / I7 KEY PLAN 12. PARTITIONS AND MILLWORK TO RECEIVE STRAIGHT 21, TAPE AND SAND SMOOTH GYPSUM WALL BOARD SO AND RESILIENT BASE,COVE RESILIENT BASE AND JOINTS ARE NOT VISIBLE. PATCH AND REPAIR , "�• )J I RESILIENT FLOORING UNLESS OTHERWISE NOTED. SURFACES TO MATCH ADJACENT OR ADJOINING i \ Otl7 G i v I 4'-2" 13. STAINED AND PAINTED SURFACES SHALL BE SURFACES WHERE DAMAGED OR DISTURBED BY -�Q..—__ ST-05 FINISHED SUCH THATJOINTS ARE NOT VISIBLE NEW WORK. I BATH 2/LA JNDRY WHEN VIEWED FROM ANY REASONABLE ANGLE 22. PREPARE WALLS WITHIN WORK AREA WHICH ARE I 10 / D I / I D13 tI-7J' 4'3° 74" 14. LOCATE INTERSECTIONS OF DIFFERENT FLOOR SCHEDULED TO BE PAINTED SO AS TO OBTAIN A 100 sq ft — FINISH MATERIALS DIRECTLY UNDER CENTER OF SMOOTH TRANSITION WITH ADJACENT SURFACES DOORS UNLESS OTHERWISE NOTED. AND SO AS TO BE SUITABLE TO RECEIVE NEW PAINT - 15. METAL DOORS, CONVECTOR COVERS, FRAMES AND FINISHES L- — — — — — — — J WALLS AS SPECIFIED, TO RECEIVE A PAINT FINISH 23 NEW WALLS AND PARTITIONS ADJACENT TO NEW SHALL BE PAINTED AS FOLLOWS: FLOORING SHALL RECEIVE NEW 4" HIGH _ A. GYPSUM. SCHEDULED BASE (BOTH SIDES UNLESS 1) FIRST COAT. LATEX PRIMER OTHERWISE NOTED). ii) SECOND COAT. LATEX EGGSHELL Iii) THIRD COAT. LATEX EGGSHELL B. METAL DOORS, FRAMES, CONVECTORS: I I I I i) FIRST COAT. LATEX METAL PRIMER IOI 101 ii) SECOND COAT. LATEX SEMI-GLOSS ENAMEL I I I I iii) THIRD COAT. LATEX SEMI-GLOSS ENAMEL I I GARAGEI I 16. PAINT SHALL BE LATEX-INTERIOR FINISHES TO I 11 COMPLY WITH LOCAL BUILDING CODE AND SHALL 695 sq ft BE INTERIOR FINISH CLASS C FOR CORRIDORS AND a, ROOMS. II II 17. INTERIOR FINISHES SHALL BE CLASSIFIED IN ACCORDANCE WITH SURFACE FLAME RATINGS.ALL FINISHES IN THE PROPOSED AREA TO BE INTERIOR 1 FINISH CLASS B. FINISHES MATERIAL SHALL HAVE la 7 10/04/2022 Demo Adjustments FLAME SPREAD RATING OF 26-75 SMOKE 2 6 07/23/2022 Issued for Filing F i F — — — — — - A-301 5 05/27/2022 Issued for Filing 4 05/13/2022 Issued for Contract 1 \ 1 3 04/05/2022 Issued for Filing 1 i 2 07/02/2021 Issued for Bid 1 04/12/2021 Issued for Review z'GD O I I I � I I � GD1 I I ISSUE DATE DESCRIPTION 2022 by Pablo De Miguel Architect PITC, All rights reserved.This pawing or parts thereof, may not be reproduced in any form without permission, SEAL&SIGNATURE D ARC VO DE M/G.L 7Tic A-zo1 SYMBOL LEGEND s r Tq7. 031610. {OQ` #Dr ID I DOOR NUMBER O FOF NES #LayID dll FINISH TAG Pablo De Miguel AIA NYS Dc.# 031614 XX-XX SHEET NAME PARTITION TYPE a- PROPOSED BASEMENT CONSTRUCTION PLAN EQUIPMENT EQ-XX F14BASEMENT FLOOR PLAN WINDOW TAG DATE 10/5/22 SCALE v = 1'-o", / ROOM NUMBER 0 SCALE: 1/4" = 1'-0" Proloct No.2101 PAGE:PAGE:71of 30 N �\ 0' 1' 2' 5' 10' DRAWING No UI A-101 .00 ROMO RESIDENCE HOME RENOVATION 5 1 A-302 A-201 1829 Wells Ave Southold,NV 11971 OOA A OWNER. Li Li-' „ "`a"i; - - Melissa and Agustin Rome i Ml 1820 Wells Avenue i� Southold NY 11 g71 contact.Me ssa and Agustin Rome l T.201 401.9355 E melissatromolgmall com ARCHITECT: m Pablo De Miguel Architect PLLC rg D 67 35th Street,suite C406 Brooklyn NY 11232 \ contact Pablo an Miguel AIA #Dr ID II # fgl Dr 41 rgD 'I W1 T.646 265 0338 E pabloOpablodemlguel com y W www pablodemiguel com #LayID �; E2 F Lal j I I 'j II I # rg(D STRUCTURAL ENGINEER: l n 15 Gilsal Murray Steficek LLP 4 A-301 700Canal Street, 1st Floor Stamford, Cr 06902 contact Ken Oen PE 4WD- mv T.9174287716 E.ken.00n@rMSLLP.com r - - - - W.wwwgmelp com IN Wt I LDa I y I 177 s y I ' j 3U1 3. 6.. 'a W1 A-506 i j WD-04 I A-602 6 W3 o OO [O] I I g I A-504 1 / I ST-O7 I 13 ST-01 4 I I _ 0. 3. I 1 A-504 I I A 301 OE IG _I- I - I m I I r B 1 \\ o TTEC 6 a l m / B qR O A `W8 KEY PLAN _ 0 1 6 q o -L y 1 WD-01 11 I 0 A 301 WD-04 I O q t _ issa an( A u ti R o Q 4 A-201 a \\ > W7 L A TER$, 'r L3 B D O .W7 qh A-601 - VI f - WD-01 L _ a 6._0.. 10. 3.. O Layl D5 CO FID D7 I J G 0 / rn � � ClS I I v WD-01 D6 I I I A-506 W4 4._4.. I I 7 10/04/2022 Demo Adjustments �— B D OOM or n I I - 2 5 05/27/2022 Issued fFilior ng Q WD-01 0 I m I A-301 g # rglD it 1 q t I I 4 05/13/2022 Issued for Contract Or I I I 3 04/05/2022 Issued for Filing 91 rgl D-01 rg D 1 C�4 W < - iv Layl I I - 2 07/02/2021 Issued for Bid #Drg1 04/12/2021 Issued for Review rlD - - - - - S E E _ \ I - - - ISSUE DATE DESCRIPTION 4' 1" Q I 0 Q Cc)2022 by Pablo De Miguel Architect PLLC.yyD_03 All rights reserved This drawing or parts thereof,may ¢ not be reproduced In any farm without permission / SEAL&SIGNATURE 'W5 W5 W5 W5 WS 7 p,E.D AR 73._6.. �� �15• 6 9 ��p DEA^/Gy7T� 34_4 2 � t A-201 tr yl:T{I tr SYMBOL LEGEND r #Dr ID �Tq2. 031614 yOQ #LayID DOOR NUMBER O FOF NEN FINISH TAG _ Pablo De Miguel AIA NYS Llc 0 031614 SHEETNAME PARTITION TYPE xx PROPOSED FIRST FLOOR CONSTRUCTION PLAN EQUIPMENT EQ-XX FIRST FLOOR PLAN WINDOW TAG O DATE: 103/2 SCALE v v.o", 1� Prol No 2101 PAGE 8 of 30 SCALE: 1/4" = 1'-0" a a N ROOM NUMBER 0 O 5' 10 DRAWING No: A-102.00 ROMO RESIDENCE HOME RENOVATION 1820 Wells Ave Southold,NY 11971 OWNER' Melissa and Agustin Romo ✓y 1820 Wells Avenue .� '•+� Southold NY 11971 f contact:Melissa and Agustin Romo / T.201.401.9355 E.melissatromoligmail corn EXISTING FENCE ' \ ARCHITECT: TO REMAIN (6.5'TALL)) Pablo De Miguel Architect PLLC PROPERTY LINE i 67 35th Street,suite C408 Brooklyn NY 11232 ' contact Pablo de Miguel AIA 76462650338 E.pablo Dpaberemiguel corn W wwwpablodemiguel.com EXISTING POOL DECK \ —EXISTING NON-CONFORMING BUILDING STRUCTURAL ENGINEER: TO REMAIN ' W/CONFORMING USE TO REMAIN. 11,15aStamford, Steficek LLP 15' 11" ( 700 Canal Street, lst Floor ROOF EDGE:e^"'�- Stamf tr KCTOOfi9 PE _ contact en en P�,`.�^"""�•- "'" - -.-... � T.9174287715 E.keneeneGMSLLPcom i I W.www,9msllp.com } r 50 FT. SETBACK � ' ' Y ' i (FRONT YARD)� I 10 FT.SETBACK ' y STEPS LED�—PROPOSED CANOPY LI HT tl8" HEIGHT RE INING WALL REMOVE ' - -- --- HOOD VENT i 40'-4" 25 FT SETBACK \ (SECONDARY PARD) 15'-3' REFAINI G WALL AT GR L)E i ' i I AFTER ELIMINA ING EXISTING CANOPY I PA EMENT AT GRADE i —— yyy PATCH AND REd IR AS REQUIRED / KEY PLAN '-7" 4'-0 P _ JY NEW OF I R XTE f �/ /�TTO'.(MA'TCH EXISTING TONE STEPS/ • , 1�._-___.. _______ ___ � � � -._ � L-:-:- .._,.--__�: I � EMOVEPEUMBINU� VENSPIPS. 1 \ \ RE-USE ROOFBOOT J / i 56'- t`( i � GARDEN i I NEW ROOF OVER EXTENSION HOUSE NUMBER TO MATCH EXISTING ELIMINATE \ � \ \ NO WORK ON THE REST OF THE SITE ROOF\ PATCH R REPAIR OVERHANG \ �20 FT FT)SETBACK \ s"'� / AS REQUIRED(SIDE YARD-TOTAL 35 \ � 7 10/04/2022 Drmo Adjustments \ \ / 6\ 07/23/2022 Issued for Filing 5 05/27/2022 Issued for Filing \ \ / ELIMINATE AERIAL CABLING\ \ 4 05/13/2022 Issued for Contract \ \� AND SUBSTITUTE 3 04/05/2022 Issued for Filing EXISTING RETAINING OR BURIED LINES WHEN UPGRADING \ �\ NO WORK ON THE DRIVEWAY \ P 04/102/2021 Issued for R2/2021 Issued for eview WALLS AND STAIRS HE ELECTRICAL SERVICE ..✓ TO REMAIN \ ISSUE DATE DESCRIPTION \ / 0 2022 by Pablo Do Miguel Architect PLLC Y _ All rlghts reserved.This drawing or parts thereof,may not be reproduced in any form without permission. SEAL&SIGNATURE _f Req� � DRy p DE M,/C,G 7Tt" q� �! C� SYMBOL LEGEND * J �OR NUMBER JT 031514 QQ� \ — — — — — — -ILL -- ✓J �rFOFNEt'1-1 — _ — — — L— FINISH TA XX-XX 15 FT. SETBACK Paolo De Mgual All NYS Uc #_031614 \ (SIDE YARD) PARTITION TY E LXX SHEET NAME: ROOF PLAN EQUIPMEN EQ-XX \ WINDOW AG O \ -- --= DATE. 10/5/22 SCALEn• - ro^, ROOM UMBER 0 s" 1 e• Project No 2101 PAGE:9 of 30 DRAWING No 13 ROOF PLAN \ r -103.00 SCALE: 1/8" 1'-0" ROMO RESIDENCE HOME RENOVATION 1820 Walls Ave Southold, NY 11971 OWNER. Melissa and Agustin Roma 1820 Wolls Avenue Southold NY 11971 ELIMINATE THIS ALL TRIMS AND GUTTERS contact:Ml and Agustin Round ROOF LINE EXTENSION ON PT-03 T.201.401.9355 E mebssatrome0gmad.com ALL TRIMS AND GUTTERS ARCHITECT ON PT-03. -_ Pablo De Miguel Architect PLLC PT-03 --- 67 39th Street,surto C406 Brooklyn NY 11232 contact:Pablo de Miguel AIA -- T,64626,0338 E pabloapablodemiguol.com W.wwwpablodomiguel.com WD-02 STRUCTURAL ENGINEER _ _ _ — — WD-03 _ _ _ _ _ _ _ _ WD-02 — — _ _ _ _ _ _ _ _ _ _ r _ _ _ — — _ _ Gilsanz Murray Steficek LLP — — — — — — L ww 9m 7P6romE.kart oenP+GMSLLP com _ Stamt i Centa W w I s I �� t __ ____ WD-02 m r1f s ` `� - I7 r WD-02 WD-02 ` '� ` i.. - - " � WD-04 L - - ST-02 L - - - - - - J fill— - — 1 7 ST-021 0, - — - „ �LI _ � 34'-11/2 T_2„ C A-602 17_10„ WD-03 WD-03 D-25 TERRR CE EL VATION KEY PLAN 2 C SOUTH ELEVATION _ �1 EAST ELEVATION SCALE: 1/4" = 1'-0" - - 2'-61/4" !1 4'-10 1/4" —_10'-31/2" 1'-7' , ---�1_7„ 7-10^ 7.2„ 34'-1 tie" k- 7 10/04/2022 Demo Adjustments 6 07/23/2022 Issued for Filing r — -1 5 05/27/2022 Issued for Filing r — — — — — — — — — — — — — — I I 4 05/13/2022 Issued for Contract — 3 04/05/2022 Issued for Filing --- - ---- I 2 07/02/2021 Issued for Bid 1 04/12/2021 Issued for Review _ s s� ❑ ❑ r I ISSUE DATE DESCRIPTION WD-02 I W D-02 LU i C,2022 by Pablo Do Miguel Architect PL-C. All fights reserved This drawing or parts thereof,may A-602 _ i �� not be re produced In an form without f Y permission i — — — i — — — — — — — — — — — — SEAL&SIGNATURE 1 ? � A-602 p � ll 03161b 1�Qr �oF NL`S'1 Pahlo Da Miguel AIA NYS Llc >t 031614 SI IEET NAME: \1/ NORTH ELEVATION WEST ELEVATION EXTERIOR ELEVATIONS SCALE: 1/4" 1'-0" SCALE: 1/4" = 1'-0" DATE: 10/5/22 SCALE:114• - P-o- Project No.2101 PAGE: 10 of 30 DRAWING No.: A-201 .00 ROMO RESIDENCE HOME RENOVATION V TALL WALLS REMOVE ALL EXISTING HVAC DUCTING AND EQUIPMENT /MASTER CLOS T REMOVE ALL EXISTING HVAC DUCTING AND EQUIPMENT 1820 Wells Ave\ Southold,NY 11971�� � OWNER Melissa and Agustin Roma 1820 Wells Avonue 16 Southold NY 11971 A-502 contact:Mollesa and Agustin Roma T.201.401.9355 E.melissatromos�gnnohaom 7 — __1 ARCHITECT. Pablo De Miguel Architect PLLC 7 67 351h SSrN:I,SUItO coos I Brooklyn NY 11232 — - - _L — _ contact:Pablo da Miguel AIA c I I T.6462050338 E pablo®pabfodemiguel.com W wwwpablodemiguel.com I I STRUCTURAL ENGINEER I I _rr Gilsanz Murray Steficek LLP - 700 Canal Street, 1 at Floor Stamford,CT 06902 contactKen Oen PE T.9174287716 E.ken.oen®GMSLLP.com W.wwwgrrarp.com I JL -- BUILDING SECTION C 70—SHORT SECTION B 2 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" KEY PLAN NEW WEATHERED NEW DECORATIVE STEEL MANTEL FIXTURES OVER ISLAND NEW RIDGE BEAM LINEAR LED FIXTURE TO ILLUMINATE COUNTER DECORATIVE FIXTURE LINEAR LED FIXTURE ALONG THE DOOR OVER DINING TABLE DOOR BELL 5 4 3 A-502 A-502 A502 r — — I f I I 7 10/04/2022 Demo Adjustments I 6 07/23/2022 Issued for Filing Ij r I '4 5 05/27/2022 Issued for Filing I ; I � I I 4 05/13/2022 Issued for Contract o LINEAR r I 1 1 3 04/05/2022 Issued for Filing coImFAR LED I 1 2 07/02/2021 Issued for Bid FIXTURE L NEAR 1 04/12/2021 Issued for Review LINER _ —UN-R=—UNER= THREADS I ISSUE DATE DESCRIPTION __ Q o — , ___ L — — — — J C:2022 re Pablo De Miguel ry or pa PLLC ku 111—"� All n9hts reserved.This Brewing or parts thereof.may ` not be reproduced in any form without permission SEAL&SIGNATURE NEWARCM WINDOW D_M,/�,G T� r s2gTF OOFINIE��OQ Pablo De Miguel AIA NYS Lie.4 031614 SHEET NAME: BUILDING SECTIONS I DATE 13� --- --- -- — ProjectlNo.2 01 PAGE.II of 30 v- 0-SHORT SECTION C SHORT SECTION E SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0 1$ _" �/ DRAWING No. A-301 .00 ROMO RESIDENCE HOME RENOVATION I REMOVE ALL EXISTING HVAC DUCTING AND EQUIPMENT 1820 Wells Ave \ 5 Southold,NY 11971 A-504 OWNER: Melissa and Agustin Rome 1820 Wells Avgnue Southold NY 11971 contact Melissa and Agustin Romo T 201401,9355 E mclissatromodgmall.com I- _ _ - - - Ir ARCHITECT: 2'-8.. F- - - Pablo De Miguel Architect PLLC r - - _ - - - - - - _ - -� r 67 35th Sheat,meta 0406 LBrooklyn NY 11232 IF - - - contact:Pablo de Miguel All - — _ — — — — — — — — — — — — — — T 646 265 0338 E pablu�pablodemigu win — — — — W.www,pablocemigUeo0m I STRUCTURAL ENGINEER: I I Gilsanz Murray Steficek LLP 1 I I I Sd CT 06902t Floor ta fo -1 .on tah:Ken Oen PE I m m T.9174287716 E.ken.oenQGMSLLPcom I W.www gmsllp.com D-23 I 1 L _ _ _ J ES r C� LONG SECTION B KEY PLAN STAIR OPENING D-24 TE RA ESE TION 2 - I I I I 7 10/04/2022 Demo Adjustments 1 6 07/23/2022 Issued for Filing 5 05/27/2022 Issued for Filing 4 05/13/2022 Issued for Contract 3 04/05/2022 Issued for Filing X D\ ' I 1 2 07/02/2021 Issued for Bid 1 04/12/2021 Issued for Review ISSUE DATE DESCRIPTION I I I T)2022 by Pablo De Miguel Architect PLLC. _ All rights reserved,This clawing or parts thereof,may 1 not be reproduced in any form without pet mission SEAL&SIGNATURE \ � BRED ARC 0 DE M/0 r r ¢ ! a r r S�q7. 0318t* jOPr EOF N Pablo Do Mgual All NYS Nc # 031614 SHEET NAME: BUILDING SECf14TION A BUILDING SECTIONS II SCAL E. DATE:10/5/22 SCALE:Va• - 1•-0" Protect No 2101 PAGE: 12 of 30 DRAWING No A-302.00 ROMO RESIDENCE HOME RENOVATION 5 A-302 1820 Wells Ave Southold,NY 11971 OWNER Melissa E] El 820 Welllls A Pnd guetin Rome Southold NY 11971 contact/ gustin Romn 7 201 401,9 55 nEAmesss themostgmail.com ARCHITECT Pablo De Miguel Architect I 67 351h Street,suite 0406 Brooklyn NY 11232 \ contact Pablo de Miguel AIA T.6462650338 E pablo6pablodemiguel.com W.www pablodemlguel.com STRUCTURAL ENGINEER LF-irLF-1 Gilsanz Murray Statical,LLP Stamford,CT 06902700 Canal Street, I 1 Floor T-3" A.F.F. \ contact:Ken Oen PE �\ T.9174287716 E.kenocn®GMSLLPcom W.w pnnsfp cam m•++n \ I EXISTING _ COORDINATE KITCHEN 3 DOWNDRAFT LF-16"` EXHAUST DUCTING J, / \�� AND REMOTE MOTOR ❑ / 7'-3"A.F.F. \\\ r — — _ _ _ LaY11 ID ❑ T-3" AFF. LF-14 \ PT-01 I KEY PIAN NEW BATHROOM EXHAUST UNIT I EQ 2 EQ. O I LF�6 \ I / \ I I 7 PANASONIC WISPERFIT L w DC FAN 50-80 110 CFM I 2'6" _ �(( I OR APPROVED EQUAL I LF-o1 LF;o1'+';�'� LF-o ��_ iI �- � TJtJJ II L _ _ _ _ _ _ _ J I I I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ JII I I I Ir II II\ I I EXISTING ❑ ❑ bl b �'{ FXISTIN \ \ EXISTIN /� \ I I \x`41 ` II li -41 it ----__ I 7 10/04/2022 Demo Adjustments M la 2 6 07/23/2022 Issued for Filing II II A-301 5 05/27/2022 Issued for Filing 4 05/13/2022 Issued for Contract 3 04/05/2022 Issued for Filing i 2 07/02/2021 Issued for Bid SYMBOL LEGEND 1 04/12/2021 Issued for Review ISSUE DATE DESCRIPTION CEILING NUMBER L-XX FINISH TAG XX-XX CEILING HEIGHT %X CGI 2022 by Pablo De Miguel Architect Pl All rights reserved This drawing or pads thereof,may not be reproduced in any tone without permission. LIGHTING SEAL&SIGNATURE DOWN LIGHT RECESSED D {} 'CEP`�D R-X 6 M/O.qQ_ 7A" DOWN LIGHT WALL WASHER TAG 0 • ' PENDANT TAG O� S r gLDa ID I SCONCE TAG o- T'9TF OFiNE�,�-lOQ Y dl LINEAR FIXTURE LF-X Pablo De Miguel All NYS He.N 031614 SWITCH . SHEET NAME 3-WAY SWITCH 3 BASEMENT REFLECTED 4-WAY SWITCH a CEILING PLAN 014 DATE: 10/5/22 SCALE.1' 1'-a". BASEMENT REFLECTED CEILING PLAN NOTES SCALE: 1/4" _ -U" 1.ALL FIXTURES TO BE UL RATED. Project No.2101 PAGE. 13 of 30 N0' 1' 2' S' 10' DRAWING No: 2.SEE A-502 FOR DETAILS. A-401 .00 3. SEE A-601 FOR EQUIPMENT SCHEDULE ROMO RESIDENCE HOME RENOVATION 5 A-302 1820 Wells Ave Southold,NY 11971 OWNER Melissa and Agustin Romo 1820 Wells Avenue ___ _ - - Southal�i NY 11971 ❑ - ❑--� contact.Melissa and Agustin Rome �f �f / LF-09-28' T.201.401.9355 E.molissatromoOgmail corn LF-18 /_- LF-18^^/ LF-18 /' LF-18 /I LF-18 LF-10 /J LF-18 / MANTEL LEDGE SE SEE DETAIL X/A531 / ARCHITECT / Pablo Be Miguel Architect PLUS / 67 35th Street, suite C406 / Brooklyn NY 11232 / contact Pablo do Miguel AIA / T 6462650330 E pablo®pablodemiguel,com F-------1-------� � W www pabloclemiguel com $LDayID _ STRUCTURAL ENGINEER I / I Gllsanz Murray Steficek LLP 700 Canal Street, 1 at Floor / t 15 Stamford,CT 06902 contact Ken Oen PE / 7.9174287716 E.ken.oen^GMSLLP.com / I W.www Ohl com / II I - - - - - 7 - - - - - - PI'fCHEDCEILING \ I RIDGE - i I PT-01 I \ t_______ \\\ A602 2� I h------- I j _ yI /� 11 LF i2 LE-# LF TP I // / IrF -03 A-504 Z ______ I \ I ' I I \ I \ I 13 \ / 4 r \I JI -15-18" A-301 I - - \ I I A-504 �' �� I LL 17 - - _1 � - ffD2��,/ �' PT-01 / \ W-0" A.F.F. NEW LIVING/ ITCHEN HVAC G ILLES SfTO BE LOCA ED ON THIS WA KEY PLAN - F-0231"� LF-Oz�'-'� s'Sob \ / REFER TO IN ERIOR -L-F0-70 ELEVATIONS OR PROPOSED OCATIONS u•- R LF 07 \ Q- I I / / 7 F102'0\ / \ A301 3xLF-15-1W — NEW BATHROOM F-o2 \ T F-01"^ LF-Ot LF-o1r I EXHAUST UNITS A F.F. T / PANASONIC WISPERPIT PT-01 /'. I // NEW HVAC I I / / GRILLES. COORDINATE DC FAN 50-80 110�FM �(�,.[) FIOz , OR APPROVED/EQUAL F-02 I I \ p \ / LOCATION \ W/ARCHITECT i A, �3x LF-15-18" -F-02"x" I F-01^" LF-01 LF 9134 FI02 LF; 1 / / F-02 LF-02� F- — 0 LF-02 PULL DOWN STAIR TO REMAIN LF-09-4' A-506 7 10/04/2022 Demo Adjustments �„- \ PT-01 / I I 6 07/23/2022 Issued for Filing 5 05/27/2022 Issued for Filing 4 05/13/2022 Issued for Contract C NEW HVAC \ LF-os I I 3 04/05/2022 Issued for Filing (? GRILLES. COORDINATE LOCATION \ / -% \ 2 07/02/2021 Issued for Bid W/ARCHITECT \� j / / \ I I 1 04/12/2021 Issued for Review SYMBOL LEGEND LF-0 / \ I I ISSUE DATE DESCRIPTION CEILING NUMBER FINISH TAG XX-XX 2022 by Pablo De Miguel Architect PLLC. CEILING HEIGHT ® All rights reserved This drawing or parts thereof,may r not be reproduced In any form without permission LIGHTING SEAL B SIGNATURE 11 lill Jill �kEDOWN LIGHT RECESSED DR-X �4��D6 Ak/'G x DOWN LIGHT DL-X WALL WASHER TAG 0 a h1 . II f PENDANT TAG O� S2, Nr q�- 03161A y0 SCONCE TAG ()- FOFNEt'1 LINEAR FIXTURE Pablo De Miguel AIA NYS Lia.ft 031614 1 \ _ FIRST FLOOR_REFLECTED CEILING PLAN SWITCH LF n- SHEET NAME: J SCALE: 1/4" = 1'-0" 3-WAY SWITCH 3, FIRST FLOOR REFLECTED N CEILING PLAN AND O 0 1 2 5 10 4-WAY SWITCH 4 EXTERIOR NOTES DATE: 10/5/22 SCALE:114, - 11-e',v Project No.2101 PAGE 14 of 30 1.ALL FIXTURES TO BE UL RATED. DRAWING No.: 2.SEE A-502 FOR DETAILS. A-402.00 3.SEE A-601 FOR EQUIPMENT SCHEDULE ROMO RESIDENCE C7ACCOUSTICAL INSULATION EyTER10R INTERIOR � HOME RENOVATION _ CLADDING SYSTEM AS SCHEDULED WATERPROOF MEMBRANE v 5/8" GYPSUM BOARD � d 1" RIGID INSULATION BOARD = 2x4 WOOD STUD FRAMING _ r 1620 Wells Ave 4 ONE(1) LAYER 5/8"TYPE LP FLAMEBLOCK 2-SIDE Southold,NV 11971 OSB PANEL - �1/2"x 4"WOOD BASEBOARD OWNER: io ( Y R-13 BATT INSULATION THROUGHOUT _ Melissa and Agustin Romo 1820 Wells Avenue W" 6" FIRE RETARDANT-TREATED WOOD STUD @ = Southold NY 11971 O C. contact:Maand Agustin Rome T.201935 T.201 401 9355 E mehssatromoiDgmail corn I' TWO(2)LAYERS 5/8" SHEETROCK BRAND 1/2" 1, 35/8" 1/2" FIRECODE X GYPSUM PANEL 'I '/'I ARCHITECT: a�3/8 5/8"- 5/8" Pablo De Miguel Architect PLLC 67 35th Street,suite C406 SYSTEM PERFORMANCE: Brooklyn NY 11232 FIRE RATING:2 HR contact:Pablo de Miguel AA T.6462650338 E pablo7pablodemiguel com UL DESIGN. #U349 3 INTERIOR PARTITION_BA_SEBOARD DETAIL W.www pabiodemigual.com SYSTEM DESCRIPTION: SC STRUCTURAL= 1'-O" STRUCTURAL ENGINEER WOOD FRAME EXTERIOR WALL(LOAD BEARING) \� Glisanz Murray Stances LLP 700 Canal Street,1 at Floor Stamford, CT 05902 contnM Ken Oen PE T.9174287716 E.ken.oen?�GMSI_LPcom <A> WOOD FRAME EXTERIOR WALL - LOAD BEARING Ww .wwgmsllp.com 2 HR FIRE RATED(UL U349) INTERIOR INTERIOR ONE(1)LAYER 5/8"SHEETROCK BRAND FIRECODE " 30 GYPSUM PANEL 'h 2" x 4" FIRE RETARDANT-TREATED WOOD STUD @ 16" O.C. BATT INSULATION THROUGHOUT ONE(1) LAYER 5/8" SHEETROCK BRAND FIRECODE 30 GYPSUM PANEL SYSTEM PERFORMANCE: FIRE RATING: NON-RATED UL D-SIGN:#U407 SYSTEM DESCRIPTION: WOOD FRAME INTERIOR WALL(NON-LOAD BEARING) KEY PLAN OWOOD FRAME INTERIOR PARTITION NON-RATED(UL U407) CONCRETE MASONRY UNIT 3/8' LAYER OF CONCRETE SURFACING 4 � SYSTEM PERFORMANCE: FIRE RATING:2 HR FIRE RATED UL DESIGN: #U904 SYSTEM DESCRIPTION: EXTERIOR MASONRY LOAD BEARING WALL 7 10/04/2022 Demo Adjustments 6 07/23/2022 Issued for Filing 5 05/27/2022 Issued for Filing 4 05/13/2022 Issued for Contract <C> MASONRY EXTERIOR WALL - LOAD BEARING 3 o4/os/2o2z Issued for Filing2 HR FIRE RATED(UL U904) 2 07/02/2021 Issued for Bid 1 04/12/2021 Issued for Review ISSUE DATE DESCRIPTION . �'. EXISTING MASONRY WALL 2022 by Pablo De M guel Architect PLLC. 2X4 WOOD FRAME WALL W/R-13 BATT All rights reserved.This drawing or parts thereof,may INSULATION THROUGHOUT not be reproduced in any tone without permission. ONE (1) LAYER 5/8" SHEETROCK BRAND FIRECODE SEAL B SIGNATURE _ X GYPSUM PANEL ' .kERED ASC 8.. 5/8" y' y-;•i SYSTEM PERFORMANCE: s2g2, 031510. {OQ� FIRE RATING: 1 HR FOFN UL DESIGN. NA SYSTEM DESCRIPTION: Pablo De Miguel AIA NYS Up # 031614 BRICK EXTERIOR WALL(LOAD BEARING) SHEET NAME" DETAILS I - WALL TYPES, EXISTING FURRED BRICK EXTERIOR WALL - LOAD BASE, FLOOR TYPES OD BEARING NON RATED DATE 10/5/22 SCALE:' Project No 2101 PAGE 15 of 30 DRAWING Ni WALL 1 SCA ET TYPE DETAILSV-0 A-501 .00 ROMO RESIDENCE HOME RENOVATION 1 B20 Wells Ave Southold, NY 11971 OWNER: Melissa and Agustin Romo 1 B20 Wells Avenue Southold NY 11971 contact:Melissa and Agustin Rome T.201.401.9355 E mehssatmmo®gmail.com ARCHITECT. Rabic De Miguel Architect PLUS 67 35th Street,suite C406 Brooklyn NY 11232 contact Pablo de Miguel All T 646 265 0338 E.pabloapablodemiguel com W.wwwpablodemlgual.com STRUCTURAL ENGINEER: Gilsanz Murray Stel LLP 700 Canal Street, tat Floor Stamford,CT 06902 contact:Kan Den PE L 917428 7716 E.ken oenPGMSLLP.com W.vavo gersllp.com I I 1 — — — — — — — — I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I KEY PLAN I I I I I I I 1 I I I I I I I I I I I I 1 I I 1 I I I I I I I I I I I 1 I I I I I I I I I 1 1 7 10/04/2022 Demo Adjustments I 1 6 07/23/2022 Issued for Filing I 5 05/27/2022 Issued for Filing 1 I 4 05/13/2022 Issued for Contract 3 04/05/2022 Issued for Filing I I I 2 07/02/2021 Issued for Bid I 1 04/12/2021 Issued for Review I \ ISSUE DATE DESCRIPTION I I I Ccs 2022 by Pablo De Miguel Architect PLLC Al rights reserved.This drawing or parts thereof,may \ I not be reproduced in any farm without permission I I SEAL&SIGNATURE 2W���o DE neD ARC Akio 2T� � I I I a �:, I ■ I I I \ I I I �Tq2, 03161A .yOQr I I F OF IN I I II Pablo Da Mil AIA NYS uo a 031614 SHEET J I I E L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J DETAILS II: WALL SECTIONS DATE: 10 size scALE 1 vr= r-o Profen No 2101 PAGE 16 of 30 DRAWING N//o:: 3\ WALL SECTION 1 4 1 WALL TYPE 2 (2) WALL SECTION 3 �\ WALL SECTION 4 1 f1-50G.00 SCALE: 1 1/2"= 1'-0' / SCALE: 1 1/2"= 1'-0" SCALE: 1 1/2"= 1'-0" 16 SCALE: 1 1/2"= 1'-0' ROMO RESIDENCE HOME RENOVATION 1620 Wells Ave Southold,NY 11971 OWNER: Melissa and Agustin Romo 1620 Wells Avenue Southold NY 11071 contact Melissa and Agustn Ramo T.201 401.9355 E melissatromotgnuel,corn ARCHITECT Pablo De h Stp Miguel Architect C0 PILLS 35t Bros[yn NY 11232 contact Pablo de M guel AIA T 5462650336 E.pablo©pablodemiguel corn W www pahiodemiguel.00m STRUCTURAL ENGINEER: ' Gilsanz Murray Stefrcek LLP _ _ _ _ _ _ _ _ _ _ _ f — -1 700 Canal Street, 1st Roar I I Stamford,CT 06302 contact.Ken Om PE I L 917 425 7716 E.ken oen1GMSLLP.com I I W.www gmslip core I I I I I I I I I i I I I I I --r I I I I I I I I I I I I I I I / I I I I I I I I r it I KEY PLAN i i I I I I I I I I I I I I I I I I I f I I I \ I \ I I I 7 10/04/2022 Demo Adjustments _ I 6 07/23/2022 Issued for Filing I I 5 05/27/2022 Issued for Filing 4 05/13/2022 Issued for Contract f t I 3 04/05/2022 Issued for Filing I I 2 07/02/2021 Issued for Bid I I 1 04/12/2021 Issued for Review I I ISSUE_ DATE DESCRIPTION I I I I I I i i I I ( I I (c)2022 by Pablo De Miguel Architect PITC All I not be ignodu d in anyy form wis drawing ithout per pals hmay mi slon. 6EALk SIGNATURE I I D ARC DE A;/G F,TFp� I I I I - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I ��qT 0316tH 1�Qr I I I l�pF N[`N L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J Pahlo De Miguel AIA NYSUc H 011614 SHEET NAME: 13 TERRACE SECTION 2 (2) 14 TERRRACE ELEVATION (1) 16 TERRACE SECTION 1 (2_) DETAILS III: WALL SCALE: 11/2"= 1'-0" SCALE: 11/2"= 1'-0" SCALE: 11/2"= 1'-0" SECTIONS DATE: 10/5/22SCALE: t 1/2^= 1'-0" Prosect Na 2101 PAGE: 17 of 30 DRAWING No.: A-503.00 ROMO RESIDENCE HOME RENOVATION N i 1820 Wells Ave / Southold,NY 11971 OWNER: 8tin Rome 20 WellisA ennue Southold NY 11971 contact Melissa and Agustin Romo T 201 401 9355 E mellssatiomo9gmall.com ARCHITECT 2 / A-504 / U Pablo Do Miguel Architect PLL W 35th Street, C409 Brooklyn NN 11232232 contact, Pablo de Miguel AIA T.645 265 0338 E eablodpablodemiguel cum W www pablotlemiguel cons / STRUCTURAL ENGINEER Gilsanz Murray Stefeek LLP 700 Canal Street, let Floor / Stamford,CT 06302 contact:Ken One RE g" _ 112" REVEAL CORNER BEAD q `� f W.9wwwgmulpcom 74287716 knn oencyGMSLLPcom \ (FRY REGLET OR SIM.) `\ I j 1/2"TYR BASEBOARD BELOW \ ILI IJI BLOCKING AS REQ'D�, 1/2" , _1_ 1/2" / / \ � q j, CID 1/2' PAINTED GYPSUM BOARD 1/2" ` 1/2" REVEAL CORNER BEAD • 1 \\ (FRY REGLET OR SIM.) 1 \ ipREFER TO SCHEDULE FOR HARDWAREga \ PAINTED FRAME AS PER SPECS j 3 A-504 KEY PLAN TYPICAL DOOR ELEVATIONTYR DOOR1 TYR DOOR SECTION SCALE: 1" 1'-0" SCALE: 3" = 1'-0" 3 SCALE: 3" = 1'-0" KJLINE OF FINISH CEILING _____�1/2" PAINTED WOOD PANEL I � _ PAINTED FRAME HINGES AS PER SPECS REFER TO SCHEDULE FOR HARDWARE / �//, PAINTED WALL PANEL--- PAINTED DOOR AND FRAME 7 10/04/2022 Demo Adjustments / 6 07/23/2022 Issued for Filing KITCHEN CABINET 1 /p" 1/2" REVEAL _ _— 5 05/27/2022 Issued for Filing - BASEBOARD 4 05/13/2022 Issued for Contract / //j / �'% 2 07/0Filing5/2022 Issued for 2/2021 Issued for Bic] 1 04/12/2021 Issued for Review PAINTED BASE ISSUE DATE DESCRIPTION w ,1 Alt11 / / 1/2 @ 2022 by Pablo De Mauel Architect PLUG. \ All tights reserved.This draiming or parts thereof,may not be reproduced in any torn without permission. \ SEAL&SIGNATURE ZEREDARC O V�DH A,11 7TH r * ar. Il � s r 4 KITCHEN DOOR DETAIL KITCHEN DOOR DETAIL _ T9> D031N1�yOQ C5 _ 6 SCALE: 3" = 1'-0" / SCs' 1'-0" Pablo De Miguel AIA NYS Uc,4 031614 SHEET NAME: DETAILS IV - DOOR DETAILS DATE: 10/5/22 SCALE:,• t+r,s Project No 2101 PAGE: 18 of 30 DRAWING No.: A-504.00 METAL STUD FRAMING SECURED TO CEILING FOR LIGHT FIXTURE SUPPORT ROMO RESIDENCE CEILING MUST TERMINATE TIGHT AGAINST HOME RENOVATION WALLS SHOWER AND TUB ENCLOSURE. MOISTURE MUST NOT BE ALLOWED TO ESCAPE INTO CEILING SPACE TO CONDENSE. EXISTING SLAB \ 1820 Wells Ave Southold,NY 11971 OWNER: —PIVOT HINGE Melissa and Agustin Rome i 1820 WeIIs Avenue Southold NY 11971 contact:Mollssa and Agustin Rome EXISTING DROP CEILING, PATCH AND T.201.401 4355 E melissatromo®gmal corn REPAIR AS REQUIRED VENTILATION HOLES CORNER BEAD ARCHITECT. Pablo De Miguel Architect PLUG LED WET RATED LINEAR FIXTURE W/ 67 35th Street,suite C408 FIXED MOUNTING CLIPS / Drool NY 11232 contact:Pablo de Miguel AIA STONE SLAB OR TILE ON THINSET T,646265 0333 E pabiorypahledemiquel com /OVER WATERPROOFING W www pablodemiguel corn STRUCTURAL ENGINEERLATICRETE 9235 WATERPROOFING / MEMBRANE TO CEILING AT SHOWER / Gilsanz Murray Stefieek LLP SURROUND 700 Canal Street, tat Floor 1 1/2"WHITE MATTE PAINTED Stamford,CT Orion? WOOD DOOR PT-02 contact Ken Oen PE �2 LAYERS OF 5/8" CEMENT BOARD Z T.9174287716 E.kon.00nGGMSLLPcom W.wwwgmsllp.com 1 EXISTING WALL i I I i i i RETE REINFORCING FABRIC SET KEY PLAN LATICRETE CLAMP LEAD PAN IN DRAIN COLLAR _EXISTING WASHER/DRYER-SEE IN LATICRETE 9235 WATERPROOFING --- SCHEDULE MEMBRANE UP TO 6" MIN. / -------- __------'- PROVIDE CLEATS AT LEAD PAN AS / DRAIN,AS SCHEDULED. REQUIRED FOR RIGIDITY LEAD PAN WITH MASTIC;WRAP TOP 1/2" STARPHIRE GLASS SHOWER OF CURB AND PROVIDE END DAMS. ENCLOSURE LEAD PAN BEHIND WALLBOARD OUTER LAYER i j LEAD PAN AT WALL BEYOND j j TILE ON THINSET SLOPED INTO / SHOWER VENTILATION HOLES i / LATICRETE REINFORCING FABRIC SET STAINLESS STEEL TRAY WITH ALARM — — — — — — — — y — — — IN LATICRETE 9235 WATERPROOFING MEMBRANE UP TO 6" MIN PIVOT HINGE 1,41 1O i — -WATERPROOF TILE/STONE FLOOR f Z n n...:..1n.... ,... 'M.i .ui: �� ou•r•ry'\ n "ouJ'iTunn?i.m,. •..wrS.V'f.£'u'..ud:u"":B':.9'::vS::BlS:::.0 REINFORCING MESH NEW REINFORCED MORTAR BED : IF NECESSARY SLOPE TO DRAIN AT 1/4" PER FOOT MIN. CRUSHED STONE (PEA GRAVEL)WEEP HOLES AT DRAIN 7 10/04/2022 Demo Adjustments 6 07/23/2022 Issued for Filing SHOWER DETAIL LAUNDRY CLOSET DETAIL 5 05/27/2022 Issued for Filing 1 SCALE: 11/2"= 1'-0" J SCALE: 11/2"= 1'-0" 3 04/05/2022 Issued for Fling 2 07/02/2021 Issued for Bid 1 04/12/2021 Issued for Review ISSUE DATE DESCRIPTION 7 2022 by Pablo De Miguel Architect PLLC. All rights reserved This drawing or parts thereof,may not be reproduced in any form without permission SEAL&SIGNATURE ��ptED RROh O� �p DE M,/GG 7Tc° r S� 03161A OQ 9TF0F 1E`N1 Pablo De Miguel All NYS Llc.# 031614 SHEET NAME: DETAILS V : BATHROOM DATE: 10/5/22 TET 1 r/2"= r'-0' Project No.2101 PAGE: 19 of 30 DRAWING No.: A-505.00 ROMO RESIDENCE HOME RENOVATION i i I i 1820 Wells Ave Southold,NV 11971 i _WOOD TRIM SCRIBBED TO CEILING OWNER: PT-02 Melissa and Agustin Romo W 1820 oldlAvenue N Southold NY 11971 contactolissa 5 n Amel T2014019355 Emelissatmmo@gMall.com ARCHITECT Pablo De Miguel Architect PLLC N 67 35tBrooklyn NY 232suit06 -_--_-- _— -_ -- - contact NV 11232 conlapP Pablo de Miguel AIA 7.6462650338 E.pablo®pablodemlguelcom W www.pablodemiguel com WOOD TRIM SCRIBBED TO CEILING STRUCTURAL ENGINEER q PT-02 - Gilsanz Murray Stefeek LLP 93 700 Canal Stmet, 1 st Floor FIXED AT T A.F.F.-3/4" PAINTED GRADE - FIXED AT T A.FF:3/4" PAINTED GRADE Stamford,CT 06902 PLYWOOD SHELF PT-02PLYWOOD SHELF PT-02 contact Ken Oen PE T.9174,'87716 E.ke.n.00rWOMSLLPcom - -- W.www gmslip corn i oPAINT GRADE PLYWOOD PANEL PT-02 ° PAINT GRADE PLYWOOD PANEL PT-02 3/4" PAINTED" ADJUSTABLE METAOOD ES W/ -- ----- _ —_ _. 3/4" PAINTED PLYWOOD SHELVES W/ LPIN SHELF — " SUPPORTS PT-02 ADJUSTABLE METAL PIN SHELF o ° ° SUPPORTS PT-02 ° ° I ° ° I o z soZw Ii Y i7 KLl'PLAN O Q il o p FIXED AT T-10 1/2"A.F.F:3/4" PAINTED 00 GRADE PLYWOOD SHELF PT-02 ° z O us --- -- - -- _ PULL AS SCHEDULEDCD _ a PAINT GRADE PLYWOOD CARCASE PAINT GRADE PLYWOOD CARCASE O PT-02 -�.' PT-02 0 I rvil i � i 3/4" PAINTED PLYWOOD SHELVES W/ ° Fr �—ADJUSTABLE METAL PIN SHELF SUPPORTS PT-02 / 3/4" PAINTED PLYWOOD SHELVES W/ i —ADJUSTABLE METAL PIN SHELF SUPPORTS PT-02 ° a WOOD BASE, SCRIBED TO THE FLOOR I WOOD BASE, SCRIBED TO THE FLOOR �— PT-02 I PT-02 7 10/04/2022 Demo Adjustments 6 07/23/2022 Issued for Filing 5 05/27/2022 Issued for Filing 4 05/13/2022 Issued for Contract V.I.F. 3 04/05/2022 Issued for Filing 2 07/02/2021 Issued for Bid 1 04/12/2021 Issued for Review ISSUE DATE DESCRIPTION 1 CLOSET CASEWORK DETAILS 2 1 BOOKCASE DETAIL SCALE: 11/2"= 1'-D" �f SCALE: 11/2"= 1'-D" 0 2022 by Pablo De Miguel Architect PLLC All rights reserved,This drawing or parts thereof,may not be reproduced in any form without permission, SEAL&SIGNATURE f`PED ARO BE M]G.G/x s�qr X31614 yOQ P 0 IN Pablo De Miguel AIA Al Lia 8 031614 SHEET NAME DETAILS VI - CASEWORK DATE: 10/5/22 SCALE 112'= 1'U' Project No.2101 PAGE 20 of 30 DRAWING No A-506.00 ROMO RESIDENCE HOME RENOVATION A 4'V.T R. 1820 Wells Ave Southold,NV 11971 JI — ROOF OWNER: q-3" Melissa and Agustin Roma 1820 Wells Avenue Southold NY 11971 contact Mel,ssa and Agustin Rome r2" r2" 7.201401.9355 E.melissatron-Vegmail.com r- -----' ------------CI`---�------------------- l'T-----I ARCHITECT —1 I 1 ——----— —————-- Pablo De Miguel Architect PLLC 67 35th Street,culto C406 Broouyn NY 11232 q~ l iY' d iY" 2" 11 i' �-11p" —2" contact Pablo de Miguel AIA d- —3" 1 1 1 1 I T 646 265 0338 E pablonpablodemiguel,wm I Sink I Lavatory i 1 I Lavatory W www pablodemiguel cam Dish I I STRUCTURAL ENGINEER Washer I 1 Water Closet I Water Closet Gili Murray Statical,LLP 1 Shower 1 1 Shower 700 Canal Street, 1st Floor 1 IST FLOOR Stamford,CT 06902 contact Ken Ocn P[ ._ T.917 428 7716 E.kon.oenr2'GMSLIPcom 2. -2" _4" i 2" _-2" 4„ W.www 9msllp com j P-100 1 1' IL 4" 2" 4" L 4 ----------, 3"FA 1 _3. Clothes i a Lavatory I her 1 � I I 4"HOUSE TRAP I i Tub Water Closet Floor I Drein I BASEMENT 1 I I I `\\ L4. L4. 4- 4"SANITARY CONNECT TO CITY SEWER MAIN, COORDINATE WITH LOCAL SEWER UTILITI'COMPANY KEY PLAN SANITARY RISER DIAGRAM NOT SCALE ROOF ___ ___ ___ ___ 3e C.W. q'4.CW %f C.W. 14"H.W. 'S"HW. a14" as•H.W, ?ia" Y"HWR. Y"HWR, aa� y"H.W.R. J—aa. I I I I a i 12" L[ Shlcwer IDish P-4 Washer lavatory Water Closet Shower Lavatory Water Closet 1C NNEC TIC WATERSERVICEICE I I - 7 10/04/2022 Demo Adjustments CONNECT TO CITU WATER MAIN, _ 6 07/23/2022 Issued for Filing COORDINATE WI1H LOCAL WATER UTILITY COMPANY 5 05/27/2022 Issued for Filing 1 ST FLOOR 4 05/13/2022 Issued for Contract 3 04/05/2022 Issued for Filing I 2 07/02/2021 Issued for Bid 1 04/12/2021 Issued for Review __ __ ISSUE DATE DESCRIPTION 1" 1"CW L_a.a CW. -t" / 1 ` '/"HWR. �d H W °" i's"H.W Yz'� C,2022 by Pablo De Miguel Architect PL-C. z ys"H.W.R. 3i'H.W.R. 1. r hose si<' Yi, oltnbetrereserved reproduced This any form wrawing ithout s thereof,may Bibb HOT WATER I P Y permission r CIRCULATING PUMP SEAL 8 SIGNATURE r, /-1"TEST TEE Tub Lavatory Water Closet P-4 pIVDAq ti C � Beq DOMESTIC --J � �O DE A;/r'G T� \ WATER HEATER _i I _ ¢to CTS if BASEMENT + 1"RPZ BACKFLOW CONCRETE PAD .r \ PREVENTER ASSEMBLY WITH DRIP PAN s2g7, �315M1a yOe `i"DCMESTIC SCF Nt WATER METER Pablo De Miguel AIA NYS Lic.It 031614 SHEET NAME PLUMBING DIAGRAMS DOMESTIC WATER RISER DIAGRAM DATE: 10/5/22 SCALE 1' = r-o" NOT SCALE Projoc4 No.2101 PAGE:21 of 30 DRAWING No.: A-507.00 ROMO RESIDENCE HOME RENOVATION � I / ST-06 PT-02 ST-06 1820 Wells Ave I / Sau[hsitl,NY 11971 m - - OWNER: 1-10 ST-O6 W71 p Melissa and Agustin Rome p m 1820 Wells Avenue \ Southold NY 11971 1 \\ contact 01.93 a and AOusLn tr mo T 201 401.9366 E.mellssatromar3gmail com 1� S�Li')r /YY'Yri/r1�1't 'LY'iArih ^ Q" _ _ \ ARCHITECT: Et Pablo De Miguel Architect PLLC I4 \ 67 35th Street,suite C406 '{4/1 \ Brooklyn NY 11232 / A$01 h contact Pablo on Miguel AIA v 4 ST 94 $ T 646 265 0338 E pablo@pahlodamlguel.com W.wwwpablodemiguel,com R OM / 2 0 STRUCTURAL ENGINEER* Oil "d BATHROOM 1 BATHROOM 1 BATHROOM 1 (1) Gilsanz Murcay Steficek LLP _BATHROOM1 (2) 3 4 = 1'_0" 5 SCALE: 1/2" 1'-O" ooCanalStee4lstnoor SCALE: 1/2" = 1'-0" SCALE: 1/2" - ---� --� 2 SCALE: 1/2" = 1'-0" = Stamford,CT 06902 contact Ken Con PE 7.9174281716 E.ken,oene'GMSLLPcom W.www gmsllp Com r -- b p I —) /51/4" 2'-111/2" 3'�-0" oum, \ L \ ST-07 ST-07 � 1 v -505 - - -- m — p \ W10 ST-07 \ 6 tO MAS ER ATH $ O 6 7 / — A-601 _ Q M 8 3' 6 3/ yl- 4" 'r - _ 2 &7 �!SLJNKEY PLAN ENLARGED FIRST FL00R MASTER BATH (2) SRO0� 1'-0" CI MASTER BATH (1) MASTER BATH SCALE: 1/2" = 1'-0" SCALE 1/2" = 1'-0" _ �SCALE: 1/2" = 1'-0" SCALE: 1/2" 1'-0" --- I I \\ o \ T7 \ ST-OB ST-08 \ - PT-01 PT-02 \ ST-OS / 0 0 / N M / O / 7 10/04/2022 Demo Adjustments nk" X�.. CKT� nj, ST-08 _ / 6 07/23/2022 Issued for Filing n - i . i . i 5 05/27/2022 Issued for Filing 4 05/13/2022 Issued for Contract II a ii 3 04/05/2022 Issued for Filing DR DR 10 Laund 1 11 La Did 3 ry ( � 2 07/12/2021 Issued for Ro Y O ry O Laund 2 1 04/12/2021 Issued for Review ~I y SCALE: 1/2" = 1'-0" La Did D3 = 1'-0" 12 SCALE: 1/2" = 1'-0" I ISSUE DATE DESCRIPTION u u P i i i 1 i u u i u u ri 2022 by PablC De Mguel Architect PLLC. A � A 1�\ EQ. /4'4" EQ. / All rights mserved is awing or earls thereof,may / / \ not be reproduced In any form without permission. 13 ST-OS // \\ SEAL&SIGNATURE -2 A-505 101 w 12 BATH 2/LAU DRY 10 / D ' co PT-02 PT-01 � I ig_ \ / \ / Paulo Do Mlguel All NYS Lis. 4 031614 O \ / SHEET NAME. X ` \\ // INTERIOR ELEVATIONS I - ' BATHROOMS IE DATE 10/5/22 SCALP 12° = t'-o" Prolect No.2101 PAGE:22 of 30 (-9—)— BASEMENT 13 ___ Laund_ry DRAWING No.: A � / SCALE: 1/2 = 1'-0" SCALE: 1/2" = 1'-0" A-601 .00 -x N ROMO RESIDENCE 7s rt HOME RENOVATION m i t -01 I 3- 1 A-602 9'-1 /2" 1 1 r I 1820 Wells Ave r � Southold,NY 11971 IOWNER. Meli _ 1 1 14 T-1, 1 "'. L _ 1820WAgustin Rome, Walls Avenue Southold NY 11971 contact Marroa and Agustin Rome ST-09 a T 201 401.9355 E.melissatromordgmatl com z 3 Do 5 ARCHITECT: 'to O A-602 v A-602 O C 01 Pablo De Miguel Architect PLLC 3, _ — — — O L Brooklyn NY 11232 67 35th Street,Suite C406 n oisnwAsl+m ST-09 O 1 W 64w0 265 0338 E odomigu p colo®pablodomlguel.com contact:Pablo de Miguel AIA re 3ecG0 Tor' SEE ELECTRICAL SCHEDULE 36'e G 1 STRUCTURAL ENGINEER: 2 DOWNDRAFT. GC TO COORDINATE FOR ISLAND OUTLETS INSTALLATION, DUCTING SPECIFICATIONS Gilsanz Murray Steficek LLP r 1 AND REMOTE BLOWER LOCATION. 700 Canal Street, 1 st Floor 2 `\ I contact Kon 06902 € 3v' wN ur 6 A-602 m r r 1 f 1 1 T.amf 428 7 O6n PE.ken oen6iGMSLLP.com co 1 1 3" ( w.www gmsllp com P ING i as � � \ o _ o o I a \ I el se PULLOUT DOUBLE 30'OVENS 36'FAIU3E al \ M STORAGE/PAInXY PANM t N MICSJWAVE+OVCN N IPANELPG01} CLOSET \ I ST-09 , 2 0 3/4" - 3'_0.. I. T-0" b 3'-0" _3/4" - � 2-0 1' ENLARGED FIRST FLOOR 2 LIVING/DINING/KITCHEN LIVING/DINING/KITCHEN 4 LIVING/DINING/KITCHEN LIVING/DINING/KITCHEN 1 SCALE: 1/2" = 1'-0" ` / SCALE: 1/2" = 1'-0" 3 SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" 5SCALE: 1/2" = 1'-0" KEY PLAN E=I 00 000 \ / ss A X2_0 z'-o ff r_o 4, 2_0 .V4 1/2" 1 3 6v�2 5" '— �. V-S, �4T-1)" p 2'-0"� I6' // _LIVING/DINING/KITCHEN 3 \ 7 10/04/2022 Demo Adjustments (� O CORRIDOR 6 07/23/2022 Issued for Filing 1 SCALE: 1/2" 1'-0" SCALE: 1/2" = 1'-0" 5 05/27/2022 Issued for Filing 4 05/13/2022 Issued for Contract 3 04/05/2022 Issued for Filing 2 07/02/2021 Issued for Bid 1 04/12/2021 Issued for Review ISSUE DATE DESCRIPTION APPLIANCE SCHEDULE 2022 by Pablo De Miguel Architect PLUG. CODE DESCRIPTION MANUFACTURER FINISH/MODEL LOCATION REMARKS All rights reserved This drawing or parts thereof,may not be reproduced In any form without permission Integrated French FISHER AND AP-01 Door Refrigerator PAYKEL RS36A72J1 N KITCHEN PANEL BY OTHERS. SEAL s SIGNATURE Freezer, 36", Ice INSTALL BY G0. _ ` AP-02 OVEN 800 Series / \ Combination ALT. 30" combo Microwave and BOSCH Oveni Stainless KITCHEN INSTALL BY GC. oven 30" combo AP-03 MICROWAVE Steel. HBL8753UC KOCE500ESS AP-04 COOKTOP800 Series Gas ALT. BOSCH 800 Series BOSCH Cooktop 36" Induction Cooktop 36" Black. Stainless steel KITCHEN INSTALL BY GC. NIT8669UC(Frameless) — — NGM8656UC Pablo De Miguel AIA NYS Uc.W 031614 SHEET NAME: AP-05 DOWNDRAFT HOOD BOSCH 800 Series Downdraft KITCHEN GC TO COORDINATE ALT.VIKING 36" Rear INTERIOR ELEVATIONS II: DUCTING AND BLOWER Downdraft w/Controls on Front (BLOWER 600CFM Ventilation 37" TYPE/LOCATION AND -VDD5360. BLOWER (900 KITCHEN AND DUCTING SOLD Stainless Steel. INSTALL PRIOR TO CFM AND DUCTING SOLD SEPARATELY HDD86051UC ORDERING. SEPARATELY) DISHWASHER BOSCH 300 SERIES PANEL BY OTHERS. DATE: 10,15/22 SCALE.1/£- = v o%1, AP-O6 SHV863WD3N ( KITCHEN INSTALL BY GC. Rolect No.2101 PAC F:23 of 30 DRAWING Na: A-602.00 ROMO RESIDENCE HOME RENOVATION 1,320 Walls Ave Southold, NY 11471 OWNER Melissa and Agustin Rome _ — _ — _ — — 1Authold sAvenu 1 � -' Southold NV 11971 contact Melissa and Agustin Romo T 201 401 9355 E mellssatromo®gmall.com ARCHITECT Pablo De Miguel Architect PLLC ALL EXISTING 67 35th Street,suite C406 OUTLETS TO REMAIN Brooklyn contact:Pablo de de Miguel AIA j . CHANGE 7.6462650338 E pabloOpablodemiguel.com / DECORATIVE / W www pablodemlguel earn \ ,\ COVER. STRUCTURAL ENGINEER. Gilsanz Murray Steficek LLP PLAY 4, \ \ 70D Canal Street, 1 at Floor 13 Stamford,CT 05902 \ 7037s contact Ken 16 HE \/ W.T.g17 www g8msllp6 am.ken.oenOGM3LLPcom I I I a - - - - - - - - - - - - - !/><- - -ti: - - - - - - t - - - - \, MECH ROOM � 12 159 sq ft 7� D1 II 1 EXISTING POWER AND PLUMBING DR DR J_" CONNECTIONS TO REMAIN / KEY PLAN CL17 BATH 2/LA UNDIRY r / Dh3 100 sq ft 012 II I - ' II I I I II II SYMBOL LEGEND DOOR NUMBER O II II I I ARAGE I I I' FINISH TAG XXL=01 11 PARTITION TYPE 95 sq ft EXISTING CONST.TO REMAIN ®/ II II NEW CONSTRUCTION CEILING HEIGHT XX II i i i i i i WALL FUR/CNG 7 10/04/2022 Demo Adjustments I Ell MOUNT MOUNT 6 07/23/2022 Issued for Filing I I � _ _ _ _ I I I F i T �` —' — — — — '' SINGLE RECEPTACLE e 5 05/27/2022 Issued for Filing ` 4 05/13/2022 Issued for Contract DUPLEX RECEPTACLE e= ® 3 04/05/2022 Issued for Filing 2 07/02/2021 Issued for Bid I I I QUADRUPLEX RECEPTACLE &= 0 1 04/12/2021 Issued for Review l GD1 ISSUE DATE DESCRIPTION i \ TELEPHONE OUTLET GDt \ D DATA OUTLET TELEVISION OUTLET N o- ©2022 by Pablo De Miguel Architect PLLC THERMOSTAT o- All rights reserved.This drawing or parts Hemet,may not be reproduced in any form without permission. \ SENSOR o- SEAL&SIGNATURE HUMIDISTAT o- PED ARE., BELL �- � Q� � P� SPEAKER ELECTRIC HEATER O LrL r ST 03161A Q SWITCH qTF OF b(�'t0 3-WAY SWITCH 3, Pahlo De Miguel AA NYS Lin p 031614 4-WAY SWITCH 4-m- SHEET NAME: SWITCH &SINGLE RECEPTACLE se_ BASEMENT POWER & SWITCH &DUPLEX RECEPTACLE S DATA PLAN JUNCTION BOX 0 C1 BASEMENT POWER AND DATA DATE 10/5122 SCALE r - r-n•, O2 NOTES: 1 a SCALE: 1/4" = 1�-0" Project No.2101 PAGE za of 30 N 0' 1' 2' 5' 10' 1. REFER TO DUNKING DONUTS EQUIPMENT DRAWING No.: SCHEDULES AT A603 A604 A-701 .00 2. FOR WALK IN COOLER SPECIFICATIONS REFER TO A605 ROMO RESIDENCE HOME RENOVATION O ODO O O O 1820 Wells Ave OSorrthold,NY 11971 OO OWNER — Melissaantl Agustin Romo A A 1820 Wells Avenue GFCI_OUl GFCI_OUT Southold NY 11971 Contact Melissa and Agustin ROIIIo T.201,401 9355 E.melissatromo:rgmail cam ARCHITECT: I Pablo De Miguel Architect PLLC 67 35th Street,suite C406 1 / Brooklyn NY 11232 contact Pablo de Miguel AIA I II W1 T.646 265 0338 E.pablo®pablodemlgucl.com W.www.pablodemiguel cam E2 N STRUCTURAL ENGINEER: I i W1 Gilsanz Murray Steficek LLP Ni Stamford, Canal Street, lot ord,CT 06902 Floor ® contact:Ken Oen PE ❑ T.9174287716 E.ken oenEGMSLI-P.com LI IN / I IN /<ITCHE W1 W.wwwgmsl'p com I ' 76s ft I ; W I Ali CI {_ — _ — _ _ _ — _ I— -_, B G o � W3 FCI 0 v E1 O ' T111 o FRID�, EN OVE Jj \\ C 6 _ 5 il I i F ilCu- 7j B DRQQM KEY PLAN 06 66 sq ft i \ 1' I I I I I \ �3 D9 WB 3 j 0 r.t : CL2 SU ROOM r I I 4 L3 Ns BE ROOM W7' 05 SYMBOL LEGEND is ft l � 65 s ft � l I D W7 DOOR NUMBER XX O 4 I I FINISH TAG X-01 O\ I 5 O 11 W PARTITION TYPE \ I ° EXISTING CONST TO REMAIN 93 s'q C 5 NEW CONSTRUCTION E6) CEILING HEIGHT 0 W4� I i it IL I WALL FLR/CNG 7 10/04/2022 Demo Adjustments BEpROOM 1 MOUNT MOUNT 6 07/23/2022 Issued for Filing \ 04 SINGLE RECEPTACLE 5 05/27/2022 Issued for Filing 4 05/13/2022 Issued for Contract ft � DUPLEX RECEPTACLE ® 3 04/05/2022 Issued for Filing C 4 y 2 07/02/2021 Issued for Bid QUADRUPLEX RECEPTACLE ® 1 04/12/2021 Issued for Review I I I S1 EF I E f/ TELEPHONE OUTLET D ISSUE DATE DESCRIPTION l 03 /1 I O DATA OUTLET D - - — s _ r D l I I TELEVISION OUTLET N 2022 by Pablo De Miguel Architect PLLC. 3I GFCI OUT THERMOSTAT All rights reserved This drawing or parts thereof,may � ^ not be reproduced In any form without permission. cy III Ill � SENSOR V SEAL&SIGNATURE WS W5� W5 W5 W6 HUMIDISTAT BELL Q (�, l 6) (meq ) SPEAKER ELECTRIC HEATER nnN SWITCHO STgr�OF1wAAh 3-WAY SWITCH 3 Pablo Do Miguol AIA NYS Lic.4 031614 4-WAY SWITCH 4 SHEET NAME: SWITCH &SINGLE RECEPTACLE S 9- FIRST FLOOR POWER & SWITCH &DUPLEX RECEPTACLE S E)= DATA PLAN JUNCTION BOX O 01 FIRST FLOOR POWER AND DATA DATF. 10/5/22 SCALE:v4 = r-o,i \ SCALE: 1/4" = 1'-0" NOTES. Proleat No 2101 PAGE:25 of 30 N O 0' 1' 2' 5' 10' 1. REFER TO DUNKING DONUTS EQUIPMENT DRAWING No. SCHEDULES AT A603 ,A604 A-702.00 2. FOR WALK IN COOLER SPECIFICATIONS REFER TO A605 ROMO RESIDENCE GENERAL NOTES DEMOLITION NOTES AND TEMPORARY SHORING & STRUCTURAL WOOD NOTES DESIGN CRITERIA HOME RENOVATION 1 COMP_Y ALL THE 2018 INTERNATCHAL BUILTING COTE AND ALL OTII R GO`/EPNIIIC CODES BRACING NOTES 1 All FIMRIgCH LUMPER FOP WALL FOAMING, JOISTS AND RAFTERS SHALL BE KILII DRIED DOUGLAS FIR NO 2 OR BETTER NII IF LET ED I OWING MINIMUM PROPEETIES I CCDES AND STANDAPDS 2. THE CnIITRACTTP EN4'_L JO THE FOLLOWING 1, THE BUILDING SHOULD HE EMPT° DURING DEMOLITION REMOVE STRICTURE FROM THE TOP DONNA OO NOT ALLOWDEBTS TO PILE UP OR FAIL ON FLOORS DO HOT USE MECHANICAL FB = 8A PSI - HEW YO'K STATE TRADING COPE A `✓.-PIFY ALL EXISTING CONDIL,ONS, SJOH AS THE LOCATIONS OF EXISTING STRUCTURAL ANn HAPACT-T(PE FOUIPMFrJT TO REMOVE THE AN FS FILL CONTP4C-OR SHALL BRING AND FV = FEN PSI - 15C 2218/A7'E 7-10 ARC-ITECTURAL EI JMFV-S AIN) DIMENSIONS OF EXISTING CONSTRUCTION DI'1ENE OILS S"O'AH QUESTIONAPLE LOCATIONS OR SPECIAL CONDITIONS TO THE ATIEITIION Cl THE SFPUCTURA, FC = 1400 PSI - Vi-LACE OF SAC HAPBOR, NY BONDING CODE ARE PER INLORIfA'rJII PROVIDED 9Y THE OF'GINAL SIRUCTOPAL DPAWNGS DR ARE ASSUMED EVSINEEP FOR CLARIFICATION E 1,600,FBI PSI 2. DEAD LOADS B SUBMIT TO THE CNCINEEP FOR REVIEW A WRITTEH CEPDRI INIWAIING ACTUAL FC'D 2 MOTE THAT CAPTAIN ELEMENTS 01 THE BIIILANC THAT ARE SHOWN TO BE DEMOLISHED PROVIDE SOLID WOOD AND ENGINEERED WOOD MCNB:FG SPALL NOT BE IdrvED IN ALJ" ONE FLOUR SYSTEM - ROOF LOADS 15 PSF 1820 Wclls Ave COHDITIOLIS WHIM MAY VARY FROM INVOPMATICN INDICATED ON THE ORAWMIGS ANY LATERAL STABL17Y TO TINE BUILDING D300E FFMCN'NO ANY PORTION OF THE SLENTG'S TLE, SOLD MOOD FLOOR JOISTS AND ENGI'JcEREP RIM-EOARD,� U ON. Southold,NY 11971 D'SCREFALCIES SHALL BE RADCLIFF TO THE [POINTER OF PECOPD EEORE PROCEEDIIIG E'tL'TI:G LAT-PAL-LOAD FFSISRING ELEMENTS, RHC CONTRACTOR SHALL HAVE HL' ENGINEER - FACADE/PARTITION 12 PSF VERIFY, TI AT OTTER LOAD PATI S APE IN PLACE TO PROVIDE LATERAL STABILITY AND R_SIST ALL LVL JOIST SHALL BE OF GRADE 20E LVD. ARID HAVE THE FOLOWIING PROPERTIES - FLOOR LOADS 15 PSF OWNER C CGC'LNNATE TIL" EAIETING SPUCTLR- WITH THE HPA' STRICTURAL ELEMENTS PCIGF TC LATERAL LC'AD7 THAT MAY BE IMLOSED ON PIE BUILDING FH = 2,600 PGI DEMOLITIDN, FA 'ICATION ALD CONSTRUCTION THE CONTRACTOR SHALL BE RESPOHABLE =OR FV = 28N PSI 3 LIVE LOADS Melissand Agustin Romo a ACCURATE COOPDINATION OF THE AR IE fEC1URAL STF-UCTURAI, HVAC ELECTRICAL, 3 TII- CONTRACTOR SPALL PROVIDE TEMPORARY SHORITHO AIID BRACING 0, THE STRUCTURE, AHD FC (PARALLEL TO THE BRAND = 2,510 PSI - ROOF 20 PSI PLUMBING, ALJ] FIRE PROTECTION OPAIARNGS SFQU,NrI ,G OF nEMTLITION WITH CO`ISTRUCTION, TO INSURE THAT THE NECESSARY LATERAL FC (PERP TO THE GRAIN) = 750 FSI - FLOOR 40 PSF 1820siaWhile Avenue AND VERTICAL START TY IS IVT PLACE AT ALL TIMES DURING DEMOUTICH E = 2,000000 PSI Southold NY 11971 contact MIALssa and Agustin Ramo REQUESTCRIGID 5ATI011 IAENTSRECARSH L GOV°ANCIES FnUHD IN THE C'ONh1NJCTUV r - ERTIES 4 N/1JC LOACE NVr T.201 401.9355 E.melissatromo� DOCW✓ElTS IN AIJY CASE OF CONFLICT, BEI KEEN TfiC ilOTCS, DETAILS, APIC SI'EGI`ICA*IONS. 1 THE CONTRACTOR SPALL HIRE AN JrGNCEP FCGL`"-rCp IN TPF STAIR OF NAV! YORK ?0 ALL PCIVC eFAM 51{qLL HAVE TILE EOLLOW'IVIG FFG? ( TPS) TIC MCa RIGID REOnIFEIdEtlES SHALL GOVERN, FB = 3,000 PSI - PARTIALLY ENCLOMPED ERLICTINE -9 PREPARE THE DD ENGEC THC CONTRACTOR 1^ELL CIN,G AV DUPING TIIC CONSTRUCTION OF THE WCFO LV = 300 ED - nASIC WIND SPELD ASCE 7-10 135 MPN THF DETAILS ADD THE PH STH OF STATING NG, EP/ CE OTHER CONSRATIONON PCOU PED FOR - EXPOSURE C ARCHITECT E. HIPC A NEW YFR< PEG'STCECD PROFESSIONAL ENGINEER FOR THE DESIGN TR ALL SHOR'IIG, SUCH -E) AID THE AWILO G, STATING AHO SEQUENCE OF SRU{ NED B NGV SHALL RC FC (BURP,10 i0 ME GRAIQ = ROS FSI IMFOPTAHCE FACTOR ' 0 BRACING, U'1CFRPRIUP,G, AND OTHER ELEMENTS USED TO SUPPORT THC STRJ�TURE DJ°TNG AT SUDAD TR SHOP IF AN'Ih D W A PROFESSIONAL Y WITH T REARIEO E THC r SECTIONS F_ = 2,IDU,000 PSI LO'15TRUCT'OII - Y.z 0 9 Pablo DB Miguel Architect PLIC OR SUCCCNTRACTO' Tf CCF DRAWINGS JmLL COMPLY WITH THE PEOURDAENTS CF SECT0115 ALL ESL BEAM SHALL HAVE THE FOLLOWING PROPERTIES. - Rd 085 6735th Street,suite C406 3 TEL CONTRACTOR SHALL BE SS_ELY RESPONSIBLE FOR NAINTAIMITHU COHNITIONS OF PIEI r ANP 1707182 AND 330E GE THE NY STATE FACING CODE THESE DIANINGS AID DS-1 FORMS FR = 2,900 PA - Ka I Brooklyn NY 11232 091RER SAFETY DARING EXECDIION OF THE WORK THIS SHALL INCLUDE COMPLIAIICE WIN ALL SHALL F" 5UEM TECO TO T',F TOWN DEPARTMENT OF BUILDINGS FOP APPPOVAI AND FERMI- FV = 290 PSI - Tz 355 F Contact:Pablo de Miguel AN, W'H'CH MUST BE OBTAINED PRIOR TO 111E START OF AN'AUR! THE CONTRACTOR SNAIL - WW LS 3v PSF E-W 34 PSF IIS. OSHA R`_CJLATIONS, AND A.L STATE AND LO.AL LAWS WHICH MAY GOVERN THIS TYPE. OF WO'K FC (PAFAV_O TO TIP' CHAIN) 2 2,900 PSI T.6462610338 E pabloGpabloder PH DVI A OF COPY OF THE PERFGPAFS DRAWDI;C ANO EJRMS TO THI OWUCH FC (PERP TO THE GFARI E25 PSI - ROOF VARIES (12 TO -34 PSF(UPLIFT) ) 4 SUBMIT T, ETC, OF IL COMES EACH OF T- MATERIAL SPSIEITIONS, FFI CTINT AND DETAIL UNCOUPLE OF RECORD AND THE EIIGI'JEEP PFSFOUSIPLE FOP THE INSPECTION E SUCH NlCPk, f = 2,Gn0,000 PSI ) W.www.pablodemiguel cam DRAWIIIG:, ETC, OF PIES STRUCTURAL MAT=PIAL AND CONNECTIO'S SUFFICIENTLY IIJ ADVANCE OF WHO SHALT REPORT 70 THE OWNER ANY DENATIOL' OSSER JEO DURING NS INSPECTION 5 SN'ClY LOADS COIISTPUCTION TO PERMIT ADEQUATE TIME FOR RE'JI-W (10 WORKING DAYS NPL) DGINEFR TOALL TJI SHALL HAVE EQUAL OR BETTER STRUCTURAL PROPERTIES THAN THE ONES MANUFACTURED - Py 20 PSE STRUCTURAL ENGINEER MAPk UP ONE COPY AND FORWARD 10 ARCHITECT .. TEMPORA PY PPPCIIIG OF SHpRIVG SHALL BE PFO'J DED WHEREVER PECLIRED i0 SUPPORT RV TYUST JOIST (WEERHAEUSER) - ROOF 20 PSF LOADS AS MAY BE IMPOSE] UPON THE STPNCTRE DURING CONSTRICTION PROVIDE - FROST DEPTH 36" lO THE TOP CIF TT[ FOUNDATIOII Gllsanz Murray Statical LLP 5 THI C'PI f N, THE APMITECT ARID T'{E STRUCTURAL PICIIIEER APE NOT RESPONSIBI E FOR TEIJPORA;Y SHGPIIG WI-EREVEP REQUIRED DUE CONSTPUCTION SFOL'I NEMC FOR EHE SUPPORT I ALL MATERIALS AI'C WORiMANS4 P SHALL BE IN Ar CONDANCE ATH THE LATEST EDITION Of THE 700 Canal Street, 1st Floor ACCG'PAC° OF THE FASTING CONDITIONS INFOFNIA➢OH E/PFIING CONSTRUCTION AT AREAS WHERE OF THESTRICTURE DECO TO INSTALI AGED OF NEW FLOOR SUPFGRT STEEL SUCH BRACING OR "TIMPLR CONS1pLCI10N STANDARDS" OF THF AP FRICAN R,STITIIT- OF TIMBER CDUSTRUCTON, AND 6_ILCtam 'OD Stamford,CT 06902 NEW THICK N NOT CONTEMPLATED MAY HOT BE COMPLETELY SIIUWTI .,HOP ME, CHALL BE THE DOLE RESPONSIBILITY Of THE COITPACTO' AND SPALL RI MAIN IPJ THE "NATIONAL DESIGN SPCCIFICATION FOP WOOD CONSTRL'CTIOIJ (LIDS)" OF THE AMEPICAH FOREST ZONE % contact Ken Oen PE PLACE AS LONG AS PEONIES TO MAINTAIN SAFETY & PAPER ASSOCIATION Tontact en Gle E.ken,cenW1GMSL1 6 PATCH AID REPAIR 9IRMNG Cu'IDIDNNS DAMAGED DURING THE COURAE OF NEW' CONSTRUCTION T.917 www 8771 cam AT NO ADDITDUAL COST T3 THE OWNER 3 AL''_ BOLTS SHALL BE A307 GRATE AND PRONGED WITH WASHERS OF PLATES STEEL PLATES ATgri r ONNECTIONS SHALL BE Y" THICK A36 STEEL GRADE, IINIESS NOTED OTHERWISE CONNECTIONS 7, IN ACrOROANTE WITH TEL CRITERIA OF BC 7ECTIO1 1617 THIS BULDIVC DCE', NOT REQUIRE A SAFETY DURING EXECUTION OF WORK SHAM PE SWGGFD TIGHT CR" NOT CRUSH THE WOOD PEER REV TO 1. THE COITRACTOR SHALL BE RESPOIISIBLE FOR MAINTAINING CONDITIONS OF PUBLIC ADD WSPREP 4 ALL POLE HOLES `HAT BE DPILLEC NOT MORE THAM THE NOMINAL DIAMETER O= TEL BOLT PI ITS SAFETY DUPING CNECUT'nH CF THE WORK TI' FALL INCLUDE COMPLIANCE WITH THE NEW 16 BITS AID SLDt^i FEED RATES. YORK STATE RUH DING CODE SAFETY IN BUILDING OFEPATION4, 5 PROWL WINO/31SMIC ANCHORS AT SUPPORTS FOR ALL ROOF JUSTS AND TCISSED RAFTERS _GENERAL FOUNDATION NOTES 2 FEE CONTRACTOR SHA-IF BE RESPOHS Bi E FOR PFEPATIP3 AIID PH ING A SITE SAFETY PLAN ANCHOR TYPES TO BE AMPOVED BY THE STRUCTURAL ENGNEER AND/CP PFOVIDTIG OTHER WRITTEN ASSURANCES OF BALL OPERATIONS AS MAY RE R-QIIINFD 6. HANGER AND BRIDGING NAZI P,G G(IIEDII E SHAT! D- AS SPELIFIEJ BY G1,1050N STRONG TIE 1 THE SIIBGRADF FOG A_L FOOTINGS, SLAPS AND WALLS `_NAIL BE INSPECTED AIID ACCEPTED BY THE AUTHC'ITES HAVING JJF Fr ICTInN FANCECTORS BRIDGING BY THE OW`1EFS EBBING AGENC( IVMC]IAIEL° PPIO' IO PLACING FOIIVDATION Cz ICPETE UAL 3 .HE CONTRACTOR SHALL BE RESPONSIBLE FOR PPOVDII'C A SAFE VO)KI,G ENVIRONMENT FOR 7 VULESS OTHEP1b15F NOTED, G-9O GALVAN.ZED STEL CONNECTORS `_UCH AS TI12SE MALI'I ACIIIRFD 2 ALL UNSUITABLE MATERIALS STALL BE REMOVED FROFI SUBGRADE AIID 3ACKFILL AREAS, ANO ALL WORKERS THS .HALL INCLHDE COMPLIANCE WTH ALL OSHA, STATE AND LOCAL LABOR BACKFILLED MIFF ACUPTABLF FILL PCCCRD'NG TO 111E GEOTECTENICAL PIONEER'S LAWS WHICH MAY GOVERN THS TYPE OF WC'R B" SIMPSON COMPANY, SHALL BE USED TO JOIN RAFTERS, TRUSS-T, JDISTS, 0' BEAMS TO 0T1°P. PBC;MId ENDATIOIJS MEMBLPS AT FLUVA-FRAMED CONDITIMS HAMOERS SHALL BE ? A ROE SPFSHICALLY OL DONEE THE CONTRACTOR SI{ALL PROVIDE REGULAR PERIODIC INSPEC"ON OF CCI1811'UCTION OPERATION'S EO'' THE MEMBER CJFPORTRn AND BE if PER THE INSTALLATION CUDE'JIL PROVIDE] BY 3 BACY,FILL AGAINST WALLS EVENLY AS PFQIIIEED TO ENSURE ONGOING PAINTEN%CF OF ALL SAFETY OPERATIONS AID F)UPkIl T;1 THE MAIIUFAfTURER SUCH IHSPECTIMS SHALL BE UNDERTAKEN BY AN ACENT OF THE CONSTRUCTION WHO G 8 ANY CONI!CTOFS D{OVA AFT M'JIIMIJV PI OUIPEMENTS PRGPQ-C SU^ P,' 4 II) FOUNDATIf1I SIABS OR MUD SLAGS SEIALL B= PACED INTO OR AGAINST SUBGRADE QUALIFIED TO EVALUATE SRCH OPEK'A'In^IS AND EOUI'MB,T THIS INIPECTO^ S{AI I PREPARE - D -AN SPED EDC BE WRITIEN SAFETY R'r POF,TS WHICH SHALL BF MAIHTAIN'D Al THE JOB SITE FOR LEVIEY. BY IF E SUBMITTEDPR CWTHTIC DATA THAT PROVES FOUAI OR RATITE FACTO' 100 SPECIFIED CONNECTOR CONTAININC, FEEL WALE, FROST OR ICE E SDRC ASE S AL FROST ENTER A FOOTING AUTHOFITIRS HAVING JUFISI CTIOV WHFFE PRACTICES ARE STI QIf ORAAI:GS, DURATION FACTOR = i D U O.M E>,CAVA;OIL AFTER GFPOE A°PINNAL. THE GUBLPAOE SHALL BE INSPECTED BY A SCI_ INSPEC:01: ENGINIER AFTER PAMWAL OF V4ATLR ANI] FROST 9 UNLES^ SPECIFICALLY NOTED OIHEPWISE, DOUBLE ALL JOSTLE UNDER PAPTIFIIONS PUHNING PARALLEL ABOVE, UNDER COLCENIPATED LOADS, ANO AT ALL -FIMMPRS AT OPENINGS, HEADERS A THE SLOBS SHALL BE PLACED lv A E MIL VAS OP, BARRCR, R12 INC HTS AT SEAMS SHALL CE THE SAME GCP_H AS TRIMM-RS/JOIST- U 011 OVER 6 INCHES MVII'd I'M OF COM'AC'ED CCAPGE DRAINAGE MATERIAL AL STONE SPALL COMPLY WITH ASTM C33 SIZE 67 10 COMPLY WITH ALL SEEC'AL SEISMIC DETAILING PEQLIREM-I:TS IN THC TYFCA_ DETAI'L'S RELATIVE fi FROCT FEN AERATION LY TRE AREA IS 3 LLAT ALL EXTERIOR FOUNOATIOPIS SHALL BE THE PROJECT SEIP✓IC D_SIGN CATEGORY (SDC), WHEN APPLICABLE SEC DESIGN MOTES EMBFTDFD A VIDIRIUM OF 3 FEET BELOW GRATE 11 NARINO THROUGH 'WOOD FRAMING MEMBERS A`L] SHEATHING MAY BE FITR R HAND OR MECHANICALLY DRIVEN, ALL EALING THP,OLGH C3NI,ECTCPS 1.{LIS 4E HAND DRIVEN DRI%- FLUSH, BUT DO NO' OVAPDFIVE NAILS 12 PLYWOCC EDGE, WALL AND FLOOD 3FF4THING 40/20 APA PATER , EXPOSURE 1, U 0 AND SHALL BE PROVIDED AS FJLLOW3 FLOOR a" THICK KEN'PLAN D-ERIOR 'WALL ;4" THICK (EXT GRADE KTCRIOr WAIL ;$• THICV' ROOF %e' THICK (EXT GRADE) MINIMUM PLY'VNCA1 NAT ING L)NO. REQUIREMENTS AP- BOUHDARY 81 z 4" Gr (,?9'x0.113"®3") PANEL EDGES 6d (n 5" CC (Ji;'r011d"®4" INTERMEDIATE S'IPFCRTS 8d rs '2" OC (:4'fO 11 RY,8') 13 ALL FRAMING IN PERMANENT CONTACT WITH CONCRETE OR MASOI:RY SHALL BE PFESSICE TREATED IN ACCORDANCE WITH TEL "AMERICAN WOOD PRF',ERVEFS ASSOCIATION" (AWPA) SPEC FICATIONS ON-SITE CUTS AND NOTCHES SHALL BE BPJCNED WITH TWO COATS OF COPPER HAPHTffNATE SOLUTION (2Z COPPER H N N ALL METAL (POLTS, COJNECTORC. VASHEPS, EC) FERMANFNTLY IN COMPACT WITH PPESS!RE TREATED WOOD SHALL ED G-185 H)T-OIPPFD CALVAIROFO CIE 3n4/316 STAINLESS STI-1 GAI VMPZLD AND STAIIILESS STEEL SHALL NOT BE M XEO IN ANY ONE CONNECTION 11 ALL FOOTS AND JAMBS SHOULD HAVE A CONTINUOUS LOAD PATE TO 111E GROUND LEVEL FOUNDATIn, PROVIDE EGL I BLOCIS 3ELC'!M POSTS AND JAMB: WHERE NNTERRLIPTED BY FLOOR SHEATHING 15 ALL EXTERIOR DIMEHCIONAL LIMBED SHALL RE PRESSURE TREATED SOIITHEPII )EL_OW FCIE ALL EXCEPTION PACS SHALL BE WOLMANIZED OR EQUIVALE14T TO PLOT CT MEAT{EP PSI TO BI PARRALAM OR EOJW WTH 200 16 SCE ARCH'TECTGRAL DEMANDS FOR PARTTIONS/WALLS RIOT SLO'AN 011 STRJCTU'PAL PLANS 17 ALL FLAVIN. IN PERMANENT CONTACT WITS CONCRETE OR MASONRY STALL BE FRCGSURE TREATED IV ACCORDANCE WITH THE "AMFRICAC W^CD PRES-RVCRS ASSOCIP-ION" (AWPA) SPECIFICATIONS, ON-SITE OUTS AND NOTCHES SPALL BE CRUSHED WIN TWO COATS OF COFFER NIAFT'NATE SOLD ICP (2% CCP FCR MRI) Aa M-TAL (BOLTS, CON UECTOPS, WASHERS, Er ) PFRMANE.FLY IN C:NTACT WITH PRESUFE TREATED WOOD SHALL BE G-185 HOT-OPFEO GALVANIZED OR A""61s STAINLESS STEEL GALVANIZED APE SIAINEI. S STEEL SHALL NOT RF IJ'XFI' IN ANY OhE C)NHICIION 19 IIULESS OTHERIWSE NOTED, THE MINIMUM FECUIRE -1 IS FOP SIDS BELOW PSI. OR LVL BEAN APE WDE NO CE WOOD STUD 1-3/4" 2-2x6 2-1/2' 3-2X6 5-1/4" 4-2X6 7" 5-21'6 7 10/04/2022 Derno A 6 07/23/2022 Issued U 5 05/27/2022 Issued fl 4 05/13/2022 Issued fc 3 04/05/2022 Issued IT 2 07/02/2021 Issued IT 1 04/12/2021 Issued h ISSUE DATE DESCEND n 2022 by Pablo De Miguel Archltect F All rights reserved This drawing or part not be reproduced In any form without I SEAL&SIGNATURE pLeo A vO OE M,/OG 7TH P� C a„ �I t srg7, 031fi1b COQ FOF IN Pablo Do MIpuPI AIA DVS LIP.H SHEET NAME: STRUCTURAL NO DATE: 10/5/22 SCALE' 1- Projent No.2101 PAGE.27 of DRAWING No.: S-001 .0® ROMO RESIDENCE HOME RENOVATION USE SIMPSON STRONG TIE 5-1/4' X 5-1/4" COLUMN CAPS CCQ66SDS2.5 PSL POST(TYP.x4) @RIDGE BEAM ENDS y� O 1820 Well, ve A Sldd, 11971 1 t - -�---------------------� Melissa and Agustin Romo -I 1820 Wells Avenue Southold NY 11071 1 1 contact:Mohsrn and Agustin Rome I I EXISTING RAFTER TO REMAIN EXISTING RAFTE T.201.401.9355 E mel!ssatromor�gma l com TO REMAIN ' . _ _ _ _ _ _ _ _ _ — _ _ _ _ — — _ — _ — _ 114 - - ARCHffECT Pablo De Miguel Architect PLLC u I ' 67 35th Street,suite 0406 Brooklyn NY 11232 O t I contact Pablo on Miguel AJA 1 011 T V62650338 E.pable@pablodemlguel.com ui I = ' W.www pablodemlguel com i STRUCTURAL ENGINEER: =j I EXISTING TIE TO BE REMOVEDEXISTING TIE T BE REMOVED 1 1 I U x- - x- -)(— j(— j(— )()(- - _x_ a x—X x -X- x X - -X - x- -x - -l - - Gllsanz Murray Steficek LLP I - 700 Canal Street, 1 st Floor U 1 I Stamford,CT 06902 contact Ken Oen PE S - T.9174287716 E.kencen3GMSLLP.com W.www.gmsPp.com ------------------1 I I I I I I I I t 1 ❑ I I F 7 _J 1 I I 1 III II I I I I I I I I I ' I I I I I I I I 1 USE SIMPSON STRONG IE 5-1/4" X5-1/4" 1 COLUMN CAPS CC066SDS L5 PSL P ST(rYP. X4) I ! t I EXISTING WOODSIMPSON STRONG TIE BEAM CAP FOR CMU WALL, CCQM5.50 @RIDGE BEAM ENS I I I I I I I I HEADER (VIF) I I C,1 -- I - __- -_—Z - - HDR `I2� NEW 5-1/4"x9-1/4" PSL _I_ - / L - - - - - - - - - - - - - - - - _ _ NEW 5-1/4" X 1 S" PSL HEADER - i r - ! BLOCKING CANTILEVER 1 _ _ J ' 1 F — _ — _ _ _ — _ _ _ — _ � _ — _ — _ — _ _ _ _ _ — _ — pI I I L - - - - -' � SE SIMPSONS RONG TIE I ❑ 1 ------------- !Y I JOISTS ON TOP OF FOUNDATION WALL - -f OLUMN CAPS CQ66SDS2.5 - - -'-f^�� i.,-L - BELOW j ETWEEN HEAD RAND POSTS O I ! I a UP DOWN I =f,J.=—_ y I III 1 �0 _ — _ — _ — _ _ _ — _ — _ — 113/4" x9-1/ " LVL 1 - L O SISI ED TO E G JC IIS�S _ _ w ! L _ _ _ J _ _ _ — _ _ — _ — _ _ _ _�-�- KEY PLAN I1 - - - - - - -,� F - - - - - �--, I I [ ( L 7 EXISTING TIE TO REMAIN EXISTING TIE TO REMAIN 1 ' +I - '� '�' = — _ — _ — _ _ _ — _ — _ _ — _ - _ _ _ — _ — — _ — _ _ _ — _ — _ _ 1 ISI Tf L — _ _ _ — _ _ _ — _ — _ _ _ L l- - L _ z III7J II 77 _ — _ — _ _ _ — _ — _ — _ — _ � _ T - III II li ' t - - - - - - - - - - - - I L---------------------- --- - CID ' - - - - - - - - - - - - - -- --- -- 1 L - - - - - - - - - - -J ! - - 1 - - - - - I I�I f— _ _ _ - NEW JOIST BACK-SPA TOBE AT 1 1 CCI 1 L___________________L LEAST TWICE THE CA NTILEVER 1 1 I LENGHT AND PAST F RST LINE III ' OF SUPPORT FOR EXISTING ! 1 JOISTS I11 - - - JL - - - - - - - - - - LI r� =I r - - - - - - - - - - - - - - - - l L_ 1 ❑ x x1 0� ISI II � I zt � � Irl II 1 SIO MIO I I II I II ^ � _ _ _ O J J - - - - - - - - - - - zl z RUN PSL BEAMS ON TOP OF EXISTING LVL �I m1 BEAMS [LOM do wl I[ LL o�0 I I TI- - Z _ — _ — _ — _ -L _ — _ — _ —I_ EXISTING2X10@16" OC IDIF _ ! I I TO REMAIN _ __ - --- --- - -- --- -- 7 10/04/2022 Demo Adjustments iF --- - _ -- - -1- - - --- - -I - --rr a ¢ N�W 3-1/2"x 9-1)4" PSL[LOWJ -I NEW I 6 07/23/2022 Issued for Filing = \ m I JI 3-1/2"x 9-1/4" Pi 5 05/27/2022 Issued for Fling III O I 4 05/13/2022 Issued for Contract ]] a U O I SIO I I I Sph� 3 04/05/2022 Issued for Filing III Ir N w = m10 1 1 2 07/02/2021 Issued for Bid y' F O 0 xIN IV 1 04/12/2021 Issued for Review HDR HDR a w d, A_ _ _ < _u `TA,6) te �V � ISSUE DATE DESCRIPTION -- --- --- ---- - ---- - - - - - - - F -- --__- - -- �-- � 2 -LHD C OF > RL____ I w 1 z1 t HDR [LOW] O HDR [LOW] 1 O LEGEND - - -- -- - - - -- -- �- -r J -� -- - -- --- --- - - - - -- - - - -- ---- - 012022 bYPabloerved De Miguel Architectorpa PLLC ® _ � � All rights reserved This drawing or parts thereof,may HDR EXISTING JOISTS TO BE REMOVED AND EXISTING HEADERS @ GARAGE DOORS TO ( not be reproduced in any form without permission. 5-1/4" X 9-1/4" PSL REPLACED IN PERPENDICULAR BE VERIFIED. IF LESS THAN 3-1/2"WIDE, U S INDICATES ENGINEERED WOOD HEADER SEAL&SIGNATURE DIRECTION THEN DEPTH DD A SECOND LVL TO MATCH RfD ARO ® INDICATES WOOD POST :CE BLOCKING BETWEEN NEW CANTILEVER �� �OOE A9/GG7T� JOISTS ON TOP OFFOUNDATION WALL AND HEADERS BELOW L___] INDICATES EXISTING/PROPOSED WALL BELOW INDICATES ENGINEERED WOOD HEADER * J�; % NOTES: NOTES: INDICATES ENGINEERED WOOD RIDGE BEAM 1. EXISTING ROOF RIDGE AND RAFTERS TO REMAIN. 1. EXISTING FLOOR JOISTS TO REMAIN, EXCEPT AS NOTED IN PLAN �9T�OF,N, �oe' 2. DESIGN IS BASED ON A LIMITED FIELD OBSERVATION&ASSUMPTIONS. SHOULD THE CONTRACTOR 2. DESIGN IS BATED ON A LIMITED FIELD OBSERVATION &ASSUMPTIONS. SHOULD THE CONTRACTOR O INDICATES SHEAR WALL TYPE,SEE SCHEDULE ENCOUNTER A FIELD CONDITION THAT IS DIFFERENT FROM WHAT IS SHOWN ON PLAN OR IN SECTION,THE ENCOUNTER A FIELD CONDITION THAT IS DIFFERENT FROM WHAT IS SHOWN ON PLAN OR IN SECTION,THE Pablo De Miguel AIA Ni He.# 031614 ARCHITECT OF RECORD SHOULD BE NOTIFIED IMMEDIATELY. ARCHITECT OF RECORD SHOULD BE NOTIFIED IMMEDIATELY. /�'1s SHEET NAME 3.CONTRACTOR SHALL PROVIDE FOR TEMPORARY SHORING AND BRACING OF EXISTING FRAMING&WALLS AS 3. CONTRACTOR SHALL PROVIDE FOR TEMPORARY SHORING AND BRACING OF EXISTING FRAMING &WALLS AS INDICATES HOLD DOWN ANCHOR, SEE SCHEDULE ROOF AND FIRST FLOORS REQUIRED TO INSTALL NEW FRAMING. REQUIRED TO INSTALL NEW FRAMING. p� FRAMING PLANS 4. HEADER("HDR")TO BE 3-1/2"X9-1/4" PSL U O.N. 4.AT ALL NEW HOLD-DOWN LOCATIONS(HD#): IF THE CMU WALL BELOW IS NOT FULLY GROUTED,THEN FULLY r2Z INDICATES SHEAR WALL WITH 3/4" PLYWOOD GROUTED CELL W HERE NEW HOLD-DOWNS ARE PLACED AND THE ADJACENT CELLS ON EITHER SIDE. SHEATHING, SEE SCHEDULE 5. SEE STRUCTURAL WOOD NOTE#18 ON S-001,AND DETAIL 7/5-401 FOR WOOD BUILDT UP POSTS AT ENDS OF HEADERS INDICATES EXISTING WOOD BEAM DATE: 10/5/22 SCALE. 114° . 1--o.— - — Project No.2101 PAGE:28 of 30 �\ INDICATES EXISTING WOOD JOIST DRAWING No.: 1 ROOF FRAMING PLANS GROUND FLOOR FRAMING PLAN SCALE: 1A 1'-0" SCALE: 1/4" = 1'-0" c-100.00 ROMO RESIDENCE _ -------c_____-------___c_______c_________ T. HOME RENOVATION t FIT © 12'O.0 FIETD ------ I -_- rIAILINr I Ir_r____ I,rrT_____r_i r_____rr_____7_I_____ SHEAR PANEL SCHEDULE -O 2X HINIMUM IITERD STITE AND I I IA i fIL'LEIS STUDS -- '' L____� �___ I r----- ANCHOR SILL PLATE TOP PLATE ALLOWABLE ,' ' l1/� l�- AOJOIPII[GNP STUD AT NUMBER NAILING OC IOd ®E " OC J BOLTS FASTENERS FASTENERS SHEAR NQS G NAILING 1820 Wells Ave EDGE NAIL TO 4y 5Do45 dI5 Snuthoo,NY 11971 H01 D-DOWN POST, 1 'r STAGGFP, EDD_ STAT[[PIG AT �,� 1c1/2 PfN e"0 6 48" OC INT A35 0 id" oCtPIT OTE>_ STAFSFP NAILS -� ® 24" 0 L EXT ® 17 Q C _ FASTENINGS/ANCHORAGE D51EU ABOVE APC iHl- MINIMUM R°QHIRED lG DEVELOP JILL IfJ-FLAT F CAPACIT'/ OF OWNER m '6 CLC U 0 N - - �b i'. PLYl4'OOD CDCES \ Z 10d a 4" 0 L IOd 112" C C 5(8.0 ,n 32^ 0 C INT SGS4,5/1I E A35 010" O CAND SILLS r OF. nNH PLAGSFIDCTAAIrS NgLL COrl1POLCIIISHEAR PAUILS SHAIJ, BE 15/32' GS ARF MAh NUM ICK C11ENTED mTHE MGFFPSTPWrEIT SPACIIIG AS SCI{EDULEG2d VI?FRME'IA'E STUD 1 > Melissa and Agustin Romo 'i iT�r r ',' 1 �,/ /2 Pfll 0 24' 0 C EXT ® 10 0 C EPGrc3 SPACRIG OF FASTENINGS/ANCHORAGE MAY BE DOUBLED VJI E°E ONLY A SINGLE-SFCATI-D W'AI L IS3X BLOCKING AT &'-C"OC _ _ 1820 W"Ils Aenue2X FILLET STUU I ''' Ii SIT � PIAY,IMUM VERTICAL SPACING 1Dd A4 3" O.C. IOd d 1T OC 9545 'LL5 FALL ON PTFE DObBLY-SPEATHED WALL IS PROVCED DY' TILE CONTFACTOF PAf,LL JOINTS SHALL SIE OFFET TO NT LEAVING MEMBER' SOUt'Teld NY 11971 �' AND ALL ELWOOD EDGES < 3�/ 1 1 2PR!_ '� 'r 6• D OCAMC SILS 4 HAILS HALL BE STAGGCPED RI T1M10 'NES ALObG PANEL EDGES WHB! NAIL SPFCNG IS 4 OR LESS ON CR,TER contact Melissa antlA ustin Romo .,a"O 932' Or INT / q35 ® 8' gj / U 24" OC ENT L cDGES 5 NOT ALL SCHEDULED AS^,EMBJCS MAY BL USED IN 011E PROJFCTT.207401.9355 E.melissatromp®gmail core —IHIfIIMUM PLYN''JOD PANEL 6 "50545/LL5" INDICATES SHMPSON STROPIC IT SDS 1/4" DAV x 4 i 2 " (ESP-235) O4 FASTEN-MASTER LED79Lo„ Ii. 2" STC tri ® 1 " 0C 0228 DIAM x 5- (ESR-10781 VlI'! 2-1/4' MINNIE' PFIIFFPAII)rl PITO RDIROAR6,^I COPING BELOW FLOOR SHEATHING SIZE EFAL<< B- GI'EATER 10tl F, SDSA 5/LL5 A35 P 12" 0C 870 PLF 3* STUDS AND SILLS 7. k5" NAT'S SHALL BE COMM)[ HAILS OR GALVAHI7CO B04 NAILS Ed HAT MAY BC SURSPIRATEr WTI S.131" NAILS ARCHITECT' a - s/a"o Ie" o,c. THAN 4: 'QUART FEET ��> 1 1/2" PEI! 3 4" 0C EACH SIDE IA PANEL EDGES AT TI{' SAME SPACING PLACE ALL IIA.LS AT LCAT 1/2' FRON PANEL CDGCS AND AT [EAST 1/2" FROM THE ESr._ OF CCNI,LCENC MEMBErS FOR ALL SHEAR PANELS GAIVANJZED NAILS MAY BC HO' UP'CD OR N61BLEg Pablo De Miguel Architect PLLC 10�' ®4 5/8'1 rJ 16" 0 C. / - AZS r, e" 0 C 1020 PLF 3x STUDS AND SILLS 0 PPdIE_ ECGCS 8 SFC TYPICAL WOOD SHEAF CALL CONSTRUCTED DETAIL FOR REQUIRED OFTAILIIG FOP ANCHOR TIE-DCWN SYSTEM 67 35th Street,suite C406 TO -L'OWPI r i.1 POI BLL _F I ATI{J a [TAILING MUST BE gPf ATS Brooklyn NY 11232 AS PER PLAIT I__--- 1 1/2 PCN s 3 DS SHA IL PF D2SP ME /5 SILLSSEE j -- - _ J_ \ /� OC 105 A 17 OC Y S�Sq^ OC EACH SIDE ADDLED III FULL ON ROLE _IDES, NO 10 P Ol'ALITY AS8.1RAPf"E PLAN SAND ^PCSIOR PECIALOIII;o OC MPYIIIUM FOP THE TOP TWO ROGER STD^; Si ALL BE 2R6 OR contact Pablo BY Miguel AIA ___ \i 9 _ NOM AIC SPACED AT AR T GREASE IN SPACING FERMITTEO /„ ECTens NAY BE REUU'PEC SEF CENTRAL NOTEST.6402650338 E ! ti'f B 6 10,0 PO 3/4-0 A 16" 0 C 'DS4 5/LLS 835 W 8" C r 3V ° IN w pablodemiguel colo®pablodemiguel.com iJ I - r___ 1.r - - DAP FG PCOUIPED - i 1 Tod ® 12 0 f, ® 3 0 1330 FLF - it U„_ X 3 SQUARE LAZE WA°HI_RS F0. % AN / pIAMETL ANCHOR BOLTS 1 -FOE SCIEARU WALLOF SFASTENERS TgIPPOV DC C EACH SIDE DP=6EDSI{ ToTH GJ 3 0; A PANEL EDGES `T 5/16' a S 9" D 3 4" '' MAI JfG MUST of r ETD C LEHod�21 - S 5 LL CEm STT Fu eN BOTH SIOSTRUCTURAL ENGINEER---" ' ` " ' r. ASE STI sl PACIIC PERMITTEENO£IIdP50N BP sN 5 6EARPIG PLATE AT ALL , 4"0 rq 12" O.0 / Ag ® BDC1740 PLF D"D LDS Ar C SILLS A PANEL EDGESSHEAR WALL A\CHOP BOLTS 7 '/ SD 4 5 c Glisanz Murray Steficek LLP i 1 ® 7 OC LE SHEATHING NBOTH MUST BE 70nford, Street, 1st Floor EACH _IPF AFP' LL IN BOTH SITED, NO Stanford,an 06902 1 II!CPEAS' J. SPACRIG PERMITTED contact: Ken Oen PE ��\ ✓\�/ �/ '9174287716 E.ken.ocn®GMSLLP.com ' RAVEL 1 IS THF I,IIIIMU�A PEOUPFD (SEE WOOD NO�C) AILD MAY HOT EF EWPETLY HIRL'ATED O•I F ANS FOR FYTCFIOP, WALLS W.www gmsllp core l� 1 WOOD SHEAR WALL ELEVATION WOOD SHEAR WALL SCHEDULE 5-401 / H T.>. \ 1 �i S-401 S(n_E 3/4"-Y-0" - -- -- NAILING SCHEDULE I JOIST TO SILL 0? GIRDER, h]EN4A 8d/3_3^ 4, PIN OR HDlGA OR SLIALLER HOLES )3p" OVERS17FD 2. BRIOGRG TC JOIST, TOENAIL EACH END 6, WIN FOR HD2CA AID H015� 2-8d/3-3" COUNTERBID BOLTS WHERE FLUSH \ ��POST & Al 'D BE 3 I"h6" SUI{FLO OR LF55 TG EACH JOIST, FACE NAII 2-Fd SUFFA[;. 15 READ. SEE SDIEDUIC RIPPED WHERE PI YINOOD 4 WIDER THAN 1'X6" SUBFLOOP TO EACH JOIST, FACE NAII 3-2J FQF PO'_T SIZE A'D PLATE PANEL` ARL LET INTO STUDS -- - - __ r# ` 2 R, FIND AND FACE (JAIL 2-16d ( -� SIIBFLOO' TO JOIST OF GIRDE / - B' 2, HERS TYPICAL —�R' --- SIMP ITU' OP "THD" 50'_E PL4T" i0 JOIST OP B:oCKING, AT PRArFA WALL PA"[ELS 3-16d e16"/4-3' S -y 6 SOLE PLATE TO JG ST 02 BLOCII N.., TYPICAL FACE NNL 16" A1^" 3" Ad" 2r OR 3x 1'.T SILL PCP \ --- j -SHEAR BOLT 'R � 916" SHEAR PANEL SC{CDUC �\ SHEAR PAGEL SUIF4 7 TDP PLATE TO STUD, ENO HAIL 2-15d/3-3" qI 8 SND TC SOLE PLATE 4-8d/4-3' FORMAL 1X"P HOLE AT . ( "" a g I� 9 DOUBLE STUDS. FACT IIPIL OR 2-i6d/3-3" E'1C NAIL SILL F_ATC 10 TO HB E TOP PLPIES, TYPIC A_ FACT NAIL I'd G24"/}" A°" - i - 16d x016"/3 N WULE DO'JSIE TOP PLATES, LAP STUFF 8-161/•2_3" H ' HOLD-DOWNSCHE11 e_OCkING HE1N'ER: JCIGTS OF RAFTERS TO TOP PLATE, TOCIINL 3-Pd/3-3" Ts HOLD-DOWN "HB" "SB" STUD BOLT PLATE ANCHOR LOADS'W/ ERUE® PAIIEL III' I 1T TOP12 RIM " LATESO AR AND TOC'IAIL gtl�, /J am,q• KEY PLAN T OR HE+-JEP9 JSEC SCHEDULE FOR 517E \ iili Ii PLATE$ LAPS AfID I'!i_R`=CROPIS, FPrE HgII- 2-15dEAR / _3. de ANCHOR OR NAILS WASHERS BOLT N.STUD �>'rI 2-2r TENURR 14 CUB-[ TEP, TAu PIECES 16d AT 1E AI ONG EACH ELrE - _ N A PANEL I I I EDGI S " III UHLE55 NOITD T CJITNG JOSTS TO PLATE, 8d,5 3HD3B 43a 2k" 2-4§"0 MD );"x2' SO SeO 130 LP 3_ /Iii OII ELPNIiiIG CONTINUOUS HEADED TO SPD, TOENAI_ 4-80 HD55 IV' 3" 2-VIP I4 B G%2" SQ Ya'P 935 LR, i i 'i I' ' I' 1'. CHI 114G JOISTS, LAPS OVER PARTITIONS, FACE NNl _ 3-16d/4-3" m � . . HD7B 5.a J--10'0 M B Y'x2' SQ Ti§"© 345 N E N RAT 2. �'____! - _ \1 _ ------- _ --- -J I ' 18 CELL TIG JOI"TS TO PARALLEL RAPIER°, FACE IIA'[. 3-1Ed4-3" v^ II 2-Px IICADCP 6P SAME RIA[ 3_8d/3-3^ ..1' v d ,), r _ 1 1 DEPTH AS a0t Fp99 6>q" 3-/'0 MB �A"x21z" 50 71"0 SY"x51;• 10,035 LB, I�ICAlEpr011ERANS i i i i i i � i 'i ONAPLAN5MING 11lLE�Sn NnTFD ^61 1%8"SHIOgTH J3 OR LE`CSATO EACH EAFNGI TATE A 2-81 Z-3" xL HD12 7' S' 4 1 Ye"r3" SO 17L"0 5Y"r5)i" 15.510 IB IP1, DIN 'iERil ®R _L°E- I" \� f DFrIG i BUIER iP CO TRR SNFATI{I'IC TO EACH HEARING rFAfE x1111 36d ed '� ~ 'CMR ` M-M1IRCPSIAT E i� IIF--24 BLI-�-UP GINDFF AND BEAMS, FALL NNL 20d 0'2"/3" W_ y C N 6'4'/3 Alp 4" TOP + 6riTT SIMPSnPI SdTS ANCHOR L-BOLT ANCHOR HEI-1'FAD BOLT HD19 7" 4" 5-1"0 M U n'x3' Q 1 a 0 [1"x51$" 15;970 LC r--------- APOU'ID (STAGCCRED, SIDE) -12D OR PY ALIO I^ - 8" " r----------,I OPENINGS 1D'0 ANCHORS de - e" n 2-20d '3-3" AT ENDS AND EA SPLICE -- v -" pT _ KS __ 2-16d AT EACH 3EARlN9 TIE TO RAFTER, [ACC NAI'_ 3_ j�y.3^ NOTES AFTER TO HIP 3-red /4-" TOE NAh- 1 AT EYISIIHG FOORrM USF. GIMPSCN' EPO(Y 11E (FT2d) An. N(TF`; S15TFM SEE COPNIR INSTALLATION REOUIRFMFNT3 FOR _ 2-16d' E-3" FACE TOAD_ DGE DISTANCE AND EMBEDMENT 1 "FN"=FIC[D NAIL "3 N"=-C%4'-O'IN\11 "E N"=EDCE NAIL RAFTER TO 2+ RIDGE BEAM 2-16d/ 3-3" TO TND/ FACT NAIL OU'DPaI 2 ALLO'N4BLF. LOADS MAY BE DOODLED V."TM SPECIAL IVPCCTI(.V 2 MN PAN-L SHED SCE 7 P; THE L DITHIY 3 ALI ROOF NAILING B TO BF INSPECTED BY LOCAL AU'HORITY O BNO JOIST, FACENAII 3_16d/4-3" 3 8" THTC+ MIIIIMUN STELA :4AU_ FCN d¢'C A B OP I APGEP FRIOR TO COVEPP.P, TRUCTURAL PANEL$ (NON-SHEAR PANELS)4 LOAD DIMENSION OF SHEATHING FUNS P-NEN!]ICUTAR TO JOIST' ' AVD WNL SHEATPING In FRAMINE WOOD STAGGER JOISTS 0HALF-C4EEL /B i0 Od COMMOPI / 8d COMMON A DFFORMCD SNPN'II 1/2" AND LESS 3 HOLD-DOWN ANCHORS �4 WOOD HOLD-DOWN ANCHOR SCHEDULE o 3 4 oR ed DEroalo-o SEAHK S-4oz; uTs — -- _ �\ U/DOD TYPICAL ROOF AND DIAPHRAGM NAILING 5-401 SCALE 3,x4"=T-o' xnLE. 3/a°=I'-o" 7 �5-401, OR DEFoavfD snout 1 1/8" TO 1 1/4" had COMMON OF BE DEFORMED SHAN, CC4IBINAT^?rl SUEROQR-UNDEPA"MEAT TO FRAMED' 3/1AND LESS 6d DEF(FN'_D SHANK 7/6' TO 1 Ed DEFORMED SHANK _J1 'S" TU 1 1/4" 1nJ COMMON OR & DEFORMED SHIIK 31, PAHEL STEINr TO PRAVDA 5i COPROSIOH-RESISTANT 7 10/04/2022 Demo Adjustments 1/2" OB LESS 5/0" ___ ed CORPCSION-PFSISTANT 6 07/23/2022 Issued for Filing 32 FIB[HBCAFC SHEATH IP11 I/2" OR LEGS 5 05/27/2022 Issued for Fling HQ n CA (sTE rlorE z; 6d COMvon 4 05/13/2022 Issued for Contract uPFrP °r,FAR wau No 16 GA (SEE NOTE 3) 3 04/05/2022 Issued for Filing s/0" No 11CA (SEE NOTED) 2 07/02/2021 Issued for Bid HOLD-DON/'! PEP PLA![ 4, MIVIMI UJ —SLMPSON HE A'LIIUR Bs COMMn;I SPECIFIED DEVICE MAY Wn9D POST SEE PINI EDP 1 04/12/2021 Issued for Review Nn, 16GA (f FE rI0TF2) DIFFER III APPEARANCE ��, UPi __nom / _ SI71 ARID LOCATION 33 INTERIOR PANELING ISSUE DATE DESCRIPTION ,-2x S11105 0 16'OC1/d' 4d (SEE NSI-E 4) JOISTS END AT WALT, _ I �- PHEPR PLATT STOLID CLOCK TIC WHERE— / IL `-_"' �-2" PLOCATIC 3/8 - 6d (CFE NOTE 5) PROVIDE COIITIIIUOJ$ ° Y 'OS NAILING g SCHEDULE IIOIFS r�IJ" ^ _ BUILT UP COLUMNS ' PRIDE I F_QUI RED, AND T)PIC AL U IDE _ 1 v 1 �I R,'DS I On_L 3 O N r1 DETAILS SHOWN IS THE MI E pl C'S SUPER^CDED BY LANE OR C�2022 by Pablo De Miguel Arrhoi BIBLE. \ i / -Jr. SII 6 STUCS 390 (L=4Y" '2 8" O C )i'0 A325 Ar 6" D C MIN END D'S 1 =31;' 3" NA PIAILS' OF TO 3X0'31'3 All rights reserved.innis dmwmg or parts[hereof,may OFOCiORD LOC DS TO 1' / �+i_ ' 2x FI STOP JOIST a STOPS BO_i OrILY A 6 O "m 8325 ® 8" OC ^'ll FVD DST-.L^^ 2 3" NAILS PEER TO Tf ENT GZ MECHANICALLY-DP.IVEII NAILS CONSUL- ENGINEER BEFOR= not be reproduced In any form without permission RO'31 A'IGE M41CH BEAPR,G AREA / 1 �I' ° ---/ - i� SEAL&SIGNATURE LOIS (OR RLOCKING- -- _ - - ( 'k- n—WASHERS C ED ARCyiS WrERE MALI JOIST SPAR / Vp DE N,/G. i dd �S� L F L" --_: ! —z STI E i6"O IS PARALLEL 10 WAIL.) _ - -- 7 ' -__ I" FOR 2-2x6 -_ LOWER SHEAR WALL -- - -- _ L 'r __ PTSL Bene, 4< IMUM j 3_2x6 NAILED 3-2x6 BOLTED PERER P PLAN WOOD PnSr 1 INTEPIOR POLO-DOWN TCS 't" ALIGN WITH CHQPDJ STEEL PLATE TO MATCH TSI ODIg}A OQ ABOVE, XAL_Pdr, PEAFIN'G AREA OF HCl RIOT SdSWrI NOTES ADJACENT CH^,F0 SIDGS OIONEN 1 DIMEN ON FU COILSTF SFALA1 OF ENGITEFRED LUMP°P' DETAIL WITH Pablo De Mlm el AIA NYS Dc.n 031614 DIMENSION WMEFF 13 51.41LPN 1 SHCATHINr, NET SIIOWrJ SFE Sr IIF DINE AND TYPICAL SHCPI' WALL CONSTRUCTION DETAIL FCF BALANCE OF IN"'1.1 n110N SHEET NAME ( WOOD DETAILS \ 6 TYPICAL SHEAR/LOAD TRANSFER BETWEEN FLOORS J WOOD HOLD DOWN AT FLOOR WOOD BUILT-UP COLUMNS WOOD NAILING SCHEDULE 5-401 sLALE 3/a"=1'-n" 5-401 scAlE 3,a'=I'-D" � - $-401 SCALE. 3/9"=1'-0" 5-401 scAl r 3/4"=1'-0" DATE:10/5/22 SCALE: 1' = 1a- Project No.2101 PAGE 20 of 30 DRAWING No.: S-401 .00 ROMO RESIDENCE HOME RENOVATION _ A FLYr4'000 SILL NAR No Pr9NC7 COLD ELUGYRIG SHESHEATFIIIC -- /— 0 48'02 2 EVD RAYS (TYFILAL) x/ EUr NAILING 370 PL, UFLI11 m ^ (T IPICAL) / Vr'C00 PSL EI AMS OR IT YWIOD S'JCFLOC? EDGE IIP LINGO / -PLYWOOD SHE FLOOR EEAFIIY; Cnlll HJk �FOOF JOIST C: / NAY VARY o i a \eU oFSEEE ./ 1B20 Wells Ave mSouthold,NY 11971 ^JI WOOD JOIST WITH m REALJ iWCB STIFFENER OWNER H7 HURRICANE PITCHIl + �PLYdCCG 91EATHINC AT EACH RAFTER FOR -JCLST. SCE PLAN Melissa and Agustin Romo_ TIO'J CCGC NAILIII� ' 1820 Welk,Avenue 2, STUD WALL Southold N1Y 11971 z C= -16"d NAIL 6 3"OC �A35 SEF SCHEOLLE - -- 6".6 WOOD POST contact Melissa and Agustin Ramo w i i r /' -RIM BOARD `/'- " (JPIEN-A'[Orl MAY VARY) -SIMPSJII MODEL MIT 3516 T 201 401.9355 E reelissatronni CST STRAP W c8" Cru + 'rA35 FRPMRIs A1P=HOC W 16" . MPSAI Mn DEL MIT 3516-2 ARCHITECT: Vl TH 22-1 Od NAIL - 0 C. NOTE: LFTA \ SITAPSAI AT ALL MIT JOISTS / BOA BY S'I,TCF FROM Pd.4 SEE SHEAR PANEL SCI{FP.OF °O° FASTENING Ir60RMAilON iJl WOOD JOIST BOARD TO TCF PLATE LF'A '°l FOP CGi;B_E JOL`TS - T/DECH r-� WOOD FRAMING WOOD ° PDEA Pablo De Miguel Archil PLUG rc < "` PLANS 67 35th Street,suite G408 2 P, PARALLEL TO E_XT_ERIOR WALL 4 SHEAR WALL PERPENDICULAR TO TJI Ernnk[vn NY„232 Y � 5�-402 SCALE 3,'4'=1'-0" $-4 T S _ // contact.Pablo de Miguel AIA T.646 265 0338 E. pabloopablodc LL16 LUI'_ED STRAP PCRIMETCP 'rA007 BEAM ! ' W.www pablodemiguel core _ - y jll�--WOOD PLL BEAM SHEAP WALL SHCA1nIG 16d NAIL 0 COC + AT F°AHT:G P_RPENDICULAR In m STRUCTURAL ENGINEER: I-FLOOR JOLT �(TLILAL U,OLT) ^ TO TA WOOD JOIST � H07 SiOWV OR CLARITY— z �A35 rRA1.11VG \`iCHC'R / EACH SIDE AT EACJ- �) ,y!/ Gilsanz Murray Steficek LLP HPAHC22 HOLD D04VII ~ 2+ S1UU WALL / 2e 9LL PI ATE RAFTER TO ROSE 700 Canal Street, 1st Fiber Ely SIMIP90N WITH 23-ted - 6'S 6" W'000 PO4 Slarnford,CT 0fia02 HAILS AT PuLDINC CORNER, x 16d f COC % , 1+ (SEE FLAN 2x STUD WALL VON C, / PLYWOOD SNEFTHI4C 11MISON MSDEL LFTA o --SIMFSON NOBEL HERA � Conant Ken Oen PE �2, PT SILL PLATE j; WHERE OCCURS WNEPE Ci T.917 428 7716 E.ken oen®GMSL 0 A B-12"LCLG F 16"C C / 2'-O. _ } ! . W.www gmsllp.cam 61MFffi; IdG"v41. CC —NEW 2,12 RAFTER` ® } � TYPICAL AT ALL POS'S AT SHIRR WALL` _ TOP T__'Fl I \ • 16' OC 4d"P A 9-12"LOrIG W 16'b C ,.. FI AHS I \ \• �\�---- AL_ 0 11_R LOCATIOIIS CONDLIUOUS JOIST \= ' �%, CONTIr1I lobs 'MITI', -- 4a'E SI STILL, 0 SPY)C / - \ p .:E, TJ BLOCKIlk' IL)l FLOORING FOJhCAT10fI N.'A't 8" AT EACH BAY \ \ A15 6ISOL NEW 55x14 PS. RIDGE v i � (L 0N) Ihill oN MOC1 TBJ7 cRusPACINC T"Ien WOOD FRAMING WOOD-FLOOR CONNECTION TO INTERIOR WOOD WOOD PERPENDICULAR TO EXTERIOR WALL 3 STUD WALLS PERPENDICULAR CONDITION 5 SECTION AT RIDGE 6 TYPICAL HANGERS AND TIES S-02' SCALE, 3/4"=1'-C' -- - __- $-402 SCA_E 3/A•_I'_0• __ -- _ . - $-402 II TS - $-402 NTS 3" MAI P'OVUC ENI D BLOCKED PET'WEEH ALL JOISTS IF BEARING WALI. 1`_ F'PF.`FIIT 1x TOP PLAT ABOVE-� `LOOR SdEATH'No p < DOUBLE TOP DOUBLE TCF PLATE (HIGH)-.. BLOCYIPI, \ FLOOR \-77� M CRE DEPTH OF NCTCH PLATE (EON)- BJUTAARY NAILDIG SFE HEr ILLS V C JOIST IS C,R'AT"P THAN 1" �\ KEY PLAN / LOO.OUT FASTER SLHEPL'LC \ PFOVICF ST6224 BY SIMPSON VON ('r',) _ - u i - DOUBLE TOP PLATE \ `5^LICE l `4-14d -BPL'CC �EID 0' 'Ili_ PLATE 7 X CND NPII STASGEP.0 5"MTI 5"MIH 5"MI'! y H2 O 24" 0C -� �—RAK-D PLATE -- A, -- (U 0N) (TYPICAL) 4"NA% ' 'YS"play a"MAY. 1 --2,61111 GAGED \- \-DOOR HEADED IFAMED WALL 3-2, POST T to ON) r N / V--2r BLOCKIM3 (TWO DAY: 7YPLAL) __ r S-O (TYPICAL)- WITH 2-16d TOENAIL TO EAC[ SIDE -2-2v WITH LAA}6 !I10 N) STUD DOLE _- LDOOR-� WHIRS DCP"N OF NOTCH IS CREATED THAN D/5 1RJVIDE -✓"- - OPENING) ANCHOR BOLT EAIH SIDE OF IIOTCH AS SHOWN. SILL PLATE i WOOD 1 (;ECTION AT LOOKOUT RAFTER WOOD TYPICAL STUD ASSEMBLIES �`) INTERIOR WALL WITH DOOR OPENING 10 WOOD PLATE NOTCH REINFORCEMENT 11 WOOD TOP PLATE ELEVATION CHANGE 5-402 bTs. 5-402 SCALE 3/z"=1'-C'' 5-402 srar. 3/4"=1'-0° \402 FCOF 3/4"=I'-o' \.5-402 SCALE 3/4"=1'-D" DOODLE Top PLATE 7 10/04/2022 Demo A BEHR UP AFTEF 6 07/23/2022 Issued CONCRETE CI.R-C-1 5 05/27/2022 Issued f f. VER (2" f1 VV 4 05/13/2022 Issued 6 (2' FECCIER ,l - FGR LCD) �_��� R I 3 04/05/2022 Issued fl �j, P 2 07/02/2021 Issued f HAIL TO �.1 J/v/ ext=.TING FI POP 1 04/12/2021 Issued f' p FOR I BOARD 11I SHEATHING TO, REMAIN -pTG. FLOOD FRAMING ISSUE DATE DESCRIP — If — , Ilf ,°l0/ °,°a�y=do° SEE PI API SIMPSON STI20NG-TSE I- `WITNOW HEADER r % F •I- \ •'�J CB OR LCB _ �CC1s SRAP W/28-8d - M \ @ 2022 by Pablo Do fell Architect F + NAI'_ TOTAL HEADER/SIC " ` �\ / All rights reserved This drawing or part) To 2, 1LOCI'ING w,- ! 1 not be reproduced In any form without 1 - 2-2" POST 2x ST-'D MEMBER AS PER PLAN H} EMPSON STPOIIG TIE 2-2,CAI) 11,0.N EXISTING JOLT INSTALL NEW BRIDGING SEAL&SIGNATURE TRIM STUD WINDOW SLL HURRICANE TIE - (TrlcnL) ate'-o"oc (TYP c� RArTEFs) —'� EpLEDARC _ oV \\ -WALL NEW ns NEEDED Ar GUPPOPTs �OD6M,/GG/Tc�` r' 'Y• TO MA'NTAIII CONTACT WITH STOPC ° U°LIF- LNDEPSIDE OF E''STING SHEATHING.. TQ TEAT NEW 11 DOE BEAM \{�. (•..�.;1^, •:r� $. °���...,rrr��I s-r CFTAII \ .; 3,5t O +'�+ soLE S'T o AZT, SIMPSON STRONG-TIE +Ii PLAT 9�' { UAND HU __--, +y. FOF NGe NOTE SEE PIAN FOR LOCATIONS Robin Do Miguel AIA NYS tic & SHEET NAME: WOOD DETAILS WOOD-WINDOW STRAPPING RETROFIT ROOF DATE: 10/5/22 SCALE 1' 12 ) WOOD CONNECTORS 13 \ (DOOR STRAPPING SIMILAR) 14 '\ SISTERING OF EXISTING JOISTS 15 NEW RIDGE BEAM Project No.2101 PAGE.3o e1 s-402 ! N 6 s-40z H , s-402 Slo F I" = l'-o" 5402 SCA'.E V = 1'_0" DRAWING No S-402.00