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�o�.aF Soulyo`o Town of Southold * * P.O. Box 1179 53095 Main Rd COON", Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46484 Date: 09/10/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1385 Pike St Mattituck, NY 11952 Sec/Block/Lot: 140.-240 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 06/12/2023 Pursuant to which Building Permit No. 49485 and dated: 07/18/2023 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Alterations including an EV charger and conversion of basement garage to habitable space with a recreation room, bath, and storage room to an existing single-family dwelling as applied for. The certificate is issued to: Francisco Estrella , Ivonne Torres Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 49485 12/09/2024 PLUMBERS CERTIFICATION: Mattituck Plumbing 5/20/2025 A tho e Signature OfSID? o� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE ����•"'�'"��o SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49485 Date: 07/18/2023 Permission is hereby granted to: Francisco J Estrella 1385 Pike St Mattituck, NY 11952 To: Construct alterations to convert existing basement garage to habitable space and finish'the remainder of the basement to an existing single-family dwelling as applied for.A nded �1�/09/24=to reflect s r�uc�tural changes m basement`corrstruction:� Premises Located at: 1385 Pike St, Mattituck, NY 11952 SCTM# 140:2-40 Pursuant to application dated 06/12/2023 and approved by the Building Inspector. To expire on 01/16/2025. Contractors: Required Inspections: Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $474:40 CO-ALTERATION TO DWELLING $50.00 ELECTRIC $100.00 Total $624.40 Building Inspector I i SO Fat 1r,0O TOWN OF SOUTHOLD �y BUILDING DEPARTMENT Q, 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#: 49486 Date: 7/18/2023 Permission is hereby granted to: Estrella, Francisco 1386 Pike St Mattituck, NY 11962 To: Construct alterations to convert existing basement garage to habitable space and finish the remainder of the baesment to an existing single family dwelling as applied for. At premises located at: 1385 Pike St, Mattituck SCTM #473889 Sec/Block/Lot# 140.-2-40 Pursuant to application dated 6/12/2023 and approved by the Building Inspector. To expire on 1/1612025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $474.40 CO-ALTERATION TO DWELLING $50.00 Total: $524.40 Building Inspector OF SO!/j�ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 Jamesh(a�southoldtownny.gov 4UNTY, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Francisco Estrella Address: 1385 Pike Street city:Mattituck st: New York zip: 11952 Building Permit#: 49485 Section: 140 Block: 2 Lot: 40 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: CLOS INC. Electrician: Benjamin Doroski License No: 38893-ME SITE DETAILS Office Use Only Residential X Indoor Basement X Service Commerical Outdoor 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 43 Ceiling Fixtures 11 Bath Exhaust Fan 2 Service 3 ph Hot Water Tan kle GFCI Recpt 2 Wall Fixtures 2 Smoke Detectors 2 Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 10 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt 50a Ceiling Fan Combo Smoke/CO 4 Transfer Switch UC Lights Dryer Recpt 30a Emergency Strobe Heat Detectors Disconnect Switches 29 4'LED Exit Fixtures Sump Pump Other Equipment: 1 hood, 1 Dishwasher,1 fridge, 1 washer , 1 EV charger Notes: BASEMENT AND KITCHEN AND HVAC Inspector Signature: at Date: December 9, 2024 1385 pike st ®�oS�FFoc,��oG Town Hall Annex .yam Telephone(631)765-1802 54375 Main Road ;4 P. 0. Box 1179 cz Southold, NY 11971-0959 • BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. 49485 Owner: Francisco J Estrella and Ivonne M Torres (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. W w�ll (P1 rs Signature) Sworn to before me this 2 da of 20 2� CHELSEA L. CHALONE Notary Public, State of New York zvN_ Registration #01CH6287106 Qualified In Suffolk County Commission Expires Aug.5,20 2l� Notary Public, Sal L_ County 1 q SOUJyo� . # # TOWN OF SOUTHOLD BUILDING DEPT. �yco 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: it, sS Q. aluAx - DATE 9���' a� INSPECTOR OF SOUI \ I , � - # TOWN OF SOUTHOLD BUILDING DEPT. ' 631-765-1802 - INSPECTION , [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] 'FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: L ,% sO 1 - !� DATE -INSPECTOR OF SOGTyO� 1 'F TOWN OF SOUTHOLD BUILDING DEPT. Cloyrm,��'' 631-765-1802 INSPECTION [ . ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] F UNDATION 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: M lu#Abl ale_ &�L ok- DATE o -o'� INSPECTOR %pF SO!/TyOlo ± TOWN OF SOUTHOLD BUILDING DEPT. Irmo,�' 631-765-1802 qlqS . INS-PECTI.-O.N [ ] FOUNDATION 1ST/ REBAR [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Lpjlvlwv� ozoo C - v> at v Aem qt"- 6AVri a, Ao+ vo..-A, DATE INSPECTOR a SOUTyOIo p/ kL 67 ` OVNg05F SOUTHOLD BUILDING DEPT. coormN�` .631-765-1802 -INSPECTION [ ] FOUNDATION 1 ST/REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [. ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] -FIRE RESISTANT CONSTRUCTION j ] -FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [X] ELECTRICAL (FINAL) - [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ShW aS e r I he,ed 4, T Gd".+i /' o f et Fc- 2- F d- o,(( Sed rR Qv- [M'iq bn S need 14FC 7- DATE INSPECTOR / of SOGIh°6 _ # # TOWN OF. SOUTHOLD BUILDING DEPT. 631-765-1802 - INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ]" SULATION/CAULKING [ ] FRAMING /STRAPPING [V FINAL [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: � �✓ DATE 1AY INSPECTOR SEP 8 2025 �u��aEn � p� � t Town o , ha V .1 - - 4 r� I d` .; , � <<�� t �, �� �I � �� � i �,� ��: � � �� ...> -,t ., _�- r �; Y �� i t, ` } � � k �� y �:;:. _ ; ;,. { . � . � �'. k:r r :� F* ��\� � �. 1 �;e r;es i,e 1385 Pike Street Mattituck, NY 11952 MANUAL49S,&D LOAD CALCULATIONS Prepared By: Fernando Recinos Job Title: Draftsman signature: Date: June 6, 2019 Mkolb HEATING + COOLING 11500 OLD SOUND AVENUE MATTITUCK® NY-' 11952 (631) 298-552-7 �' Load Short Form Job: Jun Pike Res. Date: Jun 06,2025 HEATING+OOOLl. 6 AHU :1 By: FR Kolb Mechanical - 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project Information For: 1385 Pike Residence 1385 Pike Street, Mattituck, NY 11952 1 Design Information Htg Clg Infiltration Outside db (°F) 12 90 Method. Simplified Inside db(OF) 70 72, Construction quality. Average_ Design TD (OF) 58 18 -Fireplaces - 0 Daily range - M . Inside humidity(%) 30 ` `- 50 Moisture difference(gr/lb) 26 49 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make Trane Trade n/a Trade TRANE Model n/a Corid 4TTR3024N1 AHRI ref n/a Coil TEM4AOB24S21 AHRI ref 209868057 Efficiency n/a Efficiency 11.0 EER2,13.4 SEER2 Heating input 0 Btuh Sensible cooling 16380 Btuh Heating output 0 Btuh Latent cooling 7020 Btuh Temperature rise 0 OF Total cooling 23400 Btuh Actual air flow 780 cfm Actual air flow 780 cfm Air flow factor 0.050 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.87 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) ZONE#1 918 15619 17654 780 780 AHU 1 918 15619 17654 780- 780 Other equip loads 0 0 Equip. @ 0.95 RSM 16772 Latent cooling 2753 TOTALS . 918''i 15619 I. 19524'' I ' 780 I 780 Bold/italic valdes have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - = Wright6oft. -' 2025-Jun=0613:29:09 Right-Suite®Universal 2022 22.0.07 RSU1 0077 Pagel �+� ..'s\1385 Pike Residence%1385 Pike Residence.rup Cale=MJ8 Front Door faces: N BuildingAnalysis Job: .1385PikeRes. ko I b y • Date: Jun 06,2025 as A H U 1 By: FIR €EATING+COOL.ING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 1385 Pike Residence 1385 Pike Street, Mattituck, NY 11952 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature(OF) 70 I 72 Elevation: 67 ft Design TD(OF) 58 18 Latitude: 420N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(grAb) 24.6 48.9 Dry bulb(OF) 12 90 Infiltration: Dailyrange(OF) - 16 ( M ) Method . Simplified Wet bulb(OF) - 75 Construction quality Average Wind speed.(mph) 15.0 7.5 Fireplaces- 0 Component. Btuh/tz Btuh Wof load Walls 3.8 2980 1.9.1 Glazing 33.1 5422 34.7 vWl. IrGlbalion Doors 22.6 .488 3.1 Ceilings 1.9 1704 10.9 Floors 1.7 1519 9.7 Infiltration 3.6 3506 22.4 Ducts 0. 0 _ RWS. Piping 0 0 Humidification 0 0 Ventilation 0 0 oaarg Ojlirg3 Adjustments 0 Total 15619 100.0 Iz1as Component Btuh/f[2 Btuh %of load Walls 1.3 1043 5.9 VVII Glazing 49.7 8153 46.2 Doors 12.3 265 1.6 Irk(firs Ceilings 1.8 1616 9.2 Floors 0.6 472 2.7 Infiltration 0.6 556 3.1 Ducts 0 0 Ventilation 0 0 Gad Internal gains 5550 31.4 IriMcn Blower 0 0 Raps Adjustments 0 GiGrgs Total 17654 100,0 dha Latent Cooling Load=2753 Btuh Overall U-value=0.076 Btuh/ft2--°F, Window/Floor Area=17.9% J . Data entries checked. Bold/italic values have been manually overridden wrigh>tsoftl 2025-Jun-0613:29:09 ,..- �• Right-Suite®Universal 202222.0.07 RSU10077 Page 1 ,OM ..:s\1385 Pike Residence\1385 Pike kesidence.rup Cale=MJ8 Front Door faces: N Pro'ect SU111n1a .Job: 1385 Pike Res. IN ko I b A H U 1 "Byte: FR os,Zo25 HEATING+COOLJNG Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 1385 Pike Residence 1385 Pike Street, Mattituck, NY 11952 Notes: Design Information Weather: Suffolk County AFB, NY, US Winter Design Conditions' Summer Design Conditions Outside db 12 OF Outside db 90 OF Inside db 70 OF Inside db 72 OF Design TD 58 OF Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 15619 Btuh Structure 17654 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humnone idification 0 Btuh Blo(werne) 0 Btuh Piping 0 Btuh Equipment load 15619 Btuh Use manufacturer's data : n Rate/swing multipplier .0.95 Infiltration Equipment sensible load 16772, Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average - , . Fireplaces 0 Structure 2753 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft� 91>3 918 Equipment latent load 2753 Btuh Volume(W) 7344 7344 = Air changes/hour 0:45 0.23 Equipment Total Load(Sen+Lat) 19524 Btuh Equiv.AVF(cfm) 55 28 Req.total capacity at 0.70 SHR 2.0 tong. Heating Equipment Summary Cooling Equipment Summary Make n/a Make T[ane Trade n/a Trade TRANE Model n/a Cond 4TTR3024N1 AHRI,ref n/a Coil:, TEM4AOB24S21 AHRI ref 209868057 Efficiency n/a Efficiency 11.0 EER2,13.4 SEER2: Heating input . 0 Btuh Sensible cooling- 16380 Btuh Heating output 0 Btuh Latent cooling 7020 Btuh Temperature rise 0 OF Total cooling 23400 Btuh Actual air flow 780 cfm Actual air flow 780 cfm Air flow factor 0.050 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 1.00 in H2O, Static pressure 1.00 in.;H2O Spaceahermostat Load sensible heat ratio 0.87 _ Bold/italic values have been manually overridden. Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri�htyofk" 2025-Jun-06 13:29:09 «..,. Right-Su Re®Universal 2022 22.0.07 RSU10077 Page l +� ...'s11385 Pike Residence11385 Pike Residence.rup Calc=MJS Front Door faces: N Duct System Summary Job: tun Pike Res. A H U 1 By FR 06,2025 M ko I b HEATING*COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:infogkolbmechanical.com Project • • For: 1385 Pike Residence 1385 Pike Street, Mattituck, NY 11952 Heating Cooling External static pressure 1.00 in H2O 1.00 in H2O Pressure losses 0.70 in H2O 0.70 in H2O Available static pressure 0.30 in H2O 0.30 in H2O Supply/return available pressure 0.191 /0.109 in H2O 0.191 /0.109 in H2O Lowest friction rate 0.080 in/100ft 0.080 in/100ft Actual air flow 780 cfm 780 cfm Total effective length (TEL) 326 ft • • Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln(ft) Trunk ZONE#1 c 2207 117 117 0.080 7.0 Ox 0 VIFx 20.0 140.0 stl ZONE#1-A c 2207 117 117 0.080 7.0 Ox0 VIFx 34.0 140.0 st2 ZONE#1-8 c 2207 117 117 0.080 7.0 Ox 0 VIFx 15.0 150.0 st2 ZONE#1-C c 2207 117 117 0.080 7.0 Ox 0 VIFx 16.0 130.0 stl ZONE#1-D c 2207 117 117 0.080 7.0 Ox 0 VIFx 13.0 130.0 stl ZONE#1-E c 2207 117 117 0.080 7.0 Ox 0 VIFx 33.0 175.0 st2 ZONE#1-F c 2207 117 117 0:080 7.0 Ox 0 VIFx 29.0 175.0 st2 ZONE#1-G c 2207 117 117 0.080 7.0 Ox 0 VIFx 27.0 140.0 st2 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 351 351 0.080 632 9.7 8. x 10 ShtMetl st2 Peak AVF 585 585 0.080 658 11.8 8 x 16 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 rbl Ox 0 468 468 118.0 0.080 508 13.0 Ox 0 VIFx rtl rb2 Ox 0 468 468 111.0 0.080 508 13.0 Ox 0 VIFx rtl Bo/drtalic values have been manually overridden - Wrig>htsoft 2025-Jun-0613:29:09 Right-Suite®U niversal 2022 22.0.07 RSU10077 Pagel AM ..:s11385 Pike Residence11385 Pike Residence.rup Calc=MJ8 Front Door faces:'N TableReturn Trunk Detail Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk rt1 Peak AVF 936 936 0.080• 648 14.0 8 x 26 . ShtMetl ` wriightsoft, 2025-Jun-06 13:29:09 �+ . ,• ..._,r,,.. Right-Su Re®Universal202222.0.07RSU1007Z Paget 'I'M •.:s\1385 Pike Residence\1385 Pike Residence.rup Calc=MJ8 Front Door faces: N N , Sheet 1 T . — ZONE #1 i Job#: 1385 Pike Res. Kolb Mechanical Scald- :57 Performed by FR for: Page 1 1385.Pike Residence 11500'01d Sound Ave. ' I ht-Stiite®Universa12022 1385 Pike Street 9 Mattituck,NY 11952 Mattituck,NY 11952 22.0.07 RSU10077 Phone:(631)298-5527 2025-Jun-0613:29:49 info@kolbmechanical.com, ...sidenceM85 Pike Residence.n. kolb Right-J® WorkSheet Job: J1385 un06, 026 A H U i Date: Jun 06,2ozs sle�rfr��+COC1L11dG By: FIR Kolb Mechanical. 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)20MS27 Email:info@koibmechanical.com 1 Room name AHU1 ZONE#1 2 Exposed wall 122.0 ft 122.0 ft 3 Room height 8.0 ft 8.0 ft heat/cool 4 Room dimensions 34.0 x 27.0 ft 5 Roam area 918.0 ft2 918.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/fV�°F) (Btuh/ft2) or -perimeter (ft) (Btuh) or perimeter (ft) I (Btuh) Heat Cool Gross N/P/S Heat Cool Gross NIP/S Heat Cool 7_76 V�J 12F Osw 6.065 ne 3.77 1.32 = 216 176 664 232 -„ 216 176 664 232 1D-c2ow 0570 ne �33,06;44559, z 40 0 1322 ' 1784.a 40, ;0 1322 1.78.4 12F-Osw 0.065 se 3.77 1.32 272 210 793 278 272 210 793 278 ID-c2ow 0.570 se 33.06 55.09 40 0 1322 2204 40 0 1322 2204 11 11DO 0.390 se_ 22.62 12.28 22 22 488 265 22 22 488 265 Val 72FOsw 0065 sw . 3.77 1.32 216 '176 664 232 216 7}78 884 232 G- 1Drc2ow_ _657.0 sw_ _ 33,06;_�55.09.- 40 0 1322 _�2204 — 40_ =_,0 __1322 '2204 12F-Osw 0.065 nw 3.77 1.32 272 228 860 301 272 228 860 301 w1 D-c2ow , t 0..570 nw, 33.06 44.59 44 ___ 0 1 ,55 _ 1962 „44 0 �.1455 1962 ,.. _C 16B 30ad ___ 0;032—_1.88:_4.Z6:�_9.18._:_918 L1704 F- __- 19A30bswpF _,.__ �_0.034 ,.w 1,65,• 0.5,1. 918 w,918 - 1519 �^__, 472 918, . �918 1519 472- --- .. .._.ter- ...,,, r, ,. .,., _._., ..,.,•. _ ...._�. - - __ - - :=_r ,r. r t : .-. ...:iv 6 c)AED excursion 0 0 Envelope loss/gain I 1211 .11548 1 1 12113 11548 12 a) Infiltration 3506 556 3506 556 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 5 1150 5 1150 Appliances/other 4400 4400 Subtotal(lines 6 to 13) 15619 17654 15619 17654 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 15619 17654 15519 17654 15 Dud loads 0% 0% 0 0 -0% 0% 0 0 Tota'Ai rel quir d(cfm) I I I 1519 780I 17654 I I I 15619654 17780I Calculations approved by ACCA to meet all reouirements of Manual J 8th Ed: i}I wrigfao 2025•Jun-08 13:29:09 Right-Su Re®Universal202222.0.07 RSUIC077 Page1 .:'s\1385 Pike ResidenceX1385'Pike Residence.rup Calc=MJO Front Door faces: N Building Envelope and.Duct Tightness Report 2020 Energy Conservation Construction Code of New York State Address of Test: 1385 Pike Street, Mattituck Test Date: 4/24/2025 Building Permit,#:! Compliance Pathway: Prescriptive Testing completed by: David Maschke RESNET Rater ID#: 2430490 Integrity Home Energy Assessments NATE ID#: 8008195 68 North Paquatuck Avenue ICC ID#: 8261207 East Moriches, NY 11940 BPI ID#: 5005793 (631)325-4006 Building Envelope Tightness' Threshold: 2020 ECCCNYS ( 53.0 ACH50) Volume Calculations: Check if: Floor Area Height Volume Q Conditioned Basement Basement 857 8.4 7,216 ❑ Conditioned Crawl Space 1st 857 8.4 7,216 ❑ Sealed Attic 2nd 0 Vault/Sealed Attic 0 Total Volume: 14,432 Area Calculations: Floor Area: NA Ceiling Area: NA Wall Area: NA Total Envelope Area: 0 CFM @ 50pa: 605 CFM/ftZ: Air Changes/Hour @ 50pa: 2.52 Code Compliance: Duct Tightness : Post Construction Test -Total Duct Leakage System#1: Whole House Duct Location: Attic Floor Area: 1,714 Leakage: CFM @ 25pa: 49 CFM/100 ftZ CFA: 2.86 Code Compliance: SS System#2: Duct Location: Floor Area: Leakage: CFM @ 25pa: CFM/100 ftz CFA: N/A Code Compliance: N/A Building envelope tightness has been verified using instruments and procedures specified in ASHRAE/ASTM E779 or ASTM E 1827 as required by the 2020 Energy Conservation Construction Code of New York State. The home is further certified to be in substantial compliance with Residential Chapter 4 of the 2020 Energy Conservation Construction Code of New York State. Signature: Date: 4/24/2025 David Maschke, Integrity Home Energy Assessments IHEA 1114 Envelope Leakage Test- Testing Company:, Technician: THE ENERGY CONSERVATORY Name: Integrity Home Energy Assessments Name: David-Maschke Address: 68 N Paquatuck Avenue Credentials: RESNET RID#2430490 East Moriches, NY 11940 Email: maschked@gmail.com Phone: 631-553-1016 Building Information: Customer Information: Project ID: 1385 Pike Street Name: Address: Address: Geo-Tag Data: Latitude: Longitude: Timestamp: Measured Leakage: 2.51 ACH50 Leakage Target: 3.00 ACH50 Compliance with Leakage Target: Pass Test ID: 001 Purpose of Test: NY Detached Measured CFM50: 604.6 (+/- 1.0%) Effective Leakage Area: 32.8 in Building Volume: 14,432.0 ft3 Enclosure Surface Area: 0.0 ft2 Coefficient (C): 46.6 (+/-20.2%) Exponent (n): 0.655 (.+/-0.053) Correlation Coefficient: 0.99904 Test Standard: ASTM E779 (single mode) Test Mode: Depressurize Test Characteristics: Pre Indoor Temp: 74°F Post Indoor Temp: 74°F Pre Outdoor Temp: 72 °F Post Outdoor Temp: 72'0F Altitude: 50.0 ft Time Average Period: 10 seconds Test Date and Time: 2025-04-2411:39:04 80o I 700---600 Depressurize I v m 400— _.._. w ___. c 200 100 - 4 5 6 7 8 910 20 30 40 50 60 70 Building Pressure(Pa) Envelope Leakage Test Test Readings: Target (Pa) Bldg(Pa) Adj Bldg(Pa) Fan (Pa) Flow (cfm) Config Baseline 0.3 -60.0 -58.3 -57.4 -123.1 658.7 Ring B -54.0 -53.5 -52.6 -112.4 629.5 Ring B -48.0 -49.0 -48.1 -96.9 585.1 Ring B -42.0 -42.0 -41.0 -80.0 532.0 Ring B -36.0 -35.9 -35.0 -64.4 477.7 Ring B Baseline -2.2 Test Equipment: Flow Device: Model 3 110V Fan Pressure Gauge: DG1000 Serial #: 1848 Calibration Date: 2025-01-28 Deviations from Standard: • None Comments: Floor area = 857 x 2 Report by TEC Auto Test 1.10.2(3), © 2025 The Energy Conservatory, Inc. Page 2 of 2 YECWNICAL DICTA SWEET INSULTHAN� . _ o Extreme Insulthane° Extreme Physical Properties Insulthane®Extreme is a 21b medium density,HFO, Attribute Test Results closed-cell spray polyurethane foam insulation system that delivers industry leading r-values and Density(Nominal) ASTM D1622 2 Ib/ft3 performance.The spray-applied formula effectively Water Vapor Transmission ASTM E96 0.83 perm @1" seals off air gaps,working as a powerful insulator Dimensional Stabilityi ASTM D2126 -4,46%@ 1580F and vapor barrier.It's ideal for new construction (Volume Change after 7 days) &97%RH or renovating existing structures,such as attics, Tensile Strength ASTM D1623 33 psi garages,basements and crawlspaces. Compressive Strength ASTM D1621 26.4 psi Ultra-low Global Warming Potential Air Permeance @ 75 Pa ASTM E2178 0.002 L/s•mz Water Absorption(%Volume) ASTM D2842 0.5% Insulthane°Extreme is formulated with an HFO blowing agent,resulting in an ultra-low GWP of 1. Open Cell Content ASTM D2856 2.5% Hot Surface Performance ASTM C411 194OF Thermal Resistance Fungi Resistance ASTM C1338 Pass,no growth Re-entry(worker) 1 hour Thickness(inch) R-Value(°F•ftl-h/Btu) Re-occupancy 10 ACH 2 hours 1.0 7.4 Material Listing Intertek CCRR-0396 2.0 14 Color - Cream 3.5 25 4.0 29 Burn Characteristic Features Attribute Test Results Flame SPrea ASTM E84 M Smoke Development ASTM E84 300 •` Surface Burning ASTM E84 Class 1(A) Characteristics @ 4" gnit'ion Barrier Uncoated AC 377 as Appendix X Big Savings. Water Resistant Reduce your energy Helps reduce mold and 0 C 395 Thermal Barrie NFPA 286 Pas expenses by up to 40% mildew growth F10E Thermal Barrier NFPA 286 Pass commercial Fire Resistant NFPA 285 Rerti ied Cornp iant yst ms 'Dimensional Stability tested without design details 'See design details Recycled Content 19 Each set of Insulthane Extreme contains Long-lasting Durable approximately 2,500 recycled PET Does not deteriorate, Increases structural (Polyethylene Terephthalate)bottles. sag or settle strength of walls PET is a common consumer plastic R that is converted to polyester polyols to formulate spray foam insulation. WMW qu Elastochem Specialty Chemicals Inc. ELAST®CHEM 37 Easton Road Brantford,ON N3P 1J4 1 1-877-787-2436 1 www.elastochem.com SFM-US-COM-0002 Rev 4 0 )CELASTOCHEM INSULTHANF..- Tackle envrroni�ental lastingchallenges with & sustainable s.prc-),y • . m insulation. Build greener with Closed Cell R-7.6 Contains Ultra-low Insulthane Extreme Spray Foam ' of Insulthane° Extreme is engineered to meet modern building science Ultra-low Global strategies of energy efficiency and resilient building design.Add Warming Potential value to your project with a premium insulation system that's Insulthane Extreme is an HFO proven to achieve a tighter building enclosure, unmatched thermal blowing agent medium-density spray polyurethane foam insulation system. It protection and excellent moisture management. eliminates HFCs, resulting in an ultra- low Global Warming Potential of 1'. Q Structural Strength �0°� Air, Water & Moisture Recycled Content Increase racking strength and Extend the life of structures and Each set of Extreme contains an reduce complications caused by prevent air leaks with an integrated average of 2,500 recycled PET bottles. moisture and high wind,events air,water and moisture barrier PET(Polyethylene Terephthalate)are .................................................................................................................................................................. common consumer plastics that are Design Flexibility Sustainable converted to polyester polyols and Seal hard-to-reach areas such as Maximize energy efficiency and used to formulate high performance cavities,gaps and crevices without reduce carbon emissions,while spray foam insulation. compromising your design increasing comfort and savings µ/ InsulthaneO Extreme Technical Data - Attribute Test Results --- INSULTHAR - — — - - - — Density ASTM D1622 2.21b/ft3 34.5 kg/m3 E1,(-CREME hermal Resistance @ 1' ASTM C518 7.6 � 3 Water Vapor Transmission ASTM E96 47.34 ng/ REFERENCES: 25 mm (Pa•s•m2) Flame Spread ASTM E84 Flame<25 All properties determined through Smoke<450 testing by an accredited independent Class 1(A) third party test facility. Dimensional Stability" ASTM D2126 -20°C,+1.0% (Volume Change after 80°C,+1.0% Formulated with Honeywell Solstice® 28 days) 700C&97%±3%RH,+9.0% Liquid Blowing Agent Tensile Strength ASTM 1623 64.5 psi,pass " 445 kPa,pass Dimensional Stability was tested Air Permeance @ 25 mm ASTM E2178 0.002 L/S•m2 without a substrate Water Absorption ASTM D2842 3.3% (%Volume) ELASTOCHEIIA. Compressive Strength ASTM D1621 25.4 Psi 175 kPa Open Cell Content ASTM D2856 2.5% GET IN TOUCH: VOC Emissions CAN/ULC-S774 25 hours,passed Elastochem Specialty Chemicals Inc. Hot Surface ASTM C411 90°C 1-877 787-2436 Performance 1949F 37 Easton Road Intertek Material Listing CCRR-0396 Brantford,ON N3P 1J4 Color Amber www.elastochem.com r uL GREENGUARD .aoouoanu,ro rov -• osvaeweuaru smm uwww �vu GOID 4 Horton, LisaMarie From: Ivonne M Torres <ivonne.torres2@gmai1.com> b Sent: Friday,January 3, 2025 3:24 PM To: Horton, LisaMarie Subject: Re: BP#49485 Good afternoon, Thank you for providing me with your email address. At this time, I am requesting an extension to Building Permit No. 49485 approved for 1385 Pike St,Mattituck, NY 11952. The original permit was displayed outside and is no linger e legible, may I kindly have a new one with the new extension date...thank you for this. If any additional information or confirmation is required, please contact me. i Happy New Year...be well, Ivonne On Fri, Jan 3, 2025 at 3:13 PM Horton, LisaMarie <lisamariehnsoutholdtownny.gov>wrote: 1'as�l�zrie.�loYton Town of Southold Building Department II ,, I - Annex Building D-v�.� k t�-�S O►�_, 54375 Main Road Southold,NY 11971 (631) 765-1802 Bunch, Connie Custom Lighting of Suffolk <clos5170@gmail.com> From: Sent: Monday, December 9, 2024 2:05 PM Se Se Hille,James Cc: Bunch, Connie Subject: 1385 Pike Street Inspection Corrections Attachments: Estrella 12 jpg; Estrella 10 jpg; Estrella 11 jpg; Estrella 9 jpg; Estrella 8 jpg; Estrella 7 jpg; Estrella 5 jpg; Estrella 6 jpg; Estrella 4 jpg; Estrella 3 jpg; Estrella 1 jpg; Estrella 2 jpg; Estrella 13 jpg qq q, Good Afternoon, Please see attached corrections for 1385 Pike Street Mattituck. Please let us know if you have any questions or anything further needs to be done. Install Combo Breaker for Kitchen;fridge stove dishwasher countertop outlets Installed Basement outlets combo breaker Installed AFCI Breaker for Living & Bedroom EV Charger GFCI breaker installed Water bond Clamp to be visual Installed Gas bond clamp Thank You, Brianna Flanigan CLOS,Inc. PO BOX 1698 Mattituck,NY 11952 (631)298-4588 www customli�htingofsuffolk.com ATTENTION:This email came from an external source. 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L ;I!Ij;il t r a. � r s k , ;.i• ,%y� `i z" F v } r� k'_ p~� � �`� s". -.�Y's.�7.+i '.^� C>'�+� •`'zr�+4'�` �,��? ,•' }r��,.� X�,: �, '� ,, � 1 �` ' 1':.+` za�S.6., ( p ry NL -t -. ',>e. ..pt>,,,-.,'�:^�,=. jV .. rr �11 ` + } Wi� t J � EA EV Series JUL - 2024 Residential Electric Vehicle Building Department Town of Southold Charging Solutions 4 � } LEVI ",N@) I a _ � II n."j, Fill i 4 'res' 2111 A smart solution for ever room in your home, including I your garage! Leviton is proud to be a pioneer in the electric LEv' rr�r?ii vehicle supply equipment u ( D (EVSE) industry, providing �r �-�- charging solutions for over LEVIi Q� a decade while keeping up with the latest technology. works with — My Leviton enabled solutions my levitoll offer a full portfolio of j connected devices so any a r� home, new or old, can be a smart home. L kr, s Manage s,Y 1 4 9 r our whole smart home ' v with the = � My Leviton -- floor Eemp army ts9nr pp - VWe Uarvntt PmCanu ."�� 'y 'v�r '.t View all smart devices View charging status and Schedule charging sessions on one dashboard remotely start/stop during off-peak utility hours to save on electricity costs Qai Speed Charge ANY electric vehicle faster! LEVEL 2 EV CHAIRGING What is the difference between a Leviton Level 2 charging station and the Level 1 charging station I received with my vehicle? LEVITa. Averages -5 mess Averages -25 mRes of range per _1 hour of range per I hour o, charging.* of charging.-- o Typically provided with an EV purchase, The most common type of charging; using a J1772 connector stations in the U.S. and North America,• t J1772 connector s Rated 120 Volts and can be plugged using a -- s into a standard FJEMA 5-15 Rated 240 Volts,are often hardwired, household outlet and charge faster than Level 1 qo-6-83� With an industry standard SAE J1772 cable,the EV Series can charge any EV, including Audi, BMW,Ford, Honda, Subaru,and even Tesla using Leviton MACS Adapter(Part Number:NACSA) As per the ArDC.En�.;y.Gov as of May 2024-Chargil it hi ne may vary depiending orl 1 he vehicle and battery capacity. Please visit the docurnents section on levM,-)n.c orn/evcr iar�,rig for more information. ti o 4 T , 3 k�" e Me e are ma y F= er= a d State incentives being ofe e promote the widespread -do o f electric a`nd other alter ,at a uel.vehicles, bet.. .� incl � y7g- ding tax brea s,retluced utility rates and more. b ack fWS our De ending on your location you can get rA '..SP ta nx y n JE ,- up to 100% off your charging station. fi; �, f a'-1 9r:. i•"Y`ram, � ': , EV Series / EV Series Ordering Standard �evirot� ' Smart Home ¢wr�otJ Information i w EV320 EV32W s EV480 EV40P EV800 EV48UJ 1 ,: EV80W Ho App t , U r- works with`�"'�'`'t'�` ® mY leviton EV320 EV32W 10 EV40P +D EV480 ; EV48W U1 �! EV800 EV«OVJ - - - Amperage i 32 A �� 40 A� 48 A Il 80 A Breaker ! 40 A, 50 A 60 A - 100 A. Voltage 208/240 VAC - - -- - - - -- -- - Charge Connector Cord #10 AWG SAE J1772 #7 AWG SAE J1772 j ---#6 AWG-SA- E J1772 Charging Cable Length 18 ft. (5.5 m) f 25 ft(7.6 rr, 18 ft. (5.5 m) Hardwire/Plug-In Hardwire Mug-In Hardwire Station Operating Temp. i -22 T to 122 T (-30 `C to 50 `C) Enclosure Rating NEMA-type 3R for both Indoor/Outdoor Use Standards&Certification ! UL2.594, UL 2231-1, UL 2231-2, UL 2251, UL 62, UL 991, UL 1998, NFPA 70 Article 625, UL840, CSA Std. C22.2#280 Access Control } All stations come with optional access control Via RFID cards Warranty 2-Year Limited 'Adjustable frorn 1.6 A-40 A 9.8.1 3.9" (248.9 rn (99.0 mm) 8.23'. 3.74" (209.2mm (95.1mm) Hardwired Stations LEVI=q m N o � o Dimensions 14.2" mN (360.7 mm) Plug-In Stations 0 4 ry S s '"'�- �e � fin'. '�.—,;—. _ �i � � � ■ y } a '-, tj Y" �F`-��«'f s' o- i - G NEMA 14-5OR EV Charging Heavy , Single or Dual Duty Single Receptacles* Mount Pedestals Heavy Duty, Industrial Grade 1450R Single Mount EPED1 b Heavy Duty, Industrial Grade, F: Dual Mount, Front/Fuck EPED2 Weather-Resistant 1450W** Wall Hook EHOOK For use only with plug-in electric vehicle ; s` charging stations -Must be installed in a 2-gang outdoor box and must i use code compliant weatherproof cover ;v S. AFE EV CHARGING ..UM THL LiRA D RMIM Y U _ U 0 T , LEVITOON, Leviton Manufacturing Co., Inc. Tech Line: 1-800-824-3005 Mon-Fri 8am-10pm EST, Saturday 9am-7pm EST, Sunday 9am-5pm EST For 24/7 product support visit www.leviton.comn/support Visit our Website at: www.leviton.com/evcharging ©2024 Leviton Manufacturing Co.,Inc.All rights reserved. All trademarks are the property of their respective owners. � 0 0 Q-1474C MAP OF PROPERIT g �t i I � i V N 74' •oo.. MAP ov PROPERT✓ � Su�tvE-✓Eo Fore VIOLA N. KRAMER t� W MATT/TUCK,Al i I � 0 � 0 /-�Ly F•- Q � Mouses I 0 Sca/,c 30 /n ,vv,cA Mawr Arc /KE S TR EE-T GuorAH�e�d �a fti� S�curi�y Ti'f/� Arsd Gtiorrir/y Corrpary o;, surve. co/.gUy• -zG �9s� Q fo W V17 ' L/G�Ns�c/ LOr/ Surveyors �'ree/y�port, Ncw irk FIELD INSPECTION REPORT DATE: COMMENTS FOUNDATION (1ST) y -----------7------------------------ C FOUNDATION (2ND) QD o ROUGH FRAMING& PLUMBING 1 C y104V QK vi r►- V MYp-, INSULATION PER N.Y-. STATE ENERGY CODE - efvl Sk WCWA FINAL ADDITIONAL COMMENTS (!m 1 DO G e-C*ie Pd A 71 lb-q 24 Amwdp6 -for EAruc��,�A�1�d's e —OK - A c 1a k(4-TA e\eck% c c (A-1 r, o x d ' H =�o�oSufF°IK�oGy TOWN OF SOUTHOLD—BUILDING DEPARTMENT y _ Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 hltps://www.southoldtomLm—y-gov 1�. Date Received APPLICATION FOR BUILDING PERMIT _ t:; f t:— I2, i For Office Use Only 1 PERMIT NO. ��� Building InspectorJ4 1tr JUN 12 24 -`` Applications and-forrf -must be filled out.in'their-entirety.Incomplete - JTI ,M�ATr applications will not be`.accepted'.,WhereAthe Applicant is notA 6^owner,an T_ "Owned'§Au#Fiorir ion'form(Page 2)shall be completed: Date: CA5 ZOZ3 :OWNER(S),OF PROPERTY Name: �oS SCTM#1000- Project Address: 13 sS IREC Phone#: . ��� 2c, Email: 1NtC-'*yKG7 To 1_L5 C_C—t7All_oCc.-iT___. .... Mailing Address: t3�5 � CONTA&PERSON. Name: Mailing Address: r Phone#: 6,A (� Zd� 1J13e7'� Email: ��iatygt= 0MES?—C-C17A iCQ CGi'l l._ DESIGN PROFE$SIONAL'INFORMATION. Name: Mailing Address: ZtZ Phone#: Email: CONTRACTOR.'INFORMATION- Name ,� �5__ Mailing Address: - Phone#: 3� �e� �c�o Email: '[f:Sm�lC—A'Ct�.A� :6t�lUJt"11S_.. Ck DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ ���•� Will the lot be re-graded? ❑Yes K No Will excess fill be removed from premisesZ ❑Yes o 1 F.• PROPERTY]NFORMATION , Existing use of property: 5��1C—lIr ��,FtlLy Intended use of property: �� E �, .. Zone or use district in which premises is situated: Are there any covenants Y restrictions with respect to NA ^� this property? ❑Yes LPJNo IF YES, PROVIDE A COP Check Box After Reading:, The owner/contractor/design professional is responsible for aliz drainage and storm water issues as provided by';.'` Chapter 296 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department forthe issuance'of a BulldIng`Permit pursuant to the Building Zone> ordinance of the;Town,of Southold,Suffolk,Coun New York and, a lkibleaaws„Ordinances or Regulations rfor the construction of buildings,,',. tY, PP addltlons,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,buiiding,code, . "housing code and regulations and to admit autho.riied inspectors on premises and in`buiiding(s)for necessary inspections:Fafse statements made herein are e`.. punishable as a CIasS A misdemeanor;pursuant o Section'210'45 of,the New York State Penal Law: Application Submitted By(print name): ❑Authorized Agent MOwner Signature of Applicant: Date: (3� _._._. . . __ W _.... _.� . . ... .....m__ _ STATE OF NEW YORK) SS: COUNTY OF S(- rFat-( ) '1��Ics iame �TbR a-S being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the1'�f`C1t.�f�tC� (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this t3 _day of 21L 20 Z3 . Q6 Notary Publi UNDA B.SCHOLL —OZ'g nENI SaJIuz3 UOISSIWWOO Notary Public,State of New York Allunoo ml6unsuj pei;Ilene No.30-4858259 69Z8 OE'oN Qualified in Suffolk County 1{toA eeeN 1 a t�SN I qnd A n4ot j Commission Exoires May 5,20?-� "F70 S 8 V Nil I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building D ment for approval as described herein. Owner's Signature Date lnt Owner's Name 2 UILuN"% ING PERMI `O�f 1 . 0 AT - t8- DO � sf retursiod tof3u0040q Deft. to got .ICY UP041 CA"Plabon Of CjtNvc c�(= Cc.A.+tVAc T"L- IIN-Ac4Cmac- K- :Aw S�fFac�. TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-095971 Telephone (631) 765-1802 Fax(631) 765-9502 hgps://www.southoldtom=.aov Date Receive APPLIC ION FOR BUILDING PERMIT For Office Use Only PERMIT NO. ilding Inspector: Applications and_forms:mu5t be.filled,out in, eir.entirety.Incomplete. applications wi11.not be accepted. Where the: licant is not the owner,an . Owne.es�Authori ation form(Page 2yshall be co eted. Date: OWNER(S)OF PROPERTY: Name: CTM#1000- Project Address: Phone#: Email: Mailing Address: CONTACT PERSON Name: Mailing Address: Phone#: Email: DESIGN PROF IONAL'INFORMATION:',. Name: Mai' Address: 00 Phone#: Email: CONTRACTOR INFORMATION: J Name: LT Mailing Address: w-149C?_ L,)►.LL1e,r(___FL _ .n..b___ _•____SNJRL_ Phone#: Co31- �SCoq'.SI .I_.._.._ Email: �U �LICaNS'�R�c'�tc.N.Cc��'1 �N � jo :DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alter ❑Repair ❑De e r Will the lot be re-graded? ❑Yes ❑No Will excess fill be removed from premises? ❑Yes ❑No 1 BUILDING DEPARTMENT- Electrical Ind �: TOWN OF SOUTHOLD v L� Town Hall Annex - 54375 Main Road -- Bo1198 2024 * Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 ro err southoldtownn ov seand sout c �T• APPLICATION FOR ELECTRICAL INSPECTION .ELECTRICIAN INFORMATION (All Information Required) Date: June 25, 2024 Company Name: Custom Lighting of Suffolk Inc Electrician's Name: Benjamin Doroski License No.: 38893-ME Elec. email: CLOS5170Cgmail.com Elec. Phone No: 631-298-4588 El I request an email copy of Certificate of Compliance Elec. Address.: PO Box 1698 Mattituck NY 11952 JOB SITE INFORMATION (All information Required) Name: Ivonne M Torres and Francisco J Estrella Address: 1385 Pike Street, Mattituck NY 11952 Cross Street: Wickham Ave. Phone No.: 646.207.4308 Bldg.Permit#: (49485) email: ivonne.torres2Qgmail.com Tax Map District: 1000 Section: 140 Block: 2 Lot: 40 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Install EV Charger Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES a NO ✓❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES FV-] NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service[]Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 R H Frame Pole Work done on Service? Fly DN Additional Information: PAYMENT DUE WITH APPLICATION BUILDING DEPARTMENT- Electrical In `" `` ✓ TOWN OF SOUTHOLD � Town Hall Annex - 54375 Main Road 13o1�98 ` Southold, New York 11971-0959 �24 Telephone (631) 765-1802 - FAX (631) 765-9502 ro err southoldtownn ov seand sout j ` c � APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: June 25,,2024 Company Name: Custom Lighting of Suffolk Inc Electrician's Name: Benjamin Doroski License No.: 38893-ME Elec. email: CLOS5170@gmail.com Elec. Phone No: 631-298-4588 01 request an email copy of Certificate of Compliance Elec. Address.: PO Box 1698 Mattituck NY 11952 i . JOB SITE INFORMATION '(All Information Required) Name: Ivonne M Torres and Francisco J Estrella Address: 1385 Pike Street, Mattituck NY 11952 Cross Street: Wickham Ave. Phone No.: 646.2.07.4308 Bldg.Permit#: (49485) email: ivonne.torres2@gmail.com Tax Map District: 1000 Section: 140 Block: 2 Lot: 40 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Install EV Charger Square Footage: Circle All That Apply: Is job ready for inspection?: YES ✓❑NO ❑✓ Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑� NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service[]Fire Reconnect[]Flood,Reconnect❑Service Reconnect❑Underground❑Over'head # Underground Laterals 1 2 F1 H Frame FJ,Pole Work done on.Service? . Fly FIN Additional Information: PAYMENT DUE WITH APPLICATION o� vq �ivt iDN�fir ,M,v kes l l 5r L �. i Town Hall Annex ` ¢ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 , Southold, NY 11971-0959 ' BUILDING DEPARTMENT NOTICE-OF-UTILIZATION OF TRUSS TYPE'CONSTRUCTION,.PREAENGINEEREQ __ _ _. � ._- WOOD CONSTRUCTION ANDIOR'TIMBER-CONSTRUCTION Date:. ��ciz-& Owner: ' c-',AWE ` b9LQe S_ - Location of Property: \ 2.-) _ _ ?ke -S E(fi- t-/A'SD i UC-K- M,/ 1155_L Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) 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) Floor and roof framing (FR) Signature: I KrY1AA.J " . . Name (person submitting this form): . TyaiatyiF_ 7Jd9kg.S Capacity(checkapplicable line): V Owner Owner representative TrussReg15.docx Effective 1/1/2015 i R4cJ�woNo/ C/ea✓es F�os� ~86/, � /ac I " I V /JO o N 'r¢'.G�'oo•' E' MA P OF PROF'EFZT✓ �l �) SURV�'✓ED FOR a Q VIOLA ". 1<RAME1:Z 0 ho.rst U.//A/. 74 2.z'oo W /30.0 I'Vic.f/r0� Arc KE' S TR E'ET I-Ae Sccc/ri�y T/'A le anon Gt�arc�r�y G'orrf+a�y u serve cd.qu9. .z/, ofo w va& ru soy • � � L/G L�NCCD/ LP/'/ Servo[fors Gr�e.iport, /Vcw �rl� 1, Generated by REScheck-Web Software Compliance Certificate Project Torres Estrella Residence Energy Code: 2018 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: Alteration Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1385 Pike Street Ivonne Torres Thomas Reilly Mattituck, New York 11952 1385 Pike Street Thomas D Reilly P.E. Mattituck, New York 11952 4 Bezel Lane 646.207.4308 Smithtown, New York 11787 Ivonne.Torres2@gmail.com 631.724.5740 Tdrpe@Tdrpe.com Compliance: Passes using prescriptive requirements for alteration projects Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling: Flat Ceiling or Scissor Truss --- --- --- --- --- --- --- Exemption: Framing cavity filled with insulation Wall:Wood Frame, 16" o.c. 763 21.0 1.0 0.054 0.060 41 46 Window:Vinyl Frame 13 0.300 0.320 4 4 SHGC: 0.30 Door: Glass Door(over 50%glazing) 40 0.280 0.320 11 13 SHGC: 0.30 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory a uirements ' REScheck Inspection Checklist. Name-Title Sfrgnature Date UJ D_ �i0 �43595 lG�� Project Title:Torres Estrella Residence Report date: 06/06/23 Data filename: Page 1 of 9 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 82.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified #, Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions &`Req.ID - 103.1, ;Construction drawings and '' ❑Complies :Requirement will be met. 103.2 1documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the Location on plans/spec: U building envelope.Thermal ❑Not Observable !Cross Section: Sheet A-1 :envelope represented on ❑Not Applicable ; construction documents. 103.1, (Construction drawings and 1 ❑Complies ;Requirement will be met. 103.2, !documentation demonstrate ❑Does Not 403.7 :energy code compliance for !Location on plans/spec: [PR3]1 (lighting and mechanical systems. ❑Not Observable !Sheet EC-1 ce 'Systems serving multiple ❑Not Applicable (dwelling units must demonstrate !compliance with the IECC ;Commercial Provisions. 302.1, Heating and cooling equipment is; Heating: Heating: ;❑Complies ;Location on plans/spec: 403.7 sized per ACCA Manual S based ! Btu/hr Btu/hr !❑Does Not !Not Applicable '[PR2]2 on loads calculated per ACCA ! Cooling: ! Cooling: Manual J or other methods ! Btu/hr ', Btu/hr ❑Not Observable , approved by the code official. ! ;❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Torres Estrella Residence Report date: 06/06/23 Data filename: Page 2 of 9 Section # Foundation Inspection Complies? Comments/Assumptions &;Req.ID 303.2.1 A protective covering is installed to ;❑Complies ;Exception: Requirement is not applicable. [F0.11]2 protect exposed exterior insulation TIDoes Not and extends a minimum of 6 in. below ❑Not Observable grade. ;❑Not Applicable 403.9 Snow-and ice-melting system controls;❑Complies ;Exception: Requirement is not applicable. [F012]z installed. ElDoes Not :Q ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:Torres Estrella Residence Report date: 06/06/23 Data filename: Page 3 of 9 Section Plans Verified` Field Verified #'- Framing/Rough` h.Inspection & Req.ID Complies? Comments/Assumptions Value - "` Value 402.1.1, ;Glazing U-factor(area-weighted ; U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, ;average). :[]Does Not ;table for values. 402.3.3, ; 402.5 � � 1❑Not Observable , [FR2]1 ;❑Not Applicable 303.1.3 ;U-factors of fenestration products ❑Complies ;Location on plans/spec: [FR4]1 are determined in accordance []Does Not ;Not Applicable CQ iwith the NFRC test procedure or ❑Not Observable ' ltaken from the default table. []Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies ;Location on plans/spec: [FR23]1 installed per manufacturer's ❑Does Not Not Applicable instructions. Not Observable ; ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies :Requirement will be met. [FR20]1 pis listed and labeled as meeting El Does Not 00 IAAMA/WDMA/CSA 1011I.S.2/A440 or has infiltration rates per NFRC '❑Not Observable 400 that do not exceed code ❑Not Applicable l limits. 402.4.5. 91C-rated recessed lighting fixtures ❑Complies 'Requirement will be met. [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate s2.0 cfm ❑Not Observable Location on plans/spec: leakage at 75 Pa. ❑Not Applicable Sheet EC-1 403.3.1 ;Supply and return ducts in attics ❑Complies ;Exception: Ducts located [FR12]1 i insulated >= R-8 where duct is ❑Does Not completely inside the # ;>=3 inches in diameter and >_ ❑Not Observable :building envelope. R-6 where <3 inches. Supply and Ireturn ducts in other portions of ❑Not Applicable ; ;the building insulated >=R-6 for ; ;diameter>=3 inches and R-4.2 for< 3 inches in diameter. 403.3.2 Ducts,air handlers and filter ❑Complies ;Exception: Requirement is [FR13]1 I boxes are sealed with ❑Does Not not applicable. ;)oints/seams compliant with ❑Not Observable ' I International Mechanical Code or International Residential Code,as ; ❑Not Applicable ; lapplicable. ; 403.3:5' Building cavities are not used as ❑Complies ;Requirement will be met. [FR15]3 ducts or plenums. ❑Does Not 1) []Not Observable Location on plans/spec: ❑Not Applicable Sheet EC-1 403.3.7- Ducts declared to be within the ❑Complies ;Exception: Requirement is [1`1128]3 conditioned space are either 1) ❑Does Not not applicable. completely within the continuous air barrier and within the building ❑Not Observable thermal envelope, 2) buried ❑Not Applicable ; within ceiling insulation in accordance with Section R403.3.6 and the air handler is located completely within the continuous air barrier and within the building thermal envelope j and the duct leakage is<= 1.5 ; cfm/100 square feet of conditioned floor area served by I the duct system,or 3)the ceiling insulation R-value installed against and above the insulated duct>=to the proposed ceiling ; insulation R-value,less the R- value of the insulation on the 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low impact(Tier 3) Project Title:Torres Estrella Residence Report date: 06/06/23 Data filename: Page 4 of 9 Section Plans Verified Field Verified Framing/Rough-In Inspection Complies?- Comments/Assumptions ,& Req.11) Value Value 403.4 HVAC piping conveying fluids R- R- ;❑Complies :Exception: Requirement is [FR17]2 'above 105°F or chilled fluids QDoes Not :not applicable. below 55°F are insulated to>_R-3. ;❑Not Observable ❑Not Applicable 403.4.1 Protection of insulation on HVAC ❑Complies ;Exception: Requirement is [FR24]1 piping. '❑Does Not ;not applicable. U []Not Observable ❑Not Applicable 403.5.3 ° Hot water pipes are insulated to ; R- ; R- ;❑Complies ;Exception: Requirement is [FR18]2 ?R-3. ;❑Does Not :not applicable. ,�j.`' I❑Not Observable ❑Not Applicable 403.E Automatic or gravity dampers are ❑Complies ;Requirement will be met. [FR19]?, installed on all outdoor air ❑Does Not intakes and exhausts. :Location on plans/spec: []Not Observable :Sheet EC-1 ❑Not Applicable Additional Comments/Assumptions, 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3: Low Impact(Tier 3) Project Title:Torres Estrella Residence Report date: 06/06/23 Data filename: Page 5 of 9 Section. Plans Verified', Field Verified. # insulation Inspection Value Value Complies? Comments/Assumptions & Req:ID 303.1 All installed insulation is labeled ``..❑Complies :Requirement will be met. {IN11 or the installed R-values ❑Does Not provided. ...❑Not Observable IE]Not Applicable 402.1.1, ;Wall insulation R-value. If this is a: R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.5, �mass wall with at least 1/z of the ❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.E ;wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable ' [IN3)1 exterior,the exterior insulation ; ; requirement applies(FR10). ❑ Steel ❑ Steel ;❑Not Applicable ; ; 303.2 'Wall insulation is installed per ❑Complies :Requirement will be met. [IN4)1 :manufacturer's instructions. ❑Does Not []Not Observable :Location on plans/spec: Cross Section:Sheet A-1 j ❑Not Applicable ; Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3. Low Impact(Tier 3) Project Title:Torres Estrella Residence Report date: 06/06/23 Data filename: Page 6 of 9 Section Plans Verified° Field Verified• # Final Inspection Provisions.. Value° Value Complies? Comments/Assumptions, & Req.ID 402.1.1, ;Ceiling insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.11 ;❑ Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.2, ; 4❑ Steel ;❑ Steel ;❑Not Observable ; 402.2.6 ' [17I1]1 ;❑Not Applicable ; 303.1.1.1,!Ceiling insulation installed per ❑Complies ;Location on plans/spec: 303.2 !manufacturer's instructions. ❑Does Not Not Required [FI2]1 Blown insulation marked every 300 ftz. ❑Not Observable ❑Not Applicable ; 402.2.3 Vented attics with air permeable ❑Complies :Exception: Requirement is [FI22? insulation include baffle adjacent ❑Does Not not applicable. to soffit and eave vents that ; extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies ;Location on plans/spec: [FI3]1 i insulation ?R-value of the 1 ;❑Does Not Not Applicable adjacent assembly. ❑Not Observable ; ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50 = ACH 50= ;❑Complies ;Location on plans/spec: [F]17]1 l ach in Climate Zones 1-2,and ;❑Does Not Not Applicable <=3 ach in Climate Zones 3-8. ;❑Not Observable ; ;❑Not Applicable 403.3.3 !,Ducts are pressure tested to ; cfm/100 ; cfm/100 ;❑Complies :Exception: Requirement is [FI27]1 determine air leakage with ftz ftz ;❑Does Not not applicable. !either: Rough-in test:Total {leakage measured with a []Not Observable pressure differential of 0.1 inch :❑Not Applicable w.g,across the system including ! ! {the manufacturer's air handler enclosure if installed at time of ,test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch ! ! w.g.across the entire system I including the manufacturer's air handler enclosure. ! 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies ;Exception: Requirement is [FI4]1 cfm/100 ft2 across the system or ft2 ftz ;❑Does Not !not applicable. <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ; UNot Observable itests,verification may need to ; ;❑Not Applicable ,occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated ❑Complies ;Exception: Requirement is [FI24]1 by manufacturer at<=2%of ❑Does Not :not applicable. !design airflow. ; i .� ❑Not Observable , ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies ;Requirement will be met. [FI9]z installed for control of primary ❑Does Not ! II heating and cooling systems and ;Location on plans/spec: initially set by manufacturer to - ❑Not Observable :SheetEC-1 []Not Applicable code specifications. pp 403.1.2 Heat pump thermostat installed []Complies ;Exception: Requirement is [FI10]z on heat pumps. ❑Does Not ;not applicable. ❑Not Observable i ❑Not Applicable ! 403.5.1 Circulating service hot water ❑Complies ;,Exception: Requirement is [F11112 systems have automatic or ❑Does Not not applicable. accessible manual controls. ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title:Torres Estrella Residence Report date: 06/06/23 Data filename: Page 7 of 9 Section planss Verified Field°Verified- # Final Inspection Provisions . Value Value Complies? Comments/Assumptions Recl.ID 403.6.1 All mechanical ventilation system ❑Complies :Exception: Requirement is [FI25]2 fans not part of tested and listed 14 []Does Not not applicable. HVAC equipment meet efficacy and air flow limits per Table ❑Not Observable ; R403.6.1. ❑Not Applicable ; 403.2 Hot water boilers supplying heat , ❑Complies ;Exception: Requirement is [FI26]2 through one-or two-pipe heating ❑Does Not :not applicable. systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor j ❑Not Applicable ; temperature. 403.5.1.1 Heated water circulation systems []Complies ;Exception: Requirement is [F128]2 have a circulation pump.The ❑Does Not :not applicable. system return pipe is a dedicated return pipe or a cold water supply. []Not Observable pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are I not present. Controls for ; circulating hot water system pumps start the pump with signal for hot water demand within the ; occupancy.Controls automatically turn off the pump when water is in circulation loop ` f is at set-point temperature and . I no demand for hot water exists. ; 403:5.1.2 Electric heat trace systems r ❑Complies ;Exception: Requirement is {F129]?. comply with IEEE 515.1 or UL ❑Does Not not applicable. 515.Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the piping ; 403.5.2 l Demand recirculation water ❑Complies ;Exception: Requirement is [F130]2 isystems have controls that ❑Does Not not applicable. 1manage operation of the pump ; f and limit the temperature of the < ❑Not Observable lli water entering the cold water ❑Not Applicable j piping to <= 1049F. 468.5.4 Drain water heat recovery units ❑Complies ;Exception: Requirement is [FI31]? tested in accordance with CSA ❑Does Not !not applicable. 1355.1. Potable water-side pressure loss of drain water heat ❑Not Observable ; recovery units< 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- ; side pressure loss of drain water heat recovery units< 2 psi for ; individual units connected to three or more showers. A' I I 404.1 90%or more of permanent ❑Complies ;Requirement will be met. [F1611 ifixtures have high efficacy lamps. []Does Not El Not Observable :Location on plans/spec: Sheet EC-1 ❑Not Applicable 40'4.1.1 Fuel gas lighting systems have ❑Complies ;Exception: Requirement is [923]3 no continuous pilot light. ❑Does Not not applicable. ❑Not Observable I ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies ;Requirement will be met. [F]7]2 []Does Not ❑Not Observable ; ❑Not Applicable 1 High Impact(Tier 1) 2' Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title:Torres Estrella Residence Report date: 06/06/23 Data filename: Page 8 of 9 C Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 303:3_' Manufacturer manuals for ❑Complies [FI18]3- mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title:Torres Estrella Residence Report date: 06/06/23 Data filename: Page 9 of 9 2018 IECC Energy Efficiency Certificate ;Insulation Rating R-Value Above-Grade Wall 22.00 Below-Grade Wall 0.00 Floor 0.00 Ceiling/ Roof 0.00 Ductwork(unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.30 0.30 Door 0.28 0.30 Cooling,Heating & Heating System: Cooling System: Water Heater: Name: Date: Z� Comments LU V 0 3595 4 - ��'�FESS��� 7 AMENDMENT P� jt_ ' q 98 ,5 7RC)ad ARCHITECTURAL REINFORCED CONCRETE (CONT.) THE DUTIES OF THE ENGINEER AND HI5 EMPLOYEES OR AGENTS SHALL TERMINATE WITH THE COMPLETION AND CONCRETE IN FOUNDATIONS AND SLABS EXPOSED TO WEATHER AFTER COMPLETION OF THE DELIVERY OF WORKING DRAWINGS.THE ENGINEER IS NOT RESPONSIBLE FOR SUPERVISION OF CONSTRUCTION,NOR ♦TORRES ESTRELLA DOES THE ENGINEER HAVE AUTHORITY TO ACT ON BEHALF OF THE OWNER OR THE CON-KACTOR UNLESS NOTED PROJECT SHALL CONTAIN FIVE PERCENT(+/- %)BY VOLUME OF ENTRAINED AIR AS PER ASTM C23 . �j TORIN.- 0 R LA R S1 C RESIDENCE EMN E OTHERWISE IN WRITING. `J I T E ZONING DATA ,. SLUMP SHALL BE FOUR INCHES AND ALL CONCRETE SHALL BE CONSOLIDATED BY ADEQUATE VIBRATORS. � PIKE STREET, ____ -�- M - 1385 P[KE STREET THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACTS T OMISSIONS L THE CONTRACTOR OR ANY SUB1385 MATTITUCK NY 952 A■�•CONTRACTOR OR ANY OF THE CONTRACTOR'S OR SUB CONTRACTOR'S EMPLOYEES OR AGENTS,OR ANY OTHER KEEP CONCRETE SURFACES NOT COVERED BY FORMS PROTECTED FROM L055 OF SURFACE JURISDICTION: TOWN OF SOUTHOLD _ MATTITUCK,NY 11952 PER5CN5 PERFORMING ANY OF THE WORK, MOISTURE FOR NOT LE55 THAN SEVEN DAYS. _ TOWN OF COUNTY I�" ©�"'Z'� -- ��, � SUFFOLK COUNTY THE ENGINEER IS NOT RESPONSIBLE FOR THE MEANS AND METHODS OF CON5TRUCTION,NOR FOR THE SAFETY ON THE 5LA55 ON GRADE SHALL BE PLACED IN SECTIONS NOT EXCEEDING NINE HUNDRED SQUARE FEET PERMITTED USE: SINGLE FAMILY RES 1 D E N C E JOB SITE,AND THAT THESE RESPONSIBILITIES ARE INTENDED TO BE AND TO REMAIN THE SOLE RESPONSIBILITIES OF WITH THIRTY FOOT MAXIMUM SIDE LENGTH. ALL CONCRETE SLABS SHALL HAVE STEEL TROWELLED No THE CONTRACTOR(5). FINISH UNLESS OTHERWISE NOTED.AND SHALL BE REINFORCED WITH GXG-10/10 We LOCATED LOT AREA: 1 (S,250 5Q. ET. BY ACCEPTANCE OF THESE DRAWINGS.THE OWNER AGREES TO ASSUME FULL P.E5PON51BIUTY FOR ANY DAMAGE OR ONE INCH FROM THE TOP SURFACE. THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ENGINEER FOR THIS PROJECT ARE INSTRUMENTS OF THE ENGINEERS SERVICE FOR USE SOLELY SETTLEMENT,OR CRACKING,ETC.OF NEW CONSTRUCTION AND WILL NOT HOLD THE ENGINEER RESPONSIBLE FOR THIS NEW FORMS SHALL BE USED FOR ALL FOUNDATION WALLS. WITH RESPECT TO THIS PROJECT AND UNLESS OTHERWISE POSSIBILITY, PROVIDED THE ENGINEER SHALL BE DEEMED THE AUTHOR OF THESE ARCH ITECTURAIIENGINEER DOCUMENTS ARE THE INSTRUMENTS OF TIMBER I=RAM I N G THIS PROJECT THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, SERVICE AND SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE PROJECT FOR WHICH THEY WERE COMPLIES WITH THE STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT. THE OWNER SHALL BE PERMITTED TO RETAIN PREPARED 15 EXECUTED OR NOT.THEY ARE NOT TO BE USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN TIMBER FRAMING SHALL COMPLY WITH THE MINIMUM REQUIREMENTS SET FORTH BY THE 2020 NEW YORK STATE RESIDENTIAL COPIES OF THE ENGINEERS DRAWINGS,SPECIFICATIONS AND AUTHORITY OF THE ENGINEER. 2020 N. I�/,S, U N I FOp M OTHER DOCUMENTS FOR INFORMATION AND REFERENCE IN CODE,CHAPTER 5(FLOORS),CHAPTER G(WALL CONSTRUCTION),CHAPTER 6(ROOF�CEILING CONSTRUCTION), RESIDENTIAL F F r CONNECTION WITH THE OWNERS USE AND OCCUPANCY OF THE ALL SURVEYS,TEST BORING5,ENGINEERING REPORTS,OR OTHER SIMILAR STUDIES REQUIRED FOR THE PREPARATION UNLESS OTHERWISE NOTED. RES I D EN'I I AL COD PROJECT. THE ENGINEERS NOT BE AND OTHER DOCUMENTS SHALL NOT BE USED BY THE OWNER OR OF THESE CONSTRUCTION DOCUMENTS AND/OR ARE REQUIRED DURING THE SUBSEQUENT CONSTRUCTION PHA5E OF THE . .P.A. 7O STANDARD PROJECT SHALL BE PROVIDED BY THE OWNER. FRAMING LUMBER SHALL BE SQUARE EDGE,STRAIGHT,SOUND,WELL- N.F.P.A. OTHERS ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT FOR OTHERS WITHOUT SEASONED,MAXIMUM MOISTURE CONTENT OF NINETEEN(19)PERCENT AT TIME OF INSTALLATION;LUMBER SHALL BEAR THE WRITTEN CONSENT FROM ENGINEER, GRADE AND TRADEMARK OF THE ASSOCIATION BY WH05E RULES IT 15 PRODUCED. SIZES INDICATED ARE NOMINAL GENERAL STANDARD SIZES. THE ENGINEER SHALL ASSIST THE OWNER IN FILING AND OBTAINING ALL LOCAL BUILDING DEPARTMENT APPROVALS FOR THE FRAMING LUMBER SHALL BE 5TPE55 RATED HEM FIR No.2 WITH A STRESS RATING OF 875 AND ZONING RULE CODE EX 1 ST I N G PROPOSED CONSTRUCTION DOCUMENTS OF TH15 PROJECT.ALL FEES RELATED TO THIS APPROVAL PROCESS SHALL BE PAID FOR BY THE 850 PSI RESPECTIVELY FOR BENDING FOR SINGLE MEMBER USE AND 95 AND 75 MIN.FOR SHEAR, OWNER.UPON BUILDING DEPARTMENT APPROVAL OF SAID DOCUMENTS,THE GENERAL CONTRACTOR IS NOW RESPONSIBLE FOR TAKING OUT AND PAYING RELATED FEES FOR THE"BUILDING PERMIT"AND ALL FOLLOWING PERMITS UNTIL THE"CERTIFICATE PROVIDE DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS OVER G'-O"IN LENGTH. A. HEIGHT OF BUILDING (max.) 19'-6"-I-/- "' THOMAS D. REILLY P.E. Of OCCUPANCY"15 SECURED. PROVIDE SOLID BRIDGING BETWEEN JOISTS AT G'-0"0•C.MAXIMUM. I stor NO CHANGE Y ` 4 BEZEL LANE " ^" CONTRACTOR(S)SHALL PERFORM ALL WORK IN COMPLIANCE WITH ALL APPLICABLE CODES,CODE AMENDMENTS,STANDARDS, �^ SMITHTOWN,NY 11787 ORDINANCES,RULES AND REGULATIONS INCLUDING,BUT NOT LIMITED TO THE FOLLOWING: UNLESS OTHERWISE NOTED,ALL WINDOW AND DOOR OPENINGS SHALL HAVE 2-2"X 12"WITH 112'PLYWOOD BETWEEN 16 2 S O cJ f�. N O CHANGE - PHONE(631)724.5740 LOCAL ZONING ORDINANCES HEADERS ABOVE. . LOT AREA (min.) EMA[L:TDRPE TDRPE.COM LOCAL BUILDING DEPARTMENT REQUIREMENTS w. 2020 NEWYORK STATE RESIDENTIAL CODE ALL SILL PLATES IN CONTACT WITH FOUNDATION WALLS TO BE PR55URE TREATED AND HAVE CONTINUOUS COPPER TERMITE C. LOT WIDTH (min.) 1 3 O'-O" NO CHANGE 2020 NEW YORK ENERGY CONSERVATION CODE SHIELDS. SILL PLATES SHALL BE BOLTED TO FOUNDATIONS WALLS-SEE ANCHOR BOLT DETAIL BOLTS MUST BE EMBEDDED A MINIMUM OF 7"INTO FOUNDATION WALL5. I NOTES: CONTRACTOR SHALL CONFORM WITH THE INTERNATIONAL RESIDENTIAL CODE SAFETY OF PUBLIC AND PRIVATE PROPERTY FORCE MORTAR INTO THE JOINT BETWEEN SILL BOTTOM AND TOP OF FOUNDATION. D. FRONT YARD SETBACK (min.) 20.0 NO CHANGE �^ DURING CONSTRUCTION OPERATIONS. CONTRACTOR SHALL WORK/ENIMATE OFF OF APPROVED TOWNSHIP PLANS FROM THE TOWN OF SMITHTOWN ALL SUBFLOORING,WALL AND ROOF SHEATHING SHALL BE EXTERIOR GRADE PLYWOOD. 5UBF1_OORING-3/41',WALL THE CONTRACTOR SHALL VI51T THE 51TE TO VERIFY ALL EXISTING CONDITIONS AND FAMILIARIZE THEMSELVES WITH THE SHEATHING-1/2",ROOF 5HEATHING-5/8 E. REAR YARD SETBACK (min.) 74. I ' N O CHANGE INTENT OF THE DRAWINGS.ANY DISCREPANCIES BETWEEN THE DRAWINGS AND THE EXISTING CONDITIONS MUST BE REPORTED TO THE ENGINEER OR OWNER PRIOR TO THE START OF CONSTRUCTION.THE CONTRACTOR SHALL INCLUDE IN THEIR WORK ALL BUILT-UP WOOD GIRDERS AND HEADERS SHALL NOT HAVE ANYSPLIT ON THE WIDE FACE OF ANY MEMBER GREATER E SIDE YARD SETBACK (min.) S•Y.# 1 7.2' 5.Y.# I NO CHANGE THE EFFECT OF ALL EXISTING CONDITIONS. THAN 112 TIMES THE WIDE FACE. S.Y.#2 86.3' S.Y.#2 NO CHANGE ALL EXPOSED WOOD FOR SOFFITS,OVERHANGS,ETC.SHALL BE APPROVED EXTERIOR GRADE.(PAINTED ALL SIDES AND ENDS) TOTAL 93.5' TOTAL NO CHANGE 5 ATE WORK ALL TIMBER CONNECTIONS SHALL BE MADE WITH JOIST HANGERS,FRAMING ANCHORS,OR RAFTER ANCHORS OF MINIMUM 18 THE CONTRACTOR SHALL STAKE AND LAY OUT ALL WORK AS SHOWN ON DRAWINGS AND VERIFY GAUGE PRIME GALVANIZED STEEL AS MANUFACTURED BY TECO OR SIMPSON. ALL GIVEN DATA PRIOR TO CONSTRUCTION. ALL TIMBER CONNECTIONS INCONTACT WITH ACQ PRESSURE TREATED LUMBER FOR EXTERIOR FRAMING.SHALL BE FASTENED THE CONTRACTOR SHALL(UNLESS OTHERWISE DIRECTED BY AS PER MANUFACTURERS RECOMENDED PASTEUR U51NG TYPE 304 OR 31 G STAINLESS STEEL CONECTOR5 AND FA5TERER5 .--� : :,■.. �. � :�, k OWNER)INCLUDE IN HIS/HER WORK THE REMOVAL OF ALL SHRUBS AND TREES WITHIN THE AREA ALL STRUCTURAL COMPOSITE LUMBER 15 TO BE MANUFACTURED DY TRU-JOIST T OF WORK,AND TRANSPLANTING OF SAME TO LOCATION(5)AS DIRECTED BY THE OWNER. 6" DIAMETER CORP.P.O.BOX GO 5015E IDAHO 83707 OR APPROVED EQUAL.ASSEMBLE AND. ►s: �•. o- �' THE CONTRACTOR SHALL EXERCISE GOOD JUDGMENT IN MINIMIZING DAMAGE TO EXISTING AREAS INSTALL AS PER MANUFACTURERS INSTRUCTIONS.MICROLAM(M.l.)TO BE E=1.9 AND FARALAM5(P.L. TO BE E=2.0 (INCLUDING LAWNS AND 5HRU8(5) ) t '" NAILING TO CONFORM TO SCHEDULE INDICATED IN THE 2020 NEWYORK STATE RESIDENTIAL CODE VARIOUS � 71 ALL EARTH/GRASS SURFACES DAMAGED OR DISTURBED DURING THE COURSE OF CONSTRUCTION CHAPTERS,AND AS RECOMMENDED BY THE METAL CONNECTOR MANUFACTURER.-SEE SHEET RC-2 FOR SCHEDULE Ir z SHALL BE RESTORED TO ORIGINAL CONDITION.WORK MAY INCLUDE NEW BACK FILL,TOPSOIL AND .` "". '`' REFLECTIVE WHITE w RE SEEDING WITH FERTILIZER TO MATCH EXISTING ADJACENT AREAS. }"r $ LEAVE i/16"SPACE AT ALL PLYWOOD PANEL END JOINTS AND I/8"5PACE AT ALL PANEL EDGE JOINTS. PROVIDE SOLID BLOCKING FROM TOP OF GIRDER OR FOUNDATION WALL TO THE UNDERSIDE OF FLOOR AT WOOD POSTS.ALL y �� . f" it 7 d y WOOD POSTS SHALL BE 4'X4"MINIMUM(UNLESS OTHERWISE NOTED) � t`'` �r v DEMOLITION , REFER TO CONSTRUCTION DOCUMENTS FOR SPECIFIC DEMOLITION LOCATIONS AND NOTES. MECHANICAL WHERE EXISTING WALL5 ARE SHOWN TO BE REMOVED AND/OR NEW OPENINGS ARE CALLED FOR IN EXISTING WALL5, ALL NEW MECHANICAL PIPINGIDUCTWORK DESIGN,EQUIPMENT AND INSTALLATIONS SHALL COMPLY WITH THE MINIMUM ?. ti N TOR SHALL BRAG SUPPORT ROOF CEILINGS AND/OR WALLS PRIOR TO REMOVAL OF EXISTING WALL5, REQUIREMENTS SET FORTH BY THE 2020 NEW YORK STATE RESIDENTIAL CODE(CHAPTER 12 THROUGH 2G) THEr� CONTRACTOR E/ , , `w CEILING JOISTS AND/OR ROOF RAFTERS AND TO MAINTAIN SUCH CONDITIONS)UNTIL NEW HEADERS,BEAMS OR WALLS FUEL GAS UNLESS OTHERWISE NOTED AND ALL LOCAL CODES AND ALL APPLICABLE A5HRAE AND 5MACNA STANDARDS ARE INSTALLED A5 SPECIFIED. THE HVAC CONTRACTOR SHALL VERIFY THE 51ZUEPTORMANCE Of THE EXISTING SYSTEM(5)AND CALCULATE THE NEW REQUIREMENTS TO DETERMINE IF THE EXISTING 5Y5TEM(5)WILL BE ADEQUATE TO ACCOMMODATE THE NEW ADDITION.IF THE " " "' -" "i THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR MAINTAINING THE STRUCTURAL INTEGRITY OF THE PROJECT AT ALL EXISTING 5Y5TEM(5)ARE NOT ADEQUATE,THE CONTRACTOR SHALL INCLUDE IN HIS/HER BID THE C05T OF EXPANDING THE TIMES. SYSTEMS)AS REQUIRED FOR PROPER PERFORMANCE. ► " - '''" �' t ',wr �'ama i� CLIENT APPROVALS ANY DISCREPANCIES RELATED TO THE DRAWINGS WITH THE ACTUAL STRUCTURAL CONDITIONS THAT EXI5T SHALL BE - r APPROVED BY: DATE: THE CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR MODIFICATIONS AND EXTENSIONS OF THE EXISTING HEATING r �` ti 0iC' REPORTED TO THE ENGINEER PRIOR TO COMMENCEMENT WITH SAID WORK. l2ss "� 1 ISSUED FOR CLIENT REVIEW 10/27/2021 SYSTEM INCLUDING RELOCATIONIREROUTING OF EXISTING PIPING/DUCTWORK,ETC. °,, �` ,r ;�,, " `�� " � .,�•-'" `� .�"°'`"� .`�- � '.. STROKE � °"' � THE CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR INSTALLATION OF NEW AIR CONDITIONING SYSTEM EQUIPMENT, The construction type ,--'"' .. '� 2 ISSUED FOR CLIENT REVIEW 11/10/2021 AT I N AND FOOTINGS DucrwoRK,DIFFuSERs;THERMOSTATS,ETC. 51TE LOCATION -��' " designation shall 6e - "` 3 ISSUED FOR CLIENT REVIEW 11/19/2021 EOUN O uir° "Ilnr sclll �'IV"or�V„ A"` t .. '"' to indicate the construction PRIOR TO EXCAVATING THE GENERAL CONTRACTOR IS TO LOCATE ALL UNDERGROUND UTILITIES(GAS,WATER. CONTRACTOR SHALL REMOVE EXISTING AND PROVIDE NEW PERIMETER BASEBOARD CONVECTORS(CONVECTOR TO BE SCALE: N T S classification of the 1 .»�-"` 4 ISSUED FOR CLIENT REVIEW 11/20/2021 ELECTRIC,SEPTIC,SEWER,ETC.)AND NOTIFY ENGINEER OF ANY CONFLICTS WITH PROPOSED WORK. SELECTED BY OWNER).CONTRACTOR TO PROVIDE NW PERIMETER BASEBOARD ON NEW ADDITIONS. structure under DESIGNATION FOR STRUCTURAL ISSUED FOR CLIENT REVIEW 12/3/2021 �� -'�' ` At zY, 5 CONTRACTOR TO PROVIDE UNDER COUNTER CONVECTORS IN KITCHEN AS REQUIRED, section 602 of the BCNYS COMPONENTS THAT ARE OF C '� ` FOUNDATIONS AND FOOTINGS SHALL COMPLY WITH THE MINIMUM REQUIREMENTS SET FORTH BY THE NEWYORK STATE A TRUSS TYPE CONSTRUCTION - 1 6 ISSUED FOR CLIENT REVIEW 12/13/2021 RESIDENTIAL CODE(2020),CHAPTER 4(INCLUDING,BUT NOT LIMITED TO REINFORCING,ETC.)UNLE55 OTHERWISE NOTED. ELECTRICAL D 1 � `V v1�/I N G L 1ST ■ "F" FLOOR FRAMING INCLUDING A ISSUED FOR CLIENT REVIEW 12/15/2021 FOOTINGS SHALL BEAR ON ACCEPTABLE UNDISTURBED 501L WITH A MINIMUM BEARING CAPACITY OF TWO THOUSAND ■ ■ GIRDERS AND WA■IS POUNDS PER SQUARE FOOT(VERIFY IN FIELD)AND SHALL EXTEND 3'-0"MIN.BELOW FINISHED GRADE. ALL ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH THE MINIMUM REQUIREMENTS SET FORTH BY THE S P- I SITE PLAN, FOUNDATION PLAN ■ ■ -- _- - TRUSS SIGN NOTES: 8 ISSUED FOR CLIENT REVIEW 3/7/2023 2020 NEWYORK STATE RESIDENTIAL CODE,PART VIH,CHAPTERS35 THROUGH 43,UNLE55 OTHERWISE NOTED, GENERAL NOTES "R" ROOF FRAMING 1.SIGNS SHALL BE PROVIDED IN NEWLY EXCAVATE AND BACK FILL IN A MANNER AND SEQUENCE THAT WILL PROVIDE PROPER DRAINAGE AT ALL TIMES. AND ALL LOCAL CODES AND/OR ALL REGULATIONS OF THE LOCAL UTILITY COMPANY. ALL MATERIALS AND EQUIPMENT BUILDING aFR FLOOR AND RC3CIF FRAMINGCONSTRUCTED BUILDINGS THAT UTILIZE 51TE FLAN 9 ISSUED FOR CLIENT REVIEW 3/13/2023 SHALL BEAR THE LABEL OR APPROVAL OF THE UNDERWRITERS LABORATORIES,INC. UNDERWRITER5'CERTIFICATION SHALL EX- I EXISTING FLOOR PLAINS STANDARDS AND CODES TRUSS TYPE CONSTRUCTION AND IN ISSUED FOR CLIENT REVIEW 3/29/2023 HAND TRIM FOUNDATION EXCAVATIONS TO FINAL GRADE JUST BEFORE CONCRETE 15 PLACED AND COMPACTED WITH BE DELIVERED TO THE OWNER BY THE GENERAL CONTRACTOR PRIOR TO FINAL ACCEPTANCE OF THE WORK. EXISTING BUILDINGS WHERE AN A HAND OPERATED PLATE TYPE COMPACTOR. A- I PROPOSED FLOOR PLANS ADDITION THAT EXTENDS OR INCREASES 5CALE: I - 20'-0" 11 ISSUED FOR CLIENT REVIEW 4/5/2023 THE CONTRACTOR SHALL VERIFY THE SIZE AND DETERMINE IF THE EXISTING ELECTRICAL SERVICE WILL BE ADEQUATE FOR EC- I ENERGY CODE DETAILS THE FLOOR AREA OF THE BUILDING FILL MATERIAL TO BE ACCEPTABLE SAND,GRAVEL OR COMBINATION OF BOTH WHICH MAY CONTAIN SMALL AMOUNTS NEW AND EXISTING LOADS COMBINED. IF SERVICE 15 NOT ADEQUATE,THE CONTRACTOR SHALL INCLUDE IN HI5/HER BID THE TRU55SIGN 5AMPLE UTILIZES TRUSS TYPE CONSTRUCTION. ) ISSUED FOR CLIENT REVIEW 5/25/2023 OF STONES OR PEBBLES OVER ONE INCH IN LARGEST DIMENSION,BUT NONE OVER TWO INCHES,BUT DOES NOT CONTAIN COST OF INCPEA51NG THE ELECTRICAL SERVICE ACCORDINGLY. RC- I NEW YORK STATE CODE DETAILS COp I L._ O UVO R K � CLAY,LOAM,ORGANIC MATERIAL,DEBRIS,AND FROZEN MATERIAL. SIGNS SHALL BE AFFIXED PRIOR TO THE ALL EXISTING WIRING AND OUTLET5 WHICH ARE REMOVED DUE TO DEMOLITION ARE TO BE HANDLED IN STRICT CONFORMITY KC-2 NEW YORK STATE CODE DETAILS PRE-ENGINEERED WOOD (P W) ISSUANCE OF A CERTIFICATE OF M0I5TURE/CONDITION FILL MATERIAL BY AERATING OR WATERING AND THOROUGHLY MIXING MATERIAL TO OBTAIN OCCUPANCY OR A CERTIFICATE OF 1 OPTIMUM MOISTURE CONTENT PERMITTING PROPER COMPACTION WITH THE NATIONAL ELECTRIC CODE(N.E.C.). LOCATION: "f" FLOOR FRAMING COMPLIANCE. ® BAS EIVI E NT INTERIOR ALTERATIONS SPREAD ACCEPTABLE FILL MATERIAL UNIFORMLY IN LAYERS NOT GREATER THAN EIGHT INCHES OF L005E THICKNESS BATTERY APPROVED E/HEAT DETECTORS INDICATED THE DRAWINGS ARE TO BE WIRED INTO THE ELECTRICAL SYSTEM. 2. USS SIGNS SIGN SIGNSNS IDENTIFYING THE EXISTENCE OF OVER ENTIRE FILL AREA. BATTERY OPERATEDTED D DETECTORS ARE NOT ACCEPTABLE.E. TRUSS CONSTRUCTION SHALL CONSIST OF USE HAND TAMPERS OR VIBRATING COMPACTORS AT FOUNDATION WALLS,RETAINING IVALL5 OR 51MILAR LOCATIONS. ALL WIRING SHALL BE MINIMUM#12 AND#14(AS REQUIRED)COPPER. NO ALUMINUM WIRE WILL BE PERMITTED, A CIRCLE 6 INCHES IN DIAMETER,WITH A DO NOT USE LARGE ROLLING EQUIPMENT ADJACENT TO FOUNDATION AND RETAINING WALLS. STROKE WIDTH OF V2 INCH.THE SIGN REVISIONS & DRAWING ISSUE : CONVENIENCE DUPLEX RECEPTACLES SHALL BE 15 AMP, 125 VOLT,2 POLE,3 WIRE,GROUNDING TYPE. PROVIDE GROUND BACKGROUND SHALL BE REFLECTIVE DO NOT BACK FILL AND COMPACT AGAINST FOUNDATION AND RETAINING WALL5 UNTIL CONCRETE HAS REACHED FAULT RECEPTACLES WHERE REQUIRED BY THE N.E,C.AT ALL"WET"AREAS. WHITE IN COLOR.THE CIRCLE AND ISSUED FOR CLIENT REVIEW 6/14/2023 DE51GN STRENGTH AND WALLS ARE PROPERLY BRACED BY ADJACENT CONSTRUCTION OR TEMPORARY MEANS CONTENTS SHALL BE REFLECTIVE RED IN ACCEPTABLE AND APPROVED BY THE ENGINEER. ALL NEW INTERIOR/EXTERIOR LIGHTING FIXTURES WILL BE PROVIDED BY THE OWNER. CONTRACTOR 15 RESPONSIBLE FOR COLOR,CONFORMING TO PANTONE 2 ISSUED TO GC 8/14/2023 INSTALLATION, MATCHING SYSTEM(PMS)#187.WHERE A 3 &FIELD CHANGES 10/10/2024 COMPACT SUB GRADES WITH A VIBRATORY ROLLER. SIGN IS DIRECTLY APPLIED TO A DOOR OR PROVIDE POWER.RECEPTACLES AS REQUIRED FOR APPLIANCES A55HOWN.COORDINATE EXACT LOCATIONS WITH OWNER SIDELIGHT,IT MAY BE A PERMANENT 4 SOIL COMPACTIONS AND DENSITIES SHALL COMPLY WITH THE REQUIREMENTS OF 202C NY5RC.COMPACT PRIOR TO INSTALLATION. NON-FADING STICKER OR DECAL.SIGNS UNDER SLABS,FOUNDATIONS,AND FOOTINGS AT ONE HUNDRED PERCENT OF MAXIMUM DENSITY. COMPACT BACK FILL NOT DIRECTLY APPLIED TO DOORS OR 5 AT WALLS,EMBANKMENTS,AND UNDER PAVED AREAS AT NINETY PERCENT OF MAXIMUM DENSITY. PLUMBING NON FIGHTS SHALL WEATHER RESISTANT 6 7 ALL PLUMBING MATERIALS AND INSTALLATIONS SHALL COMPLY WITH THE MINIMUM REQUIREMENTS SET FORTH BY THE RESIDENTIAL CODE OF NEW YORK STATE - TABLE R 301.2 (1) MATERIAL. 5TRU CTU RAL STEEL 2020 NEW YORK STATE RESIDENTIAL CODE,PART VII,PLUMBING-CHAPTERS 27 THROUGH 32,UNLESS g OTHERWISE NOTED.ALL NEW PLUMBING FIXTURES COMPLETE WITH RELATED FAUCETS AND ACCESSORIES SHALL BE PROVIDED GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD AIR MEAN STRUCTURAL STEEL SHALL COMPLY WITH THE MINIMUM REQUIREMENT5 SET FORTH BY THE INTERNATIONAL BUILDING CODE BY THE OWNER WITH THE CONTRACTOR RESPONSIBLE FOR COMPLETE INSTALLATION AND CONNECTIONS. FLOOD 9 CHAPTER 22,AND/OR THE 2020 NEW YORK STATE RESIDENTIAL CODE SNOW NEW WATER PIPING SHALL BE TYPE T'COPPER DESIGN DESIGN UNDERLAYMENT FREEZING ANNUAL ,HARD TEMPERED WITH DIELECTRIC UNIONS. LOAD SPEED MPH TOPOGRAPHIC SPECIAL WIND WINDBORNE HAZARDS ALL STRUCTURAL STEEL SHALL BE ASTM A3G AND CONFORM TO THE RECOMMENDATIONS OF THE AMERICAN INSTITUTE OF (MPH) CATEGORY WEATHERING FROST LINE DEPTH TERMITE EFFECTS REGION DEBRIS ZONE TEMP. REQUIRED INDEX TEMP Al STEEL CONSTRUCTION(AI5C).STEEL TUBES SHALL BE A5TM A500 GRADE B. REFER TO DRAWINGS FOR LOCATION OF NEW ROOF VENT STACK.COLOR OF PENETRATING STACK,ROOF JACK AND MIN 3'-0" BELOW MODERATE DATE OF CURRENT Al FLASHING SHALL BE BLACK OR BROWN To MATCH ROOFING COLOR. 30 130 MPH NO NO NO C SEVERE 11 o F YES EFFECTIVE FLOOD 1500 or LESS 52.70 Al ALL CONNECTIONS SHALL BE MADE WITH 3/4"DIAMETER COMMON BOLTS OR WELDS BY A QUALIFIED WELDER U51NG E-70XX FINISHED GRADE TO HEAVY INSURANCE RATE ELECTRODES. ALL PIPING EXPOSED TO THE ELEMENTS SHALL BE INSULATED INCLUDING PIPING LOCATED IN EXTERIOR WALL5. MAP 9/25/2099 Al ANCHOR PIPE COLUMNS TO FOUNDATIONS WITH TWO 3/4"DIAMETER BOLTS EMBEDDED P-4"MINIMUM INTO CONCRETE. USE CONTRACTOR TO VERIFY THE 51ZE OF EXISTING DOMESTIC HOT WATER SYSTEM AND DETERMINE IF THE EXISTING SYSTEM WILL TABLE R402.1.2 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT (2020 NYS RESIDENTIAL CODE+RESCHECK) 1 STEEL SHIMS AND NON SHRINK GROUT TO ADJUST HEIGHT. BE ADEQUATE FOR NEW AND EXISTING LOADS COMBINED, IF SYSTEM 15 NOT ADEQUATE,THE CONTRACTOR SHALL INCLUDE IN H15/HER BID THE COST OF EXPANDING SAID SYSTEM ACCORDINGLY,AS REQUIRED FOR PROPER PERFORMANCE. GLAZED MASS BASEMENT SLAB CLIMATE ZONE FENESTRATION SKYLIGHT CEILING WOOD FRAME FLOOR CRAWL SPACE PROJECT TITLE: TORRES ESTRELLA RESIDENCE REINIFORCED CONCRETE U-FACTOR FENESTRATION WALL WALL R-VALUE E I N 15 H WORK U-FACTOR SHGC R-VALUE WALL R-VALUE R-VALUE R-VALUE WALL R-VALUE CONCRETE SHALL COMPLY WITH THE MINIMUM REQUIREMENTS SET FORTH BY THE RESIDENTIAL NEW YORK STATE R-VALUE & DEPTH ENGINEER SEAL: DATE: l0/19OTE RESIDENTIAL CODE(2020),CHAPTER 4,UNLE55 OTHERWISE NOTED, SCALE: D.G.NOTED ALL FINISH WORK SHALL COMPLY WITH THE MINIMUM REQUIREMENTS SET FORTH BY THE 2020 NEW YORK STATE RESIDENTIAL CODE,PART VIII,CHAPTER 7-WALL COVERINGS,UNLE55 OTHERWISE NOTED. REQUIRED 4A 0.32 0.55 0.40 R-49 20 or 13+5 8/13 19 10/13 10/2FT. 10/13 DRAWN D B D. ALL CONCRETE WORK SHALL CONFORM TO APPLICABLE RECOMMENDATIONS OF THE AMERICAN CHECKED BY: T.D.R. CONCRETE INSTITUTES(ACq• ALL TRIM WORK AND FINISHES ON EXISTING REMAINING WALLS,SHALL BE REMOVED BY CONTRACTOR,INCLUDING,BUT NOT DRAWING NO: ALL CONCRETE SHALL BE STONE CONCRETE(3/4"COARSE AGGREGATE)HAVING A MINIMUM LIMITED TO PANELING,WALL PAPER AND BASE,WINDOW,DOOR€CROWN MOLDINGS AND TRIM.ALL EXISTING WALLS TO PROPOSED 4A 0 R_21 N/A R-21. N/A N/A N/A 1 REMAIN SHALL BE RESTORED TO"A5 NEW PLASTER"FIN15H.WORK MAY INCLUDE BUT NOT BE LIMITED TO TAPE AND .30 N/A 0.30 N/A STRENGTH OF 3000 PSI AT TWENTY-EIGHT DAYS EXCEPT SLABS ON GRADE WHICH SHALL HAVE SPACKLE REPAIRS,EXISTING GYPSUM WALLBOARD REMOVAL AND REPLACEMENT,AND NEW GYPSUM WALLBOARD CLADDING SPRAY FOAM - A MINIMUM STRENGTH OF 4000 P51 AT TWENTY-EIGHT DAYS. OVER EXISTING WALLS,ALL NEW AND EXISTING WALL5 SHALL BE TAPED,5PACKLED,PREPPED AND READY FOR NEW PAINT AND/OR CERAMIC TILE FINISHES. WINDOW: 'ANDERSEN' STORMWATCH PROTECTION ENERGY PATH: 'PRESCRIPTIVE' 17 / REINFORCING BAR5 SHALL CONFORM TO THE REQUIREMENTS 05 ASTM G 15 FOR GRADE GO,BE CONTINUOUS AND HAVE MINIMUM LAPS OF FORTY DIAMETERS. FLOOR FIN15HE5 THROUGHOUT ENTIRE EXISTING HOUSE,INCLUCIN6 BUT NOT LIMITED TO CARPET AND CERAMIC TILE TO BE SERIES W/LOW-E4-SIMULATED sp- I 2020 NYS RESIDENTIAL CODE �/, .�4 ` REMOVED.NEW FLOOR FINISHES TO BE SELECTED BY OWNER.COORDINATE RESPONSIBILITIES OF FURN15HMENT AND )t WELDED WIRE FABRIC(WWF)SHALL CONFORM TO THE REQUIREMENTS OF ASTM A 185,FLAT INSTALLMENT WITH OWNER. 5HEET5 ONLY. r~ d DRAWING TITLE: ALL FINISHES IN BATHROOMS AND POWDER ROOM SHALL BE SELECTED BY OWNER.COORDINATE RESPONSIBILITIES OF FUKNI5HMENT AND INSTALLMENT WITH OWNER. { � SITE PLAN, ZONING & ELEVATIONS ARE ARTISTIC CONCEPTIONS ONLY.HOMEOWNER 5dALL REFER TO THE SIGNED CONTRACT FOR SPECIFIC FINISH .P S`•`�C��" GENERAL NOTES MATERIALS PROVIDED BY THE CONTRACTOR. TORRES ESTRELLA RESIDENCE �r I 4-TORRES ESTRELLA* RESIDENCE 1385 PIKE STREET MATTITUCK,NY 11952 TOWN OF SOUTHOLD SUFFOLK COUNTY A R31 1 .7.5. 1 STAIR RISERS A-I THE RISER HEIGHT SHALL BE NOT EX_WINDOW MORE THAN �4'. THE RISER SHALL THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — — — — — — — — — — EX. WINDOW EX. WINDOW EX. WINDOW PREPARED BY THE ENGINEER FOR THIS PROJECT ARE BE MEASURED VERTICALLY BETWEEN INSTRUMENTS OF THE ENGINEERS SERVICE FOR USE SOLELY LEADING EDGES OF THE ADJACENT I WITH RESPECT TO THIS PROJECT AND UNLESS OTHERWISE EX. OVER HEAD GARAGE DOOR WASTE TREADS. PROVIDED THE ENGINEER SHALL BE DEEMED THE AUTHOR OF TYPICAL FOUNDATION I THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, I i LINE n R3 1 1 .7.5.2 STAIR TREADS STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE WALL CONSTRUCTION: I SHWR THE TREAD DEPTH SHALL BE NOT COPYRIGHT. THE OWNER SHALL BE PERMITTED TO RETAIN I I 8" C.M.U. WALL z I HW/TUB 36„�� LE55 THAN 3". THE TREAD DEPTH I COPIES OF THE ENGINEERS DRAWINGS,SPECIFICATIONS AND SHALL BE MEASURED HORIZONTALLY OTHER DOCUMENTS FOR INFORMATION AND REFERENCE IN I I I EX. 2xG C.J.@ I G" Q.C. CONNECTION WITH THE OWNERS USE AND OCCUPANCY OF THE U I I v VENTED TO O BETWEEN THE VERTICAL PLANES OF PROJECT. THE ENGINEERS DRAWTNGS,SPECIFICATIONS AND EXTERIOR p Io THE FOREMOST PROJECTION OF OTHER DOCUMENTS SHALL NOT BE USED BY THE OWNER OR Iz o BED ROOM #2 ADJACENT TREADS * AT A RIGHT OTHERS ON OTI IER PROJECTS FOR ADDITIONS TO THIS PROJECT BEDROOM # I o ANGLE TO THE TREADS LEADING OR FOR COMPLETION OF THIS PROJECT FOR OTHERS WITHOUT o BATH WOOD FLOOR WRITTEN CONSENT FROM ENGINEER. Ix z WOOD FLOOR FLAT CEILING z EDGE. — TILE FLOOR _ — +�� IW FLAT CEILING Off' >- NOTE: co TO BE I "' NOTE: ti CL �� w WINDOW TO MEET N N I TYPICAL CEILING +6 EGRESS REQUIREMENTS I CAR GARAGE REMOVED ® NOT BE MORE THAN 44" w NOTE: W I HEIGHT 8'-4'/4" S.D. S.D. ABOVE FINISHED FLOOR d► THOMAS D. REILLY P.E. 5 O RAISED FLOOR TYPICAL CEILING �WATER� TIMBER L — — — — U IN CLOSET COLUMN HEIGHT 7-5" `FILTER/ c,� F- hALL 0 (MIN. G'-8" 4 BEZEL LANE TO BE SLAB TO B.O. 5"0 � � I +�� I� � 2 � ABOVE I ey+ SMITHTOWN,NY 11787 REMOVED JOISTS TIMBER L ® — EACH RISER FULL HEIGHT PHONE(631)724.5740 (2)2x 10 GRDR_.(FLU5H) _ _ _ _ (2)2x 10_GRDR.(FL_U5H) - COLUMN - - L — — — — — _ _ C.O., �� REQUIRED) CABINET _ _ _ _ EMAIL:TDRPE a TDRPE.COM 2 OPENING SUSPEONSDED I ATTIC CL N I o -5TOOP- WITH STEEL III I I Q L — J I PULLDOWN 3G" REF. ` I o +6 +�0 uu-- a' TURNBUCKLE 1� 1 L U Q I — NOTES: z _ DN U U I NEW OPENING y i OPENING STAIRCASE o �I o LIVING ROOM TOOL ROOM I n WOOD FLOOR �'I I KITCHEN o " I z I I WO F LOOP, �I � � � UN-FINISHED FLAT CEILING OD I � N zII N x STORAGE ROOM wI t5 0 w zII I EX. 2xG C.J.@ I G"O.C. "-'I I SINK RANGE i � I all &5A I - - - -- - D/w� I UPPER CAB NETS CAB.i CAB. - - - - - - - - - - - - - - - - - - - - -� �� EX. WINDOW I L - - - - _ _ - - - - _ - - - - � STEPDN EX. WINDOW EX. WINDOW A -PORTICO^ A_I DN ILI I - - - I EX15TING fOUNDATION PLAN N O RT H EX15TI NG f I R5T ff LOOK PLAN N O PT h 5CALE: Y4" = I '-0" SCALE: Y4" = I '-OI' CLIENT APPROVALS APPROVED BY: DATE: DEMOLITION NOTES : 1 ISSUED FOR CLIENT REVIEW 10/27/2021 2 ISSUED FOR CLIENT REVIEW 11/10/2021 — — — — — — — — — — 3 ISSUED FOR CLIENT REVIEW 11/19/2021 1. ALL NECESSARY DEMOLITION AND REMOVALS F. UNCOVERING, INSPECTION AND REPLACEMENT (IF LEGEND r - �� REQUIRED FOR THE EXECUTION OF THE WORK SHALL NECESSARY OF BELOW GRADE PERIMITER FOOTING I I I I I I 4 ISSUED FOR CLIENT REVIEW 1 1/3/202 1 1 Q ) i I EX. 2xG R.R.@ I G O.C. EX. 2x6 .R.@ I G" O.C. I I I I lliz ISSUED FOR CLIENT REVIEW BE PERFORMED BY THE G.C. AS PART OF THE DRAINAGE SYSTEM. _ — = EXISTING WALL OR PARTITION TO 13E REMOVED s ]2/3/2021 CONTRACT, AND AS DESCRIBED IN, OR REASONABLY EXISTING WALL OR PARTITION TO REMAIN I I I I I I .40I I 6 ISSUED FOR CLIENT REVIEW 12/13/2021 2. THE G.C. SHALL TAKE EVERY PRECAUTION AND I I I I I I I I 7 INFERRED FROM THE DRAWINGS AND THESE NOTES NEW EXTERIOR WALL CONSISTING Oft'GYPSUM BOARD, I I EX. 2x6 C.J.@ I G" O.C. I I I I o ISSUED FOR CLIENT REVIEW 12ns/2o21 I I EXERCISE GREAT CARE SO AS NOT TO DAMAGE 2"X 4"WOOD STUDS(I G"O.C.),Y"BATT INSULATION AND SPECIFICATIONS. THE SCOPE OF WORK SHALL (PI I5),/�" EXTERIOR PLYWOOD SHEATHING,TYVEK HOUSE I I L _ _ I I I I 8 ISSUED FOR CLIENT REVIEW 3/7/2023 EXISTING WORK TO REMAIN. WRAP AND HORIZONTAL SIDING.(COLOR AND STYLE TO BE INCLUDE, BUT NOT NECESSARILY BE LIMITED TO: SELECTED IO OWNER) I I I I I I I I 9 ISSUED FOR CLIENT REVIEW 3/13/2023 NEW INTERIOR PARTITION CONSISTING OF 2"X 4"WOOD STUDS 3. THE WORK OF DEMOLITION SHALL BE CARRIED ON (I G"O.C.)WITH/2"GYPSUM BOARD EACH SIDE FROM FLOOR TO I °� I I ISSUED FOR CLIENT REVIEW 3/29/2023 UNDERSIDE OF STRUCTURE ABOVE I /� JP I I I I C2 I A. REMOVE PART OF THE EXISTING HOUSE INCLUDING IN A MANNER THAT WILL INSURE AGAINST INJURY OR I I I I I I `° I I i 1 ISSUED FOR CLIENT REVIEW a/s/2o23 CONTP,TO REMOVE EXISTING DOOR / WINDOW AND FRAME. N ROOF PORTION; WALLS; EXTERIOR FOOTINGS DECKS DAMAGE, WHICH MIGHT OCCUR FROM FALLING DEBRIS CLCSE EXISTING OPENING WITH MATERIALS TO MATCH AND I I `� _ A x I I ISSUED FOR CLIENT REVIEW 5/25/2023 � � � ALIGN WITH EXISTING ADJACENT. I w AND STAIRS; WINDOWS; ETC., ALL AS NECESSARY TO OR OTHER CAUSES. THE G.C. SHALL TAKE EVERY o o EXISTING DOOR AND FRAME TO BE REMOVED I I Lu i 3 ACHIEVE INTENDED DESIGN. PRECAUTION TO GUARD AGAINST STRUCTURAL I � — — ' MOVEMENT, SETTLEMENT OR COLLAPSE. ERECT ° I EXISTING DOOR AND FRAME TO REMAIN I N 2x8 RIDGE B. CAREFULLY EXCAVATE EARTH FOR NEW FOOTINGS SHORING WHEREVER NECESSARY TO SUPPORT L_ — — — _ _ _ _ _ _ — _ _ _ _ _ _ _ _ _ _ w - - - - - -- -_— u — � II FOUNDATION WALLS, FOOTING DRAINS, AND SANITARY EXISTING OR NEW WORK. G.C. SHALL BE RESPONSIBLE I AATTICCCESS u � rF F-I�7t rl SYSTEM. LOCATE, AND PROTECT FROM DAMAGE, FOR SAME, AND SHALL PROMPTLY REPAIR DAMAGE. I I /� I I x III �� I I I I I i REVISIONS & DRAWING ISSUE : NEW DOOR AND FRAME I I I Lu I I I I I I I I EXISTING PIPING SERVICES (WATER, WASTE,POWER, _ _ J %1� 1 L I � I I 1 ISSUED FOR CLIENT REVIEW 6/14/2023 ETC.) HAND DIG USING SHOVELS WHERE NECESSARY 4. REMOVE ALL DEBRIS EXPEDITIOUSLY AS THE WORK N I I — — — — — — — — — — — — ' TO THE SATISFACTION OF THE OWNER I LI- 2 ISSUED To GC 8/14/2023 TO PREVENT DAMAGE. PROGRESSES, i 100 —HIP ROOF I 3 Q FIELD CHANGES 10/10/2024 AND/OR THE ARCHITECT. NO REMOVALS SHALL BE I EX. 2xG C.J.@ I G" O.C. " I C. REMOVE EXISTING SHRUBBERY AND TREES THAT STORED IN THE STREET, STORE REMOVALS ON THE o5D INDI°AYES HAR°WIRE°.INTER°°NNECTED SMOKE DETECTORS O EX R.R. 4 I I I ��` � I S INTERFERE WITH THE WORK OF THE PROJECT. PROPERTY, IN A LOCATION THAT IS APPROVED BY THE OCM INDICATES HARD WIRED CARBON MONOXIDE DETECTOR �II Q CI n COORDINATE WITH OWNER PRIOR TO COMMENCEMENT OWNER. OF WORK FOR EXISTING LANDSCAPING TO REMAIN. I I I I x I I 7 WALK THE PROPERTY WITH OWNER AND REPLANT ANY 5. G.C. SHALL REPAIR, AT HIS OWN EXPENSE, ANY I I EX. 2xG R.R.@ I G" O.G. EX. 2xG R.R.@ I G" O.C. i N I s DAMAGE DONE TO THE PROPERTY OF THE OWNER THE I I W I 9 SHRUBBERY OR TREES THAT ARE TO BE SAVED. NEIGHBORING PROOPERTIES, OR ANY AREAS ON OR OFF I I I D. FURNISH AND INSTALL NEW CLEAN FILL AS THE PROPERTY BY REASONS OF ANY CONTRACTOR'S I I — — — — — — — — — — — — — — — — — — — — — REQUIRED. BACKFILL FOR ALL EXCAVATION AND WORK HEREUNDER. LL =__ _ _____ SITEWORK. REGRADE TO FINISHED GRADES INDICATED I -PoRbCo- I �3 ON ENGINEERING DRAWING, AND TO ALLOW FOR 6. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS � PROPER DRAINAGE OF ROOF AND PROPERTY, AND ACTUAL QUANTITIES PRIOR TO DEMOLITION WORK' N O R T H PROJECT TITLE: TORRES ESTRELLA RESIDENCE E. FURNISH AND INSTALL TEMPORARY PROTECTION 7, CONTRACTOR SHALL INTERFACE WITH UTILITY EX15TING ROOf FLAN ENGINEER SEAL: DATE: 10/19/2021 (SUCH AS HEAVY DUTY VISQUINE PLASTIC SHEETS, COMPANIES INVOLVING POWER GAS WATER SEWER SCALE: AS NOTED TAPED MASONITE PANELS ETC.) TO PREVENT ' ' ' SCALE: 4" = I '-O" DRAWN D.G. ETC. REQUIRED TO SHUT DOWN OR DISCONNECT cHCHECKEDD B BY: T.D.R. INFILTRATION OF DUST AND DEBRIS INTO AREAS NOT UTILITIES OR TO EXECUTE DEMOLITION WORK SHOWN 10 DRAWING NO: DESIGNATED FOR WORK. NONTE THAT EXISTING ON THESE DRAWINGS. == 11 AREAS THAT ARE TO REMAIN SHOULD BE SUFFICIENTLY PROTECTED DURING ROOF REMOVAL TO 'f ' EA 8. CONTRACTOR TO PROVIDE ALL REQUIRED SHORING AVIOD DAMAGE. AND PROTECTION OF ALL WORK. SJi f• t` I.J l DRAWING TITLE 9. DEMOLITION SHALL INCLUDE COMPLETE EXISTING FLOOR PLANS DISMANTLING, REMOVAL AND DISPOSAL OF ALL DEMOLISHED MATERIAL. TORRES ESTRELLA RESIDENCE 1 *TORRES ESTRELLA* RESIDENCE 1385 PIKE STREET MATTITUCK,NY 11952 TOWN OF SOUTHOLD SUFFOLK COUNTY THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ENGINEER FOR THIS PROJECT ARE INSTRUMENTS OF THE ENGINEERS SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT AND UNLESS OTHERWISE PROVIDED THE ENGINEER SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, R3D5. 1 CEILING HEIGHT: STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE HABITABLE SPACE, HALLWAYS PORTIONS COPYRIGI IT. THE OWNER SHALL BE PERMITTED TO RETAIN OF BASEMENTS CONTAINING THESE 5PACE5 COPIES OF THE ENGINEERS DRAWINGS,SPECIFICATIONS AND SHALL HAVE A CEILING HEIGHT OF NOT LESS OTHER DOCUMENTS FOR INFORMATION AND REFERENCE IN CONNECTION WITH THE OWNERS USE AND OCCUPANCY OF THE THAN 7-0". BATHROOMS, TOILET ROOMS t PROJECT. THE ENGINEERS DRAWINGS,SPECIFICATIONSAND 1 , LAUNDRY ROOMS SHALL HAVE A CEILING OTHER DOCUMENTS SHALL NOT BE USED BY THE OWNER OR 2 HEIGHT OF NOT LE55 THAN G-8" OTHERS ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT FOR OTHERS WITHOUT 1 R305. 1 . 1 BASEMENT CEILING HEIGHT: WRITTEN CONSENT FROM ENGINEER. 23'-82" _ PORTIONS OF BASEMENTS THAT DO NOT PATCH WINDOW VENT TO CONTAIN HABITABLE SPACE OR HALLWAYS TOP of RIDGE(+I G-2") EXISTING AS REQ'D SHALL HAVE A CEILING HEIGHT OF NOT LESS - - 2x8RIDGE - - - - - - - - - - - - - - - - - - A_I - - - - - - EXTERIOR THANE'-8" r = .. EXCEPTION: AT BEAMS, GIRDERS, DUCTS LEGEND I - - - _ - (2)13/4"x 7Yz° M.L. ° ' I ® THOMAS D. REILLY P.E. � OR OTHER OBSTRUCTIONS, THE CEILING WASTE HEIGHT SHALL BE NOT LESS THAN G'-4" C = _ EXISTING WALL OR PARTITION TO BE REMOVED GZ NOTE: LINE / I FROM THE FINISHED FLOOR. 4 BEZEL LANE 12 12 I F�, 'P '+� �� G.C. TO SUMP j5h SMITHTOWN,NY 11787 PROVIDE NEW 1TYPICAL WALLEXISTING WALL OP,PARTITION TO REMAIN ROOF CONSTRUCTION: II I 'S K PUMP DRY PHONE(631)724.5740 SUMP PUMP AS \ SHWR. CONSTRUCTION: EXIST. 2xG R.R. @ I G" O.C. ATTIC I I G'-21" REQUIRED NEW EXTERIOR WALL CONSISTING OFJ�z'GYPSUM BOARD, 2 I 2x4 WALL STUDS R3 I I .7.5.I STAIR RISERS EMAIL:TDRPECTDRPE.COM 2"X 4"WOOD STUDS(I G"O.C.),3Yz BATT INSULATION Y2' CDX PLYWOOD SHEATHING UN-FINISHED I M 5'-7" v @ I G" O.C. THE RISER HEIGHT SHALL BE NOT (RI 5),Y EXTERIOR PLYWOOD SHEATHING,TYVEK HOUSE �j n�� WRAP AND HORIZONTAL SIDING.(COLOR AND STYLE TO DE 7 4 o ACQ. SILL PLATE MORE THAN U'4'. THE RISER SHALL sELEcr_D BY OWNER) ASPHALT ROOF SHINGLES I O EXTERIOR `—° - LAUNDRY Iz 1/2"GYPSUM BOARD BE MEASURED VERTICALLY BETWEEN NOTES: EXISTING 2xG ( — BATH cad " NEW INTERIOR PARTITION CONSISTING OF 2"X 4"WOOD STUDS � , TILE FLOOR I I AIR SPACE LEADING EDGES OF THE ADJACENT C.J.@ I G" O.C. _ TILE FLR IL R-2 1 SPRAY FOAM INSULATION TREADS. (I G"O.C.)WITHYz"GYPSUM BOARD EACH SIDE FROM FLOOR TO I RECREATION I N ROOM � -� � X UNDER5IDE OF STRUCTURE ABOVE TOP of I ST_FLR PLATE (+8'-5") I - GARAGE CONVERSION TO HABITABLE SPACE `o I NOTE: R3 I 1 .7.5.2 STAIR TREADS - CONTRTO REMOVE EXISTING DOOR / WINDOW AND FRAME. L 0 x cLosE EXISTING OPENING WITH MATERIALS TO MATCH AND ALUMINUM GUTTERS ICO N R T3BATT SOUND THE TREAD DEPTH SHALL BE NOT x c'¢ I INSULATION IN ALL NEW LE55 THAN 9". THE TREAD DEPTH ALIGN V✓ITH EXISTING ADJACENT. - (V 0 LAV X TOP of WINDOW(+G-8 A.F.F.) I _ Q Gas L I BATHROOM WALLS TYP. SHALL BE MEASURED HORIZONTALLY EXISTING DOOR AND FRAME To BE REMOVED T— I ih I BETWEEN THE VERTICAL PLANES OF TYPICAL EXIST. EXTERIOR WALL I CONSTRUCTION: ( - EX. 5"O - L -I N EX YO `r I THE FOREMOST PROJECTION OF 2x4 WALL STUDS @ I G" O.C. 1 5-4- cal w BEDROOM #2 CL. I.. IM -IN S D. en ADJACENT TREADS AT A RIGHT %n Y2 CDX PLYWOOD SHEATHING in= KITCHEN I 2 COLUMN TIMBER I ANGLE TO THE TREADS LEADING EXISTING DOOR AND FRAME TO REMAIN OVER'TYVEK' HOUSE WRAP cp= I C O COLUM 36"TALL NEW EDGE. RAISED FLOOR STAIRCASE L — — CEDAR SHAKE SIDING ~ I _ EX. (2)2 10 GRDR,(FLU-9H) _ _ _ E . (2 2x 10 GR_DR.(FLU5H) - RAILING _ — g IN CLOSET TO ALLOW - - — R3 I I .7.2 HEADROOM:(STAIRS) R-1 GYP. BOARD-INTERIOR L ADEQUATE HEIGHT I SPLAY LG. _ _ I THE HEADROOM IN STAIRWAYS R-13 BAIT. INSULATION POST TURN _ ABOVE ~ r NEW DOOR AND FRAME ABOVE STAIRS- I BUCKLE ABOVE G� AS REQ'D � oI I I I � = I � I SHALL BE NOT LESS THAN G'-8'. EXISTING 2x8 MAINTAIN G'-8" MIN. I TO REMAIN �+ POST I I I I I Q I I MEASURED VERTICALLY FROM THE F.J.@ I G" O C ABOVE EACH TREAD ABOVE Q > L — J ( 5LOPED LINE ADJOINING THE TREAD TOP of EX. FIRST 5UBFLOOR (0'-0") I -I z I NOSING OR FROM THE FLOOR eN DOUBLE F.J. I I SURFACE OF THE LANDING OR NOTE: a ADD U - RELOCATE PLATFORM ON THAT PORTION OF PROVIDE R-21 I RETAINING O m 10'-2" 4'-9" II OsD INDICATES HARD WIRED,INTERCONNECTED SMOKE DETecroRs ALL INSULATION TO BE INSTALLED AS (2)2x 10 - TOOL BENCH L- J THE STAIRWAY. PER MANUFACTURERS INSTRUCTIONS GATT. INSULATION GRDR. EX. GRADE I WELL AS _IN HALL OCM INDICATES HARD WIRED CARBON MONOXIDE DETECTOR NOTE: NEEDED _ - 1 �1 MECH. STORAGE TYPICAL WALL d L m PROVIDE (I) LAYERS OF SEE AIR SEALING REQUIREMENTS - CONSTRUCTION: O _ J o ROOM I 5/8"TYPE "x G.W.B ON NOTE: ON EC-I SHEET EX. 5"O n L m u WALLS CEILINGS GENERAL CONTRACTOR IS TO FIELD VERIFY ALL SITE BATH HALL 2x4 WALL STUDS _z 0 STORAGE I COMMON TO HOUSE CONDITIONS AND EXISTING DIMENSIONS Of STRUCTURE, TIMBER @ I G" O.C. � � c� AND NOTIFY ENGINEER OF ANY D15CREPANCIE5 PRIOR TO COLUMN 1 ACC. SILL PLATE � � X I�� O p • �O NOTE: THE COMMENCEMENT OF WORK. 112" GYPSUM BOARD L 14-92 4„ �j 1 3'-10" njq I PROVIDE ACCESS • I" AIR SPACE PO5T @� _ I PANELS TO X EXIST. P.C. SLAB R-21 SPRAY FOAM I ABOVE 1 R\ I (GASI UTILITIES AS EX. GRADE INSULATION NECESSARY �- — J I TYPICAL WALL PROVIDE 31, _ _ _ _ _ _ _ _ A CONSTRUCTION: HOUR SELF L - (- J 2x4 WALL STUDS CLOSING FIRE CLIENT APPROVALS CR055 SECTION 'A-A' I I I I A-I @ I G"O.C. RATED DOOR ACC. SILL PLATE APPROVED BY: DATE: 1/2" GYPSUM BOARD 1 ISSUED FOR CLIENT REVIEW 10/27/2021 SCALE: �^11 _ I I-011 I I R-21RSPRAY FOAM INSULATION SPACE 2 ISSUED FOR CLIENT REVIEW 11/10/2021 `t I I 3 ISSUED FOR CLIENT REVIEW 11/19/2021 — — — 4 ISSUED FOR CLIENT REVIEW 11/20/2021 FROP05ED FOUNDATION FLAN EttJ NORTH 5 ISSUED FOR CLIENT REVIEW 12/3/2021 4" VENT THROUGH � 6 ISSUED FOR CLIENT REVIEW 12/13/2021 ROOF 7 ROOF (V.T.R.) ISSUED FOR CLIENT REVIEW 12/15/2021 kE11 E3201T7-SIZZE O,F TRAPS_FOR PLUF O W6 FIxTU ES? SCALE: /411 = I 1-011 g ISSUED FOR CLIENT REVIEW 3/7/2023 r 9 ISSUED FOR CLIENT REVIEW 3/13/2023 aka«-sfzt- 2_ „� 2� .1- ISSUED FOR CLIENT REVIEW 3/29/2023 1fllll"�IyI�T'iX'TUrE �1C1IiUi,. , R310.2.1 MINIMUM OPENING AREA-EGRESS R310.2.2 WINDOW SILL HEIGHT-EGRESS R915.2.3 CARBON MONOXIDE LOCATION R317.3.1-FASTENERS FOR R308.4.5 GLAZING&WET SURFACES M1502.1 CLOTHES DRYER EXHAUST: I 1 ISSUED FOR CLIENT REVIEW 4/5/2023 EXISTING I w „ I „ Y I EXISTING EMERGENCY AND ESCAPE RESCUE WHERE A WINDOW 1S PROVIDED AS THE CARBON MONXIDE ALARM SHALL BE PRESERVATIVE-TREATED WOOD GLAZING IN WALLS,ENCLOSURES OR CLOTHES DRYERS SHALL BE EXHAUSTED �' t BATH I1 Y I1 Y 1 Y I KITCHEN OPENINGS SHALL HAVE A NET CLEAR EMERGENCY ESCAPE AND RESCUE PROVIDED ON EACH STORY FASTENERS,INCLUDING NUTS&WASHERS, FENCES CONTAINING OR FACING IIOT IN ACCORDANCE WITH THE ISSUED FOR CLIENT REVIEW 5/25/2023 �v�E.t1;L.lwetY-v`r°.�;i�'•tcnt� ot�r.�s�.�r •- �"'- I /� yyt ri;,lt�r?Of;rCtaC)sf!tYf`tt`j (3 FIXTURES) I I I (2 FIXTURES) OPENING OF NOT LESS THAN 5.7 SQUARE OPENING,IT SHALL HAVE A SILL HEIGHT CONTAINING A SLEEPING AREA, FOR PRESERVATIVE TREATED WOOD TUBS,SPAS,WHIRLPOOLS,SAUNAS,STEAM MANUFACTURER'S INSTRUCTIONS. 3 SI K SI K FEET.THE NET CLEAR OPENING OF NOT MORE THAN 44 INCHES ABOVE,THE WITHIN IY OF THE SLEEPING AREA. SHALL BE OF HOT-DIPPED,ZINC COATED ROOMS,BATHTUBS,SHOWERS&INDOOR M1502.4.1 MATERIAL&DUCT SIZE: lr et I WC DIMENSIONS REQUIRED BY THIS SECTION FLOOR;WHERE THE SILL HEIGHT IS BELOW MORE THAN 1 CARBON MONOXIDE GALVANIZED STEEL,STAINLESS STEEL, OUTDOOR SWIMMING POOLS WHERE THE EXHAUST DUCTS SHALL HAVE SMOOTH I TUB/ HWR DW SHALL BE OBTAINED BY THE NORMAL GRADE,IT SHALL BE PROVIDED WITH A ALARM SHALL BE PROVIDED WHERE SILICON BRONZE OR COPPER.STAPLES BOTTOM EXPOSED EDGE OF THE GLAZING INTERIOR FINISH&BE CONSTRUCTED OF OPERATION OF TIIE EMERGENCY ESCAPE WINDOW WELL IN ACCORDANCE WITH NECESSARY TO ASSURE NO SLEEPING SHALL BE OF STAINLESS STEEL.COATING IS LESS THAN 60"MEASURED VERTICALLY , 141:t 4`'•a`h'�, 'S I'1IL' I ST FLOOR AND RESCUE OPENING FROM THE INSIDE. SECTION R310.2.3 AREA ON SUCH STORY IS MORE THAN TYPES&WEIGHTS FOR CONNECTORS IN ABOVE ANY STANDING OR WALKING METAL HAVING A MINIMUM THICKNESS OF __ CONTACT WITH PRESERVATIVE-TREATED 0.0157 INCHES(No.28 GAGE).THE DUCT THE NET CLEAR HEIGHT OPENING SHALL 15 AWAY FROM A CARBON MONOXTDF, SURFACE SHALL BE CONSIDERED TO BE A SHALL BE 4"NOMINAL IN DIAMETER. —�,,, L / ) q R310.2.3 WINDOW WELLS C3JS�I"."3:35�1k�t.(onsepar3tetrap)y =� i Zu Jn 1�u n I�n �u L BE NOT LESS THAN 24 INCHES AND TIIE ALARM. WOOD SHALL BE IN ACCORDANCE WITH HAZARDOUS LOCATION.THIS SHALL I C.O. 4„ 4 C.O. NET CLEAR WIDTH SHALL BE NOT LESS THE MINIMUM HORIZONTAL AREA OF THE THE CONNECTOR MANUFACTURERS APPLY TO SINGLE GLAZING AND EACH REVISIONS & DRAWING I S S U F, THAN 20 INCHES. WINDOW WELL SHALL BE 9 SQ.FT.WITH A R314.3 SMOKE ALARM LOCATION RECOMMENDATIONS.IN THE ABSENCE OF PANE IN MULTIPLE GLAZING. EXCEPTION: HORIZONTAL PROJECTION&WIDTH OF SMOKE ALARMS SHALL BE INSTALLED IN MANUFACTURERS RECOMMENDATIONS,A r I f „ I ISSUED FOR CLIENT REVIEW 6/14/2023 Kit'�hE�;sl'n�;��ri��r tt�;D_ ra��IA•:;h�rl "� � NOT LESS THAN 36 .THE AREA OF THE MINIMUM OF ASTM A 653 TYPE G185 R303.7 INTERIOR STAIRWAY ILLUMINATION ,,�y .,, -, ..__I._ �•-•- �� GRADE FLOOR OR BELOW GRADE THE FOLLOWING LOCATIONS: writ'� u 2 I 1 WINDOW WELL SHALL ALLOW THE ZINC-COATED GALVANIZED STEEL,OR INTERIOR STAIRWAYS SHALL BE t�IiStT"t��lt r c�?I�f:7tl�v��5tC dIGSet) Str'� OPENINGS SHALL HAVE A NET CLEAR 1.IN EACH SLEEPING ROOM. 2 ISSUED TO GC 8/14/2023 I I OPENING OF NOT LESS THAN 5 SQUARE EMERGENCY ESCAPE AND RESCUE 2.OUTSIDE EACH SEPARATE SLEEPING EQUIVALENT,SHALL BE USED. PROVIDED WITH AN ARTIFICIAL LIGHT r PROPOSED I1 Y I1/ 1 y 1 Y" PROPOSED OPENING TO BE FULLY OPENED. SOURCE TO ILLUMINATE THE LANDINGS C :It ci 7ial:sTo;1 ;c�f3; F ct�rt-nifliiic its I ;i i`f� FEET. AREA IN THE IMMEDIATE VICINITY OF THE 3 Q FIELD CHANGES 10/10/2024 BATH I I I LAUNDRY EXCEPTION: BEDROOMS. R312.1.1 GUARDS WHERE REQUIRED AND TREADS.THE LIGHT SOURCE SHALL 4 " I R310.2.2 WINDOW SILL HEIGHT-EGRESS THE LADDER OR STEPS REQUIRED BY 3.ON EACH ADDITIONAL STORY OF THE GUARDS SHALL BE PROVIDED FOR THOSE BE CAPABLE OF ILLUMINATING TREADS& I-�- (3 FIXTURES) I I 4 (I FIXTURE) PORTIONS OF OPEN-SIDED WALKING '.! I I SINK SURFACES,INCLUDING STAIRS,RAMPS&WHERE A WINDOW IS PROVIDED AS THE SECTION R310.2.3.1 SHALL BE PERMITTED DWELLING,INCLUDING BASEMENTS& LANDINGS TO LEVELS OF NOT LESS THAN I 5 I'--' � - FAI EMERGENCY ESCAPE AND RESCUE OPENING, TO ENCROACH NOT MORE THAN 6"INTO HABITABLE ATTICS&NOT INCLUDING FOOT CANDLE(11 LUX)AS MEASURED AT Stiovmr,(I:`a�Yani the bra�1-#1 z*rr ` t'rt33cl 's I WC IT SHALL HAVE A SILL HEIGHT OF NOT MORE LANDINGS,THAT ARE LOCATED MORE SH R WASH CONNECTED TO THE REQUIRED DIMENSIONS OF THE CRAWLSPACES&UNINHABITABLE ATTICS. THE CENTER OF TREADS&LANDINGS. 6 �dy I y } WINDOW WELL. IN DWELLINGS OR DWELLING UNITS WITH THAN 30"MEASURED VERTICALLY TO THE lla`r;elhkv3s,ss d oo r4 s THAN 441NCHES ABOVE THE FLOOR;WHERE THERE SHALL BE A WALL SWITCH AT APPROVED FLOOR OR GRADE BELOW AT ANY POINT 7 - ,Elo.ti'rate; BASEMENT THE SILL HEIGHT IS BELOW GRADE,IT SHALL SPLIT LEVELS&WITHOUT AN EACH FLOOR LEVEL TO CONTROL THE SEPTIC SYSTEM BE PROVIDED WITH A WINDOW WELL IN R310.2.3.1 LADDER&STEPS WITHIN 36"HORIZONTALLY TO THE EDGE LIGHT SOURCE WHERE TIIE STAIRWAY IIAS ul INTERVENING DOOR BETWEEN THE AREA WELLS WITH A VERTICAL DEPTH OF THE OPEN SIDE.INSECT SCREENING 8 �1"H!{^f- ^T 1f + C.O 4" 2" 3" 1 y" 2" ACCORDANCE WITH SECTION R310.2.3 GREATER THAN 44"SHALL BE EQUIPPED ADJACENT LEVELS,A SMOKE ALARM SHALL NOT BE CONSIDERED AS A GUARD. SIX OR MORE RISERS. 4° R310.4 BARS,GRILLES,COVERS&SCREENS WITH A PERMANENTLY AFFIXED LADDER INSTALLED ON TIIE UPPER LEVEL SHALL 9 fS_ �.7 L{.m I;( t�r;;'�S�ptr �� WHERE BARS,GRILLES,COVERS,SCREENS OR STEPS USABLE WITH THE WINDOW IN SUFFICE FOR THE ADJACENT LOWER R311.7.3 VERTICAL RISE R303.8 EXTERIOR STAIRWAY ILLUMINATION OR SIMILAR DEVICES ARE PLACED OVER THE FULLY OPEN POSITION.LADDERS OR LEVEL PROVIDED THAT THE LOWER LEVEL A FLIGHT OF STAIRS SHALL NOT HAVE A EXTERIOR STAIRWAYS SHALL BE PROVIDED ;�cr tl aria ;''F,!_rit;Llp tG;2'S T g rii r � IS LESS THAN 1 FULL STORY BELOW THE EMERGENCY ESCAPE AND RESCUE RUNGS SHALL HAVE AN INSIDE WIDTH OF VERTICAL RISE LARGER THAN 151 INCHES WITH AN ARTIFICIAL LIGHT SOURCE I �.JIC_r_e, frtn:-25. a, OPENINGS,AREA WELLS,OR WINDOW NOT LESS THAN 12",SHALL PROJECT NOT UPPER LEVEL. BETWEEN FLOOR LEVELS OR LANDINGS. LOCATED AT THE TOP LANDING OF THE € rn t t tr S5':6 I L4J WELLS,THE MINIMUM NET CLEAR LESS THAN 3 FROM THE WALL AND SHALL 4 SMOKE ALARMS SHALL BE INSTALLED STAIRWAY.EXTERIOR STAIRWAYS r PLUMBING R15ER DIAGRAM OPENING SIZE COMPLIES WITH SECTIONS BE SPACED NOT MORE THAN 18' O.C. NOT LESS THAN 3'-0 HORIZONTALLY R302.5.2 DUCT PENETRATION PROVIDING ACCESS TO A BASEMENT FROM R310.2.1 THROUGH R310.2.3,AND SUCH VERTICALLY FOR THE FULL HEIGHT OF FROM THE DOOR OR OPENING OF A DUCTS 1N THE GARAGE&DUCTS THE OUTDOOR GRADE LEVEL SHALL BE 3 For_5t;,1,;;frie�_= _5_L_rrnt DEVICES SHALL BE RELEASABLE OR THE EXTERIOR STAIRWELL. BATHROOM THAT CONTAINS A BATHTUB pENETRATING THE WALLS OR CEILINGS PROVIDED WITH AN ARTIFICIAL LIGHT 1 SCALE: N . I7-.S. REMOVABLE FROM THE INSIDE WITHOUT OR SHOWER UNLESS THIS WOULD SEPARATING THE DWELLING FROM THE SOURCE LOCATED AT THE BOTTOM LANDING THE USE OF A KEY,TOOL,SPECIAL PREVENT PLACEMENTS OF A SMOKE GARAGE SHALL BE CONSTRUCTED OF A OF THE STAIRWAY. P3103.1 ROOF EXTENSION P3103.3 FLASHINGS AND SEALING KNOWLEDGE OR FORCE GREATER THAN ALARM REQUIRED BY THIS SECTION. MINIMUM No.26 GAGE SHEET STEEL OR PROJECT TITLE: TORREs ESTRELLA RESIDENCEAT LEAST ONE OPEN VENT PIPE SHALL EXTEND THE JUNCTURE OF EACH VENT PIPE THAT WHICH IS REQUIRED FOR NORMAL OTHER APPROVED MATERIAL&SHALL THROUGH A ROOF AND SHALL BE TERMINATED WITH THE ROOF LINE SHALL BE MADE OPERATION OF THE ESCAPE AND RESCUE NOT HAVE OPENINGS INTO THE GARAGE. ENGINEER SEAL: DATE: 10/19/2021 AT LEAST 18 INCHES ABOVE THE ROOF EXCEPT WATER TIGHT BY AN APPROVED OPENING. SCALE: AS NOTED THAT WHERE A ROOF IS TO BE USED FOR ANY FLASHING.VENT EXTENSIONS IN PURPOSE OTIIER THAN WEATHER PROTECTION, WALLS AND SOFFITS SHALL BE MADE DRAWN BY: D.G. THE VENT EXTENSIONS SHALL BE RUN AT LEAST WEATHER TIGHT BY CAULKING CHECKED BY: T.D.R. 7 FEET(2134 MM)ABOVE THE ROOF. P3103.2 FROST CLOSURE n DRAWING NO: P3201.7 SIZE OF FIXTURE TRAPS EVERY VENT EXTENSION THROUGH A ROOF TRAP SIZES FOR PLUMBING FIXTURES SHALL BE SHALL BE A MINIMUM OF 3 INCHES(76 MM)IN AS INDICATED IN TABLE P3201.7.WHERE THE DIAMETER.ANY INCREASE IN THE SIZE OF THE TAILPIECE OF A PLUMBING FIXTURE IS LARGER VENT SHALL BE MADE INSIDE THE STRUCTURE A THAN THAT INDICATED IN TABLE P3201.7,THE MINIMUM OF 1 FOOT(305 MM)BELOW TIIE ROOF.TRAP SIZE SHALL BE THE SAME NOMINAL SIZE AS , i k \ THE FIXTURE TAILPIECE.A TRAP SHALL NOT BE K ..a t \ „ LARGER THAN THE DRAINAGE PIPE INTO WHICH THE TRAP DISCHARGES. r' r Y DRAWING TITLE: PROPOSED FOUNDATION PLAN TORRES ESTRELLA RESIDENCE I *TORRES ESTRELLA* RESIDENCE 1385 PiKE STREET MATTITUCK,NY 11952 n� RKL` ER ` ON S Ar�" ILO CODES TOWN OF COUNTY __, z' O'0"�` 0 '01l' ' l_0T\T " o SUFFOLK COUNTY • TFIE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS ` T PREPARED BY THE ENGINEER FOR THIS PROJECT ARE Seal lights and INSTRUMENTS OF THE ENGINEERS SERVICE FOR USE SOLELY Air sealing key checklist ;:i bath vent fans WI"Ill RESPECT TO THIS PROJECT AND UNLESS OTHERWISE 1 to ceiling dry%vall ' r. N 1102.2.4(R402.2.4)ACCESS 1iATCHES&DOORS: PROVIDED THE ENGINEER SHALL BE DEEMED THE AUTHOR OF - efore i�tyvva € THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, Nl 101.14(R401.3)MANDATORY: ACCESS DOORS FROM CONDITIONED SPACES TO STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE A PERMANENT CERTIFICATE SHALL BE UNCONDITIONED SPACES SUCH AS ATTICS&CRAWL SPACES COPYRIGHT. THE OWNER SHALL BE PERMITTED TO RETAIN 1. Plate and wall penetrations b plumbing and electrical :❑ Seal`i3tattom'i?late Of,eytepiOr.���a1ls'1.'itt .C;atilM,.Cr S1:f_' COMPLETED BY THE BUILDER OR APPROVED SHALL BE WEATHER-STRIPPED&INSULATED TO A LEVEL p Y p g �'� COPIES OF THE ENGINEERS DRAWINGS,SPECIFICATIONS AND 2. Tub/shower on outside or attic wall f SpT 1e�.T,inSic edge Yrttft Cam; af�ef'L�a's arLt(5r PARTY AND POSTED ON A WALL IN THE SPACE E LJIVALENT TO THE INSULATION ON THE SURROUNDING OTHER DOCUMENTS FOR INFORMATION AND REFERENCE IN _ Q CONNECTION WITII THE OWNERS USE AND OCCUPANCY OF THE 3. Window and dear rough openings i Window rough opening ' Seal bated joist area synth_caul lti spray foam, or WHERE THE FURNACE 1S LOCATED,A UTILITY SURFACES.ACCESS THAT PREVENTS DAMAGING OR PROJECT. THE ENGINEERS DRAWINGS,SPECIFICATIONS AND 4. Airtight, IC-rated recessed lights and electrical fixtures y: - ROOM OR AN APPROVED LOCATION INSIDE THE COMPRESSING THE INSULATION SHALL BE PROVIDED TO ALL OTHER DOCUMENTS Si IALL NOT BE USED BY THE OWNER OR g {:�kEt;Rt L�E't,'Pen"t r>.plate an' ti<Srid jnlst, BUILDING.WHERE LOCATED ON AN and OTHERS ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT exposed to attic J',._- -J EQUIPMENT.WHERE LOOSE-FILL INSULATION IS INSTALLED, OR FOR COMPLETION OF THIS PROJECT FOR OTHERS WITHOUT Seal airtight IC-rated b_riveen t3 .nit©rat ai .SU r,-, ELECTRICAL PANEL,THE CERTIFICATE SHALL A WOOD-FRAMED OR EQUIVALENT BAFFLE OR RETAINER WRITTEN CONSENT FROM ENGINEER. 5. Exterior wall exhaust fan terminations g j recessed light fixtures ��; �- Fors baih_tubs_cn.ou's,d'_W='0� NOT COVER OR OBSTRUCT THE VISIBILITY OF SHALL BE INSTALLED TO PREVENT THE LOOSE-FILL 6. Ceiling mounted bath fans, speakers, etc. to drywall f:\.(\' ,!t)5i.1'CIt�?_i`te_t'XtersOr THE CIRCUIT DIRECTORY LABEL,SERVICE INSULATION FROM SPILLING INTO THE LIVING SPACE WHEN Attic-side air barrier ` ; ' 7. Bottom plate and top plate � ,~ -wa-I_F?r�,ai�-Sea1Jl�it'� a -vnt .: ee ,rTT�eTife DISCONNECT LABEL OR OTHER REQUIRED (recommended)-OSB, Q THE ATTIC ACCESS IS OPENED,THE BAFFLE OR RETAINER 8. Seams between rigid exterior sheathing . tul7 ',js"inst.�lle�: ,After tt?'pr2'n IS irta'1rd, seal.the' LABELS.THE CERTIFICATE SHALL LiST THE SHALL PROVIDE A PERMANENT MEANS OF MAINTAINING THE r Insulate and install ij �4 foil-faced sheathing, r• r.• i .J _r< is PREDOMINANT R-VALUES OF INSULATION INSTALLED R-VALUE OF THE LOOSE-FILL INSULATION. 9. Band area between floors,conditioned space and attic sheet material R-19 -- \-! housewrap,etr,. Vlub..,tlf7in. _ tea"o r,'J1 n�� 'fc In afa4 it 8fid'. i I t ., INSTALLED IN OR ON CEILING/ROOF,WALLS, behind bathtub Ell] insulation ^ \� ® THOMAS D. REILLY P.E. "* ._ 10. Garden tub on exterior wall sp►,ay-f "?1 FOUNDATION&DUCTS OUTSIDE CONDITIONED 1f _ _ N1103.1 (R403.1)CONTROLS-MANDATORY 11. Mechanical equipment and ductwork chases in A (required) € `; ,, ,_, ,r.._ _; , ,. ._ . _, ; _, - �. ,�.� SPACES;U-FACTORS FOR FENESTRATION AND AT LEAST ONE THERMOSTAT SHALL BE 4 BEZEL LANE attics,crawlspaces Insulated exterior wall f \� Q F r'ifra(jp�d 5'C1tflt O�t)in_ t5`'and s�?0�'.�etS�;u p 51';2et THE SOLAR HEAT GAIN COEFFICIENT(SHGC)OF Seal plumbing \yam, m ec a y` PROVIDED FOR EACH SEPARATE SMITHTOWN,NY 11787 12. Ceilin ,'crawls ace electrical boxes / Yin? rl l Frta s a rt sf3 tr; �e fr�mm �iC FENESTRATION,AND THE RESULTS FROM ANY PHONE 631 724.5740 9 p penetrations ' '' �'` J p, " • HEATING AND COOLING SYSTEM 13. Ceiling/crawlspace HVAC boots I �'F %y �.r� - into'so`n and,then insulate:.i'Ateril'at ty. frtani( a^d REQUIRED DUCT SYSTEM AND BUILDING N1103.1.1_(R403.1)PROGRAMMABLE TIERMOSTAT ( ) 4 ENVELOPE AIR LEAKAGE TESTING DONE ON - -- EMAIL:TDRPE a TDRPE.COM 14. Shower and tub drain line /" r 71his L d --If -rat the St fill •ea."it?i tYme:t� +=.!f THF,THERMOSTAT CONTROLLING THE PRIMARY C THE BUILDING.WHERE THERE IS MORE THAN f - � ., "-�l � � - HEATING OR COOLING SYSTEM OF THE DWELLING t J y'; -Till_ rs. - - R r �` OeE (tg' ►}r1�r2'1 >s.I9a='M`.Ie'd: ONE VALUE FOR EACH COMPONENT,THE 15. Fireplace inserts Window _--" 16. Attic kneewall doors sealed . �` ':' - "� CERTIFICATE SHALL LIST THE VALUE UNIT SHALL BE CAPABLE OF CONTROLLING THE -�'�� Z l Windo%Ns and extc-rior doors v:,itn Cack,Ir ro and HEATING AND COOLING SYSTEM ON A DAILY r NOTES: 17. Joist cavities under attic kneewalls into rough COVERING THE LARGEST AREA.THESCHEDULE TO MAINTAIN DIFFERENT TEMPERATURE opening � . e �> t11k or spray_'(oam.,Ee Cautious usingI Spray',fo8m CERTIFICATE SHALL LIST THE TYPES AND 18. Transition between ceiling heights using V '�' EFFICIENCIES OF HEATING,COOLING AND SET POINTS AT DIFFERENT TIMES OF THE DAY.THIS :c�5,It-,c• E', 5 S '�.t 71rF=h t�l?.i; F1�3 17�.--V6id- THERMOSTAT SHALL INCLUDE THE CAPABILITY TO (e.g., 10'to 8') backer lad j -' Y r� _ • - , SERVICE WATER HEATING E UIPMENT.WHERE 19. Attic scuttle hole 5onle wlnde'w warren Mus. _ __ _ A GAS-FIRED UNVENTED ROOM HEATER, SET BACK OR TEMPORARILY OPERATE THE SYSTEM TO -,- ,�•; ,.; call %vir a MAINTAIN ZONE,TEMPERATURE DOWN TO 55°F OR UP 20. Attic pull-down stairs Ladder Blocking tit in joist _Ce�yl ett_+etedtltCal�1'iL .- lunhilt,'µ;.and_HVAC ELECTRIC FURNACE OR BASEBOARD ELECTRIC g I � p g HEATER IS INSTALLED IN THE RESIDENCE,THE TO 85°F.THF.,THERMOSTAT SHALL INITIALLY BE 21. Wall penetrations of mechanical combustion T-wail cavity,caulked or foamed Penetrc:t<Ulis-be-,e et^ern":cend`tLloned.a"rj PROGRAMMED BY THE MANUFACTURER WiTH A closets p CERTIFICATE SHALL LIST"GAS-FIRED HEATING TEMPERATURE SET POINT NO HIGHER TI IAN 22. Thresholds at mechanical Use backer rod or spray foam(appropriate for unccnditioned spaces:r UNVENTED ROOM HEATER" "ELECTRIC r windc,,ws)to fill gaps behvicen windo LOWER 'w,door and FURNACE"OR"BASEBOARD ELECTRIC HEATER" AND A COOLING TEMPERATURE SET POINT NO combustion closet doors AS APPROPRIATE.AN EFFICIENCY SIIALL NOT LOWER THAN 78°P. 23. Band joist exposed to C 0 Subfloar rough opening After drywall BE LiSTED FOR GAS-FIRED UNVENTED ROOM N1103.3.3(R403.3.3)DUCT TESTING(MANDATORY) exterior Seal gap between ❑ Seal electrical switch and outlet boxes to drywall HEATERS,ELECTRIC FURNACES OR ELECTRIC DUCTS SHALL BE PRESSURE TESTED TO 24. Band area exposed to electrical box and ' Caulk BASEBOARD HEATERS. DETERMINE AIR LEAKAGE BY ONE OF THE drywall Wall cross-section w• th caulk. FOLLOWING METHODS: unconditioned space 1.ROUGH-IN TEST:TOTAL LEAKAGE SHALL BE (such as basement or ❑ Seal light fixture boxes to drywall with caulk or N1101.10.1.1 (R303.1.1.1)BLOWN-IN OR SPRAYED ROOF MEASURED WITH A PRESSURE DIFFERENTIAL OF garage) Attic -Z.' _ &CEILING INSULATION: Adhesive or foam. 0.1 INCH W.G.(25Pa)ACROSS THE SYSTEM, \\ THE THICKNESS OF BLOWN-IN or SPRAY FOAM 25. Exterior wall ventilation =� Rafter INCLUDING THE MANUFACTURER'S AIR HANDLER ~+- caulk Floor joist CELLULOSE INSULATION SHALL BE WRITTEN IN penetrations for �� ,baffle ❑ Seal bath send kitchen ventilation fans to drywall with ENCLOSURE IF INSTALLED AT THE TIME OF THE T--�~ INCHES ON MARKERS THAT ARE INSTALLED AT NOT refrigeration lines, v ,�_ TEST.ALL REGISTERS SHALL BE TAPED OR Exterior penetrations '�, � caulk or foam. LESS THAN ONE FOR EVERY 300 SQ.FT.THROUGHOUT condensate line, etc. 1 > THE ATTIC SPACE.THE MARKERS SHALL BE AFFIXED OTHERWISE SEALED DURING THE TEST. Caulk exterior wall penetrations for ❑ Seat all duct boots to floor or drywall with caulk, TO TIIE TRUSSES OR JOISTS&MARKED WITII THE 2. POSTCONSTRUCTION TEST:TOTAL LEAKAGE refrigeration fines,condensate line.etc. MINIMUM INITIAL INSTALLED THICKNESS WITH SHALL BE MEASURED WITH A PRESSURE foam, or mastic. DIFFERENTIAL OF 0.1 INCH W.G.(25Pa)ACROSS THE t Glue drywall to NUMBERS NOT LESS THAN 1"IN HEIGHT.THE "s�• y ENTIRE SYSTEM,INCLUDING THE top and bottom �r ❑ w Seal any plumbing penetration through drywall with THICKNESS&INSTALLED R-VALUE OF SPRAYED MANUFACTURERS AIR HANDLER ENCLOSURE. « .�-•-- POLYURETHANE FOAM INSULATION SHALL BE plates raulk or foam. INDICATED ON THE CERTIFICATION PROVIDED BY REGISTERS SHALL BE TAPED OR OTHERWISE ® -❑ If not done before dryv^,rall, seal tub drain penetration THE INSULATION INSTALLER. SEALED DURING THE TEST.EXCEPTION:A DUCT AIR LEAKAGE TEST SHALL 5oft;t vent (from crawtspace side) with plywood or rigid board Ni 102.2.1(R402.2.])CEiLiNGS WITH ATTIC SPACES: NOT BE REQUIRED WHERE THE DUCTS AND AIR Seal wiring and plumbing Caulk bo"em plate HANDLERS ARE LOCATED ENTIRELY WITHIN THE insulation and caulk or foam, WHERE SECTION N1102.1.2 REQUIRES R-49 penetrations �� ".� to sub'loor -----____,_-� INSULATION IN THE CEILING,INSTALLING R-38 BUILDING THERMAL ENVELOPE. N SIIALL SATISFY THE BBEE Seal gaps at whole house fan With spray foam or INSULATION OVER 100%OF THE CEILING AREA WRITTEN REPORT OF THE RESULTS OF THE TEST Caulk bsnrl joist REQUIRING INSULATION SIGNED BY THE PARTY CONDUCTING } to subrlcor and plates housewrap tape (ensure louvers function properly). REQUIREMENT FOR IO INSULATION THE TEST AND PROVIDED TO THE CODE OFFICIAL. " �. ❑ Fabricate whole house fan cover from rigid foam WHEREVER THE FULL HEIGHT OF CLIENT APPROVALS : UNCOMPRESSED R-38 INSULATION EXTENDS CAVITIES:(MANDATORY) APPROVED BY: DATE: N1103.3.5(R403.3.5)BUILDING <-, insulation and contact paper; attach with Velcro' OVER THE WALL TOP PLATE AT THE EAVES, Glue drywa l to lop BUILDING FRAMING CAVITIES SHALL TABLE R402.4.1.1 Tape or or wood frame bolted to ceiling. Or, if attic I ISSUED FOR CLIENT REVIEW 10/27/2021 r n a 1t.S61tJ-'.TI{?N INSTALLbTtUN plate - N1102.2.3(R402.2.3)EAVE BAFFLE: NOT BE USED AS DUCTS OR PLENUMS. V w AIR BARRIER AND INSULATION 1NSTALLATiONK _���� _ _ oor.1R4NEtJT AIR BARRIER CRITERIA CRITERIA caulk exterior access Is easy, build a cover from rigid foam or INSULATION INSTALLATIaN R sheathingFOR AIR-PERMEABLE INSULATION IN VENTED 2 ISSUED FOR CLIENT REVIEW 11/10/2021 COt.1ROtlENT AIR BARRIER CRITERIA CRITERIA7 installation readity conforms to the duct board which is placed over the fan from the ATTICS,A BAFFLE SHALL BE INSTALLED ADJACENT N1103.4.1 (R403.4.1)PROTECTION OF PIPING INSULATION: __._._-_._-__�__.._________. __ __ __ �_ -�__available caVt• dace_ �, Glue drywall to seams TO SOFFIT AND EAVE VENTS.BAFFLES SHALL PIPING INSULATION EXPOSED TO WEATHER SHALL BE 3 ISSUED FOR CLIENT REVIEW 11/19/2021 " _-__- .-_.._ .__-_-- Air- ermeab!e Insulation shall not be - - A, ' 1, attic side. p Air sealing sha'I be provided be,,,,een the bottom plate.caulk MAINTAIN AN OPENING EQUAL OR GREATER THAN PROTECTED FROM DAMAGE,INCLUDING THAT CAUSED BY 4 ISSUED FOR CLIENT REVIEW 11/20/2021 used as a seating ma`eria! Insulaf on Garage separation garage and coridNoned spaces bottom late to THE SIZE OF THE VENT.THE BAFFLE SHALL EXTEND SUNLIGHT,MOISTURE,EQUIPMENT MAINTENANCE AND installed In a c ;rite must uniformly fill -g-..--=--'..--"---...-.---.-- -_._.._ p ❑ Far attic hatches, Insulate top of board with at (east A continuous air barf;er shall be installed , Recessed light fixtures pene'rating the Recessed light fr,.'ureE pene'raling the �'' subtloer OVER THE TOP OF THE ATTIC INSULATION.THE WIND,AND SHALL PROVIDE SHIELDING FROM SOLAR 5 ISSUED FOR CLIENT REVIEW 12/3/2021 each cave,,?amide-to-sid., and top-ro- E�� hvo inches of rigid foam insulation or fiberglass batt' RADIATION THAT CAN CAUSE DEGRADATION OF THE in the building ervelo;e. ,, Recessed lighting b ti!dlnct thermal envelope steal;Be scaled b:litc'ing thermal envelope !ail be air A ~`�-� r BAFFLE SHALL BE PERMITTED TO BF,ANY SOLID Bct.om,�,I,huut sub5tar..,al gaps or ,^ MATERIAL.ADHESIVE TAPE SHALL NOT BE PERMITTED. 6 ISSUED FOR CLIENT REVIEW 12/13/2021 to the ai-barrier _,light and IC ra:"d_ -� � �'- 1 � r r �r y r ,r t r_=• seat with weatherstrippin;�. Use these same steps MATERIAL. vcid5 around aysfruct�or.•;.and ePtalt to -- ---- -- �--- --•; { c..= The exterior therms'envelope shall In ex shor vrails: bat:irs,ula.icn shall be - c -: for short and full-size attic kneewalf access doors 7 ISSUED FOR CLIENT REVIEW 12/15/2021 General requirement: cci`it or fitted tightly around vering and j Sill gasket or double-bead of caulk ` :_ N1102.4 R402.4)AIR LEAKAGE(MANDATORY) N1103.3.2(R403.3.3)SEALiNG:(MANDATORY) contain a cont:ntl0Ll5 air Barrie' - CIA neatly to ft arourtd:�;ling and s _--( o,her peretra.:ors In the cavity. Not ^ r t U r+t �`�� �J y and include a t=glit latch. THE BUILDING THERMAL ENVELOPE SHALL BE DUCTS,AIR HANDLERS&FILTER BOXES SHALT_BE SEALED. 8 ISSUED FOR CLIENT REVIEW 3/7/2023 rnore tt°an 2 percent of the total b• , rin p UmBin_ n. ir,_uta6on;that on -�- Ereak-s or joint_in the air barr�Gr ShE'I be p- FI;In;.,ing and 1�i,�.,g Installation readily conforms to „ � CONSTRUCTED TO LIMIT AIR LEAKAGE IN JOINTS&SEAMS SHALL COMPLY WITH SECTION M1601.4.1. inside ed area shail be compressed J ❑ For attic pull drawn stairs, use ri ld foam cover kit; 9 ISSUED FOR CLIENT REVIEW 3/13/2023 sealed. "` available space. ar;d chat°er:tend ACCORDANCE WITH THE REQUIREMENTS OF Belo'..,the thickness required to at`ain make stairs airtight using latch bolts and SECTIONS N1102.4.1 THROUGH N1102.4.5 N1104.1 (R404.1)LIGHTING EQUIPMENT:(MANDATORY) ISSUED FOR CLIENT REVIEW 3/29/2023 behind i inq and vririrra the labeled R-value cr contain gaps tJr � � NOT LESS Tl-TAN 90%OF THE PERMANENTLY INSTALLED The air barrier installed at e:•:�eriort^;ally weatherstripping, voids In the insulation , Exaericr walls adiacenl to shovers and N1102.4.2(R402.4.2)FIREPLACES: LIGHTING FIXTURES SHALL CONTAIN ONLY i 1 ISSUED FOR CLIENT REVIEW 4/5/2023 Sl,cr/?r,"tuB on exterior m;�'all adjacent ao st:c'.vers and t✓h�shall The air barrier in aRy dropped ceiling or tubs.shall be insulated- Airseal exterior NEW WOOD BURNING FIREPLACES SHALL HIGH-EFFICIENCY LAMPS. soffit shall be ali�ared v�'t'h the insulation se�,arate the wall from f°�e shower or tub ISSUED FOR CLIENT REVIEW 5/25/2023 The e..r barrier shalt be irs'all2�behind HAVE TIGHT-FITTING FLUE DAMPERS OR Laid ary gaps. in the air barnsr shall to ❑ Seal all exterior penetrations, such as porch fir flit DOORS&OUTDOOR COMBUSTION AIR. 3 a � The insulation In any drlauped Electrical.'pl�one box on e!eGtricat and comrnur,icat'on Boxes. Ceilin• ?attic s..ale� Ceifin soffit shall be aligned 4Srlth thl? o=; r t , tp r ry fixtures, phone, security, cable and electric service WHERE USING TIGHT-FITTING DOORS ON g 9 9 e:�t.. or ,fa is Al,ema.ivet;,air-„va.ed b..:es shall be ty FACTORY-BUILT FIREPLACES LISTED& 1 a°r barrier. instep=d. hales, with caulk or spray foam. Access cpanings,droo dL;.,n stairs or - ' LABELED IN ACCORDANCE WITH UL127, does salt door;to ullconditianed attic H'JAC netrat and return registhermal e Beau ❑ Repair or replace any missing sheathing. THE DOORS SHALL BE TESTED&LISTED SpaCp=shall be sealed, , t r thai penetrate bu'ld ng thermal er�velc`pe h'VnC CeglS e Beall FOR THE FIREPLACE. shall be sealed to the sub1cior;rral' Cavities v'�;thlr.comers and headera of If installing housewrap: frame walls shall be insulated by cavern or ceil:nc pene'ra.ed by the boo.. N1102.4.5(R402.4.5)RECESSED LIGHTING The junction o`the foundation oral sill r s i .•.r VPhere required to be seated,Concealed ❑ Seal top and bottom edges past the plates with RECESSED LUMINARIES INSTALLED IN THE r , s r Con3plete y filling tli,, cat't} � I h a plate _hall be sealed ma`.erial having a thermal resistance, fire sp nl;lers shall only be sealed in a housewrap tape or caulk, BUILDING THERMAL ENVELOPE SHALL BE SEALED REVISIONS & DRAWING ISSUE : R-va!ue, of not less.than R-3 per inch. mariner tha!is recomr-pended by the TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED t°;alls The junction of the top plate and the too of Concealed sprinklers Manufacturer, Caulldno or other adhesive ❑ Seal housetoerap at windows and doors. AND UNCONDITIONED SPACES.ALL RECESSED 1 ISSUED FOR CLIENT REVIEW 6/14/2023 ex!-Mar walls 0211 tg S2aled. ExxeFicr thermal envelope insulation for ceala°ai_•shall not be used to fill voids ❑ Minimize cuts in housewrap and caulk or type to LUMINARIES SHALL BE IC-RATED AND LABELED AS 2 ,, ISSUED TO GC 8/14/2023 t , between fire sprink!er cover plates and HAVING AN AIR LEAKAGE RATE NOT MORE THAN Knee v�ra11_she`f by seated- fmme walls shall tie lns:a,led in walls or ceilings sea!all penetrations. 2.0 CFM WHEN TESTED IN ACCORDANCE WITH 3 Q FIELD CHANGES 10/10/2024 substanti2r contact and cont:r:uou; _._-... _ _ _ a°ic lmPrt 4`ft'!9 the air barrier. a. In=pe=-i-.n of log we`s sh3l;to in ecccrd=-nce w-h t"e r,cm=c-=-'ICC=_: ASTM E283 AT A 1.57 PSF(75Pa)PRESSURE ❑ overlap seams and seal with caulk or DIFFERENTIAL.ALL RECESSED LUMINARIES SHALL 4 The space bei Peen framing and st•:ylights.� housewrap tape. BE SEALED WITH A GASKET OR CAULK BETWEEN 5 le',rindov,�,sl,;Iights and doers and the Iambs o`%,Ando',%s and doors, shall _ be sealed ❑ If not using;housewrap, seat all sheathing seams THE HOUSING AND THE INTERIOR WALL OR Rim jols:s sha!I be I=msutated by vrith housewrap tape or caulk. CEILING COVERING. 6 Rim joists Rim joi`is shall include the air barrier. cc'mple:ety fi ling Me unity Y:ith a 7 rns!eriat Paving a thermal resistance. __�._ �._...� _._.a_._...,_.._......., . _.-..__... _..._-...,..___..,..... ._.... __.__._.. ...._..., R-value of not less than R-3 per inch. Floor framing cavity insulat.on shall be installed to malltain permanent coritaet 9 %Mth time underside of sub"oor decking 1 Floors:includir= cantilevered Al'e:nativ' `y,floor framing cavity 1 g The a'r barrier shalt to installed at any insulation shall be in corlact wth the floors and floors above, exposew edas of ins«lation tor'Side of rhea'.,ng or corlInU0t1E garages insulation Installed on the Underside of f:oorfrarnfntg,and shal'extend from the 3 bG",DM to the top of all perrme'er fool Al framino members. Exposed earth in urverted cra,vl spare's Crawl space lnsufa`on,%,.here provided Cra'vf space%va,25 shall be covered with a Class I vapor Instead of t'oor inEula'-!on,Ehan be retarder v�'h.:h overlapping jainis teed �7efmarlent�attached to ill£'v:,alls. PROJECT TITLE: TORRES ESTRELLA RESIDENCE Duct shal1s, uttlr' pelietrations, end flue ENGINEER SEAL: DATE: 10/19/2021 Shahs, penetra'Ons shafts opening to e,,Ytedor or uncord'ItlolBd ALE: AS NOTED space sharl be sea!ed- SpIts to be installed In narrb%v Cavlffii DRAWN BY: D.G. Narro,v Cavities shall be Cut to fit or rarrov)Lavitle'S CHECKED BY: T.D.R. shaft be fir"ed'a'aE h irmsul bon that on DRAWING NO: t fX, It' ,\ EC1 it +•.' ° !I •� ' 1 i ;,pi i b °• / DRAWING TITLE: ENERGY CODE NOTES & AIR SEALING DETAIL TORRES ESTRELLA RESIDENCE ! CODEO AN Svg".12020. E ET ®TORRES ESTRELLAe�"I\\T'��RKSTATERESIDENTIAL �. :� ° RESIDENCE 1385 PIKE STREET 08 HEIGHT ABOVE FINISHED GRADE (R404.1.6) .16 MASONRY FIREPLACE CLEARANCES R1001.11 MATTITUCK,NY 11952 NOTE: THE GENERAL CONTRACTOR AND ALL SUB-CONTRACTORS ARE RESPONSIBLE TO ( ) TABLE R602.3 1 FASTENING SCHEDULE TOWN OF SOUTHOLD CONTRUCT THIS PROJECT IN STRICT ACCORDANCE WITH THESE CRITERIA UNLESS MORE CONCRETE AND MASONRY FOUNDATION WALLS SHALL EXTEND ABOVE THE ALL WOOD BEAMS, JOISTS, STUDS AND OTHER COMBUSTIBLE MATERIAL ( ) RESTRICTIVE CRITERIA ARE PROVIDED BY A COMPLETION SPECIFICATIONS MANUAL. FINISHED GRADE ADJACENT TO THE FOUNDATION AT ALL POINTS A MINIMUM SHALL HAVE A CLEARANCE OF NOT LESS THAT 2 INCHES FROM THE FRONT SUFFOLK COUNTY OF 4 INCHES WHERE MASONRY VENEER IS USED AND A MINIMUM OF 6 INCHES FACES AND SIDES OF MASONRY FIREPLACES AND NOT LESS THAN 4 INCHES ITEM I DESCRIPTION OF BUILDING ELEMENTS NUMBER& TYPE OF FASTENER SPACING & LOCATION NOTE: THE GENERAL CONTRACTOR& INDEPENDENT CONTRACTORS ARE RESPONSIBLE FOR ELSEWHERE. FROM THE BACK FACES OF MASONRY FIREPLACES THE AIR SPACE SHALL NOT ROOF THEIR OWN MEANS OF SAFETY PROCEDURES AS WELL AS SITE SAFETY. G.C. TO PROVIDE RISK 09 BACKFILL PLACEMENT (R404.1.7) BE FILLED, EXCEPT TO PROVIDE FIRE BLOCKING IN ACCORDANCE WITH 1 „ THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS MANAGEMENT STRATEGY& IMPLEMENTATION FOR ALL TRADES TO MAINTAIN THE SAFETY BACKFILL SHALL NOT BE PLACED AGAINST THE FOUNDATION WALL FOR A MIN. SECTION R1001.12. 4-8d BOX (2/2 x0.113 ) or PREPARED BY THE ENGINEER FOR THIS PROJECT ARE BLOCKING BETWEEN CEILING JOISTS I n INSTRUMENTS OF THE ENGINEERS SERVICE FOR USE SOLELY 1 3-8d COMMON (2/ x0.131 ) or TOE NAIL WITH RESPECT TO THIS PROJECT AND UNLESS OTHERWISE FOR ALL SUBCONTRACTORS WORK. OF 7 DAYS IT HAS BEEN ANCHORED TO THE FLOOR ABOVE, OR HAS BEEN EXCEPTIONS: OR RAFTERS TO TOP PLATE pOF 3-1 Od BOX (3"xO.128") Or PROVIDED THE ENGINEER SHALL BE DEEMED THE AUTHOR, 02 FRAMING AND CONSTRUCTION DESIGN CRITERIA SUFFICIENTLY BRACED TO PREVENT DAMAGE BY THE BACKFILL. 1. MASONRY FIREPLACES LISTED AND LABELED FOR USE IN CONTACT WITH THESE DOCUMENTS AND SHALL RETRIGHTSAIN ALL COMMON LAW, THIS PROJECT IS IN A REGION WHERE BASIC WIND SPEEDS EQUAL OR EXCEED STATUTORY AND OTHER RESERVED PERMIT INCLUDING THE COMBUSTIBLES IN ACCORDANCE WITH UL 127 AND INSTALLED IN 3-3 x0.l 1 NAILS COPYRIGHT. THE OWNER SHALL BE PERMITTED TO RETAIN Q .10 CRAWL SPACE VENTILATION (R408.2) 4-8d BOX 21 " " COPIES OF THE ENGINEERS DRAWINGS,SPECIFICATIONS AND 130 MILES PER HOUR AND IT HAS BEEN DESIGNED IN ACCORDANCE WITH THE NEW YORK UNLESS OTHERWISE INDICATED ON THE CONSTRUCTION DRAWINGS, THE MINIMUM ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION ( / xO.113 ) or OTHER DOCUMENTS FOR INFORMATION AND REFERENCE IN STATE 2020 RESIDENTIAL CODE INSTRUCTIONS ARE PERMITTED TO HAVE COMBUSTIBLE MATERIAL IN 3-8d COMMON 2%"xO.131" or CONNECTION WITH THE OWNERS USE AND OCCUPANCY OF THE NET AREA OF VENTILATION OPENINGS SHALL NOT BE LESS THAT 1 SQUARE FOOT FOR 2 CEILING JOISTS TO TOP PLATE ( ) PER JOIST, TOE NAIL PROJECT. THE ENGINEERS DRAWINGS,SPEWIFICATIONS AND 03MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS IN POUNDS PER SQUARE FOOT EACH 150 SQUARE FEET OF UNDER FLOOR SPACE AREA. ONE SUCH VENTILATING CONTACT WITH THEIR EXTERIOR SURFACES. 3-1 Od BOX (3"xO.128") or OTHER DOCUMENTS SHALL NOT BE USED BY THE OWNER JE OTHERS ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT 2 WHEN MASONRY FIREPLACES ARE PART OF MASONRY OR CONCRETE 3-3"x0.131" NAILS OR FOR COMPLETION OF THIS PROJECT FOR OTHERS WITHOUT TABLE R301.5 OPENING SHALL BE WITHIN 3 FEET OF EACH CORNER OF THE BUILDING. VENTILATION ' WRITTEN CONSENT FROM ENGINEER. USE LIVE LOAD OPENINGS SHALL BE COVERED FOR THEIR HEIGHT AND WIDTH WITH ANY OF THE WALLS, COMBUSTIBLE MATERIALS SHALL NOT BE IN CONTACT WITH THE CEILING JOISTS NOT ATTACHED 4-1 Od BOX (3"xO.128") or Uninhabitable Attics without storage b to FOLLOWING MATERIALS PROVIDED THAT THE LEAST DIMENSION OF THE COVERING MASONRY OR CONCRETE WALLS LESS THAN 12 INCHES FROM THE INSIDE 3 TO PARALLEL RAFTER, 3-16d COMMON (3%"xO.162") or FACE NAIL Uninhabitable Attics with limited stora eb�g 20 SURFACE OF THE NEAREST FIREBOX LINING. Habitable attics&,attics served w/fixed stairs 30 SHALL NOT EXCEED I/a INCH. (WHERE A SPECIFIC VENT HAS NOT BEEN SPECIFIED THE 3. EXPOSED COMBUSTIBLE TRIM AND THE EDGES OF SHEATHING LAPS OVER PARTITIONS 4-3"x0.131" NAILS Balconies(exterior)and deckse 40 USE OF ANY OF THE FOLLOWING IS PERMITTED) . MATERIALS SUCH AS WOOD SIDING FLOORING AND DRYWALL SHALL BE CEILING JOISTS ATTACHED TO !► THOMAS D. REILLY P.E. o Fire escapes 40 .1 PERFORATED SHEET METAL PLATES NOT LESS THAT 0.070-INCH THICK. 4 TABLE R802.5.2 FACE NAIL Guards and handrails d 200 h PERMITTED TO ABUT THE MASONRY FIREPLACE SIDE WALLS AND PARALLEL RAFTER(HEEL JOINT) 4 BEZEL LANE Guard in-fill components f 50h .2 EXPANDED SHEET METAL PLATES NOT LESS THAT 0.047-INCH THICK. HEARTH EXTENSION IN ACCORDANCE WITH FIGURE R1001.11 PROVIDED a a 4-lOd BOX 3"x0.128" Or SMITHTOWN,NY 11787 Passenger vehicle garages 50 .3 CAST IRON GRILLS OR GRATING. - COLLAR TIE TO RAFTER FACE NAIL or ( ) Rooms other then sleeping rooms 40 SUCH COMBUSTIBLE TRIM OR SHEATHING IS NOT LESS THAN 12 INCHES „ „ FACE NAIL PHONE(631)724.5740 p g .4 EXTRUDED LOAD-BEARING BRICK VENTS. 5 1 3-lOd COMMON (3 x0.148 ) or Sleeping rooms 40c 5 HARDWARE CLOTH OF 0.035-INCH WIRE OR HEAVIER FROM THE INSIDE SURFACE OF THE NEAREST FIREBOX LINING. 1/4 x20 GAUGE RIDGE STRAP TO RAFTER 4-3"X0.131" NAILS EACH RAFTER EMAIL:TDRPE c�r TDRPE.COM Stairs 4. EXPOSED COMBUSTIBLE MANTELS OR TRIM MAY BE PLACED DIRECTLY .6 CORROSION-RESISTANT WIRE MESH, W/THE LEAST DIMENSION BEING 1/8 INCH. ON THE MASONRY FIREPLACE FRONT SURROUNDING THE FIREPLACE 3-16d BOX (3%2"xO.135") or 2 TOE NAILS ON ONE ROOF SNOW LOAD ** 14 PSF �� ,�' NOTES: * REFER TO CODE MANUAL FOR ADDITIONAL CRITERIA EXCEPTIONS: OPENING, PROVIDED SUCH COMBUSTIBLE MATERIALS SHALL NOT BE 6 RAFTER or ROOF TRUSS TO PLATE 3-10d COMMON (3 xO.148��) or SIDE & 1 TOE NAIL ON * D ALLOWED WITH PROVISIONS OF ASCE 7 1. THE TOTAL AREA OF VENTILATION OPENINGS MAY BE REDUCED TO 111,500 OF PLACED WITHIN 6 INCHES OF A FIREPLACE OPENING. COMBUSTIBLE 4-lOD BOX (3"XO.128") or OPPOSITE SIDE OF EACH * CONVERSION OF GROUND SNOW LOAD 04 PRESUMPTIVE LOAD BEARING VALUES A FOUNDATION MATERIALS THE UNDER-FLOOR AREA WHERE THE GROUND SURFACE IS COVERED WITH AN MATERIAL WITHIN 12 INCHES OF THE FIREPLACE OPENING SHALL NOT 4-3"xO.131" NAILS RAFTER OR TRUSS APPROVED CLASS I VAPOR RETARDER MATERIAL AND THE REQUIRED OPENINGS PROJECT MORE THAN 1/8 INCH FOR EACH 1-INCH DISTANCE FROM SUCH I TABLE R401.4.1 ARE PLACED SO AS TO PROVIDE CROSS-VENTILATION OF THE SPACE. THE AN OPENING. 4-16d CO x0.135 ) or LOAD-BEARING PRESSURE INSTALLATION OF OPERABLE LOUVERS SHALL NOT BE PROHIBITED. 3-10110d COMMON (3"x0.148") or TOE NAIL CLASS OF MATERIAL (pounds per square foot) 1.ENERGY CONSERVATION COMPLIANCE (N1101) CHAPTER 11 ROOF RAFTERS TO RIDGE, 4-1 OD BOX (3"X0.128") or .11 UNVENTED CRAWL SPACE R408.3 COMPLIANCE WITH THE NEW YORK STATE ENERGY CONSERVATION 4-3"x0.131" NAILS C sta me bedrock 12 000 ( ) VALLEY OR HIP RAFTERS OR Sedimentary an foliated rock 4,000 VENTILIATION OPENINGS IN UNDER-FLOOR SPACES SPECIFIED IN SECTION R408.1 CONSTRUCTION CODE HAS BEEN DETERMINED BY THE USE OF THE 7 I APPROVED D.O.E. SOFTWARE PROGRAM "RESCHECK" OR'PRESCRIPTIVE ROOF RAFTER TO MINIMUM 3-16d (3/2 x0.135 ) or Sandy grave an or grave , . 3000 AND R4082 SHALL NOT BE REQUIRED WHERE: , GW and GP METHOD USING TABLE NI 102.1.2(R402.1.2) 2" RIDGE BEAM 2-16d COMMON (3%2"x0.162") or END NAIL Sand, silty sand, clayey sand, silty grave an 1. EXPOSED EARTH IS COVERED WITH A CONTINUOUS CLASS I VAPOR RETARDER. 2 N1101.14 R401.3) CERTIFICATE MANDATORY 3-10d BOX (3"XO.128") or cla_yy�ey ggravel 2,000 JOINTS OF THE VAPOR RETARDER SHALL OVERLAP BY 6 INCHES AND SHALL BE ( 3-3"x0.131" NAILS SW, SP SM, SC GM and GC A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER OR Clay, sandy clay, silty clay, clayey silt,silt and SEALED OR TAPED. THE EDGES OF THE VAPOR RETARDER SHALL EXTEND AT 1,500b LEAST 6 INCHES UP THE STEM WALL AND SHALL BE ATTACHED AND SEALED TO OTHER APPROVED PARTY& POSTED ON A WALL IN THE SPACE WHERE THE WALL sandy silt FURNACE IS LOCATED A UTILITY ROOM OR AN APPROVED LOCATION INSIDE 16d 31 " (CI, ML, MH and CH) THE STEM WALL OR INSULATION THE BUILDING. WHERE LOCATED ON AN ELECTRICAL PANEL, THE CERTIFICATE STUD TO STUD ( /2 xO.162 ) 24 O.C. FACE NAIL For SI: 1 pound per square foot= 0.0479 kPa 2. ONE OF THE FOLLOWING IS PROVIDED FOR THE UNDER-FLOOR SPACE: SHALL NOT COVER OR OBSTRUCT THE VISIBILITY OF THE CIRCUIT DIRECTORY 8 (NOT AT BRACED WALL PANELS) 10d BOX (3 11 x ) or 16 O.C. FACE NAIL O.128" a. Where soil tests are required by section R401.4, the allowable bearing capacities NOTE: SEE OPTIONS IN NYSRC 2020 (PAGE 12 1) of the soil shall be part of the recommendations. LABEL, SERVICE DISCONNECT LABEL OR OTHER REQUIRED LABELS. THE 3"xO.131" NAILS b. Where the building official determines that in-place soils with an allowable .12 CRAWL SPACE ACCESS (R408.4) CERTIFICATE SHALL LIST THE PREDOMINANT R-VALUES OF INSULATION STUD TO STUD & ABUTTING STUDS @ 16d BOX (3%2"xO.135") or bearing capacity of less than 1,500 psf are likely to be present at the site, the ACCESS SHALL BE PROVIDED TO ALL UNDER-FLOOR SPACES. ACCESS OPENINGS INSTALLED IN OR ON CEILING/ROOF, WALLS, FOUNDATION&DUCTS OUTSIDE 9 INTERSECTING WALL CORNERS (AT 3"xO.131" NAILS 12 O.C. FACE NAIL allowable bearing capacity shall be determined by a soils investigation. THROUGH THE FLOOR SHALL BE A MINIMUM OF 18 INCHES BY 24 INCHES. CONDITIONED SPACES; U-FACTORS FOR FENESTRATION & THE SOLAR HEAT BRACED WALL PANELS) 16d COMMON (3%2"x0.162") 16" O.C. FACE NAIL .05 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE OPENINGS THROUGH A PERIMETER WALL SHALL BE NOT LESS THAN 16 INCHES BY GAIN COEFFICIENT (SHGC) OF FENESTRATION& THE RESULTS FROM ANY TABLE R402.2 24 INCHES. WHERE ANY PORTION OF THE THROUGH-WALL ACCESS IS BELOW REQUIRED DUCT SYSTEM AND BUILDING ENVELOPE AIR LEAKAGE TESTING 16d COMMON 3%"xO.162„ 16" O.C. EACH EDGE a f'c BUILT-UP HEADER (2" TO 2" ( ) MINIMUM COMPRESSIVE STRENGTH ( ) GRADE, AN AREAWAY NOT LESS THAN 16 INCHES BY 24 INCHES SHALL BE DONE ON THE BUILDING.WHERE THERE IS MORE THAN ONE VALUE FOR EACH 10 FACE NAIL TYPE OR LOCATIONS OF CONCRETE Weathering potential PROVIDED. THE BOTTOM OF THE AREAWAY SHALL BE BELOW THE TRESH-OLD OF COMPONENT, THE CERTIFICATE SHALL LIST THE VALUE COVERING THE HEADER WITH%2" SPACER) 16d BOX (3%2"xO.135") 12" O.C. EACH EDGE CONSTRUCTION Severe THE ACCESS OPENING. THROUGH WALL ACCESS OPENINGS SHALL NOT BE LARGEST AREA. THE CERTIFICATE SHALL LIST THE TYPES AND EFFICIENCIES FACE NAIL Basement walls, foundation and other LOCATED UNDER A DOOR TO THE RESIDENCE. SEE SECTION M1305.1.4 FOR ACCESS OF HEATING, COOLING& SERVICE WATER HEATING EQUIPMENT.WHERE A 5-8d BOX (2%2"xO.113") or concrete not exposed to the weather 2,500 c REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS LOCATED UNDER FLOORS. GAS-FIRED UNVENTED ROOM HEATER, ELECTRIC FURNACE, OR BASEBOARD 11 CONTINUOUS HEADER TO STUD 4-8d COMMON (2%"x0.131") or TOE NAIL CLIENT APPROVALS Basement slabs and interior slabs on grade, 2,500 c ELECTRIC HEATER IS INSTALLED IN THE RESIDENCE, THE CERTIFICATE SHALL 4-1 Od BOX (3"xO.128") APPROVED BY: DATE: except garage floor slabs .13 FIRE BLOCKING REQUIRED (R302.11) LIST "GAS-FIRED UNVENTED ROOM HEATER", "ELECTRIC FURNACE" OR 1 ISSUED FOR CLIENT REVIEW 10/27/2021 Basement walls, foundation walls, exterior IN COMBUSTIBLE CONSTRUCTION, FIRE-BLOCKING SHALL BE PROVIDED TO CUT "BASEBOARD ELECTRIC DATER" AS APPROPRIATE. AN EFFICIENCY SHALL NOT 16d COMMON (3%"xO.162") 16" O.C. FACE NAIL 2 ISSUED FOR CLIENT REVIEW 11/10/2021 walls and other vertical concrete work 3,000 d OFF BOTH VERTICAL & HORIZONTAL CONCEALED DRAFT OPENINGS AND TO BE LISTED FOR GAS-FIRED UNVENTED ROOM HEATERS, ELECTRIC FURNACES 12 TOP PLATE TO TOP PLATE 10d BOX (311xO.128") or 3 ISSUED FOR CLIENT REVIEW 11/19/2021 exposed to the weather FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES & BETWEEN A TOP STORY OR ELECTRIC BASEBOARD HEATERS. 12 O.C. FACE NAIL p p PLUMBING COMPLIANCE 8-16d O NAILS Porches, carport slabs and steps exposed 3,500 d,e,f & THE ROOF SPACE. 3. 4 ISSUED FOR CLIENT REVIEW 11/20/2021 to the weather and garage floor slabs 8-16d COMMON 3%2"x0.162 or ALL PLUMBING WORK SHALL BE IN FULL COMPLIANCE WITH SECTIONS P2501 ( ) FACE NAIL ON EACH SIDE 5 ISSUED FOR CLIENT REVIEW 12/3/2021 a. Strength at 28 days psi FIRE BLOCKING SHALL BE PROVIDED IN WOOD-FRAMED CONSTRUCTION IN THE THROUGH P3303 CHAPTER 25 OF THE NEW YORK STATE 2020 RESIDENTIAL 13 DOUBLE TOP PLATE SPLICE 12-16d BOX (3%"xO.135") or OF END JOINT(MIN. 24" g y p FOLLOWING LOCATIONS: ( ) 6 ISSUED FOR CLIENT REVIEW 12/13/2021 b. See table R301.2(1) for weathering potential. PLUMBING CODE. 12-10d BOX (3"xO.128") or LAP SPLICE LENGTH c. Concrete in these locations that may be subject to freezing and thawing during construction shall be air 1. IN CONCEALED SPACES OF STUD WALLS & PARTITIONS, INCLUDING FURRED 4. ELECTRICAL COMPLIANCE 12-3"xO.131" NAILS EACH SIDE OF END JOINT) 7 ISSUED FOR CLIENT REVIEW 12/15/2021 entrained concrete in accordance with footnote d. SPACES & PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: 8 ISSUED FOR CLIENT REVIEW 3/7/2023 ALL ELECTRICAL WORK SHALL BE IN FULL COMPLIANCE WITH SECTIONS E3401 BOTTOM PLATE TO JOIST, RIM 16d COMMON (3%2"x0.162") 16" O.C. FACE NAIL d. Concrete shall be air entrained. Total air content (percent b volume of concrete shall not be less 1.1 VERTICALLY AT THE CEILING & FLOOR LEVELS 9 ISSUED FOR CLIENT REVIEW 3/13/2023 (p y ) THROUGH E4304 (CHAPTERS 34 THROUGH 43) OF NEW YORK STATE 2020 14 JOIST BAND JOIST OR BLOCKING I �� �� than 5 percent or more than 7 percent. 1.2 HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET 16d BOX (3/2 x0.135 ) or 12" O.C. FACE NAIL ISSUED FOR CLIENT REVIEW 3/29/2023 RESIDENTIAL CODE &NFPA 70-2017 (NOT AT BRACED WALL PANELS) 3"xO.131" NAILS e. See Section R402.2 for minimum cementitious materials content. 2. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL & HORIZONTAL 5. STRUCTURAL STEEL GENERAL ISSUED FOR CLIENT REVIEW 4/5/2023 f. For garage floors with a steel-troweled finish,reduction of the total air content (percent by volume of SPACES SUCH AS OCCUR AT SOFFITS DROP CEILINGS & COVE CEILINGS. BOTTOM PLATE TO JOIST RIM 3-16d BOX (3%"xO.135") 11 or 3 EACH 16"O.C. FACE NAIL ' .1 STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIFICATION FOR 15 JOIST BAND JOIST OR BLOCKING I '1 2 EACH 16"O.C. FACE NAIL ISSUED FOR CLIENT REVIEW 5/25/2023 concrete)to not less than 3 percent is permitted if the specified compressive strength of the concrete is 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP & BOTTOM OF THE DESIGN FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR 2-16d COMMON (3/2 x0.162 ) or increased to not less than 4,000 psi. THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.7 BUILDINGS" - 13TH EDITION. (AT BRACED WALL PANEL) 4-3"x0.131" NAILS 4 EACH 16"O.C. FACE NAIL 3 06 SLOPE FOOTINGS (R403.1.5) 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS CABLES & WIRES AT CEILINGS & -ALL PLATES AND ANGLES SHALL BE ASTM A36 4-8d BOX (2%"xO.113") or THE TOP SURFACE OF FOOTINGS SHALL BE LEVEL. THE BOTTOM SURFACE OF FOOTINGS FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF -WIDE FLANGE BEAMS SHALL BE ASTM A992 - GRADE 50 1 n 3-16d BOX(3/2 x0.135 ) or SHALL NOT HAVE A SLOPE EXCEEDING ONE UNIT VERTICAL IN 10 UNITS HORIZONTAL FLAME & PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR -ALL PIPE AND TUBE COLUMNS BE ASTM A500 4-8d COMMON (2%2"xO.131") or TOE NAIL 1 (10-PERCENT SLOPE). FOOTINGS SHALL BE STEPPED WHERE IT IS NECESSARY TO CHANGE 4-10d BOX (3"X0.128 ) SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E 136 REQUIREMENTS. -BOLTS SHALL BE A307 3/4" MINIMUM U.O.N. " OR THE ELEVATION OF THE TOP SURFACE OF THE FOOTINGS OR WHERE THE SLOPE OF THE 5. FOR THE FIREBLOCKING OF CHIMNEYS & FIREPLACES, SEE SECTION R1003.19 -WELDING ELECTRODES SHALL BE CLASS E70XX. 16 TOP OR BOTTOM PLATE TO STUD 4-3"X0.131" NAILS REVISIONS & DRAWING ISSUE : BOTTOM SURFACE OF THE FOOTINGS WILL EXCEED ONE UNIT VERTICAL IN TEN UNITS .2 STEEL IS TO BE INSTALLED WITH ONE COAT OF SHOP APPLIED PRIMER. 6. FIREBLOCKING OF CORNICES OF ATWO-FAMILY DWELLING IS REQUIRED 3-16d BOX (3%11x0.135") or 1 ISSUED FOR CLIENT REVIEW 6/14/2023 HORIZONTAL 10 PERCENT SLOPE). 6. STRUCTURAL WOOD FRAMING CRITERIA OF THE IRC R602.10 ( ) AT THE LINE OF DWELLING UNIT SEPARATION. ,l ALL STRUCTURAL LUMBER WAS DESIGNED USING CRITERIA FOR 2-16d COMMON (3 2"x0.162") or END NAIL 2 ISSUED TO GC 8/14/2023 #4 REINFORING BAR 3-10d BOX (3"x0.128") OR �.� .14 MASONRY CHIMNEY CLEARANCES (R1003.18) HEM-FIR#2 OR BETTER LUMBER. NO SUBSTITUTIONS OF LUMBER SPECIES „ 3 Q FIELD CHANGES 10/10/2024 18"MIN.LENGTfi �� �t, 3-3 X0.131 NAILS Ilk, ANY PORTION OF A MASONRY CHIMNEY LOCATED IN THE INTERIOR OF THE IS TO BE MADE WITHOUT THE DESIGNER'S CONSENT. (NOTE: IN SOME 4 �'f LOCATIONS DIFFERENT SPECIES MAY HAVE TO BE SPECIFIED AND MUST 3-10d BOX (3"x0.128") or �o BUILDING OR WITHIN THE EXTERIOR WALL OF THE BUILDING SHALL HAVE A TOP PLATES LAP AT 5 MINIMUM AIR SPACE CLEARANCE TO COMBUSTIBLES OF 2 INCHES (51 MM). BE USED IN LIEU OF THE ABOVE. 1 CORNERS & INTERSECTIONS 2-16d COMMON (3%"xO.162") or FACE NAIL 6 CHIMNEYS LOCATED ENTIRELY OUTSIDE THE EXTERIOR WALLS OF THE R403.1.6 FOUNDATION ANCHORAGE/ANCHOR BOLT SCHEDULE 3-3"x0.131" NAILS BUILDING, INCLUDING CHIMNEYS THAT PASS THROUGH THE SOFFIT OR CORNICE, 1 „ 7 EXPOSURE B ALL WIND SPEEDS 3-8d BOX (2/2 x0.113") or 8 0o SHALL HAVE A MINIMUM AIR SPACE CLEARANCE OF 1 INCH (25.4 MM). THE AIR 2-8d COMMON (2%2"x0.131") or SPACE SHALL NOT BE FILLED, EXCEPT TO PROVIDE FIRE BLOCKING IN Anchor Bolt Foundation 1/2" dia. Bolts 5/8" dia Bolts Max. 18 1" BRACE TO EACH STUD & PLATE FACE NAIL ACCORDANCE WITH SECTION R1003.19. Connection Max. Anchor Bolt Anchor Bolt 2-lOd BOX (3"x0.128") or 9 Supporting 2 STAPLES 13/4 1 EXCEPTIONS: Spacing (in.) Spacing (in.) #4 REINFORING k3AR 1. MASONRY CHIMNEYS EQUIPPED WITH A CHIMNEY LINING SYSTEM LISTED Sill Plate to Foundation * 3-8d BOX (2%2xO.113") or 1 36"MIN. AND LABELED FOR USE IN CHIMNEYS IN CONTACT WITH COMBUSTIBLES IN Crawls ace or 2-8d COMMON (2%"xO.131") or 1 SCALE: (NOT TO SCALE) ACCORDANCE WITH UL 1777 AND INSTALLED IN ACCORDANCE WITH THE ( Basement) 19 1"x6" SHEATHING TO EACH BEARING 2-1 Od BOX 3"xO.128" or FACE NAIL A. 1-., Stories 31 48 ( ) NOTES: T FOOTING THICKNESS MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE PERMITTED TO HAVE Wall Bottom Plate to 2 STAPLES, V CROWN, 1 THE MINIMUM FOOTING THICKNESS, T, IN STEPPED AREAS SHALL EQUAL THE FOOTING COMBUSTIBLE MATERIAL IN CONTACT WITH THEIR EXTERIOR SURFACES. Foundation 16 GA., 13/4" LONG THICKNESS IN THOSE UNSTEPPED AREAS. THE REINFORCING BAR SIZE IN STEPPED AREA 2. WHERE MASONRY CHIMNEYS ARE CONSTRUCTED AS PART OF MASONRY (slab-on-grade) SHALL EQUAL THE BAR SIZE IN THOSE UNSTEPPED A MINIMUM OF 3" OF CONCRETE IS OR CONCRETE WALLS COMBUSTIBLE MATERIALS SHALL NOT BE IN 3-8d BOX (2%2"x0.113") or PROJECT TITLE: TORRAs ASTRALLA RESIDENCE REQUIRED AROUND ALL REINFORCING BARS. CONTACT WITH THE MASONRY OR CONCRETE WALL LESS THAN 12 INCHES *Anchor bolts shall have a minimum embedment of 7" in concrete foundations and slabs 3-8d COMMON (2%"x0.131") or ENGINEER SEAL: DATE: Ion9i2o21 on-grade and 15 to in masonry block foundation. A minimum of one bolt shall be 3-10d BOX (3"xO.128") or SCALE: AS NOTED FROM THE INSIDE SURFACE OF THE NEAREST FLUE LINING. provided within 6 to 12 inches of each end of each plate and within 12" of each corner. 3 STAPLES, V CROWN, DRAWN BY: D.G. .07 SURFACE DRAINAGE (R401.3) 3. EXPOSED COMBUSTIBLE TRIM AND THE EDGES OF SHEATHING MATERIALS, Three-inch square washers shall be used at each anchor bolt. Unless otherwise indicated. SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER CONVEYANCE OR OTHER SUCH AS WOOD SIDING AND FLOORING, SHALL BE PERMITTED TO ABUT All existing sill plates in areas of new work to be anchored with additional self taping anchor 16 GA., 1%4" LONG DRAWING BY: T.D R. APPROVED POINT OF COLLECTION SO AS TO NOT CREATE A HAZARD. LOTS SHALL BE bolts "Simpson" THD62600H"Titen IID". Spacing to be in accordance with R403.1.6 1 to 16 & WIDER SHEATHING DRAWING NO: THE MASONRY CHIMNEY SIDE WALLS, IN ACCORDANCE WITH FIGURE p p g WIDER THAN 1"x8" FACE NAIL GRADED SO AS TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE R1003.18 PROVIDED SUCH COMBUSTIBLE TRIM OR SHEATHING IS NOT LESS 20 TO EACH BEARING AWAY FROM FOUNDATION WALLS SHALL FALL A MINIMUM OF 6 INCHES WITHIN THE FIRST THAN 8 INCHES FROM THE INSIDE SURFACE OF THE NEAREST FLUE LINING. WALL HEIGHT 8'-0" 10'-0" 4-8d BOX (2%"x0.113") or i 1 10 FEET. EXCEPTION: WHERE LOT LINES, WALLS, SLOPES OR OTHER PHYSICAL BARRIERS 3-8d COMMON (2%"x0.131") or � (� .15 CHIMNEY FIREBLOCKING (R1003.19) TOP PLATE TO RIDGE ADJUSTMENT PROHIBIT 6 INCHES OF FALL WITHIN 10 FEET' DRAINS OR SWALES SHALL BE CONSTRUCTED 3-10d BOX(3"x0.128") or HEIGHT ft FACTOR TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. IMPERVIOUS SURFACES WITHIN 10 SPACES BETWEEN CHIMNEYS AND FLOORS AND CEILINGS THROUGH WHICH O 4 STAPLES V CROWN CHIMNEYS PASS SHALL BE FIREBLOCKED WITH NON COMBUSTIBLE MATERIAL f FEET OF THE BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 2 PERCENT AWAY 10, 1.00 1.00 3 SECURELY FASTENED IN PLACE. THE FIREBLOCKING OF SPACES BETWEEN 16 GA., 1/4 LONG J; DRAWING TITLE: FROM THE BUILDING. ' " CHIMNEYS AND WOOD JOISTS, BEAMS OR HEADERS SHALL BE SELF-SUPPORTING 15' 1.15 1.25 "? „ NEW YORK STATE OR BE PLACED ON STRIPS OF METAL OR METAL LATH LAID ACCROSS THE SPACES BETWEEN COMBUSTIBLE MATERIAL AND THE CHIMNEY. 20 1.40 1.50 �: RESIDENTIAL CODES � ' " ft TORRES ESTRELLA RESIDENCE _ - 1 s > --. -- - -----__- - - - - -- - STATE C_i +TORRES ESTRELLA+ SiC1 N\ EW YORK R 1NTIALCODMP DETAILSr=2020 RESIDENCE 11-1 1385 PIKE STREET MATTITUCK,NY 11952 TABLE R602.3 (1) FASTENING SCHEDULE (CONTINUED) I TOWN OF SOUTHOLD SUFFOLK COUNTY er�ncED atix,lc NQrFS ,:�' �' ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER& TYPE OF FASTENER SPACING & LOCATION .' ,1 I."� F•BRf1CFD V�'.ALL LihIFS A_5 iNDICATCD OrJ EFs'�.CED VdP,LL'PEANS FHl"tLL Sg CQrJSTRUCTED IN ACCQ�AJJCE ti",�rr1 1?�p2,!©Q"Tt!E _ �!in rJi E_ s. ..^ , FLOOR G�J�Q F.1D_IJTI,RC LOCI OF NEWYORK STATE. �/� �! fi TI iE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS 4-8d BOX (22"x0.113") or ., R0017ING I 2 THE]•-,A'-'r1,1l)k.l 'PACING BLMA CFN P,?ACED 1k,ALL LiNE3 54ALL L�F 6O FT, '-f '� I PREPARED BY THE ENGINEER FOR THIS PROJECT ARE ." INSTRUMENTS OF THE ENGINEERS SERVICE FOR USE SOLELY 3-8d COMMON 22"x0.131" Or s'r.�,p,J, �\ I ,:' WITH RESPECT TO THIS PROJECT AND UNLESS OTHERWISE ( p ) TOE NAIL ,^ "+ °.BFAC"ED WALL Pl+r,'EL3 f F E FULL-rill fir e ECTIat,�j�>=��,/ALL: 13F ACED ALL Pr^.Pj°L` ::KALE G�('.CO"d STr^LJCTF D ANI3 PL�•.CD PROVIDED THE ENGINEER SHALL BE DEEMED THE AUT}iOR OF 21 JOIST TO SILL, TOP PLATE OR GIRDER 3-lOd BOX (3"x0.128") or �! '"Ijf� ' J r 1p;_ P + a c ,rT1@ THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, f �_ ACCOFSA r TO BR,NCED V;'�,:-L FLANS tr'.:JD Th.'VR,ACIr:"'METHOD SPE'crFICD. STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE 11 It F,:A,,,P.GAF;Gk'f1.fl'''P.`tc -a, s WAi.LBOARD 3-3 x0.l 31 NAILS i COPYRIGHT. THE OWNER SHALL BE PERMITTED TO RETAIN fi**�,, - _ 4Z .flPACEIx V:`ALL r'Ard!L5 SHALL NOT L',e IN AflOF.F TS1:1N1 I U'-0' Fr'.a1A Tt1£�iw[ OF A t�PJ,CtL�t4'i,LL LIr�F. THEE E FitiAiL NOT °'";,3 '�;: T r " COPIES OF THE ENGINEERS DRAWINGS,SPECIFICATIONS AND 8d BOX 2D REFERENCE IN 2"x0.113" 4" O.C. TOE NAIL .q'E,`M�' 6MORE THAN 2(Y-O'E'ETWEEN T'WO Bi:'.ACED WALL I'AKELE,OrI THE SADAi:BFACED WA LL LINE. "T� CONNECTION WITOTHER H THE OWNERS USS FOR E AND OCCUPANCY OF HE RIM JOIST BAND JOIST OR ( ) -�" '' .e-� -�w�I1.A .�r, ] „ „ �'-�' i ___, PROJECT. THE ENGINEERS DRAWINGS,SPECIFiCATIONS AND 22 BLOCKING TO SILL OR TOP PLATE ( 11 ) �'A r''""°�' 8d COMMON 22 x0.131 Or e c c r F c e r 1 OTHER DOCUMENTS SI IALL NOT BE USED BY THE OWNER OR p 5.ALL EXTF�.TO;^M1h A,LL_=)HALL B CON T RUCTED IN A,cr-nM.,AN!E VATH THE CONIT';1,I)OL15LY_,Hf.ATHED._'TtD-_T! P,AL u.00D ' '',Im-,loV'KOTHERS ON OTHER PROJECTS FOR ADDITIONS TO THiS PROJECT ROOF APPLICATIONS ALSO 1Od BOX (3 x0.128 ) or 6 O.C. TOE NAIL ►lxAC*# F%r« qy ,F F,t;,gr,.n OFl? PRANCE PANEL PAITHC?D(U,Q,N.).THE PLY\';'aOD�T EATH'tf �t9ftLL BE raTRIJr T!JF \L et NDF AND NOT LEr�7 TY!A.aJ'l.:"irJ THICICNFL>�r. OR FOR COMPLETION OF THiS PROJECT FOR OTHERS WiTHOUT c /. r 14N.AIRSPACE OR ( 3"x0.131" NAILS �` '/"� ,+k I 5"`J•E IE Ft, METAL TIE' 114N,GROUTED SPACE- &'' , WRITTEN CONSENT FROM ENGINEER. N, 6,EPACED tr'•/ALL Prn.NL-L5 5`1ALL BE NAI'_CD Of 5CFTV;:D IN ACCORDANCE WITH TAL'.LF rG02.3(1)OF THE 2020 RCNY5. � f f: • 3-8d BOX (2%2"xO.113") or y4 �►,. iI � WATER-RESISTNE E A,RRIER j �" J 1 It 11 MASONRY VENEER „ c pc qr ,A ti ` / 2-8d COMMON (22 xO.131 ) or 7,ERACED tik ALL PAN .L5 A....NOTED BY THE FOLLOWING: ;w,,,•„A••„-r rx:f_l.;PK �; .r- 23 1"x6" SUBFLOOR OR LESS TO EACH JOIST 3-10d BOX (3"xO.128") or FACE NAIL �- `" ��`` qT"'`''"d' =T `,' a.C✓-Vv'>r-CONTINUQU5LY SHEATHED V'OO'D S-TF'JCLU'•'.:q.L PANEL I I /1 2 STAPLES,l" CROWN, ", EFA •rs�,F car'1Tir'J�'aU`LYSHEAT"=D Po�rAl_rPs,,.rtE I) r , I e THOMAS D. REILLY P.E. Ltit.Tl r I":�; , ExFyc'rr a fj�f C.OE GYPSUM,®CP: D c�lrer .,.L a_L ia'�� \ 16 GAUGE, 1%4" LONG ',.z" '� �.• _.�.. CEZ-7INICIV ,.,-^t.,'- 7, .N ;ir• ,R'Pf i I W�ri'.'-.V lL 111,=N.lW- �.-� -f.[:.',CN Gf C..T vr1!TT �1V "t ff +I-L'H LR718 It,,i"-I fd•..tt: ��� 'G74r - /-I �'F•'.1S-I?5^7_9LE n^1,N;:t:RF'WK T„O 4BEZEL LANE F = r r F � I,F ", t ss:, sn. FPE cc_it=rAHl_s' SMITHTOWN,NY 11787 R.rf?E EN�.7 Q: EF'ACED l4 AIL LIt'J_...r..:HALL t'_-C'Qt,-,TF'Uk-,TED u_�Ir','_-t),1=_Qf mF r�1FTHQDS !r"i.a,r3.',hnLE[Y,", �~ y Y ATER.P=G1$TR+E EIARRIEP" 44ALLBOAR3 r.nr;rn 3-16d BOX (32itxO.135") or r �•_►" ' `` SHc�'WN D'_LO,WJ: ` `"f� - , ''~f�,..--s-'-,!char! 24 2" SUBFLOOR TO JOIST OR GIRDER BLIND & FACE NAIL rF svzrr• = '�' ___' FLASHING PHONE(631)724.5740 2-16d COMMON (32"x0.162") = * " "' "' INSULATION f S.Si'T II 11=,.1,.a IM!:t: r. EMAiL:TDRPE@TDRPE.COM �dtk.WtRW SE,r E P_ < SE TWEEN STUDS / STEEL LINTEL• Note'C17nu�tlicn t^r t+i?rs r and t n 'irg t ?.;', 25 2" PLANKS 3-16d BOX (3 2"xO.135") or AT EACH BEARING, r_A211r,"hW�-cr'Ir,•Jc^.�.� ..- _�_ FlGureRs02ef') (PLANK & BEAM- FLOOR & ROOF) 2-16d COMMON (32"x0.162") FACE NAIL r -f '�' WEEPHO� NOTCHING AND BORED HOLE LIMITAT1bNS FOR EXTEF!OR WALLS AND BEARING VYALLS NOTES: ] Ir rt �9 r ,, - CONT`;NUOLJ5LY5H;`ATHF'D lCII'T HAMc FR F+F%Illif11AtUN"'ISOF A[1. 3-16d COMMON (32 xO.162 ) ti I 7.1',.;, II <; .I ; j� lc c c \1 b',;AC.L'J 44'ALL LINL ,101',iTS%':il'HIN tHF=H! AEILR SPAN 4-10 BOX (3"X0.128") or 'ay`'.11 "k , .11 ,yam_.-1,tr4ltF{,F!.� t CQ"lrrlr^.LIQL_LY_H..APIED t. .. I �'' ; �1\1, ''5. I V,-:AC:EJ 1''ALL UNE i FLOOR 26 BAND OR RIM JOIST TO JOIST �'�= :_� 'i�) (::�; ; ,,a SEALANT / //' f / ! lta;.:T 4-3 to If NAILS or END NAIL 1,:; rr r p ` / / , ' tl x Sri l.LASCINRY VEPJEER 1 'rff ,/fi r ffff ,r'°`j ` j r N4 F!1.!FyO�,T:'J HEADER rR l'P N ��:;-.". 4-3 x14 GAUGE STAPLES, a ;:� f f/ wrT r:THE H?r'•f i F2'*FAF1,� / 1 FIGURE R703.8 TYPICAL MASONRY VENEER WALL DETAIL f , " StNGLE•PLYOr,Tb'a-P'tYliafl �• \; ��J CROWN FIGURE R703.8 TYPICAL MASONRY VENEER WALL DETAIL 0G\ARCT HEADEf^,�.sEcl°R>a, ,. ;' I ��� _,. - u NAIL EACH LAYER AS /" ;.�; JOIST HA..cFR R._+ ItIRE[7 oclT,lo_ , ., r .l •.!'' s. / OF HEADER I'=..J WHERE.JOIST ENO :•- I 1 r C 'I II 1t ,.i rAlll.;^a;;r-r,:= / l �/f BEAR PI_,LENGTH IS tt,,I HE_: ,., . tti 1 20d COMMON (4 x0.192 ) FOLLOWS:32" O.C.@ TOP �'!�.ap,"`� t- e , Ti,:G,2F' Ar' �?p ArcrttY,x"•+I�IG / - ,,n'r":,x,r'n,d.r•-•.r,m'Cf f , ✓ '� FrV[J{'1R t;F�. k '•... &BOTTOM & STAGGERED •.� 11�?'.�ST 'p"�! TANE ....ar'i t'':;<<`vr�>", %W W. F.r•rtJRN •�• 's/i �'��''"//" �` '� /` ',O FT rn Roa D HEADER Da1=IT „�-' � ' -•J<=-'�':;•i! Y�v ur oA•;;�t.,clr,: nlV:.3,F a,,a.1'f�TO *wt !' '/ j f '/ y 6 1h,.,ris 5 RAST i.UTL'Ft � '`.,�.- ;i - .., 7.°<!e,, ., PANEL / *' „ ��+ J_. ~ }`` n I ar 't ;I': Ftt HEIGM a. 24 O.C. FACE NAIL@ TOP ", i `;r NCL.D-Dav�N LL T stulJ l ,. �,I cF=!F+nLE BUILT-UP GIRDERS & BEAMS, 10d BOX (3"xO.128") or IV' Dev1LE _I1. J r`2 __ - A ED V ALL PAn;EI AT END P,fi-ACED 1VP,LL P.�.NFL AT E4ID r r `r' s' 7 „ & BOTTOM STAGGERED _ ,r f';•. 2 LUMBER LAYERS 3 xO.131 NAILS is QF P' AGED WALL Line CF ERACFD V:'ALL LiNC r ON OPPOSITE SIDES 2-20d COMMON 4"x0.l92" or erJD corJrnrha'r I c f f � •^.,fir._v:, msr r.+.i m rn,valrmi ,�c ;r r_'.,rt ry urir l i r_•+r' ENO cC7NOITIO'!2 G �f ( ) n,-1-!IrD`Of0 ', FIfEIIL7CR 5P"N -- FACE NAIL AT ENDS l=• ,,'• •f. -" - 3-1Od BOX (3"xO.128") or ONE OR8gl,' ;R FLFLL'-'' i, -.,, j "- 3-3"x0.131" NAILS & AT EACH SPLICE OVER PA15ED lr,'O,OD FLC)OR•FRAVtN,Ar'ICiHOR OPTION CQNrTP-IUQ115LY 5HIFATfV) CQai''NUOU`'LY E';HFATHM HE)GH i ISTLIDS PE'1I .� ;.--;-r 1-.- f,,:_ _,i ";0-,� .,.,aulia-;:t __ ._'t",RA':! BKACEL)WALLUNL SECTION - 4-16d BOX (32"x0.135") i er,;nr X;,tr-J>I_L ui.L _ i "� LEDGER STRIP SUPPORTING ] II II '� �'�' f-3' 28 3-16d COMMON (32 xO.162 ) or AT EACH JOIST OR /�f `", "/ .-�.- '" JOISTS OR RAFTERS 4-1 Od BOX (3"xO.128") or RAFTER, FACE NAIL % -'` 4-3"x0.131" NAILS J//- 4- _i. , 1�__ . I � :{'•\ ,. _:lyra`J'tIK•ar 9,7'.'`'`kf r,A!F Yf� / / �. f Fi �+,r:•wTi•;rn:":) JI"Y=•'t'F t'.fcr *i+ 11 I I , t9rit.�7 r F,a?F fC7 X:;"_T O 2-1Od BOX (3 xO.128 ) or ��' I,,. P• :,I, .W.I• �,.,:..a. ;lr X, ' /''% EACH END TOE NAIL _ {'' / 29 BRIDGING OR BLOCKING TO JOIST 2-8d COMMON 2%2"x0.131" or r`!F .'; - F- / :,' no FIGURE RG42:r.2 �'� r' J �i ✓/ r / PANEL D, R',r,4 SDARQ HEC(]ER CON STRL?uT QK 2-3"x0.131" NAILS � � ____ P. ,' !J�� , °• .� , --- SPACING OF FASTENERS \-.>t." 5. 1 T,,rA1.nA�l r.��,"r FRIl-rplM.,�=to11r ,,r°�_,� ��°r�tNlN:�uFa ePJ cE�v t,LL i 0-o'. tnsT e•PnceD �:L'rL �3__ ' �;"'^=�.;4A ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER & TYPE OF FASTENER INTERMEDIATE ,'(;,! `"`"`'"'°°�"' PA'ICL AT END OF BRACED VJnLL PANEL �,.x�THrWu ' - :r ;It',_3.�hPI�Sr,LID 5;_cY'4 '.,: EDGES t •A,,T LAO-ENL'A%VAt I.#'. O-L. INCxEs SUPPORT q'reF s �ir�ED�v,aaD FLOOD-t�'�> ~LAr arrtON WALL LINE •�>ee PwaLlt enr=_r�TS 1.•-` +; �" ,r' ILl r'I I Od e,_OUA-1%,_;_.�.s CLIENT APPROVALS . WOOD STRUCTURAL PANELS SUBFLOOR ROOF & INTERIOR WALL SHEATHING " -` ` `e~ ``-� �'�' `'' :%` • "L"'"'`"""� zNi T APPROVED BY: DATE: ENO Ct}rtplT:hN 3 T aTJ CY��IOITIQr•I-0 r' ? r > > FF:OIJT EI txVAT;ONFCTIarJ ' .%` 1, �A> `. ] ISSUED FOR CLIENT REVIEW 10/27/2021 TO FRAMING & PARTICLEBOARD WALL SHEATHING TO FRAMING I --y' �,t� 7 . %: II rt A4ETHm C3,-PF'-C N NU U5 � COMI LIOU.,,_Y SHrATHJ_D �,/ = x` -,' ,, y /° e 2 11/10/2021 6d COMMON 2 x0.113 NAIL - G I rJ LY SHF�THED P��'TAL r F s' '�, .r", j ' '� ' ,* ISSUED FOR CLIENT REVIEW ( ) -r,i. F, FF.AMC Pl,N'J_Cf,',Nt j P!,!('T!01%i --=`-._ VT,A,CEP WALL LIHL :.` L,° r_, -';s rLif k;,.:'1r,t E i�..,_t: r. may' l 3 C NT REVIEW 11/19/2021 SUBFLOOR WALL _ `� 4 rtt' t ifs ; tro�r r irfi # t:•.'':�s .. ?�: j.>` F.-�7'.1!R f ISSUED FOR LIE ( ,rF,(L..tir• 1.'\,:aL,i(-. I .,S 1`l r'l"- .t A: Aa: ",•.`•"•^n, �, t �,., �,O6 7 - 11 II 11 It - - ,J d.. P ,.I. .S' .L:, ..,'a�,"-',•' F EileFN7C; t ,,,,r,.. .�.:.z"'-'- •r `". *,. .r.' " „1 __....-_... ] - C - ;:.. t, JCt== 4 ISSUED FOR CLIENT REVIEW 11/20/2021 30 % -2 i', f: ,. , 1 > rf`TJF,N PA"JEL: c l 'ALL i_ r 5L t D rr I �`.81I Ir 8d COMMON (2 x0.131 ) 6 12 r i;, �4"T 7f $F A I �; NE i A,T iG W I a -� 4 .,. ' NAIL (ROOF) or ]Ljfi�.r_... ,_,- ,..__ .,-, �_.-._ w._-. ,,. "__ l_� _ __. w_...__.w. - _ WOAD STRUCTUF�,L PA"itLCi M' , • s- ` :� 5 ISSUED FOR CLIENT REVIEW t „y-a,a� r-,°:�,,v• . - 12/3/2021 3 tl tl fr,l ';G :'! 'y:ll# 'Rvs+` .;*N Wi`TANCE D: "f P n pr c r } .x<a-. 4, `o. 'ate, ` 14' i -' !P RSRS-01 (2/ x0.113 ) ROOF _ '.: ;:: w M - c 2 a t � reD i'�aEE E •es H_nr.�ea wITH `. . ' ,'.. 5T ,P�, PANELS ;rti �. . . 7 6 ISSUED FOR CLIENT REVIEW 12/13/2021 4{ j - - - ' t ~-~"-----� r.. LVOQ[ RUCTl L P L5 �xl.,.....z,°', !,s -r.. _ I .. ] -�• 32"P CAR BPACED WALL Li?IE5 5HEATHED tMTTH -::..,`� I A s 1 r.L`5'•I`I°�ryQ x sir L _ 7 ISSUED FOR CLIENT REVIEW 12/15/2021 8d COMMON NAIL (2/2 x0.13 1 ) Ir 11 ;4'.�`_ 1: .::�.: �� : STI.U;TLJPAL nr�^P-30AM. :�, ;. `;, x..,tr0u� I.E.A.:_,.L!t_,r.�t,Tn cr R'.� :- ]9 tl 11 6 12 I , �_ - i 31 �2 - 1 3 II n ;'; :®-: !;C= :A ttiWa- e "t,`= ,,`'"r ._ A',,-� "I.;' � _ �Istt=er�Tf r� ss e.I 8 ISSUED FOR CLIENT REVIEW 3/7/2023 RSRS-01 (2/ x0.113 ) ROOF sr f aLD.Dw',ti'"J ` `' �' ,_ Ear's' I..`._ ��;x "�:,:;_. ;, ' '4 n * �oQL CAPAC�T� 'n�Pw,a•"J riD Fr.,rE�eD . _ +. ,{a'' . MVtrF. TQ THE rDGr O T,1 BR„CED "� . - 11 9 ISSUED FOR CLIENT REVIEW 3/13/2023 r 4.'AI.._.PArJr« tl rl : - #� '%,,..:N '�,9''I,..- rc ti,c M F ., *:.v;'., --L.,.._,.^_.v.) ec.P<.r,:••�.,,t{p,W, ' 1 Od COMMON NAIL (3 x0.148 ) r' r TIiF car p.AND TO TH, r 32 l�n _ l�It 1 F''r,• t a n, r I" A, ISSUED F It 1t i,,, CLC;_..T 7O J,. ! ''� 1 E: -r.r_,_,-rr t1aLD-Do,^.'rJ DEti IG>=-� F:".�7T P,..ASED Ur WALL PANEL °:.nf, .;`, .��,rrra OR CLIENT REVIEW 3/29/2023 8 4 6 12 `; ,` ;:. '�. �;..r Ffltit.f.AT!C1rJ CF r Lt7GF t;A.11rJ� ,-LCt ,. 8d (2/2"xO.131")DEFORMED NAIL ..'f''�`` `t � -• r,; ssct2Tvi,rr,W.lCI l,.,a ISSUED FOR CLIENT REVIEW 4/5/2023 .'4:�"E":3;��t"p+�:".�s�':i;�•f'!�;.• E"d�?CC��I??ITiC?"1 5 •Cola n••l�w3djv t`l,a,, ;,. s:-%=n€}T��?ka••"I':\.;,, 1 1 k•-',5 TttL S,I,,p OTHER WALL SHEATHING ISSUED FOR CLIENT REVIEW 5/25/2023 1%" GALVANIZED ROOFING -s .``-4' :`-�` W ��;: ;' lir e ,f`_O^',A n'i _- V40 CONDITION FOE'.BF,ACCD WALi.LINE`_,W171�1 CONTINIJOI 5 S'i!rATHIN> - 2 = FEr+rrr,,)ri�°,',i .,'.r,.' „ :`,#na^r .� -I rAi,�;; f t^ {fyC �y.r�G �r t 3 1 It 7 It f' .., �,i '.,.. ..... .-. . - h'•• :; .,' _ I�L?IJ PtL R�lJ.J. .l{i STRUCTURAL CELLULOSIC NAIL, /6 HEAD DIAMETER, ?:' ,�rl_ ,: ,- _ ,a',; •' -T ^,.,� ',•f,,,-a s._�f:. :,yf,. - :;s•'• r I, .ner l"" -;I -, ..y 3 6 �, _ ri _ T''�M;'r r;A ° 4 l 'r .,''T�' - �Y. -C 'T- t '!r r-'' E T BI OCK O D It f;,t� ♦4• , !� J: VI�` NiY i,'1�� 'J��V�� 1 '' .. .- � 'F�r4 tf=:`it fl G`'rtL+ _�_�`:,,' ," :`F I •E".�,Gi 1,t r!;:,`.+,;f l +' _� fi FIBERBOARD SHEATHING or 1/4 LONG 16 GA. STAPLE - - - .r., r . ,r.. 7 -_ ____ ___. _.._�...-_ __ _.11: J W/ /6" or 1" CROWN 4;,'., - ` "ray yl�ti , a '�� �rpt�T�.v,r •>,�,._ .. . ' :,r rr _st_ IIG+ L ',�'L!J�•krLLi•O•,1,i'.,..} J ;,, 9'i ,'{"bf ^E,'' '`;;a si i�fN. -ti rr "!),• F '�'�[�S; '.t •a,L-AJ0 rj��c fL:`L1ri ' ,+� II v"_ J.,f �'� - ;,'';;�}.,- t•-�,.: ., rir_. - :.�-,T 1-d1'e"-F+"i`AT'a"F �: +'�, 1% GALVANIZED ROOFING p �i I'I ; w : > ] .... ; :ITF+4 r;r�rl.'.<; ' -,,�_ r I, >.p11.1 4 'le - -5.-- ;,,,. •�, - -1=''.ra+:-_------ 'r Irt"K.:1_,�, - %FY:Tw"•+•-� iit,r .,%:^, :._,,_'p'-."rr''N--•'..", fst h.:j.5tr i"'C+9``.�t-�-.f" ^ • .< .� r r` ' J -•A T.ir.(.i�•.'h�.'I.yla"T,I,'L"j',-„ ^. - _ _ l�` '� - - - ,w» -��-.i..r--�il: JA- r L1 .4.T` t •r - f rs.. 11 �i-' "k` -J 7 _ A •k..,d.Jy r"e- f. I It 11ri"- ----.- _ TR TURAL CELLULOS C _S UC T R ��"a" r'NAIL DIAMETER, ��� �`'� `� / HEAD -'�-:� � '`;;• .ter -� .'�_ 32 �6 � -:€�...y'�•}i ��`,-'��-' ,r �- O N S & D R A W I N ISSUE :r''s� ,r'::` ! t �}3ti-% � .� - f� REVISI G 34 :r. s,.'..C1*-, ,ti*-'F'P.W',,&'I'i - r•< ,+,A.i'4r - ,,n,=, . .z,,l t. . `s t �r2' Jv .I.o.. FIBERBOARD SHEATHING 7 " pM1 O j tl {.* .y'` -r, �- .fr~1 ia,++�4„ "-1, ,'t,...-a 1.�J!�f0'_'7 a'L.srL' .: -ter!, .o-•'!j`' ;r: "Ir" C`� a i,�,,' or 1 LONG 16 GA. STAPLE ;tx . ' ��'T r.'--� �;A,a- :',�i i ,_,", ,:; ,i^ , ] ISSUED FOR CLIENT REVIEW 6/14/2023 W/ /6 or 1 CROWN - - - --- - --- s> ti-, ,- r ff, If .`. � t»�4 f' -.- 2 ISSUED TO GC 8/14/2023 1 - ! y " ��y>kJ '� t- 1qs 'CT. 'r� y„ a' ,_,,-},a n^ c` y s w r • f 'll _ i/2 GALVANIZED ROOFING r " �� rFE "� r � P - fi.� a ;�, •F 3 IGt�RI= aOZ:,'10: {� _ �..i �l:�- � : rl �_.� lrk-c�nc ;t , ': _J 1 :,:u.R , 1 f is , �, �' , ,, ri•p I FIELD CHANGES 10/10/2024 - - - -... -- -- - -- -- -----. - - - j �! 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I, d ' �' G e"J ql:t F '�.i s°,1"A E r c, .',, �q TYPE OR S ,'. _, :. r.r, S d W TJ ._J' C M i ,. _ Y - Y 9 La �. -- TY i..7" �� _ Ii r' v �'n#, z,.,na .: ri„7•d.{,'. :> AATEk.;; I' i s _ L `• - rF, .l• Y" _ -LF?,'Ar ST,. ] - •qy.:A.-!4"CJ ACt,s.e;. - r.' - 'i-. ,i�p?.:'ice r :. MENT TO FRAMING ..>.. :J.cc:r_•:',, : II ; ': - <m =: .:`;r ,r ;f , ,. . :_��'r t:=,�° - `£r ' j WOOD STRUCTURAL PANELS COMBINATION SUBFLOOR UNDERLAY ,� �, u , . � r ,, ,?" 5.7L,_ttir c, a _ , -r , :ia• irr:a' , , I,, !;,'!i,*"f rT(} �IRftr r'r 11 Il 6d DEFORMED(2 x0.120 NAIL or 1, i. C J5g�rr3'?`?r�L,i',; I, FiG J R E R {12.1�}.U. � 3 11 ( ) ; II 11 i• - .e.J .# c>> �-- II,A®,'J:) ,, -041, PS41J r" L :r!ry ,,d ry?tiI I. x AND LESS 6 12 .Y �- u x �r. 37 / _ ,� " " , ..f. ,'�"i '�.,J'I,7 ,s'.y„""_:•"r.,C r-%- ..'�" �.. -'�• a. c i.ti r' .�,_7 7 1 C 1 NAIL -a �:G . ..,.' - rs. x „.-r ...,., _. �.rr ..k�.,.��.. �:,r,,, F ti�� .,. E : r BR4 .Eft 1�I,�LI_ 'A!'aEt CCh�P�IE..TI£ T TO! 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J �,-.- i g„-" ' sT - -, �a _- n �, .�4 ^m, ��_�`r,.a_, ''I ,I a / PROJECT TITLE: TORRESESTRELLARESIDENCE , •,- -, - 10d COMMON(3 x0.148 NAIL or - - - --a _ _ --. - , ,--- - - =<.::.-.:r _.. , r4 . x, L.-s .. _ � 39 1 1 6 12 ____-- ---. . r 8 4 ] n " - "rJ' 11- -r t- �;C aL t, t. DATE: 10/19/2021 8d DEFORMED V x0.120 NAIL (`. Y'' cf t t :.T r ( ) ENGINEER SEAL: y a k ...,. r ` '� J P i :'F:: AS NOTED i . : w , r ;: - :,- a;,-. . ,: r. r' R- , .plr:-rr,_.' .r,,:= rt '-lttt",,Ar. r DRAWN BY: '��7, :.'r 7i:. .'it„ I<^i:XyFt'vi,s�'t#r"t a'.4g;',p•. ;•;. ,rr• /,f1 %F GA.a 8f.1 C i13%"r: q'tl., D.G. _ - ra'._•fcs•.1-- .,-s?e!�.e3�t'.:vJ^ ..><,,v'S,_• •N1: ;j• t+'J -#tc3RF�'.7tfi Fw:,!t • '! / 'r[�-`�s '.,�� ,;i,'-ri;,�. rrv:. ,:t i .•� ..s 1. r .�.�� - r- _ _ r:r. _ .•, /'I+: IaT"�A1''7E i'A^TrI.�':%l6'41;1riA .,,,T's•7"A"#".f"s 1 .fi. `R: R'3 #i:F=':[ F I^7. , :,I {' -7y.�'•T' D / �"' y(' :.';" V R"t-C bs.e7r'v f„ .. ,f S'J !'it \.sl �I'1. t'•v Wr ChT�T,AE PLA'�E Al Tt-+ f r f 1 yT yq g CHECKED BY: T.D.R. :,;roc¢:._7 jr,";` �F• f'a'F.::'M.�<p"!ae �t . :F,Rflo.Y,7'? L ,'k.lf''1I.I.1Ji Y',. ., I1 ,rr'�/ �.. T!"1TT+r 1'I APF AT CCA^Ie S=C`F Ctr TFe. i:J.:, v r �T•'h'iJY>.�..t•#'ai^,C:, ._ckJ.`... - 3,, {. _ . ... . '.<'--:z':1- �,-1 ,klo%-f 44!rlid 1!"d M1AI!$PAC_I1 SiFil DRAWING NO: I If -.,__.,.._.. - . - _. FIGURE ,.I J ,7.�D. (2j h 9r�., . _. ,T__r ,._,_, _, 2 BI�ACED'�IV.ALLPANEL'CON� IE!CTIO"4WHETPATtAL,LEI=" 0' LOOIVCElLINGfRAr ING3 �11 # _ � _-_-__ f f b;' L1 i ;: r ,, tI .. TOF P A`r ,, `� r K'.•,k: i .� r �,�' f-"._,:�. I r� //l 1 , . � ', I ,�,� J{Y.,t , ;'',}t, '\ DRAWING TITLE: ii _ � ' ' ' NEW YORK STATE r, ` �, J .J c�:n .�:; ,`r�``,�;`J' RESIDENTIAL CODE FIGUI< �: S � J . . - .TOP PLATE FE�M[NG TO ACCOA1t,2t'3DATI=PIPING ,(��" , l! � � '•.. ^�-�?`..- \.t•, .' ' . _C ed,+ `zz=-= _c p,.-,- TORRES ESTRELLA RESIDENCE I boa o� OCCUPANCY O APPROVED AS NOTED USE IS UNILIWL UL DATE1 18-Z-3 B.P.#H 9 4005 WITHOUT CERTIFICATE FEf:524-gDD BY OF OCCUPANCY NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE 2. ROUGH-FRAMING,PLUMBING, STRAPPING,ELECTRICAL&CAULKING COMPLY WITH ALL CODES OF 3. INSULATION 4. FINAL-CONSTRUCTION&ELECTRICAL t4EW YORK STATE & TOWN CODES MUST BE COMPLETE FOR C.G. AS REQUIRED AND CONDITIONS Or- ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW SOUTHOLD TOW1 ZZA YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. �, *•m ++ SOUTHOLDTl%�riI1`111i:i.N'r+31Cafl.: ' ��...,,�..�..SOUTHOLD TOIlli el TRUS I>! pf ELECTRICAL ,,,�,.Pl.Y.S.DEC INSI'ECTIQ'I REQUIRED Bto-nrCr d cor End t�U. f�'`i}Y'i: PLUMBERCERTIFI::1"iT10I`d ON LEAD CONTENT BEFORE tcrth-10;II'C';Tj;rccL CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEt l CANNOT Must provIde f&nuaIS EXCEED 2110 OF Iola LEAD. D,JcndSr^pvr N YS energy Code PLUMBING ALL PLUMBING WASTE &WATER LINES NEED Fire mpr nation TESTING BEFORE COVERING rcqutrcd r s per NU Code ARCHITECTURAL REINFORCED CONCRETE (CONT.) THE DUTIES OF THE ENGINEER AND HI5 EMPLOYEES OR AGENTS SHALL TERMINATE WITH THE COMPLETION AND CONCRETE IN FOUNDATIONS AND 5LAB5 EXPOSED TO WEATHER AFTER COMPLETION OF THE *TORRES ESTRELLA* DELIVERY OF WORKING DRAWINGS.THE ENGINEER IS NOT RESPONSIBLE FOR SUPERVISION OF CONSTRUCTION,NOR DOES THE ENGINEER HAVE AUTHORITY TO ACT ON BEHALF OF THE OWNER OR THE CONTRACTOR UNLESS NOTED OTHERWISE IN WRITING. PROJECT SHALL CONTAIN FIVE PERCENT(+/-I%)BY VOLUME OF ENTRAINED AIR AS PER A5TM C23 1. TORRES ESTRELLA RESIDENC RESIDENCE SLUMP SHALL BE FOUR INCHES AND ALL CONCRETE SHALL BE CON50UDATED BY ADEQUATE VIBRATORS. I T ZONING DATA THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACTS OF OMISSIONS Of THE CONTRACTOR OR ANY SUB 13 8 S PIKE STIRIEET, MATTITUCK NY 11952 5 PIKE STREET CONTRACTOR OR ANY OF THE CONTRACTOR'S OR SUB CONTRACTOR'S EMPLOYEES OR AGENTS,OR ANY OTHER KEEP CONCRETE SURFACES NOT COVERED BY FORMS PROTECTED FROM L055 OF SURFACE JURISDICTION: TOWN OF 5OUTHOLD MATTITUCK,NY 11LD PER5ON5 PERFORMING ANY OF THE WORK. M015TURE FOR NOT LE55 THAN SEVEN DAYS. TOWN OF COUNTY SUFFOLK COUNTY THE ENGINEER 15 NOT RE5PON515LE FOR THE MEANS AND METHODS OF CONSTRUCTION,NOR FOR THE SAFETY ON THE 5LA55 ON GRADE SHALL BE PLACED IN SECTIONS NOT EXCEEDING NINE HUNDRED SQUARE FEET PERMITTED USE: 5 I N G LE FAMILY RE51 D E N C E JOB SITE,AND THAT THESE RESPONSIBILITIES ARE INTENDED TO BE AND TO REMAIN THE SOLE RESPONSIBILITIES OF WITH THIRTY FOOT MAXIMUM SIDE LENGTH. ALL CONCRETE 5LABS SHALL HAVE STEEL TROWELLED THE CONTRACTOR(S). FINISH UNLE55 OTHERWISE NOTED,AND SHALL BE REINFORCED WITH GXG-10/10 WWf LOCATED LOT AREA: I G,250 SQ. IT. BY ACCEPTANCE OF THESE DRAWINGS,THE OWNER AGREES TO A55UME FULL RESPONSIBILITY FOR ANY DAMAGE OR ONE INCH FROM THE TOP SURFACE. SETTLEMENT,OR CRACKING,ETC.OF NEW CONSTRUCTION AND WILL NOT HOLD THE ENGINEER RESPONSIBLE FOR THIS HE INSTDRAWRUMENTS ONGS,SPECIFICATIONSENGINEERS AND OTHER DOCUMENTS •� PREPARED BY THE ENGINEER FOR THIS PROJECT ARE INSTRUMENTS OF THE ENGINEERS SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT AND UNLESS OTHERWISE NEW FORMS SHALL BE USED FOR ALL FOUNDATION WALLS. p pOJ ECT POSSIBILITY. PROVIDED THE ENGINEER SHALL BE DEEMED THE AUTHOR OF THIS PROJECT EOCUME THESE ARCHITECTURAL/ENGINEER DOCUMENTS ARE THE INSTRUMENTS OF TIMBER F RAM I N G STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT. THE SERVICE AND SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE PROJECT FOR WHICH THEY WERE COMPLIES WITH THE O AND SHALL RETAIN ALL COMMON LAD, OWNER SHALL BE PERMITTED TO RETAIN PREPARED IS EXECUTED OR NOT,THEY ARE NOT TO BE USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN TIMBER FRAMING SHALL COMPLY WITH THE MINIMUM REQUIREMENTS SET FORTH BY THE 2020 NEW YORK STATE RESIDENTIAL COPIES OF THE ENGINEERS DRAWINGS,SPECIFICATIONS AND AUTHORITY Of THE ENGINEER. 2020 N.Y.5. UNIFORM OTHER DOCUMENTS FOR INFORMATION AND REFERENCE IN CODE,CHAPTER 5(FLOORS),CHAPTER 6(WALL CONSTRUCTION),CHAPTER 8(ROOF#CEILING CONSTRUCTION), CONNECTION WITH THE OWNERS USE AND OCCUPANCY OF THE ALL SURVEYS,TEST BORINGS,ENGINEERING REPORTS,OR OTHER 5IMILAK STUDIES REQUIRED FOR THE PREPARATION UNLESS OTHERWISE NOTED. RE51 D E NT I AL CODE PROJECT. THE ENGINEERS NOT BE USED CIFICATIONs AND OTHER DOCUMENTS SHALL NOT BE USED BY THE OWNER OR OF THESE CONSTRUCTION DOCUMENTS AND/OR ARE REQUIRED DURING THE SUBSEQUENT CONSTRUCTION PHASE OF THE OTHERS FRAMING LUMBER SHALL BE SQUARE EDGE,STRAIGHT,SOUND,WELL- N,F,P,A. 70 STANDARD OR FOR FORCO1��IPLETION OF THIS PROJECT FOR OTHERS WITHOUT PROJECT SHALL BE PROVIDED BY THE OWNER. SEASONED,MAXIMUM MOISTURE CONTENT OF NINETEEN UN PERCENT AT TIME OF IN5TALLA110N;LUMBER SHALL BEAR THE ON OTHER PROJECTS FOR ADDITIONS To THIS PROJECT WRITTEN CONSENT FROM ENGINEER. GENERAL GRANDEARD SIZES.AND RADEMARK OF THE ASSOCIATION BY WH05E RULES IT 15 PRODUCED. SIZES INDICATED ARE NOMINAL STATHE ENGINEER SHALL A55I5T THE OWNER IN FILING AND OBTAINING ALL LOCAL BUILDING DEPARTMENT APPROVALS FOR THE FRAMING LUMBER SHALL BE 5TRE55 RATED HEM FIR No.2 WITH A 5TU55 RATING OF 875 AND ZONING RULE CODE EX 15T I N G PROPOSED CONSTRUCTION DOCUMENTS OF THIS PROJECT.ALL FEES RELATED TO THI5 APPROVAL PROCE55 SHALL BE PAID FOR BY THE 650 PSI RESPECTIVELY FOR BENDING FOR SINGLE MEMBER 05E AND 95 AND 75 MIN.FOR SHEAR. OWNER.UPON BUILDING DEPARTMENT APPROVAL OF SAID DOCUMENTS,THE GENERAL CONTRACTOR IS NOW RESPONSIBLE FOR ♦ 'THOMAS D. REILLY P.E. TAKING OUT AND PAYING RELATED FEES FOR THE°BUILDING PERMIT"AND ALL FOLLOWING PERMITS UNTIL THE"CERTIFICATE PROVIDE DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS OVER G-O'IN LENGTH. A. HEIGHT Of BUILDING (max.) 1 9'-G"-I-/- ° Of OCCUPANCY"15 SECURED. NO CHANGE `- 1 5t01" 4 BEZEL LANE PROVIDE SOLID BRIDGING BETWEEN JOISTS AT G'-0"O.C.MAXIMUM. y ��` � ''�� r #} ' CONTRACTOR(S)SHALL PERFORM ALL WORK IN COMPLIANCE WITH ALL APPLICABLE CODES,CODE AMENDMENTS,STANDARDS, SMITHTOWN,NY 11787 ORDINANCES,RULES AND REGULATIONS INCLUDING,BUT NOT LIMITED TO THE FOLLOWING: UNLESS OTHERWISE NOTED,ALL WINDOW AND DOOR OPENINGS SHALL HAVE 2-27 12"WITH I J2"PLYWOOD BEl'WEEN 5. LOT AREA (m)n,) I G,250 5�.ft. NO CHANGE . z,K� � , , PHONE(631)724.5740 LOCAL ZONING ORDINANCES HEADERS ABOVE. {14 '` a,`i" LOCAL BUILDING DEPARTMENT REQUIREMENTS ¢ r t EMAIL:TDRPE�a TDRPE.COM 2020 NEW YORK STATE RESIDENTIAL CODE ALL SILL PLATES IN CONTACT WITH FOUNDATION WALLS TO BE PRE55URE TREATED AND HAVE CONTINUOUS COPPER TERMITE C. LOT WIDTH 1 3 O'-O" NO CHANGE 2020 NEW YORK ENERGY CONSERVATION CODE SHIELDS. SILL PLATES SHALL BE BOLTED TO FOUNDATIONS WALL5-SEE ANCHOR BOLT DETAIL (m 1 n.) c �, , ' BOLTS MUST BE EMBEDDED A MINIMUM OF 7"INTO FOUNDATION WALLS. , CONTRACTOR SHALL CONFORM WITH THE INTERNATIONAL RESIDENTIAL CODE 5AFETY OF PUBLIC AND PRIVATE PROPERTY FORCE MORTAR INTO THE JOINT BETWEEN 51LL BOTTOM AND TOP OF FOUNDATION. D. F PONT YARD SETBACK (min.) 2 O.O' NO CHANGE NOTES: DURING CONSTRUCTION OPERATIONS. W CONTRACTOR SHALL WORK/ENIMATE OFF OF APPROVED TOWNSHIP PLANS FROM THE TOWN OF SMITHTOWN All SUBFLOORING,WALL AND ROOF SHEATHING SHALL BE EXTERIOR GRADE PLYWOOD. 51,113FLOORING-314" WALL THE CONTRACTOR SHALL VI51T THE SITE TO VERIFY ALL EXISTING CONDITIONS AND FAMILIARIZE THEMSELVES WITH THE SHEATHING-1/2',ROOF 5HEATHING-5/811. E. REAR YARD SETBACK (min.) 74. 1 ' NO CHANGE INTENT OF THE DRAWINGS.ANY DISCREPANCIES BETWEEN THE DRAWINGS AND THE EXISTING CONDITIONS MUST BE REPORTED LAIVL) TO THE ENGINEER OR OWNER PRIOR TO THE START OF CONSTRUCTION,THE CONTRACTOR SHALL INCLUDE IN THEIR WORK ALL BUILT-UP WOOD GIRDERS AND HEADERS SHALL NOT HAVE ANY SPLIT ON THE WIDE FACE Of ANY MEMBER GREATER F, 51 D E YARD SETBACK (min.) 5.Y.# 1 7.2' 5.Y.# I NO CHANGE AOCE ?1 � THE EFFECT OF ALL EXISTING CONDITIONS. THAN 1/2 TIMES THE WIDE FACE. ������� T�►``'' S.Y.#2 8G.3' S.Y.#2 NO CHANGE ALL EXP05ED WOOD FOR SOFFITS,OVERHANGS,ETC,SHALL BE APPROVED EXTERIOR GRADE.(PAINTED ALL SIDES AND ENDS) TOTAL 9 3.5 TOTAL NO CHANGE SITE WORK ALL TIMBER CONNECTIONS SHALL BE MADE WTTH J015T HANGERS,FRAMING ANCHORS,OR RAFTER ANCHORS OF MINIMUM 18 THE CONTRACTOR SHALL STAKE AND LAY OUT ALL WORK AS SHOWN ON DRAWINGS AND VERIFY GAUGE PRIME GALVANIZED STEEL AS MANUFACTURED BY TECO OR 51MP5ON. rx ALL GIVEN DATA PRIOR TO CONSTRUCTION. ALL TIMBER CONNECTIONS LNCONTACT WITH ACQ PRESSURE TREATED LUMBER FOR EXTERIOR FRAMING.SHALL BE FASTENED " THE CONTRACTOR SHALL(UNLESS OTHERWISE DIRECTED BY AS PER MANUFACTURERS RECOMENDED FA5TERER U51NG TYPE 304 OR 316 5TAINLE55 STEEL CONECTOR5 AND FASTERERS OWNER)INCLUDE IN HIS/HER WORK THE REMOVAL OF ALL SHRUBS AND TREES WITHIN THE AREA ALL STRUCTURAL COMPOSITE LUMBER 15 TO BE MANUFACTURED BYTRU-JOIST 6" DIAMETER OF WORK,AND TRANSPLANTING OF SAME TO LOCATION(5)AS DIRECTED BY THE OWNER. CORP.P.O.BOX 60 5015E IDAHO 83707 OR APPROVED EQUAL.ASSEMBLE AND, INSTALL AS PER MANUFACTURERS INSTRUCTIONS.MICROLAM(M.L.)TO 1,V THE CONTRACTOR SHALL EXERCISE GOOD JUDGMENT IN MINIMIZING DAMAGE TO EXISTING AREAS BE E=1.9 AND PARALAM5(P.L.)TO BE E=2.0 ' (INCLUDING LAWNS AND 5HRU5(5) NAILING TO CONFORM TO SCHEDULE INDICATED 1N THE 2020 NEW YORK STATE RESIDENTIAL CODE VARIOUS ALL EARTH/GRA55 SURFACES DAMAGED OR DISTURBED DURING THE COURSE OF CONSTRUCTION CHAPTERS,AND AS RECOMMENDED BY THE METAL CONNECTOR MANUFACTURER.-SEE SHEET RC 2 FOR SCHEDULE 4 � REFLECTIVE WHITE �' REFLECTIVE RED CI" � - w' SHALL BE RESTORED TO ORIGINAL CONDITION.WORK MAY INCLUDE NEW BACK FILL,TOP501L AND a fret PANTONE#1 a7 - Lj 1V 1� RE SEEDING WITH FERTILIZER TO MATCH EXISTING ADJACENT AREAS. LEAVE 1/1 G1 SPACE AT ALL PLYWOOD PANEL END JOINTS AND 1181 SPACE AT ALL PANEL EDGE JOINTS, � �, GA��CrE 1 PROVIDE SOLID BLOCKING FROM TOP OF GIRDER OR FOUNDATION WALL TO THE UNDERSIDE OF FLOOR AT WOOD POSTS.ALL WOOD POSTS SHALL BE 041 MINIMUM(UNLESS OTHERWISE NOTED.) 0 DEMOLITION 5 r REFER TO CONSTRUCTION DOCUMENTS FOR SPECIFIC DEMOLITION LOCATIONS AND NOTES. MECHANICAL WHERE EXISTING WALLS ARE SHOWN TO BE REMOVED AND/OR NEW OPENINGS ARE CALLED FOR IN EXISTING WAILS, ALL NEW MECHANICAL PIPINGIDUCTWORK DESIGN,EQUIPMENT AND INSTALLATIONS SHALL COMPLY WITH THE MINIMUM - 'i 9 kSt, THE CONTRACTOR SHALL BRACE/5UPPORT ROOF,CEILINGS AND/OR WALLS PRIOR TO REMOVAL OF EXISTING WALLS, REQUIREMENTS SET FORTH BY THE 2020 NEW YORK STATE RESIDENTIAL CODE(CHAPTER 12 THROUGH 26) F FUEL GAS,UNLE55 OTHERWISE NOTED AND ALL LOCAL CODES,AND ALL APPLICABLE A5HRAE AND 5MACNA STANDARDS " MA CEILING JOISTS AND/OR ROOF RAFTERS AND TO MAINTAIN SUCH CONDITION(5)UNTIL NEW HEADERS,BEAMS OR WALLS ARE INSTALLED AS SPECIFIED. THE HVAC CONTRACTOR 51INLL VERIFY THE 52EIPERFORMANCE OF THE EXISTING 5YSTEM(5)AND CALCULATE THE NEW ` REQUIREMENTS TO DETERMINE IF THE Emnt4G 5Y5TEM(5)WILL BE ADEQUATE TO ACCOMMODATE THE NEW ADDITION.IF THE - i 1 THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR MAINTAINING THE STRUCTURAL INTEGRITY OF THE PROJECT AT ALL f EX15TING 5Y5TEM(5)ARE NOT ADEQUATE,THE CONTRACTOR SHALL INCLUDE IN HIS/HER BID THE C05T OF EXPANDING THE TIMES, 5Y5TEM(5)AS REQUIRED FOR PROPER PERFORMANCE. ✓'''ter CLIENT APPROVAL S ANY DISCREPANCIES RELATED TO THE DRAWINGS WITH THE ACTUAL STRUCTURAL CONDITIONS THAT EXIST SHALL BE „✓" APPROVED BY: DATE: REPORTED TO THE ENGINEER PRIOR TO COMMENCEMENT WITH SAID WORK. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR MODIFICATIONS AND EXTENSIONS OF THE EXISTING HEATING s w 1/2" rt ° ISSiJED FOR CLIENT REVIEW 10/27/2021 SYSTEM INCLUDING RELOCATION/RERQUTING OF EXISTING PIPINGNUCTWORK,ETC. � � ', STROKE ^ y � ,.,.►if''r THE CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR INSTALLATION OF NEW AIR CONDITIONING SYSTEM EQUIPMENT, The construction type ISSUED FOR CLIENT REVIEW 11/10/2021 DUCTWORK DIFFUSERS,THERMOSTATS,ETC. 51TE LOCATI ON designation shall be », �µ FOUNDATIONS AND FOOTINGS "I 3 ISSUED FOR CLIENT REVIEW 11/19/2021 kI"�`ill",'�111","I V"Or"V" " {* E, ✓ �.�"� , to indicate the construction - "_ � � -'"- � PRIOR TO EXCAVATING THE GENERAL CONTRACTOR IS TO LOCATE ALL UNDERGROUND UTILITIES(GAS,WATER, CONTRACTOR SHALL REMOVE EXISTING AND PROVIDE NEW PERIMETER BASEBOARD CONVECTORS(CONVECTOR TO BE SCALE: N.T.5. classification of the r>°. 4 ISSUED FOR CLIENT REVIEW 11/20/2021 ELECTRIC,SEPTIC,SEWER,ETC,)AND NOTIFY ENGINEER Of ANY CONFLICTS WITH PROP05ED WORK. DESIGNATION FOR STRUCTURAL ., " ~ SELECTED BY OWNER).CONTRACTOR TO PROVIDE NW PERIMETER BASEBOARD ON NEW ADDITIONS. structure under --mr CONTRACTOR TO PROVIDE UNDER COUNTER CONVECTORS IN KITCHEN AS REQUIRED, section 602 of the BCNYS �-" ` S ISSUED FOR CLIENT REVIEW 12/3/2021 FOUNDATIONS AND FOOTINGS SHALL COMPLY WITH THE MINIMUM REQUIREMENTS SET FORTH BY THE NEW YORK STATE COMPONENTS THAT ARE OF µ r'"� i ` ,;: D I�AWI N G LIST TRUSS TYPE CONSTRUCTION w_ RESIDENTIAL GODS(2020),CHAPTER 4(INCLUDING,BUT NOT LIMITED TO REINFORCING,ETC.)UNLESS OTHERWISE NOTED. ELECTRICAL 6 ISSUED FOR CLIENT REVIEW 12/13/2021 ■ "F" FLOOR FRAMING,INCLUDING 7 ISSUED FOR CLIENT REVIEW 12/15/2021 FOOTINGS SHALL BEAR ON ACCEPTABLE UNDISTURBED 501L WTTN A MINIMUM BEARING CAPACITY OF TWO THOUSAND ■ ■ GIRDERS AND BEAMS POUNDS PER SQUARE FOOT(VERIFY IN FIELD)AND 5HALL EXTEND 3'-0"MIN.BELOW FIN15HED GRADE, ALL ELECTRICAL MATERIALS AND IN5TALLATION5 SHALL COMPLY WITH THE MINIMUM REQUIREMENTS SET FORTH BY THE 5 P- I S 1 TE PLAN, FOUNDATION PLAN ■ ■ ISSUED FOR CLIENT REVIEW 3/7/2023 2020 NEW YORK STATE RESIDENTIAL CODE,PART VIII,CHAPTERS 35 THROUGH 43,UNLESS OTHERWI5E NOTED, GENERAL NOTES "R" ROOF FRAMING TRUSS SIGN NOTES: EXCAVATE AND BACK FILL IN A MANNER AND SEQUENCE THAT WILL PROVIDE PROPER DRAINAGE AT ALL TIMES. AND ALL LOCAL CODES AND/OR ALL REGULATIONS OF THE LOCAL UTILITY COMPANY. ALL MATMA15 AND EQUIPMENT BWLD KFR' FLOOR AND ROOF FRAMING C C SIGNS SHALL BE PROVIDED ONSTRUCTED BUILDINGS THAA NEWLYT UTILIZE 51TE PLAN 9 ISSUED FOR CLIENT REVIEW 3/13/2023 SHALL BEAR THE LABEL OR APPROVAL OF THE UNDERWRITERS LABORATORIES,INC, UNDERWRITER5 CERTIFICATION SHAD. EX- I EX(STING FLOOR PLANS STANDARDS AND CODES TRUSS TYPE CONSTRUCTION AND IN 0 ISSUED FOR CLIENT REVIEW 3/29/2023 HAND TRIM FOUNDATION EXCAVATIONS TO FINAL GRADE JUST BEFORE CONCRETE 15 PLACED AND COMPACTED WITH BE DELIVERED TO THE OWNER BY THE GENERAL CONTRACTOR PRIOR TO FINAL ACCEPTANCE OF THE WORK, A- I PROPOSED FLOOR PLAN 5 EXISTING BUILDINGS WHERE AN A HAND OPERATED PLATE TYPE COMPACTOR. 51GN ADDITION THAT EXTENDS OR INCREASES SCALE: 1 ° = 20'-0" 11 ISSUED FOR CLIENT REVIEW 4/5/2023 THE CONTRACTOR SHALL VERIFY THE SIZE AND DETERMINE IF THE EXISTING ELECTRICAL SERVICE WILL BE ADEQUATE FOR EC-1 ENERGY CODE DETAILS TRU55 SIAMPLETHE FLOOR AREA OF THE BUILDING ISSUED FOR CLIENT REVIEW 5/25/2023 FILL MATERIAL TO BE ACCEPTABLE SAND,GRAVEL OR COMBINATION OF BOTH WHICH MAY CONTAIN SMALL AMOUNTS NEW AND EXISTING LOADS COMBINED. IF SERVICE I5 NOT ADEQUATE,THE CONTRACTOR SHALL INCLUDE IN HI5/HER BID THEUTILIZES TRUSS TYPE CONSTRUCTION. 2 OF STONES OR PEBBLES OVER ONE INCH IN LARGEST DIMENSION,BUT NONE OVER TWO INCHES,BUT DOES NOT CONTAIN C05T OF INCREASING THE ELECTRICAL SERVICE ACCORDINGLY. RC- I NEW YORK STATE CODE DETAILS SIGNS SHALL BE AFFIXED PRIOR TO THE O I E Of r J�/O K . CLAY,LOAM,ORGANIC MATERIAL,DEBRIS,AND FROZEN MATERIAL. ISSUANCE OF A CERTIFICATE OF I L V V ' \ 3 ALL EXISTING WIRING AND OUTLETS WHICH ARE REMOVED DUE TO DEMOLITION ARE TO BE HANDLED IN STRICT CONFORMITY RC-2 NEW YORK STATE CODE DETAILS PRE-ENGINEERED WOOD (PW) OCCUPANCY OR A CERTIFICATE OF 4 MOISTUREJCONDITION FILL MATERIAL BY AERATING OR WATERING AND THOROUGHLY MIXING MATERIAL 70 OBTAIN WITH THE NATIONAL ELECTRIC CODE(N.E.C.). F OPTIMUM MOISTURE CONTENT PERMITTING PROPER COMPACTION LOCATION: 'I " FLOOR FRAMING COMPLIANCE. • BASEMENT INTERIOR ALTERATIONS SPREAD ACCEPTABLE FILL MATERIAL UNIFORMLY IN LAYERS NOT GREATER THAN EIGHT INCHES OF L005E THICKNESS U.L.APPROVED SMOKE/HEAT DETECTORS INDICATED ON THE DRAWINGS ARE TO BE WIRED INTO THE ELECTRICAL SYSTEM, TRUSS SIGN NOTES: BATTERY OPERATED DETECTORS ARE NOT ACCEPTABLE, 2. SIGNS IDENTIFYING THE EXISTENCE OF G 8 G.3 5 Q.FT. OVER ENTIRE FILL AREA. TRUSS CONSTRUCTION SHALL CONSIST OF USE HAND TAMPERS OR VIBRATING COMPACTORS AT FOUNDATION WALLS,RETAINING WALLS OR SIMILAR LOCATIONS. ALL WIRING SHALL BE MINIMUM#12 AND#14(AS REQUIRED)COPPER. NO ALUMINUM WIRE WILL BE PERMITTED. A CIRCLE 6 INCHES IN DIAMETER,WITH A USE STROKE WIDTH OF�j INCH.THE SIGN REVISIONS & DRAWING ISSUE : 00 NOT USE LARGE ROLLING EQUIPMENT ADJACENT TO FOUNDATION AND RETAINING WALLS, CONVENIENCE DUPLEX RECEPTACLES SHALL BE 15 AMP, 125 VOLT,2 POLE,3 WIRE,GROUNDING TYPE. PROVIDE GROUND BACKGROUND SHALL BE REFLECTIVE DO NOT BACK FILL AND COMPACT AGAINST FOUNDATION AND RETAINING WALLS UNTIL CONCRETE HAS REACHED FAULT RECEPTACLES WHERE REQUIRED BY THE N.E.C.AT ALL°WET'AREA5. WHITE IN COLOR.THE CIRCLE AND AISSUED FOR CLIENT REVIEW 6/14/2023 DESIGN STRENGTH AND WALLS ARE PROPERLY BRACED BY ADJACENT CONSTRUCTION OR TEMPORARY MEANS CONTENTS SHALL BE REFLECTIVE RED IN ACCEPTABLE AND APPROVED BY THE ENGINEER ALL NEW INTERIOR/EXTERIOR LIGHTING FIXTURES WILL BE PROVIDED BY THE OWNER. CONTRACTOR 15 RESPONSIBLE FOR COLOR,CONFORMING TO PANTONE 2 INSTALLATION. MATCHING SYSTEM(PMS)#187.WHERE A 3 COMPACT SUB GRADES WITH A VIBRATORY ROLLER SIGN IS DIRECTLY APPLIED TO A DOOR OR PROVIDE POWER,RECEPTACLES AS REQUIRED FOR APPLIANCES A5 SHOWN.COORDINATE EXACT LOCATIONS WITH OWNER SIDELIGHT,IT MAY BE A PERMANENT 4 501L COMPACTIONS AND DENSITIES SHALL COMPLY WITH THE REQUIREMENTS OF 2020 NY5RC.COMPACT PRIOR TO INSTALLATION. NON-FADING STICKER OR DECAL.SIGNS UNDER SLABS,FOUNDATIONS,AND FOOTINGS AT ONE HUNDRED PERCENT OF MAXIMUM DENSITY. COMPACT BACK FILL NOT DIRECTLY APPLIED TO DOORS OR 5 AT WALLS,EMBANKMENTS,AND UNDER PAVED AREAS AT NINETY PERCENT OF MAXIMUM DENSITY. ELIGHTS SHALL BE OF STURDY, 6 PLUMBING NON-FADING,WEATHER RESISTANT ALL PLUMBING MATERIALS AND INSTALLATIONS SHALL COMPLY WITH THE MINIMUM REQUIREMENTS SET FORTH BY THE RESIDENTIAL CODE OF NEW YORK STATE- TABLE R 301.2 (1) MATERIAL. STRUCTURAL STEEL 2020 NEW YORK STATE RESIDENTIAL CODE,PART VII,PLUMBING-CHAPTERS 27 THROUGH 32,UNLESS SEISMIC OTHEKW15E NOTED.ALL NEW PLUMBING FIXTURES COMPLETE WITH RELATED FAUCETS AND ACCESSORIES SHALL BE PROVIDED GROUND WIND DESIGN SUBJECT TO DAMAGE FROM WINTER ICE SHIELD AIR MEAN STRUCTURAL STEEL SHALL COMPLY WITH THE MINIMUM REQUIREMENTS SET FORTH BY THE INTERNATIONAL BUILDING CODE BY THE OWNER WITH THE CONTRACTOR RESPONSIBLE FOR COMPLETE INSTALLATION AND CONNECTIONS. FLOOD 9 CHAPTER 22,AND/OR THE 2020 NEW YORK STATE RESIDENTIAL CODE SNOW DESIGN DESIGN UNDERLAYMENT FREEZING ANNUAL NEW WATER PIPING SHALL BE TYPE"L"COPPER,HARD TEMPERED WITH DIELECTRIC UNIONS, LOAD SPEED(MPH) TOPOGRAPHIC SPECIAL WIND WINDBDRNE CATEGORY WEATHERING FROST LINE DEPTH TERMITE HAZARDS ALL STRUCTURAL STEEL SHALL BE A5TM A36 AND CONFORM TO THE RECOMMENDATIONS OF THE AMERICAN INSTITUTE OF REGION DEBRIS ZONE TEMP. REQUIRED INDEX TEMP STEEL CONSTRUCTION(AISC).STEEL TUBES SHALL BE A5TM A500 GRADE B. REFER TO DRAWINGS FOR LOCATION OF NEW ROOF VENT STACK COLOR OF PENETRATING STACK,ROOF JACK AND MIN T-01" BELOW MODERATE DATE OF CURRENT ll FLASHING SHALL BE BLACK OR BROWN TO MATCH ROOFING COLOR. 30 130 MPH NO NO NO C SEVERE 11° F YES IEFFFcT vE FFLOOD1500 or LESS 52.70 ALL CONNECTIONS SHALL BE MADE WITH 314'DIAMETER COMMON BOLTS OR.WELDS BY A QUALIFIED WELDER U51NG E-70V FINISHED GRADE TO HEAVY MAP 9NCE R 9 ELECTRODES. ALL PIPING EXPOSED TO THE ELEMENTS SHALL BE INSULATED INCLUDING PIPING LOCATED IN EXTERIOR WALLS. ANCHOR PIPE COLUMNS TO FOUNDATIONS WITH TWO 3/4"DIAMETER BOLTS EMBEDDED 1'-4"MINIMUM INTO CONCRETE. USE CONTRACTOR TO VERIFY THE 51ZE OF EXISTING DOMESTIC HOT WATER SYSTEM AND DETERMINE IF THE EXISTING SYSTEM WILL TABLE R402.1.2 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT (2020 NYS RESIDENTIAL CODE+RESCHECK) 4 STEEL SHIMS AND NOW SHRINK GROUT TO ADJUST HEIGHT. BE ADEQUATE FOR NEW AND EXISTING LOAD5 COMBINED. IF 5Y5TEM IS NOT ADEQUATE,THE CONTRACTOR SHALL INCLUDE IN HIS/HER 51D THE C05T Of D(PANDING SAID SYSTEM ACCORDINGLY,AS REQUIRED FOR PROPER PERFORMANCE. FENESTRATION SKYLIGHT GLAZED MASS BASEMENT SLAB CLIMATE ZONE FENESTRATION CEILING WOOD FRAME WALL FLOOR R-VALUE CRAWL SPACE PROJECT TITLE: TORRES ESTRELLA RESIDENCE REINFORCED CONCRETE U-FACTOR U-FACTOR SHRA R-VALUE WALL R-VALUE R-VALUE R-VALUE WALLR-VALUE & DEPTH WALL R-VALUE ENGINEER SEAL: DATE: 10/19/2021 CONCRETE SHALL COMPLY WITH THE MINIMUM REQUIREMENTS SET FORTH BY THE RESIDENTIAL NEW YORK STATE FINISH WORK SCALE: AS NOTED RESIDENTIAL CODE(2020),CHAPTER 4,UNLESS OTHERWISE NOTED. ALL FINISH WORK SHALL COMPLY WITH THE MINIMUM REQUIREMENTS SET FORTH BY THE 2020 NEW YORK STATE RESIDENTIAL ALL CONCRETE WORK SHALL CONFORM TO APPLICABLE RECOMMENDATIONS Of THE AMERICAN CODE,PART VIII,CHAPTER 7-WALL COVERINGS,UNLE55 OTHERWISE NOTED. REQUIRED 4A 0.32 0.55 0.40 R-49 20 or 13+5 8/13 19 10/13 10/2FT. 10/13 ! C)F N E b DRAWN BY: D.G. �[i CHECKED BY: T.D.R CONCRETE INSTITUTES(ACI). ALL TRIM WORK AND FINISHES ON EXISTING REMAINING WAU5,5HALL BE REMOVED BY CONTRACTOR,INCLUDING,BUT NOT co �Q DRAWING NO: LIMITED TO PANELING,WALL PAPER AND BASE,WINDOW,DOOR b CROWN MOLDINGS AND TRIM.ALL EXISTING WALLS TO t7 e 'PC ALL CONCRETE SHALL BE STONE CONCRETE(3/4"COARSE AGGREGATE)HAVING A MINIMUM REMAIN SHALL BE RESTORED TO"A5 NEW PLASTER"FINISH.WORK MAY INCLUDE BUT NOT BE LIMITED TO TAPE AND PROPOSED 4A 0.30 N/A 0.30 N/A R-. N/A R-21 N/A N/A N/A STRENGTH OF 3000 PSI AT TWENTY--EIGHT DAYS EXCEPT SLABS ON GRADE WHICH SHALL HAVE SPACKLE REPAIRS,EXISTING GYPSUM WALLBOARD REMOVAL AND REPLACEMENT,AND NEW GYPSUM WALLBOARD CLADDING A MINIMUM STRENGTH OF 4000 PS!AT TWENTY-EIGHT DAYS. OVER EXISTING WALL5,ALL NEW AND EXISTING WALLS SHALL BE TAPED,5PACKIFD,PREPPED AND READY FOR NEW PAINT AND/OR CERAMIC TILE fINI5HE5. WINDOW. ANDERSEN STORMWATCH PROTECTION ENERGY PATH: 'PRESCRIPTIVE' sp— REINFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OS A5TM 615 FOR GRADE GO,BE }-` CONTINUOUS AND HAVE MINIMUM LAPS OF FORTY DIAMETERS. FLOOR FINISHES THROUGHOUT ENTIRE EXISTING HOUSE,INCLUDING BUT NOT LIMITED W/LOW-E4-SIMULATED 2020 NYS RESIDENTIAL CODEMfTED TO CARPET AND CERAMIC TILE TO BE ` 04 35g'�' REMOVED.NEW FLOOR FINISHES TO BE SELECTED BY OWNER,COORDINATE RESPONSIBILITIES Of FURN15HMENT AND WELDED WIRE FABRIC(WWF)SHALL CONFORM TO THE REQUIREMENTS OF A5TM A 165,FLAT INSTALLMENT WITH OWNER. �I 5 SHEETS ONLY. DRAWING TITLE: ALL FINISHES IN BATHROOMS AND POWDER ROOM SHALL BE SELECTED BY OWNER COORDINATE RESPONSIBILITIES Of FURNISHMENT AND INSTALLMENT WITH OWNER SITE PLAN, ZONING & ELEVATIONS ARE ARTISTIC CONCEPTIONS ONLY.HOMEOWNER SHALL REFER TO THE SIGNED CONTRACT FOR SPECIFIC FINISH GENERAL NOTES MATERIALS PROVIDED BY THE CONTRACTOR. TORRES ESTRELLA RESIDENCE *TORRES ESTRELLA♦ RESIDENCE 1385 PIKE STREET MATTITUCK,NY 11952 TOWN OF SOUTHOLD SUFFOLK COUNTY A R31 1.7.5.1 STAIR RISERS A-I THE RI5ER HEIGHT SHALL BE NOT — — _ — — — — EX_WINDOW — — — — — — — — — — — MORE THAN �4'.THE RISER SHALL THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS r — — — — — — — — — — — — — — — — — — — EX.WINDOW EX. WINDOW EX. WINDOW BE MEASURED VERTICALLY BETWEEN PREPARED BY THE ENGINEER FOR THIS PROJECT ARE LEADING EDGES OF THE ADJACENT INSTRUMENTS OF THE ENGINEERS SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT AND UNLESS OTHERWISE TREADS. PROVIDED THE ENGINEER SHALL BE DEEMED THE AUTHOR OF { EX. OVER HEAD GARAGE DOOR WASTE TYPICAL FOUNDATION I n THESE DOCUMENTS AND AND HER SHALL RESERVED RIGHTS RETAIN ALL COMMON THE I { LINER3 11.7.5.2 STAIR TREADS STATUTORY WALL CONSTRUCTION: I 5HWR THE TREAD DEPTH SHALL BE NOT COPYRIGHT. THE OWNER SHALL BE PERMITTED TO RETAIN I I I 8"C.M.U. WALL I /rue 3G'LAV LE55 THAN 9". THE TREAD DEPTH COPIES OF THE ENGINEERS DRAWINGS,SPECIFICATIONS AND 1 I EX. 2xG C.J. I G"O.C. SHALL BE MEASURED HORIZONTALLY OTHER DOCUMENTS WITH FOR INFORMATION ND D REFERENCE EF RE C oINTHE I tU I 1 U VENTED TO BETWEEN THE VERTICAL PLANES OF 3 PROJECT. THE ENGINEERS DRAWINGS,SPECIFICATIONS AND EXTERIOR p 10 THE FOREM05T PROJECTION OF OTHER DOCUMENTS SHALL NOT BE USED BY THE OWNER OR 0 BED ROOM #2 ADJACENT TREADS*AT A RIGHT OTHERS ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT o BEDROOM # 1 O ANGLE TO THE TREADS LEADING OR FOR COMPLETION OF THIS PROJECT FOR OTHERS WITHOUT I p BATH WOOD FLOOR p WRITTEN CONSENT FROM ENGINEER. aU I I U z WOOD FLOOR FLAT CEILING z EDGE. 1 I FLAT CEILING TILE FLOOR I 2 L - - - - - - - - - -� o CL. NOTE: `A TO BE 1 NOTE: ct, WINDOW TO MEET N N EGRESS REQUIREMENTS TYPICAL CEILING 6' I I CAR GARAGE REMOVED HEIGHT 8`-�4' ® ISED FLOOR NOT BE MORE THAN 44" 510 NOTE: I ABOVE FINISHED FLOOR ♦ THOMAS D. REILLY P.E. TYPICAL CEILING 4WATER� I �' =I HALL ey " 4 BEZEL LANE TIMBER HEIGHT 7'-5° FILTER L — — — U IN CLOSET COLUMN / c' CU (MIN. E SMITHTOWN NY 11787 I TO BE SLAB TO B.O. 0 � --� I �6`� I� �- I �� ABOVE > REMOVED JOISTS rWMBER FULL HEIGHT L 'j S.D. EACH RISER PHONE 631 724.5740 _ 2 2_x1 O GRDR.(FLU5H} _ _ _ _ (2)2x I O_GRDR.(FLUSH OLUMN — — — X z I C.O. p�-' REQUIRED) CABINET I �� �-4x4 POST �_ 7 r — I OPENING — EMAIL:TDRPE@TDRPE.COM SUSPENDED I � = I I ATTIC CL. N 1 c, o jDN -I WITH STEEL i7T I J Q L — J I PULLDOWN 3G"REF. �O � NOTES: 1 00 TURNBUCKLE J 3 Q I _ �' *11 Z U 0 I NEW OPENING O OPENING O _ _ I— —L- -J I I STAIRCASE 1 I o LIVING ROOM I I TOOL ROOM I p WOOD FLOOR �'I I KITCHEN o oft O UN-FINISHED I FLAT CEILING ucilI I WOOD FLOOR � N zIl N I � II 3 STORAGE ROOM I I i ZI Io . x . .@ , . SINK RANGE I is \ O (GAS I — — — —— }- D-I I ® UPPER CAB E 5 CAN CAB. 1 E.P. :] 1 O� - - - - - - - - - - - - - - - - - - - - J "� EX. WINDOW 1 STEP DN L- — — — — — — — — r — — -I J EX. WINDOW EX. WINDOW A I I I �PORTICO� A-I I I DN - - - J EXISTING FOUNDATION PLAIN NORTH EXISTI NG f I R5T f LOOK PLAIN NORTH SCALE: )/411 = I 1-011 SCALE: Y411 = 1 1-011 CLIENT APPROVALS �F APPROVED BY: DATE: ISSUED FOR CLIENT REVIEW 10/27/2021 DEMOLITION NOTES : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 2 ISSUED FOR CLIENT REVIEW 11/10/2021 1. ALL NECESSARY DEMOLITION AND REMOVALS F. UNCOVERING, INSPECTION AND REPLACEMENT IF �r - - - - - - - - - - - - - _ =1 r-_____________��1 3 ISSUED FOR CLIENT REVIEW 11/19/2021 ( LEGEND I - �i � - - - - - - - RE UIRED FOR THE EXECUTION OF THE WORK SHALL NECESSARY OF BELOW GRADE PERIMITER FOOTING I I I I I I 4 ISSUED FOR CLIENT REVIEW 11/20/2021 BE PERFORMEDBY THE G.C. AS PART OF THE DRAINAGE SYSTEM. _ _ EX15TING WALL OR PARTITION TO13E REMOVED i I • 2xG R.R.@ 16"O.C. EX. 2xG R.@ I G"O.C. I i i 5 ISSUED FOR CLIENT REVIEW 12/3/2021 CONTRACT, AND AS DESCRIBED IN, OR REASONABLY EXISTING WALL OR PARTITION TO REMAIN I j I I I I I I ISSUED FOR CLIENT REVIEW 12/13/2021 INFERRED FROM THE DRAWINGS AND THESE NOTES 2. THE G.C. SHALL TAKE EVERY PRECAUTION AND i I I 1 6I I f ISSUED FOR CLIENT REVIEW 12/15/2021 NEW ECIERIOR WALL CONSISTING OFJQ'GYPSUM BOARD, I EX. 2x6 C.J.@ 1 G" O.C. I I I 1 �? I I AND SPECIFICATIONS. THE SCOPE OF WORK SHALL EXERCISE GREAT CARE SO AS NOT TO DAMAGE {x5')Wf OR PLYWOOD SHEATHING. INSULATIONT N E 1 1 I L _ _ I I ° I I ISSUED FOR CLIENT REVIEW 3/7/2023 EXISTING WORK TO REMAIN. WRAP AND HORIZONTAL SIDING.(COLOR AND STYLE TO BE I INCLUDE, BUT NOT NECESSARILY BE LIMITED TO: SELECTED BY OWNER) I IF I I - I I 9 ISSUED FOR CLIENT REVIEW 3/13/2023 3. THE WORK OF DEMOLITION SHALL BE CARRIED ON NEW INTERIOR 1 PARTITION C N 15TIARD G Of SIDE "WOOOM FDLO STUDS I 1 �/ I I I I � I I 0 ISSUED FOR CLIENT REVIEW 3/29/2023 UNDERSIDE OF STRUCTURE ABOVE I �/ J� I I I I I ISSUED FOR CLIENT REVIEW 4/5/2023 A. REMOVE PART OF THE EXISTING HOUSE INCLUDING IN A MANNER THAT WILL INSURE AGAINST INJURY OR� CONTR TO REMOVE EXISTING DOOR ! WINDOW AND FRAME. ] ROOF PORTION WALLS; EXTERIOR FOOTINGS DECKS DAMAGE, WHICH MIGHT OCCUR FROM FALLING DEBRIS CL05E EXISTING OPENING WITH MATERIALS TO MATCH AND i I = J L \\�� IL x I 1 2 ISSUED FOR CLIENT REVIEW 5/25/2023 > > ALIGN WITH EXISTING ADJACENT. - - -AC u_i AND STAIRS; WINDOWS; ETC., ALL AS NECESSARY TO OR OTHER CAUSES. THE G.C. SHALL TAKE EVERY o o EXISTING DOOR AND FRAME TO BE REMOVED I I W I I � ACHIEVE INTENDED DESIGN. PRECAUTION TO GUARD AGAINST STRUCTURAL I I 0 o I _ MOVEMENT, SETTLEMENT OR COLLAPSE. ERECT I 1 � �� �/i I a SHORING WHEREVER NECESSARY TO SUPPORT EXISTING DOOR AND FRAME TO REMAIN I L — — — — — — — — — — —N 2x8 RIDGE I I I B. CAREFULLY EXCAVATE EARTH FOR NEW FOOTINGS, _ _ _ _ _ _ _ _ - _ - _ _ ^ - � _ _- -__ _ _ - - _ _ _ I I FOUNDATION WALLS, FOOTING DRAINS, AND SANITARY EXISTING OR NEW WORK. G.C. SHALL BE RESPONSIBLE I Ac E51 x -1 FF r SYSTEM. LOCATE, AND PROTECT FROM DAMAGE, FOR SAME, AND SHALL PROMPTLY REPAIR DAMAGE. I I /� I I N III �I I I I I NEW DOOR AND FRAME I I !�� i -� III I I I I I i t REVISIONS & DRAWING ISSUE : EXISTING PIPING SERVICES (WATER, WASTE, POWER, I I L 1 / " ( SSUED FOR CLIENT REVIEW 6/14/2023 ETC.) HAND DIG, USING SHOVELS WHERE NECESSARY 4. REMOVE ALL DEBRIS EXPEDITIOUSLY AS THE WORK N I I _ _- __ -I -,c-I-11 L I - ,J I 2 TO PREVENT DAMAGE. PROGRESSES, TO THE SATISFACTION OF THE OWNER I I i I 3 AND/OR THE ARCHITECT. NO REMOVALS SHALL BE I I EX. 2xG C.J,@ 1 G"0.C. -HIP ROOF-I I C. REMOVE EXISTING SHRUBBERY AND TREES THAT STORED IN THE STREET STORE REMOVALS ON THE 05D INDICATES HARD WIRED,INTERCONNECTED SMOKE DETECTORS I I -P� o EX R R. 4 OCM INDICATES HARD WIRED CARBON MONOXIDE DETECTOR I I ��o (9 @ 1 G"O.C. I 5 INTERFERE WITH THE WORK OF THE PROJECT. PROPERTY, IN A LOCATION THAT IS APPROVED BY THE i �° n I COORDINATE WITH OWNER PRIOR TO COMMENCEMENT OWNER. I l I I 6 OF WORK FOR EXISTING LANDSCAPING TO REMAIN. I I I I x i I WALK THE PROPERTY WITH OWNER AND REPLANT ANY 5. G.C. SHALL REPAIR, AT HIS OWN EXPENSE, ANY " I I N f I I Ex. 2xG R.R.@ I G O.C. � EX. 2x6 R.R.@ I G O.C. I DAMAGE DONE TO THE PROPERTY OF THE OWNER, THE I i I I I I 9 SHRUBBERY OR TREES THAT ARE TO BE SAVED. NEIGHBORING PROOPERTIES, OR ANY AREAS ON OR OFF I 1 I 1 D. FURNISH AND INSTALL NEW CLEAN FILL AS THE PROPERTY BY REASONS OF ANY CONTRACTOR'S I ! _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _- I - 1 WORK HEREUNDER. L�___________ ________ = JJ 2 REQUIRED. BACKFILL FOR ALL EXCAVATION AND SITEWORK. REGRADE TO FINISHED GRADES INDICATED 6. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS I pokhco - I 3 ON ENGINEERING DRAWING, AND TO ALLOW FOR AND ACTUAL QUANTITIES PRIOR TO DEMOLITION _ _ J PROPER DRAINAGE OF ROOF AND PROPERTY. WORK. i I EX15TING ROOf PLA-N ENGINEER SEAL: DATE: 10/19/2021 NORTH PROJECT TITLE: TORRES ESTRELLA RESIDENCE E. FURNISH AND INSTALL TEMPORARY PROTECTION 7, CONTRACTOR SHALL INTERFACE WITH UTILITY (SUCH AS HEAVY DUTY VISQUINE PLASTIC SHEETS, COMPANIES INVOLVING POWER, GAS, WATER, SEWER SCALE: AS NOTED TAPED MASONITE PANELS, ETC.) TO PREVENT ETC. REQUIRED TO SHUT DOWN OR DISCONNECT SCALE: /,q" 1 ' O11 o� CHECKED BY: T.D.R. INFILTRATION OF DUST AND DEBRIS INTO AREAS NOT UTILITIES OR TO EXECUTE DEMOLITION WORK SHOWN ���P S, A r ` D.k.', �6 DRAWING NO: � DESIGNATED FOR WORK. NONTE THAT EXISTING ON THESE DRAWINGS. AREAS THAT ARE TO REMAIN SHOULD BE SUFFICIENTLY PROTECTED DURING ROOF REMOVAL TO4 �'-'<�! `'' I' EX- 1 8. CONTRACTOR TO PROVIDE ALL REQUIRED SHORING } J AVIOD DAMAGE. ' ca 1 AND PROTECTION OF ALL WORK. 10 0'4S595 9. DEMOLITION SHALL INCLUDE COMPLETE DRAWING TITLE_ l DISMANTLING, REMOVAL AND DISPOSAL OF ALL EXISTING FLOOR PLANS DEMOLISHED MATERIAL. TORRES ESTRELLA RESIDENCE i *TORRES ESTRELLA* RESIDENCE 1385 PIKE STREET MATTITUCK,NY 11952 TOWN OF SOUTHOLD SUFFOLK COUNTY THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ENGINEER FOR THIS PROJECT ARE INSTRUMENTS OF THE ENGINEERS SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT AND UNLESS OTHERWISE PROVIDED THE ENGINEER SHALL BE DEEMED THE AUTHOR OF R3O5.I CEILING HEIGHT: THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE HABITABLE SPACE, HALLWAYS 4 PORTIONS COPYRIGHT. THE OWNER SHALL BE PERMITTED TO RETAIN OF BASEMENTS CONTAINING THESE SPACES COPIES OF THE ENGINEERS DRAWINGS,SPECIFICATIONS AND SHALL HAVE A CEILING HEIGHT OF NOT LE55 OTHER DOCUMENTS FOR INFORMATION AND REFERENCE IN CONNECTION WITH THE OWNERS USE AND OCCUPANCY OF THE THAN 7-0% BATHROOMS,TOILET ROOMS PROJECT. THE ENGINEERS DRAWINGS,SPECIFICATIONS AND LAUNDRY ROOMS SHALL HAVE A CEILING OTHER DOCUMENTS SHALL NOT BE USED BY THE OWNER OR 2 HEIGHT OF NOT LE55 THAN G-B". OTHERS ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT FOR OTHERS WITHOUT 8'-1" R305.1.1 BASEMENT CEILING HEIGHT: LEGEND WRITTEN CONSENT FROM ENGINEER. PORTIONS OF BASEMENTS THAT DO NOT PATCH WINDOW EXTERIOR VENT TO CONTAIN HABITABLE SPACE OR HALLWAYS TOP of RIDGE(+I G-2) EXISTING As REQ,D SHALL HAVE A CEILING HEIGHT OF NOT LE55 C EXISTING WALL OR PARTITION TO BE REMOVED A-I - - - - 2x8RIDGE r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - THANG-8 _ _ = a• •, EXCEPTION: AT BEAMS, GIRDERS, DUCTS 771 EXISTING WALL OR PARTITION TO REMAIN (2)t 3/4"x 7!2'M.L. I OR OTHER OBSTRUCTION5, THE CEILING ♦ THOMAS D. REILLY P.E. I �p WASTE HEIGHT SHALL BE NOT LE55 THAN G'-4" NEW EXTERIOR WALL CON515TING OF&GYF5UM BOARD, ,o p NOTE: I 2"x 4'WOOD 5TUD5(I G'o.C.),�'BATT IN5ULATION 4 BEZEL LANE 12 12 1 OP 3� aG G.C. TO LINE i - - - FROM THE FINISHED FLOOR. (RI5),J�• EXTERIOR PLYWOOD SHEATHING.'� SUMP\ I SMITHTOWN,NY 11787 C PROVIDE NEW 1 WRAP AND HORIZONTAL SIDING.(COLOR AND 5TYLE TO BE III i I 1 '� PUMP ASH DRY TYPICAL WALL SELECTED BY OWNER) ROOF CONSTRUCTION: SUMP PUMP A5 \ 5HWR• CONSTRUCTION: PHONE(631)724.5740 Ex1sr. 2xG R.R. @ 1 G"o.c. ATTIC 1 EoPQ'CDX PLYWOOD SHEATHING 1 rci'-22 REQUIRED NEW INTERIOR PARTITION CON515TING OF 2'X 4"WOOD 5TUD5 I 2x4 WALL STUDS EMAIL:TDRPE TDRPE.COM UN-FINISHED I U 3 " !I G"O.C.)WITH j¢'GYPSUM BOARD EACH SIDE FROM FLOOR TO 5-7 7_q" I� @ I G O.C. UNDEP51DE OF 5TRUCTURE ABOVE 1 U VENT TO 3 a ACQ. SILL PLATE CONTR TO REMOVE EXISTING DOOR/ WINDOW AND FRAME. ASPHALT ROOF SHINGLES O U LAUNDRY 1z 1/2"GYPSUM BOARD CLOSE EXISTING OPENING WITH MATERIAL5 TO MATCH AND EXISTING 2xG I EXTERIOR-_ = BATH " ALIGN WITH EXISTING ADJACENT. NOTES: C.J.@ I G.O.C. _ I RECREATION ROOM Eb TILE FLOOR I6 I AIR SPACE _ TILE FLR lug. R-2 I SPRAY FOAM INSULATION � � EXISTING DOOR AND FRAME TO BE REMOVED TOP of 1_5T_FLR PLATE(+8'-5") 1 u -, GARAGE CONVERSION ALUMINUM GUTTERS I TO HABITABLE SPACE 01 I -73 BATT SOUND TOP of WINDOW(+G'-8"A.F.F.) I _ N ADD H55 31/z"0/4" t V LAv 2 I INSULATION IN ALL NEW ' STEEL PIPE COLUMN I BATHROOM WALLS TYP. Dl15TING DOOR AND FRAME TO REMAIN TYPICAL EXIST. EXTERIOR WALL I 04 ON 2'-0"x2'-0"x 1'-0" tr L - - - - CONSTRUCTION: 1- 1 2x4 WALL STUDS @ I G"O.C. I 15'42 W/35O60TT N TIMBER in in Y"CDX PLYWOOD SHEATHING �nUJ BEDROOM #2 CL. KITCHEN s.D. m C.O. COLUM EW ( NEW DOOR AND FRAME ap OVER'TYVEK HOUSE WRAP �Jw RAISED FLOOR s 7 CEDAR SHAKE SIDING 1' 1 (3}1 /x I I/s M.L. GRDR. - , (2 2x I 0 GRDR.(FLUSII) RAILING, g IN CLOSET TO ALLOW _ _ _ _ _ _ - STAIRCASE L- - - - l 1/2"GYP. BOARD-INTERJOR ADEQUATE HEIGHT I POST TURN J ABOVECLG. 1 N R-I 3 BATI. INSULATION ABOVE STAIRS- S5�"(7x%4 ey z = r BUCKLE ABOVE (o AS READ I I I a I MAINTAIN G-8 MIN. STEEL PIPE z EXISTING 2x8 I TO BE REMOVED �, PO5T 61 1 1 1 ' ABOVE EACH TREAD COLUMN I J O5D INDICATES HARD WIRED,INTERCONNECTED 5MOKE DETECTORS • TOP of EX. FIRST SUBFLO_OR_(O'-O"} F.J. I G"O.C. Q - _ _ I ABOVE J 3 Q r T ! III ,I �� I I I I � I � � I I I I �I � 1 4 X\N MMUMMMMINJ z OCM INDICATE5 HARD WIRED CARBON MONOXIDE DETECTOR NOTE: .e ADD v � �y RELOCATE „ " _ _ 1 NOTE: ALL INSULATION TO BE INSTALLED AS PROVIDE R-2 I (2)Zx 10 I RETAINING (O M TOOL BEN H I 0 2 4 9 1- -� GATT. INSULATION I WELL AS HALL O GENERAL CONTRACTOR 15 TO FIELD VERIFY ALL 51TE PER MANUFACTURERS INSTRUCTIONS GRDR. EX. GRADE _ ` MECH. CONDITION5 AND DU5TING DIMEN51ON5 OF STRUCTURE, TE; 4 NEEDED - -�N I AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO SEOE AIR SEALING REQUIREMENTS STORAGE TYP(CAL WALL 3 ' _� `r lorq I.J ROOM PROVIDE (I) LAYERS OF THE COMMENCEMENT OF WORK. ON EC-I SHEET `n ADD H55 3i"Q1>�/4" CONSTRUCTION: o _ n 15/8 TYPE x G.W.B ON BATH HALL STEEL PIPE COLUMN 2x4 WALL STUDS I z co STORA�E I WALLS*CEILINGS @ I G O.C. c� OI X COMMON TO HOUSE ON 2'-O"x2'-C"x P-0" ACQ. SILL PLATE I O �p �.`O I NOTE: P.C. FOOTING + 14'-J 13'-10" g 1 PROVIDE ACCESS TABLE P3201.7 SIZE OF TRAPS FOR PLUMBING FIXTURES W/345 BOTT. 1 112"GYPSUM AIR SPACE BOARD 4" Rr R-21 SPRAY FOAM POST ,�� 1 PANELS TO •A EX15T. P.C. SLAB I ABOVE I (GA51 UTILITIES AS TRAP SIZE EX. GRADE Lj INSULATION 1 E.P. J i NECESSARY PLUMBING FIXTURE MINIMUM •'d' , , - -I - - - - - - - - - - - - - - - - - - - Li (inches) TYPICAL WALL ROVIDE 3/4 Bathtub(with or without shower head and/or 5ECTION AA - - - - - - - - _ _ _ - - - - - _ _ A CONSTRUCTION: HOUR SELF whirl ool attachments) 1 1/z CLIENT APPROVALS CRO55 / -1 r � � 2x4 WALL STUDS CLOSING FIRE p 1 1 I I A-I @ I G"O.C. RATED DOOR Bidet 1114 ACC, SILL PLATE APPROVED BY: DATE: 1/2"GYPSUM BOARD ISSUED FOR CLIENT REVIEW 10/27/2021 SCALE: ]/^11 = 11-011 I I " Clothes washer standpipe 2 ��I I AIR SPACE 2 ISSUED FOR CLIENT REVIEW 1 111 0/202 1 1 R-21 SPRAY FOAM INSULATION Dishwasher(on separate trap) 11/2 ISSUED FOR CLIENT REVIEW 11/19/2021 I I - - - J Floor drain 2 4 ISSUED FOR CLIENT REVIEW 11/20/2021 PROP05ED fOUNDATION PLA N NORTH Kitchen sink(one or two traps,with or 5 ISSUED FOR CLIENT REVIEW 12/3/2021 4"VENT THROUGH without dishwasher and food waste disposer) 11/2 6 ISSUED FOR CLIENT REVIEW 12/13/2021 ROOF(V.T.R.) ROOF I Laundry tub(one or more compartments) 1112 SUED FOR CLIENT REVIEW 12/15/2021 SCALE: /^II = (-011 Lavatory 1i/ ISSUED FOR CLIENT REVIEW 3/7/2023 �t ry 4 9 ISSUED FOR CLIENT REVIEW 3/13/2023 Shower(based on the total flow rate through _ 2" 0 ISSUED FOR CLIENT REVIEW 3/29/2023 T ,r I I 1 R310.2.1 MINIMUM OPENING AREA-EGRESS R310.2.2 WINDOW SILL HEIGHT-EGRESS R915.2.3 CARBON MONOXIDE LOCATION R317.3.I-FASTENERS FOR R308.4.5 GLAZING&WET SURFACES MI502.1 CLOTHES DRYER EXHAUST: showerheads and bodysprays)pow rate: 1 ISSUED FOR CLIENT REVIEW 4/5/2023 EXISTING 11 11 V 11 V I EXISTING EMERGENCY AND ESCAPE RESCUE WHERE A WINDOW IS PROVIDED AS THE CARBON MONXIDE ALARM SHALL BE PRESERVATIVE-TREATED WOOD GLAZING IN WALLS,ENCLOSURES OR CLOTHES DRYERS SHALL BE EXHAUSTED BATH 1 I I KITCHEN OPENINGS SHALL HAVE A NET CLEAR EMERGENCY ESCAPE AND RESCUE PROVIDED ON EACH STORY FASTENERS,INCLUDING NUTS&WASHERS, FENCES CONTAINING OR FACING HOT IN ACCORDANCE WITH THE i ISSUED FOR CLIENT REVIEW 5/25/2023 (3 FIXTURES) 1 I I (2 FIXTURES) OPENING OF NOT LESS THAN 5.7 SQUARE OPENING,TT SHALL HAVE A SILL HEIGHT CONTAINING A SLEEPING AREA, FOR PRESERVATIVE TREATED WOOD TUBS,SPAS,WHIRLPOOLS,SAUNAS,STEAM MANUFACTURER'S INSTRUCTIONS. 5.7 gpm and less 1 /2 2 51 K SI K FEET.THE NET CLEAR OPENING OF NOT MORE THAN 44 INCHES ABOVE THE WITHIN 15'OF THE SLEEPING AREA. SHALL BE OF HOT-DIPPED,ZINC COATED ROOMS,BATHTUBS,SHOWERS&INDOOR MI502.4.1 MATERIAL&DUCT SIZE: More than 5.7 gpm up to 12.3 gpm 2 3 WC DIMENSIONS REQUIRED BY THIS SECTION FLOOR;WHERE THE SILL HEIGHT IS BELOW MORE THAN 1 CARBON MONOXIDE GALVANIZED STEEL,STAINLESS STEEL, OUTDOOR SWIMMING POOLS WHERE THE EXHAUST DUCTS SHALL HAVE A SMOOTH 4 TU HWR DW SHALL BE OBTAINED BY THE NORMAL GRADE,IT SHALL BE PROVIDED WITH A ALARM SHALL BE PROVIDED WHERE SILICON BRONZE OR COPPER STAPLES BOTTOM EXPOSED EDGE OF THE GLAZING INTERIOR FINISH&BE CONSTRUCTED OF More than 12.3 gpm up to 25.8 gpm 3 OPERATION OF THE EMERGENCY ESCAPE WINDOW WELL IN ACCORDANCE WITH NECESSARY TO ASSURE NO SLEEPING SHALL BE OF STAINLESS STEEL.COATING IS LESS THAN 60"MEASURED VERTICALLY METAL HAVING A MINIMUM THICKNESS OF 15T FLOOR AND RESCUE OPENING FROM THE INSIDE. SECTION R310.2.3 AREA ON SUCH STORY IS MORE THAN TYPES&WEIGHTS FOR CONNECTORS IN ABOVE ANY STANDING OR WALKING 0.0157 INCHES(No.28 GAGE).THE DUCT More than 25.8 gpm up to 55.6 gpm 4 THE NET CLEAR HEIGHT OPENING SHALL I T AWAY FROM A CARBON MONOXIDE CONTACT WITH PRESERVATIVE-TREATED SURFACE SHALL BE CONSIDERED TO BE A SHALL BE 4"NOMINAL IN DIAMETER 2" 3" IV "1 2" BE NOT LESS THAN 24 INCHES AND THE R310.2.3 WINDOW WELLS ALARM. WOOD SHALL BE IN ACCORDANCE WITH HAZARDOUS LOCATION.THIS SHALL • C.O. 4" 4 -C.O. NET CLEAR WIDTH SHALL BE NOT LESS .THE MINIMUM HORIZONTAL AREA OF THE THE CONNECTOR MANUFACTURERS APPLY TO SINGLE GLAZING AND EACH THAN 20 INCHES. WINDOW WELL SHALL BE 9 SQ.FT.WITH A R314.3 SMOKE ALARM LOCATION RECOMMENDATIONS.IN THE ABSENCE OF PANE IN MULTIPLE GLAZING. For SI:1 Inch=25.4 mm. REVISIONS & DRAWING ISSUE - EXCEPTION: HORIZONTAL PROJECTION&WIDTH OF SMOKE ALARMS SHALL BE INSTALLED IN MANUFACTURERS RECOMMENDATIONS,A T GRADE FLOOR OR BELOW GRADE NOT LESS THAN 36".THE AREA OF THE THE FOLLOWING LOCATIONS: MINIMUM OF ASTM A 653 TYPE G185 R303.7 INTERIOR STAIRWAY ILLUMINATION ISSUED FOR CLIENT REVIEW 6/14/2023 OPENINGS SHALL HAVE A NET CLEAR WINDOW WELL SHALL ALLOW THE 1.IN EACH SLEEPING ROOM. ZINC-COATED GALVANIZED STEEL,OR INTERIOR STAIRWAYS SHALL BE 2 " I I OPENING OF NOT LESS THAN 5 SQUARE EMERGENCY ESCAPE AND RESCUE 2.OUTSIDE EACH SEPARATE SLEEPINfG EQUIVALENT,SHALL BE USED. PROVIDED WITH AN ARTIFICIAL LIGHT 1Y 11V IV 1i� PROPOSED 1 I I PROPOSED FEET. OPENING TO BE FULLY OPENED. AREA IN THE IMMEDIATE VICINITY OF THE R312.1.1 GUARDS WHERE REQUIRED SOURCE TO ILLUMINATE THE LANDINGS 3 BATH 1 I I LAUNDRY EXCEPTION: BEDROOMS. GUARDS SHALL BE PROVIDED FOR THOSE AND TREADS.THE LIGHT SOURCE SHALL (3 FIXTURES) 1 4" HE(1 FIXTURE) R310.2.2 WINDOW SILL HEIGHT-EGRESS THE LADDER OR STEPS REQUIRED BY 3.ON EACH ADDITIONAL STORY OF T BE CAPABLE OF ILLUMINATING TREADS&PORTIONS OF OPEN-SIDED WALKING 4 WHERE A WINDOW IS PROVIDED AS THE LANDINGS TO LEVELS OF NOT LESS THAN 1 I WC I SI NK SECTION R310.2.3.1 SHALL BE PERMITTED DWELLING,INCLUDING BASEMENTS&FAI EMERGENCY ESCAPE AND RESCUE OPENING, TO ENCROACH NOT MORE THAN 6"INTO HABITABLE ATTICS&NOT INCLUDING SURFACES,INCLUDING STAIRS,RAMPS&LANDINGS,THAT ARE LOCATED MORE FOOT CANDLE(11 LUX)AS MEASURED AT 5 SH R nA5 CONNECTED TO IT SHALL HAVE A SILL HEIGHT OF NOT MORE THE REQUIRED DIMENSIONS OF THE CRAWLSPACES&UNINHABTTABLE ATTICS. THE CENTER OF TREADS&LANDINGS. 6 APPROVED THAN 44 INCHES ABOVE THE FLOOR;WHERE WINDOW WELL. IN DWELLINGS OR DWELLING UNITS WITH THAN 30"MEASURED VERTICALLY TO THE THERE SHALL BE A WALL SWITCH AT BASEMENT THE SILL HEIGHT IS BELOW GRADE,IT SHALL SPLIT LEVELS&WITHOUT AN FLOOR OR GRADE BELOW AT ANY POINT EACH FLOOR LEVEL TO CONTROL THE Ul INTERVENING DOOR BETWEEN THE SEPTIC SYSTEM BE PROVIDED WITH A WINDOW WELL IN R310.2.3.1 LADDER&STEPS WITHIN 36"HORIZONTALLY TO THE EDGE LIGHT SOURCE WHERE THE STAIRWAY HAS C.O. " 2" 3" 1 2" ACCORDANCE WITH SECTION R310.2.3 AREA WELLS WITH A VERTICAL DEPTH ADJACENT LEVELS,A SMOKE ALARM OF THE OPEN SIDE.INSECT SCREENING SIX OR MORE RISERS. 4 GREATER THAN 44 SHALL BE EQUIPPED INSTALLED ON THE UPPER LEVEL SHALL SHALL NOT BE CONSIDERED AS A GUARD. 4" R310.4 BARS,GRILLES,COVERS&SCREENS WITH A PERMANENTLY AFFIXED LADDER 9 WHERE BARS,GRILLES,COVERS,SCREENS OR STEPS USABLE WITH THE WINDOW IN SUFFICE FOR THE ADJACENT LOWER R311.7.3 VERTICAL RISE R303.8 EXTERIOR STAIRWAY ILLUMINATION OR SIMILAR DEVICES ARE PLACED OVER THE FULLY OPEN POSITION.LADDERS OR LEVEL PROVIDED THAT THE LOWER]LEVEL A FLIGHT OF STAIRS SHALL NOT HAVE A EXTERIOR STAIRWAYS SHALL BE PROVIDED EMERGENCY ESCAPE AND RESCUE RUNGS SHALL HAVE AN INSIDE WIDTH OF IS LESS THAN 1 FULL STORY BELOW THE VERTICAL RISE LARGER THAN 151 INCHES WITH AN ARTIFICIAL LIGHT SOURCE OPENINGS,AREA WELLS,OR WINDOW NOT LESS THAN 1211,SHALL PROJECT NOT HIPPER LEVEL. BETWEEN FLOOR LEVELS OR LANDINGS. LOCATED AT THE TOP LANDING OF THE 1 WELLS,FLUME31NG R15ER DIAGRAM OPENINTHE SI E COMPLIESMMPI WITH SECTIONS BE SPACED NO LESS THAN T MORE THAN 1OM THE 8"O SHALL 4.NOT ESS THAN 3'-0"HORIZONTALLY SHALL BE LED R302.5.2 DUCT PENETRATION PROVIDING EXTERIOR A BASEAYS MENT FROM 2 R310.2.1 THROUGH R310.2.3,AND SUCH VERTICALLY FOR THE FULL HEIGHT OF FROM THE DOOR OR OPENING OF A DUCTS IN THE GARAGE&DUCTS THE OUTDOOR GRADE LEVEL SHALL BE A DEVICES SHALL BE RELEASABLE OR THE EXTERIOR STAIRWELL. BATHROOM THAT CONTAINS A BATHTUB PENETRATING THE WALLS OR CEILINGS PROVIDED WITH AN ARTIFICIAL LIGHT SCALE: N.T.5. REMOVABLE FROM THE INSIDE WITHOUT OR SHOWER UNLESS THIS WOULD SEPARATING THE DWELLING FROM THE SOURCE LOCATED AT THE BOTTOM LANDING THE USE OF A KEY,TOOL,SPECIAL PREVENT PLACEMENTS OF A SMOKE GARAGE SHALL BE CONSTRUCTED OF A OF THE STAIRWAY. P3103.1 ROOF EXTENSION P3103.3 FLASHINGS AND SEALING KNOWLEDGE OR FORCE GREATER THAN ALARM REQUIRED BY THIS SECTION. MINIMUM No.26 GAGE SHEET STEEL OR AT LEAST ONE OPEN VENT PIPE SHALL EXTEND THE JUNCTURE OF EACH VENT PIPE THAT WHICH IS REQUIRED FOR NORMAL OTHER APPROVED MATERIAL&SHALL PROJECT TITLE: TORRES ESTRELLA RESIDENCE THROUGH A ROOF AND SHALL BE TERMINATI3D WITH THE ROOF LINE SHALL BE MADE OPERATION OF THE ESCAPE AND RESCUE NOT HAVE OPENINGS INTO THE GARAGE. ENGINEER SEAL: DATE: 10/19/2021 AT LEAST 18 INCHES ABOVE THE ROOF EXCEPT WATER TIGHT BY AN APPROVED OPENING. THAT WHERE A ROOF IS TO BE USED FOR ANY FLASHING.VENT EXTENSIONS IN PURPOSE OTHER THAN WEATHER PROTECTION, WALLS AND SOFFITS SHALL BE MADE r O nl1z SCALE: NOTED THE VENT EXTENSIONS SHALL BE RUN AT EAST WEATHER TIGHT BY CAULKING ��� N�P�p,.RE e\ DRAWN BY: D.G.D . CHEED BY: 7 FEET(2134 ABOVE THE ROOF. "IwIlv1) P3103.2 FROST CLOSURE O f,1 `#,\ DRAWING NO: T.D.R. I v, F 7 s .. P3201.7 SIZE OF FIXTURE TRAPS EVERY VENT EXTENSION THROUGH A ROOF TRAP SIZES FOR PLUMBING FIXTURES SHALL BE SHALL BE A MINIMUM OF 3 INCHES(76 MM)IN • AS INDICATED IN TABLE P3201.7.WHERE THE DIAMETER.ANY INCREASE IN THE SIZE OF THE t,J TAILPIECE OF A PLUMBING FIXTURE IS LARGER VENT SHALL BE MADE INSIDE THE STRUCTURE A r, THAN THAT INDICATED IN TABLE P3201.7,THE MINIMUM OF 1 FOOT(305 MM)BELOW THE ROOF. 0 A— TRAP SIZE SHALL BE THE SAME NOMINAL SIZE AS \\ ro a�5:,5 t THE FIXTURE TAILPIECE.A TRAP SHALL NOT BE `�Es LARGER THAN THE DRAINAGE PIPE INTO WHICH -- --� THE TRAP DISCHARGES. DRAWING TITLE: PROPOSED FOUNDATION PLAN TORRES ESTRELLA RESIDENCE I i ♦TORRES ESTRELLA♦ RESIDENCE 1385 PIKE STREET MATTITUCK,NY 11952 _1RV TOWN OF SOUTHOLD SUFFOLK COUNTY Arl"ION CONST NE _g__1N_"" RG11 CONS CTION COD S 2020 W xTORK S "Im'A"l • THE DRAWINGS,PREPARED BY THE ENGSPECIFICATIONS NEER FOR THIS PROJECTDOCUMENTS =z_ Seal lights and A i r sealing key points ^'f_ bath vent fans Air sealing checklist INSTRUMENTS OF THE ENGINEERS SERVICE FOR USE SOLELY __ WITH RESPECT TO THIS PROJECT AND UNLESS OTHERWISE to ceiling drywall t N1102.2.4(R402.2.4)ACCESS HATCHES&DOORS: PTHESE ROVIDED THE ENGINEER SHALL BE DEEMED THE AUTHOR OF Before drywall NI 101.14(R401.3)MANDATORY: ACCESS DOORS FROM CONDITIONED SPACES TO STATUTORY AND OTHER OTHER RESERVED RETAIN GHTS INCOLUDING THE ❑ Sea! bottom late of exterior walls with caulk or sill A PERMANENT CERTIFICATE SHALL BE UNCONDITIONED SPACES SUCH AS ATTICS&CRAWL SPACES COPYRIGHT. THE OWNER SHALL BE PERMITTED TO RETAIN 1. Plate and wall penetrations by plumbing and electrical p COMPLETED BY THE BUILDER OR APPROVED SHALL BE WEATH OTHER DOCUMENTS FOR ER-STRIPPED&INSULATED TO A LEVEL COPIES of THE ENGINEERS CONNECTION*WITH THE OWNERS USE FORMADRAWI IO SPECIFICATIONS AND 2. Tub/shower on outside or attic wall seal; seal inside edge with caulk after walls are up. PARTY AND POSTED ON A WALL IN THE SPACE EQUIVALENT TO THE INSULATION ON THE SURROUNDING N AND REFERENCE IN F SE AND OCCUPANCY OF THE 3. Window and door rough openings Window rough opening ❑ Seal band joist area with caulk, spray foam, or WHERE THE FURNACE IS LOCATED,A UTILITY SURFACES,ACCESS THAT PREVENTS DAMAGING OR PROJECT. THE ENGINEERS DRAWINGS,SPECIFICATIONS AND 4. Airtight, IC-rated recessed lights and electrical fixtures ROOM OR AN APPROVED LOCATION INSIDE THE COMPRESSING THE INSULATION SHALL BE PROVIDED TO ALL OTHER DOCUMENTS SHALL NOT BE USED BY THE OWNER OR g g gasketing between top plate and band joist, and BUILDING.WHERE LOCATED ON AN OTHERS ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT EQUIPMENT.WHERE LOOSE-FILL INSULATION IS INSTALLED, OR FOR COMPLETION OF THIS PROJECT FOR OTHERS WITHOUT exposed to attic Seat airtight IC-rated between band joist and subfloor. ELECTRICAL PANEL,THE CERTIFICATE SHALL A WOOD-FRAMED OREQUIVALENT BAFFLE OR RETAINER 5. Exterior wall exhaust fan terminations recessed light fixtures NOT COVER OR OBSTRUCT THE VISIBILITY OF SHALL BE INSTALLED TOPREVENT THE LOOSE-FILL WRITTEN CONSENT FROM ENGINEER. 6. Ceiling mounted bath fans,speakers, etc. to drywall Attic-side air barrier ❑ For bath tubs on outside walls, insulate the exterior THE CIRCUIT DIRECTORY LABEL,SERVICE INSULATION FROM SPILLING INTO THE LIVING SPACE WHEN 7. Bottom plate and top plate wall and air-seal behind tub with sheet goods before DISCONNECT LABEL OR OTHER REQUIRED THE ATTIC ACCESS IS OPENED.THE BAFFLE OR RETAINER (recommended)-OSB, d th Aft d ll i LABELS.THE CERTIFICATE SHALL LIST THE SHALL PROVIDE A PERMANENT MEANS OF MAINTAINING THE 8. Seams between rigid exterior sheathing tub is installed. After e ram is installed, seal the Insulate and install foil-faced sheathing, t PREDOMINANT R-VALUES OF INSULATION INSTALLED R-VALUE OF THE LOOSE-FILL INSULATION. 9. Band area between floors,conditioned space and attic G sheet material R-19 housewrap,etc. tub drain penetration with rigid foam insulation and INSTALLED IN OR ON CEILING/ROOF,WALLS, 10. Garden tub on exterior wall behind bathtub insulation ® THOMAS D. F FILLY P.E. e spray foam. FOUNDATION&DUCTS OUTSIDE CONDITIONED \ 11. Mechanical equipment and d (required) NI103.1 (R403.1)CONTROLS-MANDATORY ductwork chases in SPACES;U-FACTORS FOR FENESTRATION AND 4 BEZEL LANE soffit cabinets and showers use sheet, attics,crawlspaces Insulated exterior wall ❑ For dropped so THE SOLAR HEAT GAIN COEFFICIENT(SHGC)OF AT LEAST ONE THERMOSTAT SHALL BE Seal plumbing PROVIDED FOR EACH SEPARATE SMTTHTOWN NY 11787 12. Ceiling/crawlspace electrical boxes � penetrations material and sealant to stop air leakage from attic FENESTRATION,AND THE RESULTS FROM ANY HEATING AND COOLING SYSTEM I into sofrrt and then insulate. Alternate frame and REQUIRED DUCT SYSTEM AND BUILDING PHONE(631)724.5740 13. Ceiling/crawlspace HVAC boots ry' ENVELOPE AIR LEAKAGE TESTING DONE ON N1103.1.1 (R403.1)PROGRAMMABLE THERMOSTAT 14. Shower and tub drain line install drytivall for the soffit area otter the taped THE THERMOSTAT CONTROLLING THE PRIMARY EMAIL:TDRPE TDRPE.COM THE BUILDING.WHERE THERE IS MORE THAN HEATING OR COOLING SYSTEM OF THE DWELLING 15. Fireplace inserts ~`} Window �y°'4 ceiling dryvmfl is installed. ONE VALUE FOR EACH COMPONENT THE 16. Attic kneewall doors 1', UNIT SHALL BE CAPABLE OF CONTROLLING THE sealed CERTIFICATE SHALL LIST THE VALUE into rough ❑ Seal windows and exterior doors with backer rod and HEATING AND COOLING SYSTEM ON A DAILY NOTES: 17. Joist cavities under attic kneewalls g COVERING THE LARGEST AREA.THE SCHEDULE TO MAINTAIN DIFFERENT TEMPERATURE opening caulk or spray foam. Be cautious using spray foam CERTIFICATE SHALL LIST THE TYPES AND 18. Transition between ceiling heights _ using SET POINTS AT DIFFERENT TIMES OF THE DAY.THIS as it can and and inch jambs and may void EFFICIENCIES OF HEATING COOLING AND (e.g., 10'to 8' backer rod � p I y THERMOSTAT SHALL INCLUDE THE CAPABILITY TO some vrindo v warranties. SERVICE WATER HEATING EQUIPMENT.WHERE SET BACK OR TEMPORARILY OPERATE THE SYSTEM TO 19. Attic scuttle hole A GAS-FIRED UNVENTED ROOM HEATER, MAINTAIN ZONE TEMPERATURE DOWN TO 55°F OR UP 20. Attic pull-down stairs Ladder Blocking-fit in joist ❑ Seal all electrical wire plumbing,and HVAC ELECTRIC FURNACE,OR BASEBOARD ELECTRIC Twill cavil 'p g' TO 85°F.THE THERMOSTAT SHALL INITIALLY BE 21. Wall penetrations of mechanical combustion y,caulked or foamed penetrations between any conditioned and HEATER IS INSTALLED ST THE RESIDENCE,THE CERTIFICATE SHALL LIST"GAS-FIRED PROGRAMMED BY THE MANUFACTURER WITH A closets HEATING TEMPERATURE SET POINT NO HIGHER THAN Use backer rod or spray foam(appropriate for unconditioned spaces. UNVENTED ROOM HEATER" "ELECTRIC 22. Thresholds at mechanical windows)to fill gaps between window/door and FURNACE"OR"BASEBOARD ELECTRIC HEATER" 70°F AND A COOLING TEMPERATURE SET POINT NO combustion closet doors � AS APPROPRIATE.AN EFFICIENCY SHALL NOT LOWER THAN 78°F. 23. Band joist exposed to subfloor rough opening After drywall BE LISTED FOR GAS-FIRED UNVENTED ROOM NI 103.3.3(R403.3.3)DUCT TESTING(MANDATORY) exterior Seal gap between HEATERS,ELECTRIC FURNACES OR ELECTRIC DUCTS SHALL BE PRESSURE TESTED TO electrical box and Caulk ❑ Seal electrical switch and outlet boxes to drywall BASEBOARD HEATERS. DETERMINE AIR LEAKAGE BY ONE OF THE 24. Band area exposed to unconditioned space drywall Wall cross-section with caulk. FOLLOWING METHODS: N1101.10.1.1(R303.1.1.1)BLOWN-IN OR SPRAYED ROOF 1.ROUGH-IN TEST: TOTAL LEAKAGE SHALL BE (such as basement or ❑ Seal light fixture boxes to drywall with caulk or MEASURED WITH A PRESSURE DIFFERENTIAL OF garage) Attic foam. &CEILING INSULATION: 0.1 INCH W.G.(25Pa)ACROSS THE SYSTEM, Adhesive or THE THICKNESS OF BLOWN-IN or SPRAY FOAM INCLUDING THE MANUFACTURERS AIR HANDLER 25. Exterior wall ventilation� Rafter caulk Floor joist CELLULOSE INSULATION SHALL BE WRITTEN IN penetrations for baffle ❑ Seal bath and kitchen ventilation fans to drywall with ENCLOSURE IF INSTALLED AT TEE TIME OF THE INCHES ON MARKERS THAT ARE INSTALLED AT NOT refrigeration lines, � caulk o TEST.ALL REGISTERS SHALL BE TAPED OR condensate line, etc. Exterior penetrations r foam. LESS THAN ONE FOR EVERY 300 SQ.FT.THROUGHOUT OTHERWISE SEALED DURING THE TEST. 00000IXED ® Caulk exterior wall penetrations for x ❑ Seal all duct boots to floor or drywall with caulk, T THE ATTIC SPACE.THE MARKERS SHALL BE AFT O THE TRUSSES OR JOISTS&MARKED WITHTFIE 2. POSTCONSTRUCTION TEST:TOTAL LEAKAGE refrigeration lines,condensate line,etc. MINIMUM INITIAL INSTALLED THICKNESS WITH SHALL BE MEASURED WITH PRESSURE foam, or mastic. DIFFERENTIAL OF 0.1 INCH W.G.(25Pa)ACROSS THE Glue drywall to � � NUMBERS NOT LESS THAN 1"IN HEIGHT.THE ENTIRE SYSTEM,INCLUDING THE top an ottom d b ❑ Seal any plumbing penetration through drywall with THICKNESS&INSTALLED R-VALUE OF SPRAYED -- � POLYURETHANE FOAM INSULATION SHALL BE MANUFACTURERS AIR HANDLER ENCLOSURE. plates caulk or foam. REGISTERS SHALL BE TAPED OR OTHERWISE INDICATED ON THE CERTIFICATION PROVIDED BY ® ❑ If not done before drywall, seal tub drain penetration THE INSULATION INSTALLER. SEALED DURING THE TEST. Soffit vent p EXCEPTION:A DUCT AIR LEAKAGE TEST SHALL Seal wiring and plumbing ' Caulk bottom late (from crawlspace side) with plywood or rigid board N1102.2.1(R402.2.1)CEILINGS WITH ATTIC SPACES: NOT BE REQUIRED WHERE THE DUCTS AND AIR 9 P 9 plate penetrations � insulation and caulk or foam. WHERE SECTION N1 102.1.2 REQUIRES R-49 HANDLERS ARE LOCATED ENTIRELY WITHIN THE P to subfloor -----__� INSULATION IN THE CEILING,INSTALLING R-38 BUILDING THERMAL ENVELOPE. � "' ❑ Seal gaps at whole house fan with spray foam or INSULATION OVER 100/o OF THE CEILING AREA A WRITTEN REPORT OF THE RESULTS OF THE TEST • Caulk band joist SHALL BE SIGNED BY THE PARTY CONDUCTING housewrap tape (ensure louvers function properly). REQUIRING INSULATION SHALL SATISFY THE ® to subfloor and plates REQUIREMENT FOR R-49 INSULATION THE TEST AND PROVIDED TO THE CODE OFFICIAL. I ❑ Fabricate whole house fan cover from rigid foam WHEREVER THE FULL HEIGHT OF N1103.3.5(R403.3.5)BUILDING CLIENT APPROVALS : insulation and contact paper; attach with Velcro'" UNCOMPRESSED R-38 INSULATION EXTENDS CAVITIES:(MANDATORY) APPROVED BY: DATE: Glue drywall to top OVER THE WALL TOP PLATE AT THE EAVES. TABLE R402.4.1.1 Tape or or wood frame bolted to ceiling. Or, if attic BUILDING FRAMING CAVITIES SHALL late I I ISSUED FOR CLIENT REVIEW 10/27/2021 AIR BARRIER AND INSULATION INSTALLATION3 INSULATION INSTALLATION p caulk exterior access is easy, build a cover from rigid foam or N1102.2.3(R402.2.3)EAVEBAFFLE: NOT BE USED AS DUCTS OR PLENUMS. -- - - - - COMPONENT AIR BARRIER CRITERIA CRITERIA FOR AIR-PERMEABLE INSULATION IN VENTED 2 ISSUED FOR CLIENT REVIEW 11/10/2021 INSU'LATIfJN INSTALLATION+ sheathing duct board which is laced over the fan from the Ni103.4.1(R403.4.1)PROTECTION OF PIPING INSULATION: installation read,'y conforms to the p ATTICS,A BAFFLE SHALL BE INSTALLED ADJACENT COMPONENT AIR BARRIER CRITERIA CRITERIA seams 3 ISSUED FOR CLIENT REVIEW 11/19/2021 --------- __ _ available c . drywallsealing shallprovidedbottom plate,caulk MAINTAIN AN OPENING EQUAL OR GREATER THAN PROTECTED FROM DAMAGE,INCLUDING THAT CAUSED BY used as a sealing material. Insulation Garage separation g` p Q SUNLIGHT,MOISTURE,EQUIPMENT MAINTENANCE AND 4 ISSUED FOR CLIENT REVIEW 11/20/2021 A continuous air artier shall installed installed in a cavity must uniformly fill _. __ ______-__ _._ garage and conditioned space_ __ bottom plate to ❑ For attic hatches, insulate top of board with at least THE SIZE OF THE VENT. THE BAFFLE SHALL EXTEND co u _ b _ a be sta ed Recessed light fixtures penetrating the Recessed light fixtures penetrating the subfloor OVER THE TOP OF THE ATTIC INSULATION.THE WIND,AND SHALL PROVIDE SHIELDING FROM SOLAR 5 ISSUED FOR CLIENT REVIEW 12/3/2021 h , each cavity side-to-side and top-to- 9 g g g two inches of rigid foam insulation or fiberglass batt; RADIATION THAT CAN CAUSE DEGRADATION OF THE in T.,e building envelope. Recessed lighting building thermal envelope shalt be seared building thermal envelope steall be air `��- BAFFLE SHALL BE PERMITTED TO BE ANY SOLID bottom,without substantial gaps or MATERIAL.ADHESIVE TAPE SHALL NOT BE PERMITTED. 6 ISSUED FOR CLIENT REVIEW 12/13/2021 voids around obstructions,and shall be to the air barrier. tight and IC rated. -�7T'- 1 _ seal with weatherstripping. Use these same steps MATERIAL. The exterior thermal envelope shall In exterior vials, bat'insulation shall be for short and full-size attic kneewall access doors ISSUED FOR CLIENT REVIEW 12/15/2021 Genera!requirements � _ ,- split or flied tightly around v.^rn and Sill gasket or of caulk I N1102.4(R402.4)AIR LEAKAGE(MANDATORY) N1103.3.2(R403.3.3)SEALING:(MANDATORY) contain a continuous ail barrier- other penetra ons in the cavity.gNot cut neatly to fit around wiring and and include a tight latch. THE BUILDING THERMAL ENVELOPE SHALL BE DUCTS,AIR HANDLERS&FILTER BOXES SHALL BE SEALED. ISSUED FOR CLIENT REVIEW 3/7/2023 more titan 2 percent of the total plumbing or insulation,that on g Breaks or joints in the air barrier shall be + Plumbing and v.7ring installation readi'y conforms to j ❑ For attic pull down stairs, use rigid foam cover kit; CONSTRUCTED TO LIMIT AIR LEAKAGE IN JOINTS&SEAMS SHALL COMPLY WITH SECTION MI601.4.1. sealed. insulated a.ea shall be compressed „ p g ACCORDANCE WITH THE REQUIREMENTS of 9 ISSUED FOR CLIENT REVIEW 3/13/2023 below the thickness required to attain available space,and shall extend make stairs airtight using latch bolts and SECTIONS N1102.4.1 THROUGH N1102.4.5 N1104.1(R404.1)LIGHTING EQUIPMENT:(MANDATORY) ISSUED FOR CLIENT REVIEW 3/29/2023 the labeled R-value or contain gaps or behind ioing and vririn NOT LESS THAN 90%OF THE PERMANENTLY INSTALLED voids in the insulation. The air barrier installed at exterior vra'!s _ weatherstripping. LIGHTING FIXTURES SHALL CONTAIN ONLY ISSUED FOR CLIENT REVIEW 4/5/2023 Sho�.vernub an exterior v.�al3 adjacent to showers and tubs shall Exterior tiva..�adjacent to_hot ens and N11o2.4.2(R4o2.4.2)FIREPLACES: The air barrier in any dropped ceiling or tubs shall be insulated. HIGH-EFFICLANCYLAMPS. sofa steal'be a!geed v�ith the insulation separa`_e the wall from the sho%ver or tub. Atrseal exterior NEW WOOD BURNING FIREPLACES SHALL ISSUED FOR CLIENT REVIEW 5/25/2023 HAVE TIGHT-FITTING FLUE DAMPERS OR and any gaps in the air barrier sha!!be The 8'r barrier sha!!be ins',a'led behind ❑ Seal all exterior penetrations, such as porch light The insulation in any dropped Electrical'phore boy on electrical and communication boxes. p p g DOORS&OUTDOOR COMBUSTION AIR. 3 sealed. fixtures, hone, security, cable and electric service WHERE USING TIGHT-FITTING DOORS ON Ceilingtattic ceiling.rsof it shall be aligned%,,ith the exterior walls Alternatively, a'.r-sea!ed boxes shall be p y �• a"r barrier. installed holes, with caulk or spray foam. FACTORY-BUILT FIREPLACES LISTED& Access openings,drop do%rn_airs or - - LABELED INACCORDANCE WITH UL127, knee .,!all doors to unconditioned attic HVAC supply and return register boots ❑ Repair or replace any missing sheathing. THE DOORS SHALL BE TESTED&LISTED spaces shall be sealed. HVAC register boots that penetrate build'ng thermal envelope FOR THE FIREPLACE. shall be sealed to the subfloor,%wall If installing Caaitie.,within corners and hewers of g housewrap: frame walls shall be insulated by covering or ceiling penetrated by the boot N1102.4.5(R402.4.5)RECESSED LIGHTING The junction of the foundation and sill + , , %",there required to be sealed concealed ❑ Seal top and bottom edges past the plates with RECESSED LUMINARIES INSTALLED IN THE complete!,,,fining the cavity dvith a REVISIONS & DRAWING ISSUE : p!a.e shall be sealed. + „ o s• fire sprinklers shall only be sealed in a housewrap toe or caulk. BUILDING THERMAL ENVELOPE SHALL BE SEALED material having a therm resistance, p p R-value, of not less than R-3 per inch. mariner that is recommended by the TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED ISSUED FOR CLIENT REVIEW 6/14/2023 Vrcll!s The junction of the top plate and the top of Concealed sprinNers manufacturer. Caulking or other adhesive ❑ Seal housewrap at windows and doors. AND UNCONDITIONED SPACES.ALL RECESSED ex!e,ior walls shall be sealed. , sealants shall not be used to fit voids LUMINARIES SHALL BE IC-RATED AND LABELED AS Exterior thermal envelope insu anon for � ❑ Minimize cuts in housewrap and caulk or tape to framed wal!s shall be installed in between fire sprinkler cover plates and HAVING AN AIR LEAKAGE RATE NOT MORE THAN Knee r'ra!ls shall be sealed substantial contact and continuous walls or ceilings. sea a penetrations. 2.0 CFM WHEN TESTED IN ACCORDANCE WITH a l' s lna; _t,:n of to;w3S eh3,•t?in aC'.c.•C3^ce w,'w two t�•nY,;.r•.�Q iCC 1:.: - - ❑ Overlap seams and seal with caulk or ASTM E283 A 75Pa)PRESSURE 4 --- h et ra �i his, - - - -- �- - DIFFERENTIAL.ALL RECESSED LUMINARIES SHALL The space belt•/een framing and skylights, housewrap tape. Windc%vs,skylights and doors and the jambs of vrindows and doors,sha!! BE SEALED WITH A GASKET OR CAULK BETWEEN 5 be sealed. ❑ If not using housewrap, seal all sheathing seams THE HOUSING AND THE INTERIOR WALL OR __.._. . . W__ _ __ W _ _ CEILING COVERING. 6 Rim joists shall be insulated by with housewrap tape or caulk. Rim joists Rim joists shall include thie air barrier. completely filling the cavity v4th a material having a thermal resistance, R-value, of not less than R73 per inch Floor framing cavity insulation shall be 9 installed to mairta�n permanent contact vrith the underside of subfloor decking. Floors,including cantilevered Alternatively,floor framing cavity 1 The a°r barrier shall be installed at any insulation shall be in cortact 0th the floors and floors above exposed edge of insulation. top side of sheathing, or continuous garages insulation installed on the underside of floor framing:and shall extend from the bottom to the top of all perimeter floor framing members. Exposed earth in unvented cra'.•,1 spaces Crai'rj space irsujation,where provded Crawl space vrafls shall be covered vrith a Class i vapor instead of floor insulation,sha'l be retarderwi',h overlapping joints taped, perrrarently attached tothe tiaal!s. PROJECT TITLE: TORRESESTRELLARESIDENCE Duct Shd`t5,utdi penetrations, and f1ve ENGINEER SEAL: DATE: 10/19/2021 Shafts,penetrations shafts opening to exterior or uncorditioned _ SCALE: AS NOTED space shall be sealed. Batts to be installed in narrow cavities 0� tdF(/V��':� DRAWN BY: D.G. Narrow cavites shall be cut to ft or narrow,cavites �� �p RF-14 � f_ CHECKED BY:T.D.R. shalt be fished with insulation that on o�P DRAWING NO: S_ E C- 1 � r <� 10435Q5 P� i �'40FESS\- . DRAWING TITLE: ENERGY CODE NOTES & AIR SEALING DETAIL TORRES ESTRELLA RESIDENCE I i N_F__J R11C SH tLi W YO STAT RESIDENTIA COD COMP 1ANCh T � 2020 ♦TORRES ESTRELLA♦ RESIDENCE 1385 PIKE STREET NOTE: THE GENERAL CONTRACTOR AND ALL SUB-CONTRACTORS ARE RESPONSIBLE TO .08 HEIGHT ABOVE FINISHED GRADE(R404.1.6) .16 MASONRY FIREPLACE CLEARANCES (R1001.11) MATTITUCK,NY 11952 CONTRUCT THIS PROJECT IN STRICT ACCORDANCE WITH THESE CRITERIA UNLESS MORE CONCRETE AND MASONRY FOUNDATION WALLS SHALL EXTEND ABOVE THE ALL WOOD BEAMS, JOISTS, STUDS AND OTHER COMBUSTIBLE MATERIAL TABLE R602.3 (1) FASTENING SCHEDULE TOWN OF SOUTHOLD RESTRICTIVE CRITERIA ARE PROVIDED BY A COMPLETION SPECIFICATIONS MANUAL. FINISHED GRADE ADJACENT TO THE FOUNDATION AT ALL POINTS A MINIMUM SHALL HAVE A CLEARANCE OF NOT LESS THAT 2 INCHES FROM THE FRONT SUFFOLK COUNTY OF 4 INCHES WHERE MASONRY VENEER IS USED AND A MINIMUM OF 6 INCHES FACES AND SIDES OF MASONRY FIREPLACES AND NOT LESS THAN 4 INCHES ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER & TYPE OF FASTENER SPACING & LOCATION NOTE: THE GENERAL CONTRACTOR& INDEPENDENT CONTRACTORS ARE RESPONSIBLE FOR ELSEWHERE. FROM THE BACK FACES OF MASONRY FIREPLACES THE AIR SPACE SHALL NOT ROOF HEIR OWN MEANS OF SAFETY PROCEDURES AS WELL AS SITE SAFETY. G.C. TO PROVIDE RISK 09 BACKFILL PLACEMENT(R404.1.7) BE FILLED EXCEPT TO PROVIDE FIRE BLOCKING IN ACCORDANCE WITH p 1 ++ ++ 4-8d BOX 2 THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS MANAGEMENT STRATEGY& IMPLEMENTATION FOR ALL TRADES TO MAINTAIN THE SAFETY ' { / xO.113 ) or PREPARED BY THE ENGINEER FOR THIS PROJECT ARE BACKFILL SHALL NOT BE PLACED AGAINST THE FOUNDATION WALL FOR A MIN. SECTION R1001.12. BLOCKING BETWEEN CEILING JOISTS 1 ++ ++ INSTRUMENTS OF THE ENGINEERS SERVICE FOR USE SOLELY OR ALL SUBCONTRACTORS WORK. OF 7 DAYS IT HAS BEEN ANCHORED TO THE FLOOR ABOVE,OR HAS BEEN EXCEPTIONS: 1 3-8d COMMON(2/px0.131 ) or TOE NAIL PRO RESPECT TO THIS PROJECT AND DEEMED OTHERWISE OR RAFTERS TO TOP PLATE 3-1 Od BOX(3'"xO.128") or PROVIDED THE ENGINEER SHALL BE DEEMED THE AUTHOR,OF 02FRAMING AND CONSTRUCTION DESIGN CRITERIA SUFFICIENTLY BRACED TO PREVENT DAMAGE BY THE BACKFILL. 1. MASONRY FIREPLACES LISTED AND LABELED FOR USE IN CONTACT WITH THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, ++ ++ STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE THIS PROJECT IS IN A REGION WHERE BASIC WIND SPEEDS EQUAL OR EXCEED 10 CRAWL SPACE VENTILATION(R408.2) COMBUSTIBLES IN ACCORDANCE WITH UL 127 AND INSTALLED IN 3-3 x .1 1 NAILS COPYRIGHT. THE OWNER SHALL BE PERMITTED TO RETAIN 1 „ „ COPIES OF THE ENGINEERS DRAWINGS,SPECIFICATIONS AND 130 MILES PER HOUR AND IT HAS BEEN DESIGNED IN ACCORDANCE WITH THE NEW YORK ACCORDANCE WITH THE MANUFACTURERS INSTALLATION 4-8d BOX(2/ xO.113 ) or OTHER DOCUMENTS FOR INFORMATION AND REFERENCE IN UNLESS OTHERWISE INDICATED ON THE CONSTRUCTION DRAWINGS,THE MINIMUM 1 „ „ CONNECTION WITH THE OWNERS USE AND OCCUPANCY OF THE STATE 2020 RESIDENTIAL CODE NET AREA OF VENTILATION OPENINGS SHALL NOT BE LESS THAT I SQUARE FOOT FOR INSTRUCTIONS ARE PERMITTED TO HAVE COMBUSTIBLE MATERIAL IN 2 CEILING JOISTS TO TOP PLATE 3-8d COMMON(2/pxO.131 ) or PER JOIST, TOE NAIL PROJECT. THE ENGINEERS DRAWINGS,SPECIFICATIONSAND CONTACT WITH THEIR EXTERIOR SURFACES. 3-1 Od BOX(3"x0.128") or OTHER DOCUMENTS SHALL NOT BE USED BY THE OWNER OR 03MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS IN POUNDS PER SQUARE FOOT EACH 150 SQUARE FEET OF UNDER FLOOR SPACE AREA. ONE SUCH VENTILATING OTHERS ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT 2 WHEN MASONRY FIREPLACES ARE PART OF MASONRY OR CONCRETE 3-3"'x0.131" NAILS OR FOR COMPLETION OF THIS PROJECT FOR OTHERS WITHOUT TABLE R301.5 USE LIVE LOAD OPENING SHALL BE WITHIN 3 FEET OF EACH CORNER OF THE BUILDING. VENTILATION WALLS COMBUSTIBLE MATERIALS SHALL NOT BE IN CONTACT WITH THE WRITTEN CONSENT FROM ENGINEER. OPENINGS SHALL BE COVERED FOR THEIR HEIGHT AND WIDTH WITH ANY OF THE CEILING CEILING JOISTS NOT ATTACHED 4-10d BOX(3"xO.128") or Uninhabitable Attics without storageb 10 FOLLOWING MATERIALS PROVIDED THAT THE LEAST DIMENSION OF THE COVERING MASONRY OR CONCRETE WALLS LESS THAN 12 INCHES FROM THE INSIDE 3 TO PARALLEL RAFTER, 3-16d COMMON(32"xO.162") or FACE NAIL Uninhabitable Attics with limited storageb,g 20 WHERE A SPECIFIC VENT HAS NOT BEEN SPECIFIED THE SURFACE OF THE NEAREST FIREBOX LINING. LAPS OVER PARTITIONS 4-3"x0.131" NAILS Habitable attics&attics served w/fixed stairs 30 SHALL NOT EXCEED I/aINCH. ( 3. EXPOSED COMBUSTIBLE TRIM AND THE EDGES OF SHEATHING Balconies(exterior)and deckse 40 USE OF ANY OF THE FOLLOWING IS PERMITTED) . ♦ THOMAS D. REILLY P.E. Fire escapes d 40 h I PERFORATED SHEET METAL PLATES NOT LESS THAT 0.070-INCH THICK. MATERIALS SUCH AS WOOD SIDING, FLOORING AND DRYWALL SHALL BE 4 CEILING JOISTS ATTACHED TO TABLE R802.5.2 FACE NAIL Guards and handrails 200 PERMITTED TO ABUT THE MASONRY FIREPLACE SIDE WALLS AND PARALLEL RAFTER HEEL JOINT 4 BEZEL LANE Guard in-fill components a 50a .2 EXPANDED SHEET METAL PLATES NOT LESS THAT 0.047-INCH THICK. HEARTH EXTENSION IN ACCORDANCE WITH FIGURE R1001.11 PROVIDED RAFTER( ) Passenger vehicle garages 50 "+ "" SMITHTOWN,NY 11787 g .3 CAST IRON GRILLS OR GRATING. - COLLAR TIE TO RAFTER, FACE NAIL or 4-lOd BOX(3 x0.128 ) or Rooms other then sleeping rooms 40 SUCH COMBUSTIBLE TRIM OR SHEATHING IS NOT LESS THAN 12 INCHES „ ", FACE NAIL PHONE(631)724.5740 .4 EXTRUDED LOAD-BEARING BRICK VENTS. 5 3-lOd COMMON{3 x0.148 ) or Sleeping rooms 30c .5 HARDWARE CLOTH OF 0NG BRICK WIRE S. HEAVIER FROM THE INSIDE SURFACE OF THE NEAREST FIREBOX LINING. 1%"x20 GAUGE RIDGE STRAP TO RAFTER 4-3"x0.131" NAILS EACH RAFTER EMAIL:TDRPE@TDRPE.COM Stairs 40 4. EXPOSED COMBUSTIBLE MANTELS OR TRIM MAY BE PLACED DIRECTLY .6 CORROSION-RESISTANT WIRE MESH, W/THE LEAST DIMENSION BEING 1/8 INCH. 3-16d BOX 3 " ROOF SNOW LOAD ** 14 PSF ON THE MASONRY FIREPLACE FRONT SURROUNDING THE FIREPLACE ( � x0.135 ) or 2 TOE NAILS ON ONE EXCEPTIONS: OPENING PROVIDED SUCH COMBUSTIBLE MATERIALS SHALL NOT BE 3-IOd COMMON (3"'x0.148") or SIDE & 1 TOE NAIL ON NOTES: * REFER TO CODE MANUAL FOR ADDITIONAL CRITERIA 1. THE TOTAL AREA OF VENTILATION OPENINGS MAY BE REDUCED TO 111,500 OF 6 RAFTER or ROOF TRUSS TO PLATE 4-10D BOX 3"XO.128" or OPPOSITE SIDE OF EACH ** CONVERSION OF GROUND SNOW LOAD ALLOWED WITH PROVISIONS OF ASCE 7 PLACED WITHIN 6 INCHES OF A FIREPLACE OPENING. COMBUSTIBLE { ) 04 PRESUMPTIVE LOAD BEARING VALUES A FOUNDATION MATERIALS THE UNDER-FLOOR AREA WHERE THE GROUND SURFACE IS COVERED WITH AN MATERIAL WITHIN 12 INCHES OF THE FIREPLACE OPENING SHALL NOT 4-3""x0.131" NAILS RAFTER OR TRUSS APPROVED CLASS I VAPOR RETARDER MATERIAL AND THE REQUIRED OPENINGS PROJECT MORE THAN 1/8 INCH FOR EACH 1-INCH DISTANCE FROM SUCH 1 +" "" TABLE R401.4.1 4-16d(3/ xO.135 ) or ARE PLACED SO AS TO PROVIDE CROSS-VENTILATION OF THE SPACE. THE AN OPENING. LOAD-BEARING PRESSURE INSTALLATION OF OPERABLE LOUVERS SHALL NOT BE PROHIBITED. 3-lOd COMMON(3"x0.l48") or TOE NAIL CLASS OF MATERIAL (pounds per square foot I.ENERGY CONSERVATION COMPLIANCE (N1101)CHAPTER 11 4-lOD BOX 3"X0.128" or CD� (P p q ) ROOF RAFTERS TO RIDGE, { ) staHine bedrock 12,000 .11 UNVENTED CRAWL SPACE(R408.3) COMPLIANCE WITH THE NEW YORK STATE ENERGY CONSERVATION VALLEY OR HIP RAFTERS OR 4-3'9x0.131" NAILS Sedimentary and foliatedrock 4,000 CONSTRUCTION CODE HAS BEEN DETERMINED BY THE USE OF THE 7 VENTILIATION OPENINGS IN UNDER-FLOOR SPACES SPECIFIED IN SECTION R408.1 1 ++ +" Sandy grave and/or grave 3,000 AND R408.2 SHALL NOT BE REQUIRED WHERE: APPROVED D.O.E. SOFTWARE PROGRAM "RESCHECK" OR TRESCRIPTTVE ROOF RAFTER TO MINIMUM 3-16d (3/ x0.135 ) or GW and GP METHOD' USING TABLE N1102.1.2(R402.1.2) 2" RIDGE BEAM 2-16d COMMON(32"x0.162") or END NAIL an , silty sand, c ayey sand,silty grave an 1. EXPOSED EARTH IS COVERED WITH A CONTINUOUS CLASS I VAPOR RETARDER. 3-IOd BOX(3"XO.128"') or clayey gravel 2,000 JOINTS OF THE VAPOR RETARDER SHALL OVERLAP BY 6 INCHES AND SHALL BE 2. N1101.14(R401.3) CERTIFICATE MANDATORY 3-3"x0.131" NAILS S W SP SM SC GM and GC SEALED OR TAPED. THE EDGES OF THE VAPOR RETARDER SHALL EXTEND AT A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER OR Clay, sandy clay, silty clay,clayey silt,silt and 1,SOOb LEAST 6 INCHES UP THE STEM WALL AND SHALL BE ATTACHED AND SEALED TO OTHER APPROVED PARTY& POSTED ON A WALL IN THE SPACE WHERE THE WALL sand silt FURNACE IS LOCATED A UTILITY ROOM OR AN APPROVED LOCATION INSIDE I "" "" +" (CI, 1��IL, MH and CH) THE STEM WALL OR INSULATION � 16d(3/ xO.162 } 24 O.C. FACE NAIL For St 1 pound per square foot=0.0479 kPa 2. ONE OF THE FOLLOWING IS PROVIDED FOR THE UNDER-FLOOR SPACE: THE BUILDING. WHERE LOCATED ON AN ELECTRICAL PANEL,THE CERTIFICATE 8 STUD TO STUD a. Where soil tests are required b section R M A the allowable bearing capacities SHALL NOT COVER OR OBSTRUCT THE VISIBILITY OF THE CIRCUIT DIRECTORY NOT AT BRACED WALL PANELS lOd BOX(3"x0.128") or 16" O.C. FACE NAIL q Y g P NOTE: SEE OPTIONS IN NYSRC 2020(PAGE 121) ( ) 3"x0.l31" NAILS of the soil shall be part of the recommendations. LABEL, SERVICE DISCONNECT LABEL OR OTHER REQUIRED LABELS. THE b. Where the building official determines that in-place soils with an allowable .12 CRAWL SPACE ACCESS (R408.4) CERTIFICATE SHALL LIST THE PREDOMINANT R-VALUES OF INSULATION STUD TO STUD & ABUTTING STUDS @ 16d BOX(32"xO.135") or "" bearing capacity of less than 1,500 psf are likely to be present at the site the 12 O.C. FACE NAIL allowable bearing capacity shall be determined by a soils investigation. ACCESS SHALL BE PROVIDED TO ALL UNDER-FLOOR SPACES. ACCESS OPENINGS INSTALLED IN OR ON CEILING/ROOF, WALLS, FOUNDATION&DUCTS OUTSIDE 9 INTERSECTING WALL CORNERS (AT 3"xO.131" NAILS THROUGH THE FLOOR SHALL BE A MINIMUM OF 18 INCHES BY 24 INCHES. CONDITIONED SPACES; U-FACTORS FOR FENESTRATION&THE SOLAR HEAT BRACED WALL PANELS) 16d COMMON 32"xO.162" 16" O.C. FACE NAIL, .05 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE OPENINGS THROUGH A PERIMETER WALL SHALL BE NOT LESS THAN 16 INCHES BY GAIN COEFFICIENT (SHGC) OF FENESTRATION&THE RESULTS FROM ANY ( } TABLE R402.2 24 INCHES. WHERE ANY PORTION OF THE THROUGH-WALL ACCESS IS BELOW REQUIRED DUCT SYSTEM AND BUILDING ENVELOPE AIR LEAKAGE TESTING 16d COMMON(32"xO.162") 16" O.C. EACH EDGE MINIMUM COMPRESSIVE STRENGTH a(f'c) GRADE, AN AREAWAY NOT LESS THAN 16 INCHES BY 24 INCHES SHALL BE DONE ON THE BUILDING. WHERE THERE IS MORE THAN ONE VALUE FOR EACH 10 BUILT-UP HEADER(21" TO 2" FACE NAIL TYPE OR LOCATIONS OF CONCRETE Weathering potential PROVIDED. THE BOTTOM OF THE AREAWAY SHALL BE BELOW THE TRESH-OLD OF COMPONENT, THE CERTIFICATE SHALL LIST THE VALUE COVERING THE HEADER WITH 2" SPACER) 1 ++ 12" O.C. EACH EDGE CONSTRUCTION Severe THE ACCESS OPENING. THROUGH WALL ACCESS OPENINGS SHALL NOT BE LARGEST AREA. THE CERTIFICATE SHALL LIST THE TYPES AND EFFICIENCIES 16d BOX(3/""x0.135 } FACE NAIL Basement was, foundation and other LOCATED UNDER A DOOR TO THE RESIDENCE. SEE SECTION M1305.1.4 FOR ACCESS OF HEATING COOLING&SERVICE WATER HEATING EQUIPMENT.WHERE A 5-8d BOX (22"xO.113") or concrete not exposed to the weather 2,500 c REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS LOCATED UNDER FLOORS. GAS-FIRED UNVENTED ROOM HEATER,ELECTRIC FURNACE, OR BASEBOARD CLIENT APPROVALS Basement slabs an interior slabs on grade, 11 CONTINUOUS HEADER TO STUD 4-8d COMMON(22"x0.l31") or TOE NAIL 2,500 c ELECTRIC HEATER IS INSTALLED IN THE RESIDENCE THE CERTIFICATE SHALL APPROVED BY: DATE: except garage floor slabs .13 FIRE BLOCKING REQUIRED (R302.11) LIST "GAS-FIRED UNVENTED ROOM HEATER", "ELECTRIC FURNACE" OR 4-1 Od BOX(3"xO.128") ISSUED FOR CLIENT REVIEW 10/27/2021 Basement walls, foundation walls,exterior IN COMBUSTIBLE CONSTRUCTION, FIRE-BLOCKING SHALL BE PROVIDED TO CUT "BASEBOARD ELECTRIC HEATER" AS APPROPRIATE. AN EFFICIENCY SHALL NOT 16d COMMON 3 2"xO.162" 16" O.C. FACE NAIL walls and other vertical concrete work 3,000 d ( ) 2 ISSUED FOR CLIENT REVIEW I1/10/2021 w exposed to the weather OFF BOTH VERTICAL & HORIZONTAL CONCEALED DRAFT OPENINGS AND TO BE LISTED FOR GAS-FIRED UNVENTED ROOM HEATERS,ELECTRIC FURNACES 12 TOP PLATE TO TOP PLATE lOd BOX(3"x0.128") or 3 ISSUED FOR CLIENT REVIEW 11/19/2021 FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES &BETWEEN A TOP STORY OR ELECTRIC BASEBOARD HEATERS. „ 12 O.C. FACE NAIL Porches, carport slabs and steps exposed 3 500 d e f PLUMBING COMPLIANCE 3 x0.l31 NAILS 4 ISSUED FOR CLIENT REVIEW 11/20/2021 to the weather and garage floor slabs > > & THE ROOF SPACE. 3. 8-16d COMMON 32"xO.162" or FIRE BLOCKING SHALL BE PROVIDED IN WOOD-FRAMED CONSTRUCTION IN THE ALL PLUMBING WORK SHALL BE IN FULL COMPLIANCE WITH SECTIONS P2501 { ) FACE NAIL ON EACH SIDE ISSUED FOR CLIENT REVIEW 12/3/2021 a. Strength at 28 days psi FOLLOWING LOCATIONS: THROUGH P3303 (CHAPTER 25) OF THE NEW YORK STATE 2020 RESIDENTIAL 13 DOUBLE TOP PLATE SPLICE 12-16d BOX(32"' 5xO.135") or OF END JOINT(MIN. 24" 6 ISSUED FOR CLIENT REVIEW 12/13/2021 b. See table R301.2(1) for weathering potential. PLUMBING CODE. 12-10d BOX(3"x0.128") or LAP SPLICE LENGTH c. Concrete in these locations that may be subject to freezing and thawing during construction shall be air 1. IN CONCEALED SPACES OF STUD WALLS & PARTITIONS,INCLUDING FURRED 4. ELECTRICAL COMPLIANCE 12-3"xO.131"" NAILS EACH SIDE OF END JOINT) 7 ISSUED FOR CLIENT REVIEW 12/15/2021 entrained concrete in accordance with footnote d. SPACES & PARALLEL ROWS OF STUDS OR STAGGERED STUDS,AS FOLLOWS: 1 „ „ „ ISSUED FOR CLIENT REVIEW 3/7/2023 l.l VERTICALLY AT THE CEILING&FLOOR LEVELS ALL ELECTRICAL WORK SHALL BE IN FULL COMPLIANCE WITH SECTIONS E3401 BOTTOM PLATE TO JOIST, RIM 16d COMMON(3/ x0.162 ) 16 O.C. FACE NAIL d. Concrete shall be air entrained. Total air content (percent by volume of concrete)shall not be less THROUGH E4304 CHAPTERS 34 THROUGH 43 OF NEW YORK STATE 2020 14 9 ISSUED FOR CLIENT REVIEW 3/13/2023 ( ) JOIST BAND JOIST OR BLOCKING 1 "" "" than 5 percent or more than 7 percent. 1.2 HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET RESIDENTIAL CODE &NFPA 70-2017 16d BOX(3/ xO.135 ) or 12" O.C. FACE NAIL ISSUED FOR CLIENT REVIEW 3/29/2023 e. See Section R402.2 for minimum cementitious materials content. 2. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL&HORIZONTAL (NOT AT BRACED WALL PANELS) 3"x0.131" NAILS ° 5. STRUCTURAL STEEL GENERAL 1 ISSUED FOR CLIENT REVIEW 4/5/2023 f. For garage floors with a steel-troweled finish, reduction of the total air content(percent by volume of SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS & COVE CEILINGS. BOTTOM PLATE TO JOIST, RIM 3-16d BOX(32"xO.135") or 3 EACH 16"O.C. FACE NAIL.1 STRUCTURAL STEEL SHALL CONFORM TO THE AISC SPECIFICATION FOR 15 JOIST BAND JOIST OR BLOCKING 1 "� �� 2 EACH 16"O.C. FACE NAIL2 ISSUED FOR CLIENT REVIEW 5/25/2023 concrete)to not less than 3 percent is permitted if the specified compressive strength of the concrete is 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP&BOTTOM OF THE DESIGN FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR 2-16d COMMON(3/ xO.162 ) or increased to not less than 4,000 psi. THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.7 BUILDINGS" - 13TH EDITION. (AT BRACED WALL PANEL) 4-3"'x0.131" NAILS 4 EACH 16"O.C. FACE NAI 3 06 SLOPE FOOTINGS (R403.1.5) 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS CABLES &WIRES AT CEILINGS & -ALL PLATES AND ANGLES SHALL BE ASTM A36 4-8d BOX(22"xO.113") or THE TOP SURFACE OF FOOTINGS SHALL BE LEVEL. THE BOTTOM SURFACE OF FOOTINGS FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF -WIDE FLANGE BEAMS SHALL BE ASTM A992-GRADE 50 3-16d BOX(32"xO.135") or FLAME &PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR -ALL PIPE AND TUBE COLUMNS BE ASTM A500 1 TOE NAIL SHALL NOT HAVE A SLOPE EXCEEDING ONE UNIT VERTICAL IN 10 UNITS HORIZONTAL SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E 136 REQUIREMENTS. -BOLTS SHALL BE A307 3/4" MINIMUM U.O.N. 4-8d COMMON(2/""x0.131"") or (IO-PERCENT SLOPE). FOOTINGS SHALL BE STEPPED WHERE IT IS NECESSARY TO CHANGE 4-1Od BOX (3 IIx0.128 ) OR THE ELEVATION OF THE TOP SURFACE OF THE FOOTINGS OR WHERE THE SLOPE OF THE 5. FOR THE FIREBLOCKING OF CHIMNEYS & FIREPLACES, SEE SECTION R1003.19 -WELDING ELECTRODES SHALL BE CLASS E70XX. 16 TOP OR BOTTOM PLATE TO STUD 4-3 11x0.131" NAILS REVISIONS & DRAWING ISSUE : .2 STEEL IS TO BE INSTALLED WITH ONE COAT OF SHOP APPLIED PRIMER. BOTTOM SURFACE OF THE FOOTINGS WILL EXCEED ONE UNIT VERTICAL IN TEN UNITS 6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED 6. STRUCTURAL WOOD FRAMING CRITERIA OF THE IRC R602.10 3-16d BOX(32"xO.135"') or SSUED FOR CLIENT REVIEW 6/14/2023 HORIZONTAL (10 PERCENT SLOPE). AT THE LINE OF DWELLING UNIT SEPARATION. 2-16d COMMON(32"xO.162") or 2 #4 REINFORING BAR .1 ALL STRUCTURAL LUMBER WAS DESIGNED USING CRITERIA FOR END NAIL � 3-lOd BOX (3"x0.128") OR 14 MASONRY CHIMNEY CLEARANCES (RI003.18) HEM-FIR 92 OR BETTER LUMBER. NO SUBSTITUTIONS OF LUMBER SPECIES 3 1s°Ivm�.LENGTH �, 3-3"x0.l31"%, ANY PORTION OF A MASONRY CHIMNEY LOCATED IN THE INTERIOR OF THE IS TO BE MADE WITHOUT THE DESIGNER'S CONSENT. (NOTE: IN SOME 4 BUILDING OR WITHIN THE EXTERIOR WALL OF THE BUILDING SHALL HAVE A LOCATIONS DIFFERENT SPECIES MAY HAVE TO BE SPECIFIED AND MUST TOP PLATES, LAP AT 3-10d BOX(3"xO.128") or 5 `��� � MINIMUM AIR SPACE CLEARANCE TO COMBUSTIBLES OF 2 INCHES (51 MM). BE USED IN LIEU OF THE ABOVE. 17 2-16d COMMON(3/ xO.162 ) or FACE NAIL CORNERS & INTERSECTIONS 3-3"x0.131" NAILS 6 ,< CHIMNEYS LOCATED ENTIRELY OUTSIDE THE EXTERIOR WALLS OF THE R403.1.6 FOUNDATION ANCHORAGE/ANCHOR BOLT SCHEDULE BUILDING, INCLUDING CHIMNEYS THAT PASS THROUGH THE SOFFIT OR CORNICE, EXPOSURE B ALL WIND SPEEDS 3-8d BOX(22"x0.113") or 0o SHALL HAVE A MINIMUM AIR SPACE CLEARANCE OF 1 INCH(25.4 MM). THE AIR 2-8d COMMON(212"x0.l31") or SPACE SHALL NOT BE FILLED, EXCEPT TO PROVIDE FIRE BLOCKING IN Anchor Bolt Foundation 1/2" dia. Bolts 5/8" dia Bolts Max. 18 1" BRACE TO EACH STUD & PLATE " FACE NAIL 9 2-10d BOX(3 x0.128 ) or ACCORDANCE WITH SECTION RI003.19. Connection Supporting Max. Anchor Bolt Anchor Bolt 2 STAPLES 14" EXCEPTIONS: Spacing (in.) Spacing(in.) #4 AMORWG AR l. MASONRY CHIMNEYS EQUIPPED WITH A CHIMNEY LINING SYSTEM LISTED Sill Plate to Foundation * 3-8d BOX(22"xO.113") or 1 36"MIN. 18"MIN.LENGTH AND LABELED FOR USE IN CHIMNEYS IN CONTACT WITH COMBUSTIBLES IN (Crawl space or 2-8d COMMON(22"xO.131") or 2 SCALE: (NOT TO SCALE) ACCORDANCE WITH UL 1777 AND INSTALLED IN ACCORDANCE WITH THE Basement) 1-3 Stories 31 48 19 1"x6" SHEATHING TO EACH BEARING 2-1Od BOX(3"x0.128") or FACE NAIL NOTES: T FOOTING THICKNESS MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE PERMITTED TO HAVE Wall Bottom Plate to 2 STAPLES, 1" CROWN, 4 THE MINIMUM FOOTING THICKNESS, T, IN STEPPED AREAS SHALL EQUAL THE FOOTING COMBUSTIBLE MATERIAL IN CONTACT WITH THEIR EXTERIOR SURFACES. Foundation 16 GA., I.4" LONG g THICKNESS IN THOSE UNSTEPPED AREAS. THE REINFORCING BAR SIZE IN STEPPED AREA 2. WHERE MASONRY CHIMNEYS ARE CONSTRUCTED AS PART OF MASONRY (slab-on-grade) SHALL EQUAL THE BAR SIZE IN THOSE UNSTEPPED A MINIMUM OF 3" OF CONCRETE IS OR CONCRETE WALLS COMBUSTIBLE MATERIALS SHALL NOT BE IN 3-8d BOX(22"xO.113") or PROJECTTITLE: TORRES ESTRELLARESIDENCE ' *Anchor bolts shall have a minimum embedment of 7" in concrete foundations and slabs REQUIRED AROUND ALL REINFORCING BARS. CONTACT WITH THE MASONRY OR CONCRETE WALL LESS THAN 12 INCHES "" � 3-8d COMMON(22"XO.131") Or ENGINEER SEALr-=� DATE: 10/19/202I on-grade and 15 in masonry block foundation. A minimum of one bolt shall be 3-IOd BOX 3"xO.128" or U% � I I r �. FROM THE INSIDE SURFACE OF THE NEAREST FLUE LINING. provided within 6 to 12 inches of each end of each plate and within 12" of each corner. ( ) j�� Q� SCALE: AS NOTED .07 SURFACE DRAINAGE (R401.3) 3 STAPLES, 1" CROWN, xt, P. a �<<r `E DRAWN BY: D.G. 3. EXPOSED COMBUSTIBLE TRIM AND THE EDGES OF SHEATHING MATERIALS, hree-inch square washers shall be used at each anchor bolt. Unless otherwise indicated. SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER CONVEYANCE OR OTHER 3 "" CO o ��-{ \� CHECKED BY:T.D.R. SUCH AS WOOD SIDING AND FLOORING SHALL BE PER.NIlTTED TO ABUT All existing sill plates in areas of new work to be anchored with additional self taping anchor 16 GA. 1/ LONG � ��, �. � � APPROVED POINT OF COLLECTION SO AS TO NOT CREATE A HAZARD. LOTS SHALL BE ' bolts "Simpson" THD62600H "Titen HD". Spacing to be in accordance with R403.1.6 1"x8" & WIDER SHEATHING ' °"' '' '` <'"'" � DRAWINGNO: THE MASONRY CHIMNEY SIDE WALLS IN ACCORDANCE WITH FIGURE p p g 20 FACE NAIL � ' '= � �! GRADED SO AS TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE R1003.18 PROVIDED SUCH COMBUSTIBLE TRIM OR SHEATHING IS NOT LESS TO EACH BEARING WIDER THAN 1"x8" - r ":;�� w AWAY FROM FOUNDATION WALLS SHALL FALL A MINIMUM OF 6 INCHES WITHIN THE FIRST WALL HEIGHT 8'-0" 10'-0" 4-8d BOX 2 2"xO.113" or THAN 8 INCHES FROM THE INSIDE SURFACE OF THE NEAREST FLUE LINING. ( } ' 10 FEET. EXCEPTION: WHERE LOT LINES, WALLS, SLOPES OR OTHER PHYSICAL BARRIERS CHIMNEY F BL K 1003 9 TOP PLATE TO RIDGE ADJUSTMENT 3-8d COMMON(22"xO.131"} or 0435`)1b v; RC- 1 .15 C IRE OC ING(R .1 ) JUS PROHIBIT 6 INCHES OF FALL WITHIN 10 FEET, DRAINS OR SWALES SHALL BE CONSTRUCTED FACTOR 3-I0d BOX(3"xO.128") or OFESS\ON/ TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. IMPERVIOUS SURFACES WITHIN 10 SPACES BETWEEN CHIMNEYS AND FLOORS AND CEILINGS THROUGH WHICH HEIGHT (ft) FEET OF THE BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 2 PERCENT AWAY CHIMNEYS PASS SHALL BE FIREBLOCKED WITH NON COMBUSTIBLE MATERIAL 4 STAPLES, 1" CROWN, ----� l0' 1.00 1.00 16 GA. 1%4" LONG FROM THE BUILDING. SECURELY FASTENED IN PLACE. THE FIREBLOCKING OF SPACES BETWEEN DRAWING TITLE: CHIMNEYS AND WOOD JOISTS, BEAMS OR HEADERS SHALL BE SELF-SUPPORTING 15' 1.15 1.25 NEW YORK OR BE PLACED ON STRIPS OF METAL OR METAL LATH LAID ACCROSS THE SPACES BETWEEN COMBUSTIBLE MATERIAL AND THE CHIMNEY. 20' 1.40 1.50 RESIDENTIA, TORRES ESTRELLA i - - ♦TORRES ESTRELLA♦ RESIDENCE N-T1W YORK STAT RESID NTIA CODE COMP 1-A- NC-' - D TAI S � 2020 1385 PIKE STREET MATTITUCK,NY 11952 TABLE R602.3 (1) FASTENING SCHEDULE(CONTINUED) TOWN OF SOUTHOLD BRACED WALL NOTES SUFFOLK COUNTY ITEM I DESCRIPTION OF BUILDING ELEMENTS JNUMBER & TYPE OF FASTENER SPACING & LOCATION 1.BRACED WALL LINES AS INDICATED ON BRACED WALL PLANS SHALL BE CONSTRUCTED IN ACCORDANCE WITH RG02.10 OF THE TOP mares FLOOR ) 2020 RESIDENTIAL CODE OF NEWYORK 5TATE. THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS 4-8 BOX 2j "x0 113" or I ROOFING; 2.THE MAXIMUM SPACING BETWEEN BRACED WALL LINES SHALL 8E GO FT. PREPARED BY THE ENGINEER FOR THIS PROJECT ARE d O ( } ;I INSTRUMENTS OF THE ENGINEERS SERVICE FOR USE SOLELY WITH RESPECT TO THIS ESS OTHERWISE 3-8d COMMON 22"XO.13 1") or AFAI ANY �! PROVIDED THE ENGINEER SHAL BE DJECT AND EEMED THE AUTHOR OF 21 JOIST TO SILL, TOP PLATE OR GIRDER ( 8 > TOE NAIL i 3.ACCO D WALL PANELS ARE WALL A SECTIONS CI WALL. BRACED WALL PANELS SHALL BE CONSTRUCTED AND PLACED THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, 3-1 Od BOX (3"XO.128"} Or ACCORDING TO BRACED WALL PLANS AND THE BRACING METHOD SPECIFIED. STJo STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE 3-3"x0.131" NAILS Fs.-_I•pYo AND vrtirOLES' ;} WALLBOARD BORCD HOLE FLAK COPYRIGHT. THE OWNER SHALL BE PERMITTED TO RETAIN 4.BRACED WALL PANELS SHALL NOT BEGIN MORE THAN 10'-0"FROM THE END OF A BRACED WALL LINE. THERE SHALL NOT BE OF EPPEfiCEVT COPIES OF THE ENGINEERS DRAWINGS,SPECIFICATIONS AND 8d BOX(2/ XO.113 } 4 O.C. TOENAIL MORE THAN 20'-0"BETWEEN TWO BRACED WALL PANELS ON THE SAME BRACED WALL LINE. j tt „ „ of STUD DEPTH OTHER DOCUMENTS FOR INFORMATION AND REFERENCE IN RIM JOIST, BAND JOIST OR WA L��Ap., 1 CONNECTION WITH THE OWNERS USE AND OCCUPANCY OF THE I 11 n ^ , s. PROJECT. THE ENGINEERS DRAWINGS,SPECIFICATIONS AND 22 BLOCKING TO SILL OR TOP PLATE 8d COMMON(2/ xO.131 ) or IN.191N TO EDGE 5.ALL EXTERIOR WALLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CONTINUOUSLY SHEATHED STRUCTURAL WOOD %IN.MIN.TO EDGE OTHER DOCUMENTS SHALL NOT BE USED BY THE OWNER OR 1 Od BOX 3"XO.128" or 6" O.C. TOENAIL MIN_CLEARANCE PANEL METHOD(U.O.N J.THE PLYWOOD SHEATHING SHALL BE STRUCTURAL GRADE AND NOT LE55 THAN X2'IN THICKNESS. OTHERS ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT (ROOF APPLICATIONS ALSO) ( ) F,ra"tkNpY V`Af F R *�.YIA.F RA IF OF VAN, I4N-AIRSPACE OR OR FOR COMPLETION OF THIS PROJECT FOR OTHERS WITHOUT !?KPjP CIr WRITTEN CONSENT FROM ENGINEER. 3"x0.131" NAILS '/1 �� METALTIE• 1 IN.GROUTED SPA( • G.BRACED WALL PANELS SHALL BE NAILED OR SCREWED IN ACCORDANCE WITH TABLE RG02.3(1)OF THE 2020 RCNYS. 3-8d BOX(22"xO.113") or WATER-RES"STIVE BARRIER' 2-8d COMMON(22"X0.131"} or mAsoNRYvENEER 7.BRACED WALL PANELS ARE NOTED BY THE FOLLOWING: NOTCH MUST NOT EXCEEDffi 23 1"x6" SUBFLOOR OR LESS TO EACH JOIST 3-1Od BOX (3"x0.128") or FACE NAIL T.T±TAL1 C• mt_� a.CS-W5P = CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL PERCENT OF STUD DEPTH 2 STAPLES 1" CROWN b. C5-PF =CONTINUOUSLY SHEATHED PORTAL FRAME ♦ THOMAS D. REILLY P.E. +'s BORED HOLES SHALL NOT BE > > / / c. GB = GYPSUM BOARD LOCATED IN THE SAME CROSS IF HO`-E IS BETWEEN 4D PERCENT AND SECTION OF CJT OR NOTCH-IN 60 PE BE DOUBLE UD MPrH,THEN NO A'ORE THAN TbD'JO4 BEZEL LANE 16 GAUGE 1%" LONG `jf ---- STLD 4 WALLBOARD &THE ENDS OF BRACED WALL LINES SHALL BE CONSTRUCTED USING ONE OF THE METHODS BuORED JES-ToFTUDSAflEDCUBLECANDBO SMITHTOWN NY 11787 j n II t�J.AtR`PACE O4 WATER-RESISTIVE FARRIER° SHOWN BELOW: 3-16d BOX 3/2 x0.135 or f.rN cp('xi!:DSr%CF• -.,. _,SvEATHP4LIZ24 2" SUBFLOOR TO JOIST OR GIRDER ( ) BLIND & FACE NAIL -•-�j FLASHING' PHONE(631)724.5740 I 1r +1 For SI:1 inch=25.4 mm. 2-16d COMMON(3/ X0.162 } INsuLAnoN EMAIL:TDRPE TDRPE.COM U!AS014RY V'E%f E R r� p BET1W/EEN STUDS Note:Condition for exterior and bearing walls.STEEL LINTEL'25 2" PLANKS 3-16d BOX(31/2"xO.135") or AT EACH BEARING, � . , Er� F , FIGURE R602.6(1) (PLANK & BEAM- FLOOR&ROOF) 2-16d COMMON(32"XO.162") FACE NAIL NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLSI"rEEPHOLE• NOTES: � �' CONTINUOUSLY SHEATHED v3-16d COMMON(3%"x0.l62") ,�� ' �<`' `\ ++I, 'x JOIST V.NC:FR IHF H FrenAT FNcas o A.L 4-10 BOX (3 x0.l28 ) or '� . FDFL L„ „ CONTINUOUSLY SHEATHEDBRACED WALL LINE3.,� '1 �i !�� � JOISTS Y,'ITHt'4 tHi'HF'ADPR SPAN ;e' w' < BRACED WALL LINE 26BAND OR RIM JOIST TO JOIST 4-3"xO.131" NAILS or END NAIL SE4`°"` rtooR JOIST NO RIT.I F30ARO HEADER SPLICES W?THIN THE HFADFR SPAN 4-3"x 14 GAUGE STAPLES, MASONRY VENEER tN p R A /r Z6„ CROWN FIGURE R703.8 TYPICAL MASONRY VENEER WALL DETAIL BSINGLE PLY R TWO-PLY RIM FIGURE R703.8 TYPICAL MASONRY VENEER WALL DETAIL � JOIST HANDFR RF0U!RFD OUTSIDE s NAIL EACH LAYER AS OF HEADER SPAN WHERE JOIST END f It 11 " NAIL SOLE PLATE (APPLIIED ACR0555OHEATHING BEARING LENGTH IS<TS;t"JCNES 20d COMMON (4 x0.192 ) FOLLOWS:32 O.C. TOP RIM BOARD HEADER TO JOIST PER JOINT WITH HCAPACITYOF FN0 OR Sal ICF� ✓'� A � � :.;,•� &BOTTOM& STAGGERED WOOD 5 EATHINRAL TAB:E KG02 3(U AG70ND lt�VERTICAL IN THE HORIZON AL ti tNCMIT 5 FAST OUTF R PANEL SHEATHING TO AND VERTICAL DIRECTION RETURN ` TOP OF BAND OR RI^A NAIL SOLE PLATE TO J015T PP, 24" O.C. FACE NAIL TOP J051T /` TABLERG023II) PANEL HOLD-DOWNX// FULL.HEIGHT STUD „� T- CRIPPLE 11 11 •„ o° 1, BUILT-UP GIRDERS &BEAMS, 1 Od BOX (3 XO.128 ) Or GRACED WALL PANEL AT END DEVICE BRACED WALL PANE AT END 27 ,t & BOTTOM STAGGERED OF BRACED WALL LINE L ' 2 LUMBER LAYERS 3 xO.131 NAILS OF BRACED WALL LINE !' ON OPPOSITE SIDES - 2-24d COMMON (4"x0.192"} Or I E END CONDITION I END CONDITION 2 WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM J015T RAPPROVEDBAND HEADIER i/ 3-1 Od BOX (3"x0.128") or FACE NAIL AT ENDS OR RIM J05'T & AT EACH SPLICE ONE OR r 40RF FUt L OVER RAISED WOOD FLOOR-FRAMING ANCHOR OPTION CONTINUOUSLY SHEATHED CONTINUOUSLY SHEATHED HEIGHT STUDS PER /J 3-3"x0.13 1" NAILS (WHEKE PORTAL SHEATHING DOE5 NOi LAP OVER BAND OR RIM J015T) BRACED WALL LINE SECTION R802.7.2 4-16d BOX-(31/2"xO.135") BRACED WALL LINE 28 LEDGER STRIP SUPPORTING 3-16d COMMON(3%2'1 0.162") or AT EACH JOIST OR JOISTS OR RAFTERS 4-I Od BOX (3"0.128") or RAFTER, FACE NAIL 110. 1r 4-3 x0.131 NAILS WOOD STRUCTURAL NAIL SOLE PLATE TO Q PANfL 5HFATHING TO J015T PER TABLE 2-10 d BOX(3"XO.128") Or TOP OF BAND OR RIM RG02.3(I y NAIL 50LE PLATE TO J015T O e/ o JO51T PER TABLE RG023(i) RETURI�I 29 BRIDGING OR BLOCKING TO JOIST 2-8d COMMON (2%2'x0.l31"} or EACH END, TOE NAIL FIGURE R532.7.2 2-3"X0.131" NAILS RIM EQARO HEADER CONSTRUCTION PANEL p. ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER& TYPE OF FASTENER SPACING OF FASTENERS WOODSTRUCTURA PANfLSHEATHING OVER APPROVED BAND ORRMJO15T 48"MINIMUM BRACED WALL of-o" MAX. I BRACED SLIErLUCTT -. RAPPPOVED BAND OR RIM WALLALL PANEL 5r•EATMr`JC i�;,,`e MIN.93 fL�!L$OLK9 BLOC FNG's EDGES INTERMEDIATE JOSIT PANEL AT END OF BRACED 1 ` I ATT EACH END AND AT 12 PC O C. INCHES SUPPORT OVER RAISED WOOD FLOOR-OVERLAP OPTION WALL LINE 'SEE REQUIREMENTS J (L'EPI-H OF BLOCKINr3-JOIST CLIENT APPROVALS (WHERE PORTAL 5HEATHING LAPS OVER BAND OR RIM J015T) �" • DEPTHN'U VIS 2 I14.) WOOD STRUCTURAL PANELS SUBFLOOR ROOF & INTERIOR WALL SHEATHING END CONDITION 3 END CONDITION 4 ,� APPROVED BY: DATE: > > FRONT ELEVATION SECTION �'-,; ..•S- ISSUED FOR CLIENT REVIEW 10/27/2021 TO FRAMING & PARTICLEBOARD WALL SHEATHING TO FRAMING _ •. 6d COMMON (2"x0.113") NAIL METHOD CS-PF-CONTINUOUSLY SHEATHED PORTAL CONTINUOUSLY SHEATHED F` ''zs �, i ISSUED FOR CLIENT REVIEW 11/10/2021 FRAME PANPI. COFISTRIJ(T!QN + BRACED WALL LINE ' 3 ISSUED FOR CLIENT REVIEW 11/19/2021 (SUBFLOOR WALL) rLx s;rrP IrViTPi,rx"�' ' - r CU`iTC+I!'4Li Pt4+A CICv4Tw- -j us N C:"`k;. tFkGTH REQUIREMENTS • 'Zz., °'*` 30 3 11 1 11 8d COMMON 2/ x0,131 611 121t OR cA•.e JAI.T or F.4A CC)rlALL.Pik' L RETURN PANEL:/ -/ ( j 2'1 ") 24"FOR BRACED WALL LINES SHEATHED WITH JOIST 4 ISSUED FOR CLIENT REVIEW 11/20/2021 8 2 n NAIL (ROOF} Or I �- _._._� ___. _. . _...___.._.._. _. _ _, WOOD STRUCTURAL PANELS $ ISSUED FOR CLIENT REVIEW 12/3/2021 RSRS-01 (2Y"XO.113") ROOF I'� a �>r�AR fRA,�/!r DISTANCE D: 24"FOR BRACED WALL LINES SHEATHED WITH .', . 6 ISSUED FOR CLIENT REVIEW 12/13/2021 WOOD STRUCTURAL PANELS 01L 2-Nd.a 2-Nd.r 33 VL CLIP ANeaLE j „ „ 32"FOR BRACED WALL LINES SHEATHED WITH .� FASTENED WI'H 2 NO.9 SCRE'A'S ISSUED FOR CLIENT REVIEW 12/15/2021 19 ++ ++ 8d COMMON NAIL(V2 xO.131 ) 6" 1211 By ITrO.C.A1-OPs.'. STRUCTURAL FIBERBOARD. THIROUGH EACH LEG(DEPTHO>f•ANGLE 31 2 - 1 3 it „ &!� C) A v c. E G ERACTO vlr ALL MNEL =JOIST DEPT"V!NV5 2 PI_) ISSUED FOR CLIENT REVIEW 3/7/2023 RSRS-01 (2/ xO.113 ) ROOF BR.AZE7 V'1ALLF`ANEL HOLD-DOWN 80OL55 CAPACITY 51MP50N HD513 FASTENED DEVICE: TO THE EDGE OF THE BRACED WALL PANEL 9 ISSUED FOR CLIENT REVIEW 3/13/2023 1 Od COMMON NAIL (3"XO.148"} ' CLOSET TO THE CORNER AND TO THE 2 NO.a SCRDAS THROtrH n 1t HOLD-DOWN DEVICE FIRST BRACED WALL PANEL STRAP TOTSLOCVJ?vG 32 1 g" - 1%" 8d(22"XO.131")DEFORMED NAIL 6 12 13RaCC 1 WA t D14'•,r: FOUNDATION OR FLOOR FRAMING BELOW ISSUED FOR CLIENT REVIEW 3/29/2023 •-FR,AC1'D WAb.L PA.•,CL END CONDITION 5 COr.tINlKX15 i'f tN.a 53 NOD a SCR_EWT!#tOtM44 j ISSUED FOR CLIENT REVIEW 4/5/2023 OTHER WALL SHEATHING �TruN TO xITsT ISYr.) Ar'L sT.e�sTr�s� 2 ISSUED FOR CLIENT REVIEW 5/25/2023 12" GALVANIZED ROOFING sons tE-DC KONG 3_1&14; 1470C ALa'+<" END CONDITION FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING pr it r.arrnwktw., F1AknraWAILt' K1% 3 33 MY' STRUCTURAL CELLULOSIC NAIL, 7/6" HEAD DIAMETER, 311 611 FIGURE R505.3.3.2(1) FIBERBOARD SHEATHING or 1%4" LONG 16 GA. STAPLE ENTENT Of HEADER 11MT'H D/OUPE PORTAL FPM.''ES(M-0 SQL CED VrLL PAN ELSI JOIST BLOCKING(SOLID) W/�6" Or 1" CROWN EXTEF(a GrFfEAD"ERYK1711Sr4G_EPOrRTALrRA1.I� jICr E Lr RACED VOILL PANEL] FASTEN MtlN1G STUD G 1%4" GALVANIZED ROOFING -tq•FINMR4171D%NIDTH OF OPFNN4ri TO HFADFR L'ATTH 6 � x '_--FOR SN•aG:.L OR DOUDLE PORTAL ~ tK)SINKFRS •-, ' Z 2%2" STRUCTURAL CELLULOSIC NAIL 7/6" HEAD DIAMETER, ++ It -i TE► E ST*iAr PER 34 3 6 � CMMtlM.wl. '.(_04 or]► 1 TA?tLEs+r2_t�,.� 0 REVISIONS & DRAWING ISSUE FIBERBOARD SHEATHING or 12" LONG 16 GA. STAPLE (�Dc ; l,cs�1+� cx Ttlal�al"Alcr`'`r' :TH I+E►IYyyAtt: MCraost-ESIDE pr1TOAr C SRNAi.i "'rr L F,�tCffT sl?ASHIrv3) ISSUED FOR CLIENT REVIEW 6/14/2023 W/7/6" or 1" CROWN ____ _. ... • • M WN 3•A ll% W.T FlTAnFR STFFL FIEAnFR P4tT5H+P[TFr! ' ' $ : •+' ra 2 12" GALVANIZED ROOFING '^* 4, IT�'s-sTI•�CER�USED.PLACE ON BACK-SIDE Df"HEADER �� • � � . �, FIGURE R602.10.8 1 ;" � IFNEECED,f'A►DEL � 3 35 / GYPSUM SHEATHING NAIL STAPLE GALVANIZED 71I 7" BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR10EILING FRANfING � `�• C SPLICE EDGES sFtAtt 1 ++ > Comv�SolAr.•?t ATOH_A0% PALS � OCCUR 0+�11_,ft AND S_ '--FA,STL/ Top � ��; 4 1 2t1 LONG; 11/4" SCREWS, �_ F TT RN S rPQ.I.N zECFCFx rlaas ra 3•GI?ID NAKED loc:tr.tmo;c PLAT�TO .► ELOrKI�IG t•!I':HIN T F 1'c F+LAf]ER AITH $ TYPE W OR S ' '--I*A.-)FRTOJAC`JC-QTt''I FTT�dP PFRTAP!F N!vl:.DL Z4*OF TPE : Two ' e CkPTraJbllstalc re�w•IC•tAiF*Atlrwo F,1Lz4rtrtrTte:tSaWrS ---+ SOLID E3LOCKi�JG E3ETi J%EN tT Ir-aC AIF7rs: ►- , FIORFI+AV() H?TGC R(Yd."5(4 11$ as t�T n71;T lerrwarrw L]Q?rCT•Y s.►1Trs RC��.a1;1 R 4 Ot,ElbTri 51 OE5 OF 0v =r'I;� 6 1%4" GALVANIZED ROOFING EIFACTr'WAXLLPA.,FL PPA!F-V%41I PANrL a OrPO`RE�•nE OF�•HEATt°rl�l CJ►+�a n+r[ '+�c 5P41CFR nla.n AT RAFTERS ATTACHED TO TOP „ ►,.aTA IG IS RE�JIRE I 31 O.C..TYR NAIL STAPLE GALVANIZED IN EACH IPA PtlaE=>GE. PLATES WITH Ed C 6- Q.C.ALONG 36 S" GYPSUM SHEATHING 711 711 - t "''�-ti►�I aatr�L• rx�•FRa >r�ccv �€D,r�,Tw�trr kPe LENGTH or CRACED WALL PANEL I' LONG; 1 8" SCREWS, I ' I I S , Ire«•THtMr vrOpOS7F+ttOTVR:LP�wFI SH=pTHra s TYrICALPORTAE `PIN CTIU!R tx+ TYPE W OR S Y.TTH FILL M-1 a CIN OP('.A:Vd,R7Fr)PDX NAL S AT r r 1 " I EL SAL ` �' 3.0 C 04 ALL FRA VIvG(STUDS AND E!L5)AS FRA1!_L:OTI VTR 1CTFt3.1 El lEA 9 m^tr true.tiC?•N3 ?DE IaAtl3ei SHOO%Y ryfl. r..�P,Pv L 1►RLE 2[r 1 POST WOOD STRUCTURAL PANELS COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING .t:.A �o�_.LnNGM%1EL. "gib%lAC1rAPlL .9AT£A=M m ec cr_'w rr ►!MI_LENGTH OF PANEL PER LE RU'22Tt1.& 11(T'+;r3 A NOJ?L•I{ST+JC1 IVK I It"F. . N UGVEER 0'JACK , 1 6d DEFORMED(2"xO.120")NAIL• or �• STUDS rETs'TABLES FIGURE R602.10.8.2(1) 37 AND LESS 6" 12" "` 1' ''-INSTAILEDP'a."sF-CTION04c3_e6LWITH 8d COMMON(2 2"xO.131")NAIL BOACED WILL P&•FL 7 x 7 x Nu'PLATE VtkrHFR BRACED WALL PANEL CONNECTION TO PERPENDICULAR RAFTERS +-•^^Lx+.A�E3 nA:t/V�;f1 +^--°•tf"•tr�.tr r°.�L P4.raYL 3 PRACF 38 %" I" 8d COMMON(22"xO.131")NAIL; or 6" 12'+ 3.IJM9Ir0C_ALDP•ab - - ��� � 0 T � -----WALL FANEL T 0-HREa � EXTEF7tbiORBFAR!NC3VtAEl 8d DEFORMED(22"x0.120")NAIL /-°' �'�'� LL �/' , '�°�'L '° ,�4A*tA4 WALL Pf•�FL RECHApEIg FRAC3 n W k t P414F1 Fi rx.rr,a"�'r+R�R ,�. �, A.L'3,t1tCF'rT't;y�:R,>L � ' s $e-,, 4a FOR SI".CAE PORTAL +=' G" !^ �, ca LJ ,• L" C o Cs �+' ' I�r �„ 16 +, c'n o F1'a� C. ILL IF j IOd COMMON(3 xO.148 )NAIL• or �" " �a 39 1�" - 1�" t1 6" 1211 a �P".aY S'I PROJECT TITLE: TORRES ESTRELLA RESIDENCE 8d DEFORMED(2%2"x0.120")NAIL L -a•[L > s " A�C►+ora e�Ta ENGINEER SEAL: DATE: 10/19/2021 * y EACH 91L n , 18 GAGE D OS[Itd I AND 15 IN WI-)F ♦ N7TCF GREATER THAN I SCALE: AS NOTED EC�IO4 Fi41t?l,t$ t �; , E 3 MCTAL Tlr FASTFI�r•a ACROSS AIND FEPZCENT OF THE PLA'E WIDTH �--�u�=":�•. TO TMF PLATE AT EACH SIDE OF THE 'L"cxTr y AL rP°Lve"r F+Ja. R nt W:{K wJrvG NOTCH WITH 8.ItiA NAILS EACH SIR[ r DRAWN BY: D.G. 11'C'6'>d'T!ftXY Is Rrt Mr"I 1T R^fir.-ty PFI d,7•ait 00 1E47, " L=A.t 6 ,rrDwALAvrT FRONT ELEVATION SECTION CHECKED BY: T.D.R.S DRAWINGNO: J. FIGURE R602.10.8(2) FIGURE R602.10.6,3 ; i . BRACED WALL PANEL CONNECTION WHEN PARALLEL TO FLOORICEILING FRAIIING ��,,I;° f TOP PLATES �`Pllr=_ "395d !, ' 2 01I ss(or�?� DRAWING TITLE: ------ FIGURE R602.6.1 NEW YORK C?' A TOP PLATE FRAMING TO ACCOMMODATE PIPING RESIDENTIAL TORRES ESTRELLA R