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Home My WebLink About42950-Z �4�OSt' tpG� Town of Southold 3/14/2021 P.O.Box 1179 0 CP 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41877 Date: 3/14/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 26815 Route 25, Cutchogue SCTM#: 473889 Sec/Block/Lot: 109.-2-15 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/2/2018 pursuant to which Building Permit No. 42950 dated 8/15/2018 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 and additions, including finished basement, unfinished attic, sunroom, deck, second floor roof deck and outdoor shower stall to an existing single family dwelling as applied for. The certificate is issued to Salerno III,Victor&Hussey,Meghann of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-19-0057 7/14/2020 ELECTRICAL CERTIFICATE NO. 42950 12/13/2019 PLUMBERS CERTIFICATION DATED 8/1/2020 n N v,4v,4n Witt A rite ignature �gOFFO(,� 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#: 42950 Date: 8/15/2018 Permission is hereby granted to: Salerno III, Victor 324 E 41st St Apt 202C New York, NY 10017 To: construct interior repairs (water damage) and install new HVAC system and boiler to existing single-family dwelling as applied for. At premises located at: 26815 Route 25, Cutchogue SCTM # 473889 Sec/Block/Lot# 109.-2-15 Pursuant to application dated 8/2/2018 and approved by the Building Inspector. To expire on 2/14/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $200.00 CO -ALTERATION TO DWELLING $50.00 Total: $250.00 Build ector Form No.6 TOWN OF 50UTIIOLD BUILDING DEPARTMENT D EVIE n TOWN FALL J 76s-1ao2 AUG 1 5 2010 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department w i anT©�drwi1iFPT. y� A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. )a New Construction: C Old or Pre-existing Building: (check one) Location of Property: ab�J 15 I e-ou TE 525(Q6 I Ro�_ d) \ ,fnQ�a House No. Street Hamlet Owner or Owners of Property:�/ I CMR EA L ;END = Suffolk County Tax Map No 1000, Section , Q 9 Block G C� Lot 015 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ scant Signatur ®��OF SO(/P�®l Town Hall Annex a ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 c ® sean.deviin(Dtown.southold.ny.us Southold,NY 11971-0959 �r COW, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Victor Salerno I I I Address. 26815 Route 25 city:Cutchogue st: NY zip: 11935 Building Permit# 42950 section: 109 Block: 2 Lot 15 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: All Work Electrical Corp License No: 4469-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Gas Duplec Recpt 82 Fixtures/Lights 63 HID Fixtures Service 3 ph Hot Water GFCI Recpt 8 Ceding Fan 7 Smoke Detectors 6 Main Panel A/C Condenser Single Recpt Bath Exhaust Fan 7 CO Detectors Sub Panel A/C Blower Range Recpt 50A Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 2QA Emergency Fixtures Time Clocks Disconnect Switches 46 Twist Lock Exit Fixtures 11 Combo SD/Co Ed Other Equipment. Hood, W/D, Fridge, 2- Gas Furnaces, DW, 50A Hot Tub Notes. 1 st Floor, 2nd Floor, Basement, Attic Inspector Signature: ' Date: December 13, 2019 S Devlin-Cert Electrical Compliance Form As p'F SO�T�o Town Hall Annex ; Telephone(631)765-1802 54375 Main Road 00 Fax(631)765-9502 P.O.Box 1179 O Southold,NY 11971-0959 Q, ® IEL� o "' [Ev BUELDING DEPARTMENT D TOWN OF SOUTHOLD AUG 2 4 2020 BUILDPTG DEPT. °jC-,r1IOI;I) CERTIFICATION Date:Aug 1 st 2020 Building Permit No. 42950 Owner: Victor Salerno III (Please print) Plumber: Kevin Witt (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (PIumbers Signature) Swornto before me this l day of Alau-s-f- 20 tart'Public, O� U+to County JANE E STROMSKI NOTARY PUBLIC OIST4640852 QUALIFIED SUFFOLK COUNTY NY TERM EXPIRES DECEMBER 31.020 oZ -<b ��OF SObIyO # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY_ [ ] FIRE SAFETY INSPECTION [ '] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 4voie� v Ems #H phrn P4 "I izi� ritF� /m X�-) 'A tm 1) (//?1 v-=--, 0 f DATE 3 bM INSPECTOR 1 OE SO�jyO # # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPECTION [ ] F NDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING R ARKS: _&#J4 I t� DATE INSPECTOR oF souryO6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. l� [ ] FOUNDATION 2ND [ ] INSULATION - [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ,,KELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE / INSPECTOfi�71 �o��F SOUlyolo # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPEC ION- [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING R ARKS: M)rk. &o&kla �ULrwwl/ v 464A - lL t q7zkL CAM 4tz b,c t� to, o w DATE INSPECTOR)a hJA4 ho��OF SO//Tyo� # # TOWN OF SOUTHOLD BUILDING DEPT. °y^ourm 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PL13G. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] LECTRICAL (FINAL) [ ] CODE VIOLATION IV CAULKING REMARKS: oz 64k 44vtJ DATE INSPECTOR I Df So!/l�o # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECPON , [ ' ] FOUNDATION 1 ST [ ROUGH PLBG. ] OUNDATION 2ND [ ] INSULATION/CAULKING [ FR®/SMPP IG [ ] FINAL [ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION, -[ ]- FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: z VMIow Vl}! vlvm 1 9 u a �.� V, - DATE INSPECTOR �o��OF SOUlyo�o # f TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 _INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLBG.�,, [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ Y] FIRE'SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION' [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: t�p ., la - - no DATE 10 y13P 0 INSPECTOR 1%4 A% tea'- ----�,T-- - - �w OFSObIyo U � t 50 ti �o t _ * * TOWN OF SOUTHOLD'BUILDING"DEPT. �o • ,o cou765-1802 iNSPECTION'[ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING " [ ] FRAMING /STRAPPING [ ] FINAL - [ ] FIREPLACE & CHIMNEY [ ] -FIRE SAFETY INSPECTION [ ] FIRE RESISTANT-CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ]` ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: 3 A/ DATE I INSPECTOR �ul�o ho��OF SOUTyO6 # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION , [ ] FOUNDATION IST [ ] ROUGH PLRG. ] FOUNDATION 2ND - [ ] I ULATIOWCAULKING [ ] FRAMING/STRAPPING [ FINAL F[ ] FIREPLACE &CHIMNEY [ ] FIRE'SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL-(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PR C/O 6 , REMA KS: r -V%V kthll 49 U DATE AkQV INSPECTOR t"' t i r 1 Retrotec rCloud Quality Assurance Report Resnet 380 Siri "o�in Blower Door Test PASSYour Resul . 4.22 ACH50 ( 575.69 CFM50*60/22400 3) I i Target<5 4CH50 Test Information Test Name Salerno 26815 main rd cutchogue Test Date 2020-02-10 11:55 AM (UTC-5) Export id 139VREOPO Company Name Star mechanical Technician Name Rey Villegas Technician Email reyhvac1989@gmail.com Building Information Address 26815 Main Rd City Cutchogue State NY Zip/postal Code 11935 Country United States Year Constructed 2018 Elevation 10 ft Address Verified? Yes Building Latitude,Longitude 41.008045,-72.488508 GPS validation Estimated Distance From Address 15 ft Test Equipment Fan Model Retrotec 5000 Fan Serial Number 5fn10w455 Pressure Gauge Model Retrotec DM32 10A Gauge Serial Number 410076 Environmental Conditions Pre-test Indoor Temperature 60'F Pre-test Outdoor Temperature 46°F Wind Speed 19 M P H Average Barometric Pressure 102 kPa Test Dimensions Conditioned Floor Area 2800 ft2 Volume 22400 ft3 � ' f�� `JE! `,, ® AUG 2 4 2020 377,11'irt\TG DETT. " ". 1 f :TTTHE0,D 1 r Retrotec rCloud Test Results Summary Test Type --Res_ net 380 Single' ingle•Point Blower Doo_r Test_ Time'Averaging " y, 10 sec'on'ds - Air Changes Per Hour ; . 4.221 Induced House Pressure -52.43 Pa `. Corrected Flow 1575.69 CFM @ 50 Pa Adjusted Flow n - 1575.69 CF.M ® 50 Pa Intercept - 123.919 Slope 0.650 Test Results Test Data Set 1 Flow Direction Depressurize Gauge Location Inside ' Test fan location Front door Average baseline -1.16 Pa ` Depressurize Results Air changes at 50 Pa,nso 4.2206/hr Air leakage rate at 50 Pa,q5o 1575.69 CFM Effective leakage area at 4 Pa, EfLA4 87 int Specific effective leakage area(floor)at 4 Pa,ELAF4 0.0309 int/ftz Normalized leakage area at 4 Pa,NLA4 0.0408 Baseline Pressure,Initial Pa -0.1 - - -0.1 -0.4, --1 -1A 71.3 -0.9 -1.2 -2.2 -3 Average baseline,initial AP o, -1.16 AP 01- -1.16 AP 01+ 0 Baseline Duration 13 seconds - Building pressure(Pa) -53.59 Induced pressure(Pa) -52.43 Fan Pressure[5000-1381(Pa) 144.59 Total flow q,(CFM) 1661.51 Measured flow qm(CFM) 1645.56 Total flow through envelope,genv(CFM) 1601.19 Error 0.0% Correlation= - 1:0000-` - -Confidence Limit 95% Intercept, Cenv 122.100 122.100 122.100 Intercept, CL 123.919 123.919 123.919 Slope,n 0.650 0.650 0.650 2 Retrotec rCloud Compliance Verification 3.2.1. Fenestration.Exterior doors and windows are closed and latched. Confirmed 3.2.2.Attached garages. If blower door is installed between the house and the garage,in Confirmed which case the garage shall be opened to outside by opening at least one exterior garage door. 3.2.3. Crawlspace vents and hatches Vented 3.2.4.Attic doors and hatches Closed 3.2.5. Basement doors Closed 3.2.6. Interior doors. All doors between rooms inside the Conditioned Space Volume are Confirmed opened. 3.2.7. Chimney dampers and combustion-air inlets on solid fuel appliances are closed. Confirmed 3.2.8. Combustion appliance flue gas vents are left in their as-found position. Confirmed 3.2.9. Fans Turned Off-Any fan or appliance capable of inducing airflow across the Confirmed building enclosure are turned off including,but.not limited to,clothes dryers,attic fans, kitchen and bathroom exhaust fans,air handlers,ventilation fans used in a whole-house mechanical ventilation system (example a system intended to meet ASHRAE Standard 62.2),and crawlspace and attic ventilation fans.This requirement to turn fans off includes accessible fans in adjacent attached dwelling units. 3.2.10.1. Non-motorized dampers (example pressure-activated operable dampers and Confirmed fixed dampers),that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volumes shall be left in their as-found positions. (example,a fixed damper in a duct supplying outdoor air for an intermittent ventilation system that utilizes the HVAC fan shall be left in its as-found position). 3.2.10.2. Motorized dampers that connect the conditioned space volume to the exterior Confirmed or to unconditioned spaces shall be placed in their closed positions and shall not be further sealed. 3.2.11.1. Non-dampered ventilation openings of intermittently operating local exhaust Confirmed ventilation systems (example bath fan and kitchen range fan),that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volume shall be left open. 3.2.11.2. Non-dampered ventilation openings of intermittently operating whole-house Confirmed ventilation systems,including HVAC fan-integrated outdoor air inlets,that connect the Conditioned Space Volume to the exterior orto Unconditioned Space Volume shall not be sealed. 3.2.11.3. Non-dampered ventilation openings of continuously operating local exhaust Confirmed ventilation systems,(example bathroom or kitchen exhaust), that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volume shall be sealed,preferably at the exterior of the enclosure. 3.2.11.4. Non-dampered-ventilation openings of continuously operating whole-house Confirmed ventilation systems that connect the Conditioned Space Volume to the exterior orto Unconditioned Space Volume shall be sealed at the exterior of the enclosure where conditions allow. 3.2.11.5.All other Non-dampered intentional openings between Conditioned Space Confirmed Volume and the exterior or Unconditioned Space Volume shall be left open,(Informative Note: For example undampered combustion air or make-up air openings shall be left in their open position). 3.2.12.Whole-building fan louvers and shutters shall be closed. In addition,if there is a Confirmed seasonal cover present,it shall be installed. 3.2.13.The opening to the exterior of evaporative coolers shall be placed in its off Confirmed position. In addition,if there is a seasonal cover present,it shall be installed. 3.2.14. Operable window trickle-vents and through-the-wall vents shall be closed. Confirmed 3.2.15.Supply registers and return grilles are left in their as-found position and left Confirmed uncovered. 3.2.16. Plumbing drains with empty p-traps shall be sealed or filled with water. Confirmed 3.2.17.Vented combustion appliances shall remain off or in"pilot only" mode for the Confirmed duration of the test. 3 Retrotec rCloud 3.5.1.Are the results of the test to be used for conducting a home energy rating or No assessing compliance with a building enclosure leakage limit? (For example,defined by code or by an energy efficiency program. 4 Retrotec rCloud Test Notes No notes entered. Flow Equation Parameters - Factory Default Fan Model Retrotec 5000 Fan Serial Number 5fn10w455 - Flow equation parameters -B1 Units Used For Flow Parameters in Equation CFM Fan pressure(FP)is the measured fan pressure when using a self-referenced fan or when the room pressure is negative. If using a fan which is not self-referenced,and the room pressure is positive,fan pressure is calculated by subtracting the measured room pressure from the absolute value of the fan pressure. If PrA is greater than 0 or fan is self-referencing: FP=jPrBj-PrA If PrA is less than 0 or fan is self-referencing: FP= PrB Flow calculations are not valid if fan pressure is less-than either MF or(K2 x IRPI) FP=fan pressure,RP=room pressure Range N K K1 K2 K3 K4 MF Open 0.4980 548.0000 0.0000 0.3000 0.0000 1 10 A 0.5020 287.0000 0.0000 0.4000 0.0000 1 20 B8 0.5400 113.2500 0.0000 0.7000 0.0000 1 40 flow=(FP-RPxK1 °x(K+ K3xFP)xK4 Range A B C D F G K2 MF B4 0.0000079426 -0.00864000 4.9000 206.00 -0.19 29 0.8000 40 B2 0.0000008800 -0.00290000 2.1500 90.00 0.10 30 1.0000 50 61 0.0000005000 -0.00128000 1.0200 54.00 0.00 30 1.0000 60 B74 0.0000007960 -0.00095010 0.5900 18.00 0.15 25 0.8000 35 B47 0.0000002690 -0.00035905 0.2435 12.05 0.09 25 1.0000 50 B29 0.0000001110 -0.00014900 0.0920 4.40 -0.02 25 0.6000 50 flow= A x FP3 + (B x FP2)+ (C x FP) +D+((G-RP)x F 5 R - t� STRDI�S]�1 Architecture and Constructi®n Management Services - * architecture,p.c. _ August 2I,2020 Town of Southold Building Department 54375 Route 25 PO Box 1179 Southold,NY I I97I Attention:John Jarski—Senior Building Inspector Re:Salerno Residence—Permit#42950 Dear:Mr.Jarski This letter is to serve as written confirmation that DC3I5 fire retardant paint was applied to all exposed spray-foam insulation within the unfinished basement area and the unfinished attic area as per the 20I5 NYS Residential Building Code.This project was submitted and constructed prior to the change in the building code to the 2020 edition. According to our inspection and final document checklist this letter and a few other documents were required for the Certificate of Occupancy to be issued.The other items are included and listed within the attached transmittal. If you require any addition information regarding the required fire-rated coatings of e exposed spray-foam do not hesitate to contact us. coatings lly yours, rt tromski AIA, ED AP ST KI architecture,p.c. ® F=UCS-,-:�0� O v [E DD AUG 2 4 2020 7F-01`3) P.O.BOX I254 PHONE(63I)779-2832 JAMESPORT,NEW YORK I I947 FAX(63I)779-2833 5 1 [�SYIM SEL.1 Ardiitecture'and Construction Management Services - c"ichite'cture,p.c. August 28,2020 Town of Southold Building Department 54375 Route.25 PO Box I I79 Southold,NY !1971 Attention:john jarski-'Senior Building Inspector Re:Salerno Residence—,Permit#42950 Dean-,Mr.jarski- This letter is to serve;as`written confirmation that-the insulation was installed at,the projectaccording to tke construction documents.Eight inches of open cell.spray foam'was installed in the roof cavity.- This provides an,average of an-R-30,insulati6n value.In the-new 2"x 6"`exterior walls and Basement-_ -walls two 'iiie�l`es of closed cell spray'foam and an -R-I5 Batt insulation was installed in,-the 'conditioned basement area.This hybrid system provides an average of aR n -29.-The unconditioned' basement°area received twa inches of closed"cell foam generating an average of R-I4.The existing 2"x V.extetior walls received'three inches off closed cell foam generating an average R-2I value. These values were used for the ResCheck compliance program when filing for the-permit and indicated a passing mark.If you require any,Additional information do not hesitate to'contact me. 4Respfur�ki AIA,'- ED AP - - ... ._..___�....�..�... P.O.BOX 1254 PHON1_(631.)779-2832 JAMISPOR ,NEWYORK 11947 FAX(631)779-2433 s Retrotec rCloud Quality Assurance Report Resnet 380 Single Point Blower Door Test =PASS Your Result: 2.94 ACH50 (1096.51 CFM50 *60/22400-ft3) [Target<= 3 ACH50 Test Information Test Name 26815'main rd cutchogue riy Test Date 2021-01-14 01:17 PM (UTC-5) Export id NPVAH1H02 Company Name Star mechanical Technician Name Key vi'llegas Technician Email reyhvac1080@gmail;com BuildingInformation Address 26815 Main,Rd, Pity Cutchogue State NY Zip/postal Code 11935; Country United States Year Constructed 2018 Elevation,_ 1,0 Address erified? Yes Building Latitude,Longitude 41.008205,-72.488633 GPS validation Latitude/Lorigitude• 41 008093 72 488460 Accuracy 33,ft Estimated Distance From Address 47ft Test Equipment, FanModel Retrotec-5000 Fan Serial Number 5M1'bW455 Pressure Gauge Model Retrotec DM32 10A Gauge Serial Number 410076 Environmental Conditions Pre-test Indoor-Temperature - 68°F __ Pre-tesLOutdoor Temperature -_ _-_ _ w--;4(�_�F - -.-•-, __- _ ___ .___ -_ -_ _ -_— Wind-Speed 0 MPH i Average Barometric Pressure 100.9 kPa Test - D�mensions � Conditioned Floor Area 2800 ft2 Volume 22400 ft3 i 1 i F ,y LOC -,,' e Retrotec rCloud Test Results Summary Test Type Resnet 380 Single Point Blower Door Test Time Averaging 10 seconds Air Changes Per Hour 2.937 Induced House Pressure -48.25 Pa Corrected Flow 996.82 CFM Ca) 50 Pa Adjusted Flow 1096.51 CFM 0 50 Pa Intercept 78:395 Slope 0:650 Test Results 'Test Data Set 1 Flow Direction Depressurize Gauge'location Inside Test fan location Front door Average baseline -1.58 Pa Depressurize Results Air changes at 50 Pa,rto 2.6701 /hr Air,leakage rate at,50 Pa,.qso 996:82 CFM Effective leakage area'at 4 Pa, EfL-A4 55 int 'Specific effective leakage area(floor)at 4 Pa,ELAFd 0.0196 int/ftz" Normaliied,leakage area at•4 Pa,NLA,4 .0;0258' Baseline.Pressure,_initial(Pa) _- 1.7 -1.7, 4.5 -1:6 -1.6 ".16 -1.6 -1.5 -1 S =`1.5 Avera e,baseline, initial 4P'oi =1.58 'A,P01- -1.58'" AP'o1+ 0 Baseline Duration 1'3 seconds Building pressure (Pa)` -49:83 Induced pressure(Pa) -48:25 Fan Pressure[5000- B41 (Pa) 242.55 Total flow qr (CFM) 1003.49 ' Measured flow qm (CFM) 1001.47 Total flow through envelope,qen,, (CFM) 95931, Error 0.0% Correlation --_1-.0_000 Confidence m .244' 77,244 77.244 Intercept, CL 78.395 78.395 78,395 Slope, n 0.650 0:650 0.650 s 1 i f { t f Retrotec rCloud Compliance Verification 3.2.1. Fenestration. Exterior doors and windows are closed and latched. Confirmed 3.2.2.Attached garages. If blower door is installed between the house and the garage, in Confirmed which case the garage shall be opened to outside by opening at least one exterior garage door. 3.2.3. Crawls ,ace vents and hatches N/A 32.4.Attic doors and hatches Closed 3.2.5. Basement doors Closed 3.2.6. Interior doors . All doors between rooms inside the Conditioned Space Volume are Confirmed opened, 3.2.7. Chimney dampers and combustion-air inlets on solid fuel appliances are closed. Confirmed 12.8.Combustion appliance flue gas vents are left in their as-found position. Confirmed 3'.2.9. Fans Turned Off-Any fan or appliance capable of,inducing airflow across the Confirmed building enclosure are turned off including, but not limited to,clothes dryers,attic fans, -kitchen and bathroom exhaust fans,air handlers,ventilation fans used in a whole-house mechanical ventilation system (example a system intended to meet ASHRAE`Standard 62.2),and crawispace and attic ventilation fans:This requirement tc turn fans off includes accessible fans in adjacent attached dwelling units. 3.2.10.1. Non- 'motorized dampers (example pressure-activated operable dampers and Confirmed fixed dampers),that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volumes shall be,left in their as-found positions. (exampl'e,a fixed damper in a duct supplying outdoor air for an intermittent�ventilation system that utilizes the.HVAC fan=shall be left in its as-found osition). 3:2.10.2. Motorized dampers that connect the conditioned space volume to the exterior Confirmed` or to unconditioned spaces shall be placed in their-closed positions and shall-not be further sealed. 3,,2.11:1.,Non-dampered ventilation openings of intermittently operating loc'af exhaust l� Confirmed ventilation systems (example bath fan and kitchenrange fan),that connect the Conditioned Space Volume'to the exterior or to Unconditioned Space Volume shall be left open. 3.2.11.2. Non-dampered ventilation openings of inte-rmittentlyroperating whole-house Confirmed Ventilation systems, including HVAC fan-integrated outdoor air inlets,that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volume shall not be-sealed. i 3.2.11.3. Non-dampered ventilation openings of continuously operating local exhaust' Confirmed !� ventilation systems, (example bathroom or kitchen exhaust), that connect the Conditioned Space Volume,to the exterior or to Unconditioned Space Volume shall be sealed,preferably at the exterior of the enclosure..___—__ 3.2.11,4. Non-dampered ventilation openings of continuously operating whole-house Confirmed --ventilation.systems-that-connect-tII8 Conciitibff d-Space Volume to the exterior or to–'µ�_._ . _ Unconditioned Space Volume shall be sealed at the exterior of the enclosure where conditions allow. i 3.2.11.5.All other Non-dampered intentional openings between Conditioned Space Confirmed i Volume and the exterior or Unconditioned Space Volume shall be left open, (Informative Note: For example undampered combustion air or make-up air openings shall be left in their openposition). 3.2.12. Whole-building fan louvers and shutters shall be closed. In addition, if there is a Confirmed seasonal cover present, it shall be installed. 3.2.13.The opening to the exterior of evaporative coolers shall be placed in its off Confirmed position. In addition, if there is a seasonal cover present, it shall be installed. 3.2.14. Operable window trickle-vents and through-the-wall vents shall be closed. Confirmed 3.2.15. Supply registers and return grilles are left in their as-found position and left Confirmed uncovered. 3.2.16. Plumbing drains with empty -traps shall be sealed or filled with water. Confirmed 3.2.17. Vented combustion appliances shall remain off or in"pilot only"mode for the Confirmed duration of the test. �4 s Via° Retrotec rCloud - 3.5.1. Are the results of the test to be used for conducting a home energy rating or Yes assessing compliance with a building enclosure leakage limit?(For example,defined by code or by an energy efficiency program.) I l I i i I i , Retrotec rCloud Test Notes No notes entered. _ Flow Equation Parameters - Factory Default Fan Model Retrotec 5000 Fan Serial Number 5fn10w455 Flown equation parameters -B1 Units Used For Flow Parameters in Equation CFM Fan pressure (FP) is the measured fan pressure when using a self-referenced fan or when the room pressure is negative. If using a fan which is not self-referenced,and the room pressure is positive,fan pressure is calculated by subtracting the measured room pressure from the absolute value of the fan pressure. If PrA is greater than 0 or fan is self-referencing: FP= jPrBj - PrA If PrA is less'than 0 or fan is self-referencing: FP= PrB Flow calculations are not valid if fan pressure is less thameither MF or(K2 x IRPI) FP=fan pressure, RP room pressure Range N K K1 K2 K3 K4 MF Open 0.4980 548.0000 0.0000 0.3000 0.0000 1 10 A 0.5020 287.0000 0,0000 0.4000 0.0000 1 20 B8 0.5400 113.2500 0.0000 0.7000 0.0000 1 40 flow=,(FP-RP x Kl)"x (K + K3 x FP)x K4 Range A B C D F G K2 IVIF B4 0.00000794.26 -0.0086.4,000 4.9000 206.00 -0.19 29 0.8000 40 B2 0.0000008800 -0.00290000, 2.1500 90.00 0.10 30 1.0000 50 Ri 0.0000005000 -0:00128000 1.0200 54.00 0.00 30 1.0000 60 B74 0.0000007960 -0.00095010 0.5900 18.00 0.15 25 0.8000 35 B47 0.0000002690 , -0.00035905 0.2435 12.05 0:09 25 1.0000 56 B29 0.0000001,1'10 -0.00014900 0.0920 4.40 -0.02 25 0.6000 50 flow= (A x FP3) + '(B x FP2) + (C x-FP) + D+((G - RP) x F) 1 I ti Salerno MVAC Load Calculations for Stromski Architecture P.O. Box1254 Jamesport, NY 11947 WMI HVAC LoADs AUG 2 4 2020 D BUILDR4 s DEPT. Prepared By: TOR,tier.. t:: 'r.)r='TJTH0LD Allison Starzee Star Mechanical P.O. Box 797 Cutchogue, NY 11935 631-7346882 Wednesday,August 5,2020 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical Salerno Cutcho ue, NY 11935-2130 Page 2 Project Report General Project information Project Title: Salerno Designed By: Allison Starzee Project Date: Wednesday, August 5, 2020 Client Name: Stromski Architecture Client Address: P.O. Box1254 Client City: Jamesport, NY 11947 Company Name: Star Mechanical Company Representative: Allison Starzee Company Address: P.O. Box 797 Company City: Cutchogue, NY 11935 Company Phone: 631-734-6882 Design Data Reference City: Suffolk County AFB, New York Building Orientation: Front door faces North Daily Temperature Range: Medium Latitude: 40 Degrees Elevation: 67 ft. Altitude Factor: 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 n/a n/a 70 n/a Summer: 83 71 56% 50% 75 30 Check Figures Total Building Supply CFM: 991 CFM Per Square ft.: 0.412 Square ft. of Room Area- 2,402 Square ft. Per Ton: 907 Volume (ft'): 19,216 Building Loads Total Heating Required Including Ventilation Air: 43,045 Btuh 43.045 MBH Total Sensible Gain: 22,807 Btuh 72 % Total Latent Gain: 8,981 Btuh 28 % Total Cooling Required Including Ventilation Air: 31,788 Btuh 2.65 Tons(Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\...\Stromski-Salerno.rh9 Wednesday, August 5, 2020, 12:16 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical Salerno Cutcho ue,NY 11935-2130 Page 3 Miscellaneous Report System 1 System 1 Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 Duct Sizing Inputs Main Trunk Runouts Calculate- Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Outside Air Data Winter Summer Infiltration Specified: 0.110 AC/hr 0.060 AC/hr 35 CFM 19 CFM Infiltration Actual: 0.110 AC/hr 0.060 AC/hr Above Grade Volume: X 19,216 Cu.ft. X 19,216 Cu.ft. 2,114 Cu.ft./hr 1,153 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 35 CFM 19 CFM Total Building Ventilation: 0 CFM 0 CFM ---System 1--- Infiltration &Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.110 AC/hr(35 CFM), Construction: Tight Summer Infiltration Specified: 0.060 AC/hr(19 CFM), Construction: Tight Duct Load Factor Scenarios for System 1 Attic Duct Duct, Surface From No. Type Description Location Ceiling Leakage Insulation'; Area [T]MDD 1 Supply Attic 16B 0.12 6 648 No 1 Return Attic 16B 0.12 6 120 No C:\...\Stromski-Salerno.rh9 Wednesday, August 5, 2020, 12:16 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical ► Salerno Cutcho ue,NY 11935-2130 Pa a 4- Load Preview Report Has Net ft ( Sen Lati Net I Sen Sysl Sys Sys, Duct Scope AED To ' ITo Aral Gai Gai ' Gai CFM CFM CFM Loss Htg Clg Act Size � � �_ Building 2.65 907 2,402 22,807 8,981 31,788 43,045 545 991 991 System 1 System 1 Yes 265 907 2,402 22,807 8,981 31,788 43,045 545%_ 991, 991 12x1 Supply Duct Latent 1,156 1,156 Return Duct 1,063 234 1297 1,197 Zone 2-Clg..58%, Htg.:62% 1,510 13,108 4,255 17,363 25,875 337;- 5971 597 9x1 1-Nook 306 2,779 883 3,662 6,404 83! 127„ 127 '2-5 6-Office 210 2,328 824 3,152 3,541 46? 106 106 1-6 7-Dinning Room 120 2,059 824 2,883 2,750 36 94; 94 1-6 8-Sunroom 230 2,477 856 3,333 4,809 631 113; 113 2-4 9-Basement 644 3,465 868 4,333 8,371 1091 158; 158 2-5 Zone 3-Clg..42%,Htg.38% 892 9,580 3,336 12,916 15,973 2081 437 437 8x1 2-Bedroom 3 140 2,110 824 2,943 2,926 381 97-j 97 1-6 3-Bedroom 2 140 2,119 824 2,943 2,926 38 97j 97 1-6 4-Bedroom 1 108 2,038 829 2,867 2,814 3T 93,E 93 1-6 5-Master Bedroom 504 3,304 859 4,163 7,307 95; 151; 151 2-5 Sum of room airflows may be greater than system airflow because system has multiple zones. C:\...\Stromski-Salerno.rh9 Wednesday,August 5,2020, 12:16 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical Salerno Cutcho ue,NY 11935-2130 Page 5 Duct Size Pre vie w Room or __[Source I Minimum Maximum Rough` Design SP Duct Duct Htg Clg I Act. L Duct Duct Name ^Velocit� Veloaty Factor L/10Q Loss Velocit Length Flow Flow i Flow Size System 1 Supply Runouts Zone 2 1-Nook Built-In 450 750 0.01 01 464.4 83 12 127 2-5 6-Office Built-In 450 750 001 01 5403 46 1 106 1-6 7-Dinning Room Built-In 450 750 0.01 0.1 4779 36 F_ 94 1-6 8-Sunroom Built-In 450 750 0.01 0.1 6466 63 11 113 2-4 9-Basement Built-In 450 750 0.01 0.1 578.9 109 F7T5 158 2-5 Zone 3 2-Bedroom 3 Built-In 450 750 0.01 0.1 491.7 3891 97 1-6 3-Bedroom 2 Built-In 450 750 0.01 0.1 491.7 38F9�j 97 1-6 4-Bedroom 1 Built-In 450 750 0.01 0.1 472.9 37 9191 93 1-6 5-Master Bedroom Built-In 450 750 001 01 552.1 95 151 151 2-5 Other Ducts in System 1 Supply Main Trunk Built-In 650 900 0.003 0.1 792.6 545 9911 991 12x1 _ Summary System 1 Heating Flow: 545 Cooling Flow- 991 C:\...\Stromski-Salerno.rh9 Wednesday,August 5, 2020, 12:16 PM Rhvac-Residential&Light Commercial HVAC Loads Elite software Development,Inc. Star Mechanical Salerno Cutcho ue,NY 11935-2130 Page 6 Total Building Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 1 E-cw: Glazing-Double pane window, fixed sash, clear, 96 3,224 0 824 824 wood frame, outdoor insect screen with 100% coverage, light color drapes with medium weave with 50%coverage, u-value 0.56, SHGC 0.66 11 P: Door-Metal-Polyurethane Core 175.5 3,051 0 963 963 13BA-Ofcw: Wall-Block, framing with R-11 in 2 x 4 stud 1016.5 5,367 0 509 509 cavity, filled core, wood studs 16BR-19-ml: Roof/Ceiling-Under Attic with Insulation on 2402 7,063 0 5,062 5,062 Attic Floor(also use for Knee Walls and Partition Ceilings), unvented attic with radiant barrier, R-19 insulation, light metal 20P-19-c: Floor-Over open crawl space or garage, 2402 7,206 0 362 362 Passive, R-19 blanket insulation, carpet covering Subtotals for structure: 25,911 0 7,720 7,720 People: 36 7,200 8,280 15,480 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 14,815 1,390 6,640 8,030 Infiltration. Winter CFM: 35, Summer CFM: 19 2,319 391 167 558 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Total Building Load Totals: 43,045 8,981 22,807 31,788 Check Figures Total Building Supply CFM: 991 CFM Per Square ft.: 0.412 Square ft. of Room Area: 2,402 Square ft. Per Ton: 907 Volume(ft'): 19,216 Building Loads Total Heating Required Including Ventilation Air: 43,045 Btuh 43.045 MBH Total Sensible Gain: 22,807 Btuh 72 % Total Latent Gain: 8,981 Btuh 28 % Total Cooling Required Including Ventilation Air: 31,788 Btuh 2.65 Tons(Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\...\Stromski-Salerno.rh9 Wednesday,August 5, 2020, 12:16 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical Salerno Cutcho ue,NY 11935-2130 Page 7 Building Pie Chart Infiltration 5% Floor 17% �a'ez r- tW Building �`� '',s�, _ �'6r �� ` Ductwork 34% Loss Roof 16% rfi-n ` .^ 43,045 "� ,M1:�, .,� :. '�•�}�-ma° . �U�:;f�.�' �_,a.-��, t �,;. Btuh Wall 12% Door 7% Glass 7% Floor 1% Infiltration 2% Roof 16% :. _ Ductwork 25% Wall 2% Glass 3/o\ _ ,.. r4— LL.v , to .rJ`''';$�'#a'y 3'+•.�}, 3.x-x Z.'£�'�•"� Building Door 3% �� Gain 31,788 Btuh People 49% C:\...\Stromski-Salerno.rh9 Wednesday,August 5,2020, 12:16 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical Salerno Cutcho ue,NY 11935-2130 Pa e 8 Detailed Room Loads e Room 1 v Nook (Peak Fenestration Gain Procedure) General Room is in zone 2,which peaks at 1 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 34.0 ft. System Number: 1 Room Width: 9.0 ft. Zone Number: 2 Area. 306.0 sq.ft. Supply Air: 127 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 3.1 AC/hr Volume: 2,448 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 63 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 464 ft./min. Percent of Supply: 0 % Runout Air Velocity: 464 ft./min. Actual Winter Infil.: 7 CFM Actual Loss: 0.178 in.wg./100 ft. Actual Summer Infil.: 4 CFM Item Area -U'- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss- HTM Gain Gain N-Wall-13BA-Ofcw 34 X 8 240.5 0.088 5.3 1,270 0.5 0 121 N-Door-11 P 3 X 6.5 19.5 0.290 17.4 339 5.5 0 107 N-GIs-1 E-cw shgc-0.66 0%S 12 0.560 33.6 403 18.4 0 221 UP-Ceil-1 6BR-1 9 34 X 9 306 0.049 2.9 900 2.1 0 645 Floor-20P-19 9 X 34 306 0.050 _3.0 _ 918 0.2 _ 0 46 Subtotals for Structure: 3,830 0 1,140 Infil.: Win.: 7.4, Sum.: 4.1 272 1.801 490 0.132 83 36 Ductwork: 2,084 683 People_200 lat/per, 230 sen/per: ------4 _ 800 T_ 920 Room Totals: 6,404 883 2,779 C:\...\Stromski-Salerno.rh9 Wednesday,August 5, 2020, 12:16 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical Salerno Cutcho ue,NY 11935-2130 U�fPage 9 Detailed Room Loads m Room 6 e Office (Peak Fenestration Gain Procedure) General Room is in zone 2,which peaks at 1 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 10.0 ft. System Number: 1 Room Width: 21.0 ft. Zone Number: 2 Area: 210.0 sq.ft. Supply Air: 106 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 3.8 AC/hr Volume: 1,680 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 106 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 540 ft./min. Percent of Supply: 0 % Runout Air Velocity: 540 ft./min. Actual Winter Infil.: 2 CFM Actual Loss: 0.186 in.wg./100 ft. Actual Summer Infil.: 1 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N-Wall-13BA-0fcw 10 X 8 48.5 0.088 5.3 256 0.5 0 24 N-Door-11 P 3 X 6.5 19.5 0.290 17.4 339 5.5 0 107 N-GIs-1 E-cw shgc-0.66 0%S 12 0.560 33.6 403 18.4 0 221 UP-Ceil-1 6BR-1 9 10 X 21 210 0.049 2.9 617 2.1 0 442 Floor-20P-19 21 X 10 210 0.050 3.0 630 0.2 0 32 Subtotals for Structure: 2,245 0 826 Infil.: Win.: 2.2, Sum.: 1.2 80 1.800 144 0.125 24 10 Ductwork: 1,152 572 People: 200 lat/per, 230 sen/per: 4 800 920 Room Totals: T 3,541 824 2,328 C:1...1Stromski-Salerno.rh9 Wednesday, August 5, 2020, 12:16 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical Salerno Cutcho ue,NY 11935-2130 Pae 10 Detailed Room Loads e Room 7 - Dinning Room (Peak Fenestration Gain Procedure) General Room is in zone 2,which peaks at 1 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 10.0 ft. System Number: 1 Room Width: 12.0 ft. Zone Number: 2 Area: 120.0 sq.ft. Supply Air: 94 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 5.9 AC/hr Volume: 960 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 94 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 478 ft./min. Percent of Supply: 0 % Runout Air Velocity: 478 ft./min. Actual Winter Infil.: 2 CFM Actual Loss: 0.146 in.wg./100 ft. Actual Summer Infil.: 1 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N-Wall-13BA-0fcw 10 X 8 48.5 0.088 5.3 256 0.5 0 24 N-Door-11 P 3 X 6.5 19.5 0.290 17.4 339 5.5 0 107 N-GIs-1 E-cw shgc-0.66 0%S 12 0.560 33.6 403 18.4 0 221 UP-Ceil-1 6BR-1 9 10 X 12 120 0.049 2.9 353 2.1 0 253 Floor-20P-19 12 X 10 120 0.050 3.0 360 0.2 0 18 Subtotals for Structure: T 1,711 0 623 Infil.: Win.: 2.2, Sum.: 1.2 80 1.800 144 0.125 24 10 Ductwork: 895 506 People: 200 lat/per, 230 sen/per: _ _ 4 _ 800 920 Room Totals: 2,750 824 2,059 C:\...\Stromski-Salerno.rh9 Wednesday,August 5, 2020, 12:16 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical Salerno Cutcho ue, NY 11935-2130 Pae 11 Detailed Room Loads e Room 8 e Sunroom (Peek Fenestration Gain Procedure) General Room is in zone 2,which peaks at 1 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 23.0 ft. System Number: 1 Room Width: 10.0 ft. Zone Number: 2 Area: 230.0 sq.ft. Supply Air: 113 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 3.7 AC/hr Volume: 1,840 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 56 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 647 ft./min. Percent of Supply: 0 % Runout Air Velocity: 647 ft./min. Actual Winter Infil.: 5 CFM Actual Loss: 0 469 in.wg./100 ft. Actual Summer Infil.: 3 CFM Item Area -U- Htg Sen Cig Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N-Wall-I3BA-Ofcw 23 X 8 152.5 0.088 5.3 805 0.5 0 76 N-Door-11 P 3 X 6.5 19.5 0.290 17.4 339 5.5 0 107 N-GIs-1 E-cw shgc-0.66 0%S 12 0.560 33.6 403 18.4 0 221 UP-Ceil-16BR-19 23 X 10 230 0.049 2.9 676 2.1 0 485 Floor-20P-19 10 X 23 230 0.050 3.0 690 0.2 0 35 Subtotals for Structure: 2,913 0 924 Infil.: Win.: 5.0, Sum.: 2.7 184 1.799 331 0.130 56 24 Ductwork: 1,565 609 People: 200 lat/per, 230 sen/per: 4 800 920 Room Totals: 4,809 856 2,477 C:\...\Stromski-Salerno.rh9 Wednesday,August 5, 2020, 12:16 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical Salerno Cutchogue,NY 11935-2130 Page 12 Detailed Room Loads - Room 9 - Basement (Peak Fenestration Gain Procedure) General Room is in zone 2,which peaks at 1 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 28.0 ft. System Number: 1 Room Width: 23.0 ft. Zone Number: 2 Area: 644.0 sq.ft. Supply Air: 158 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 1.8 AC/hr Volume: 5,152 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 79 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 579 ft./min. Percent of Supply: 0 % Runout Air Velocity: 579 ft./min. Actual Winter Infil.: 6 CFM Actual Loss: 0.275 in.wg./100 ft. Actual Summer Infil.: 3 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N-Wall-I3BA-0fcw 28 X 8 204.5 0.088 5.3 1,080 0.5 0 103 N-Door-11 P 3 X 6.5 19.5 0.290 17.4 339 5.5 0 107 UP-Ceil-1 6BR-1 9 28 X 23 644 0.049 2.9 1,893 2.1 0 1,357 -Flo-or--20-P-1923-X28- 644 0.050 3.0 1,932 0.2 0 97 Subtotals for Structure: 5,244 0 1,664 Infil.: Win.: 6.1, Sum.: 3.3 224 1.799 403 0.129 68 29 Ductwork: 2,724 852 People: 200 lat/per, 230 sen/per. 4 800 920 Room Totals: 8,371 868 3,465 C:\...\Stromski-Salerno.rh9 Wednesday,August 5, 2020, 12:16 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical Salerno Cutcho ue,NY 11935-2130 Pa a 13 Detailed Room Loads - Room 2 - Bedroom 3 (Peak Fenestration Gain Procedure) General Room is in zone 3,which peaks at 1 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 10.0 ft. System Number: 1 Room Width: 14.0 ft. Zone Number: 3 Area: 140.0 sq.ft. Supply Air: 97 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 5.2 AC/hr Volume: 1,120 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 97 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 492 ft./min. Percent of Supply: 0 % Runout Air Velocity: 492 ft./min. Actual Winter Infil.: 2 CFM Actual Loss: 0.155 in.wg./100 ft. Actual Summer Infil.: 1 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N-Wall-1 3 BA-Ofcw 10 X 8 48.5 0.088 5.3 256 0.5 0 24 N-Door-11 P 3 X 6.5 19.5 0.290 17.4 339 5.5 0 107 N-GIs-1 E-cw shgc-0.66 0%S 12 0.560 33.6 403 18.4 0 221 UP-Ceil-1 6BR-1 9 10 X 14 140 0.049 2.9 412 2.1 0 295 Floor-20P-19 14 X 10 140 __0_.050__ _ _3_.0 420 _ 0.2_ _ 0- 21 Subtotals for Structure: 1,830 0 668 Infil.: Win.: 2.2, Sum.: 1.2 80 1.800 144 0.125 24 10 Ductwork: 952 521 People: 200 lat/per, 230 sen/per: 4800 920 - ---- - --- ----- --- - -- - -- -- -- - - --- Room Totals: 2,926 824 2,119 C:\...\Stromski-Salerno.rh9 Wednesday,August 5, 2020, 12:16 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical Salerno Cutcho ue,NY 11935-2130 Pae 14 Detailed Froom Loads e Boom 3 e Bedroom 2 (Peak Fenestration Gain Procedure) General Room is in zone 3,which peaks at 1 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 10.0 ft. System Number: 1 Room Width: 14.0 ft. Zone Number: 3 Area: 140.0 sq.ft. Supply Air: 97 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 5.2 AC/hr Volume: 1,120 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 97 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 492 ft./min. Percent of Supply: 0 % Runout Air Velocity: 492 ft./min. Actual Winter Infil.: 2 CFM Actual Loss: 0.155 in.wg./100 ft. Actual Summer Infil.: 1 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N -Wall-I3BA-0fcw 10 X 8 48.5 0.088 5.3 256 0.5 0 24 N-Door-11 P 3 X 6.5 19.5 0.290 17.4 339 5.5 0 107 N-GIs-1 E-cw shgc-0.66 0%S 12 0.560 33.6 403 18.4 0 221 UP-Ceil-1 6BR-1 9 10 X 14 140 0.049 2.9 412 2.1 0 295 Floor-20P-19 14 X 10 _ 140 0.050 3.0 420 0.2 0 21 Subtotals for Structure: 1,830 0 668 Infil.: Win.: 2.2, Sum.: 1.2 80 1.800 144 0.125 24 10 Ductwork: 952 521 People_200 lat/per, 230 sen/per: —__ -4 800 920 --- -- ---- ----- --------- - -- Room Totals: 2,926 824 2,119 C:\...\Stromski-Salerno.rh9 Wednesday,August 5, 2020,'12:16 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical Salerno Cutcho ue, NY 11935-2130 Pae 15 Detailed Room Loads - Room 4 e Bedroom 1 (Peak Fenestration Gain Procedure) General Room is in zone 3,which peaks at 1 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 12.0 ft. System Number: 1 Room Width: 9.0 ft. Zone Number: 3 Area: 108.0 sq.ft. Supply Air: 93 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 6.4 AC/hr Volume: 864 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 93 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 473 ft./min. Percent of Supply: 0 % Runout Air Velocity: 473 ft./min. Actual Winter Infil.: 3 CFM Actual Loss: 0.143 in.wg./100 ft. Actual Summer Infil.: 1 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N-Wall-13BA-0fcw 12 X 8 64.5 0.088 5.3 341 0.5 0 32 N-Door-11 P 3 X 6.5 19.5 0.290 17.4 339 5.5 0 107 N-GIs-1 E-cw shgc-0.66 0%S 12 0.560 33.6 403 18.4 0 221 UP-Ceil-1613R-19 12 X 9 108 0.049 2.9 318 2.1 0 228 Floor-20P-19 9 X-12 108 0.050 3.0 324 0.2 0 16 Subtotals for Structure: 1,725 0 604 Infil.: Win.: 2.6, Sum.: 1.4 96 1.802 173 0.135 29 13 Ductwork: 916 501 People_200 lat/per, 230-sen/per: ----_ 4 800 920 Room Totals: 2,814 829 2,038 C:\...\Stromski-Salerno.rh9 Wednesday,August 5, 2020, 12:16 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical Salerno Cutcho ue,NY 11935-2130 Pae 16 Detailed Room Loads e Room 5 - Master Bedroom (Peak Fenestration Gain Procedure) General Room is in zone 3,which peaks at 1 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 24.0 ft. System Number: 1 Room Width: 21.0 ft. Zone Number: 3 Area. 504.0 sq.ft. Supply Air: 151 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 2.2 AC/hr Volume: 4,032 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 75 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 552 ft./min. Percent of Supply: 0 % Runout Air Velocity: 552 ft./min. Actual Winter Infil.: 5 CFM Actual Loss: 0.251 in.wg./100 ft. Actual Summer Infil.: 3 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity, Value HTM Loss HTM Gain Gain N-Wall-13BA-Ofcw 24 X 8 160.5 0.088 5.3 847 0.5 0 81 N-Door-11 P 3 X 6.5 19.5 0.290 17.4 339 5.5 0 107 N-GIs-1 E-cw shgc-0.66 0%S 12 0.560 33.6 403 18.4 0 221 UP-Ceil-1 6BR-1 9 24 X 21 504 0.049 2.9 1,482 2.1 0 1,062 Floor-20P-19.21 X24504 0.050 3.0 1,512 0.2 0 76 Subtotals for Structure: T 4,583 0 1,547 Infil.: Win.: 5.3, Sum.: 2.9 192 1.802 346 0.130 59 25 Ductwork: 2,378 812 People: 200 lat/per, 230 sen_/per ____ _4 _ _ _ 800 920 Room Totals: 7,307 859 3,304 C:\...\Stromski-Salerno.rh9 Wednesday,August 5, 2020, 12:16 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical Salerno Cutcho ue,NY 11935-2130 Pae 17 System 1 Room Load Summary Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens, Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 2--- 1 Nook 306 6,404 83 2-5 464 2,779 883 127 127 6 Office 210 3,541 46 1-6 540 2,328 824 106 106 7 Dinning Room 120 2,750 36 1-6 478 2,059 824 94 94 8 Sunroom 230 4,809 63 2-4 647 2,477 856 113 113 9 Basement 644 8,371 109 _ _ 2-5 579_____3,465_ ___ 868 -----158------158-- Zone ___158__-__158Zone 2 subtotal 1,510 25,875 337 13,108 4,255 597 597 ---Zone 3--- 2 Bedroom 3 140 2,926 38 1-6 492 2,119 824 97 97 3 Bedroom 2 140 2,926 38 1-6 492 2,119 824 97 97 4 Bedroom 1 108 2,814 37 1-6 473 2,038 829 93 93 5-Master Bedroom 504 7,307_ 95 2-5_ 552 3,304_ _859 Zone 3 subtotal 892 15,973 ^208 9,580 3,336 _ 437 __ 4_3_7_ Duct Latent 1,156 ^ Return Duct 1,197 1,063 234 System 1 total 2,402 43,045 545 22,807 8,981 991 991 System•1 Main Trunk Size: 12x15 in. T Velocity: 793 ft./min Loss per 100 ft.: 0.097 in.wg Note: Since the system is multizone, the Peak Fenestration Gain Procedure was used to determine glass sensible gains at the room and zone levels, so the sums of the zone sensible gains and airflows for cooling shown above are not intended to equal the totals at the system level. Room and zone sensible gains and cooling CFM values are for the hour in which the glass sensible gain for the zone is at its peak. Sensible gains at the system level are based on the"Average Load Procedure+ Excursion"method Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 2.65 72%/28% 22,807 8,981 31,788 Equipment Data Heating System Cooling System Type: None Standard Air Conditioner Model: FO4816CSJANA Indoor Model: FH4821TPSJSN Brand: Fujitsu Efficiency: 0 16 SEER Sound: 0 0 Capacity: 0 Btuh 0 Btuh Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh C:\...\Stromski-Salerno.rh9 Wednesday,August 5, 2020, 12:16 PM • � • • COMUMNTS FOUNDATION (IST) ------------- 7OUNDATION (2ND) ROUGH FRAMING ; PLUMBING YAl- -1 (Mm rf 44 STATE EN RGY CODE- �� C^rr �►�.. '• moi �..• - r r i :W/ ADDITIONAL COMMENTS 0 rmm� Ley/ n. ' w • � w f� ■ TOWN OF SOUTHOLD l BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application q)16Flood Permit Examined 20� Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved 201 Mail to:a ,MS k 1 ARCHITECTORE; Disapproved a/c f?n.eoxw0 4 TamcspoPT NY iig41 Phone:((03 Expiration 20 Bui Spector AUG e 2 2018APPLICATION FOR BUILDING PERMIT BUDIGDEM Date AuausT 1.5- , 20 iB Sart <a1�'�'BOLD INSTRUCTIONS TO, a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. ST 1Z0R,5KT- A?cVATTEC-TL)eE P-0— (Signature e-(Signature of applicant or name,if a corporation) Po. Box 1254 mm spoRT IIcy4--- (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder ARGH I-FEC T Name of owner of premises\/I CTO R- SA LF RN O - (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. kVq(0 44—H Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 23815 MAtIN ROAD CUTrGNOC-�UE House Number Street Hamlet County Tax Map No. 1000 Section 1 G CI Block 02- Lot 015 Subdivision `� Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy S i N C L E f A M I LY RES 1 QF I C E b. Intended use and occupancy S I N C-1 L E FA M i Ly RES i DE N C S 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other work_ 'RtWoVa-ho(1 fror ', I; it r (Description)(DOM CLC . 4. Estimated Cost V2001000.0 0 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units .'L Number of dwelling units on each floor If garage, number of cars WA 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N LA 7. Dimensions of existing structures, if any: Front 2(0.7-1 Rear 2(oe Z Depth 5I. 3 0 Height `S I. S 1 Number of Stories '2— Dimensions Dimensions of same structure with alterations,or additions: Front NIA Rear Nle Depth WIA Height N/A Number of Stories_611 A 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front 1 Rear PIV Depth -42-U 10. Date of Purchase ITEC • 2-00'+ Name of Former Owner 11. Zone or use district in which premises are situated R"40 12. Does proposed construction violate any zoning law, ordinance or regulation?YESO No F,, 13. Will lot be re-graded?YES-0 NOW I excess fill be removed from premises?YESO NO17 14.Names of Owner of premises I CTOP Sal t10® Address�8�5 CAMCH� i PD ' OGUE Phone No. Name of Architect ROBE1RI SROtNSK I Address(�80%13i5iMMCS(T4Phone No_C2a `3_ aV Name of Contractor Address Phone No. .15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES_nNO_a * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal'v 6iland? * YES_a NO_M_ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at'l0 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO [V * IF YES,PROVIDE A COPY. STATE OF NEW YORK) S: COUNTY OF 1/ [K 0 L y�S r being duly sworn,deposes and says that(s)he is the applicant ame of individual signing contract)above named, PHe is the xa&1 (Contractor,t�4 Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. JANE E STROMSKI Sworn to-before me this NOTARY PUBLIC If 4GR0852 .�� 5dy of 20 01 ST QUALIFIED SUFFO N A 7— TERM EXPIRES D 0 No Public Signature of Ap is nt gTOWN O7F-v ST®�UT,p O1p'�D �,7 _ BUILDING PERMIT APPLICATION CIIECK!,IS �' 1D t11lLl�I1'�1�F DEPARTMENT r • � fw•, TOWN HALL you have or need the following,before applying, SOUTHOLD, NY 11971 Board of 1 lealth — TEL: (631) 765-1802 4 sets of Building Plans FAX: (631) 765-9502 Planning board approval_________ Southoldtownn ov Survey — y � PERMIT NO. Check_ ________ Septic Form 'trustees -----�---- C.O.Application — Examined----. Flood Permit —�_--- Examined _--- 20 Single e Separate Truss Identification Form Storni-Water Assessment Form Contact: Approved 20Mail to:P O Box 1254 Disapproved a/c—'--- Jamesport NY 11947 -- - -- Phone:(631)779-2832 Expiration_ ,�_p M ----_ t 81��.cJCj\ Building Inspector APPLICATION FOR BUILDING PERMIT INSTRUCTIONS _0- Date October 10th - � 1 g ' ---- a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with d sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan shoring location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas,and waterways. c. The wort: covered by this application may not be commenced before issuance of Building Permit. d. upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. 'Thereafter,a new permit shall be required. APPLICATION IS IIEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws.Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code,housing coda, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) P.O.Box 1254 Jamesport NY 11947 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Architect !dame of owner of premises victor Salerno (As on the tan roll or latest deed) I1' ip, licant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No,59644-H Plumbers License No. TBD -- Electricians License No.TBD 0ther I rade's License No. 1 Location of land on which proposed work will be done: 1 23815 Main Road Cutchogue I-loose Number Street Hamlet County Tax Map No. 1000 Section 109 Block 02 Lot 015 Subdivision____ Filed Map 2. State existing use and occupancy Of Premises and intended Ilse and occupancy Of Proposed constru a. Existing Ilse and occupancy single Family Residence ction: b. Intended use and Occupancy Single Family Reisdence 3. Nature of work (check which applicable): New Building--- Additionx Repair -Demolition ----Alteration x ---- --------Other Work Renovation from water Damage 4. Estimated Cost 500,000 Fee (Description) l'o begthis5. If dwelling, I-ILImber of dwelling units i appilication)C� ----Number of dwelling union each floor If garage, number Of cars N/A 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N/A 7. Dimensions Of existing structures, if any: Front 26 2' Height 31.5' --� .. Number of Stories 2 Rear 26.2' Depth 51.3' Dimensions of same structure with alterations or additions:front 26-2' Depth 81 6'(including front porch&rear deck)Height Rear 26 2'31.5' Number of Stories 2 8. Dimensions of entire new construction: Front Height Number of Stories Rear Depth 9. Size of lot: Front 92' Rear 92' Depth 425' 10. Date of Purchase December 2007 Name ame of Former Owner I I. Zone or use district in which premises are situated R-40 112. Does proposed construction violate any zoning law, ordinance or regulation? Yf,'S-D NO_Z_ 13. Will lot be re-graded? YES-0 NO_ZJ�Till excess fill be removed from premises?YE S ONO P/ 14. Names of owner of premises victor Salerno Name of ArchitCCt Robert Stromski Address 23815 Main Road Cutchogue 11935 Phone No. Name of Contractor Address P 0 Box 1254 Jamesport 11947 Phone No 631-779-2832 Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetlatid? *YES11NO-IV /1 If-' YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet,of a tidal wetland? * YES El-NO_Z__ IF YES, D.E.C. PER-ZITS MAY BE RE(, 16. Provide,survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any, point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES E2-N NO * IF YES. PROVIDE X copy., S PATE OF NEW YORK) SS: COUNTY being duly sworn. deposes and says that(s)he is the applicant act)above named, (Name of i dividual signing confi kS)He is the—, A&ut7-&' JFI'trktor, Agent. Corporate Officei, etc.) )f said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; hat all statements contained in this application are true to the best of his knowledge and belief. and that the work will be )erformed in the manner set forth iii the application filed therewith. ;worn to before me this ay of 20 Z/001� JANE E STRIOMSK14 '7j)d 4 E NOTARY P N ary P Ic OIST464 'ignature f A li(7 QUALIFIEnSUFFOLI(COU 'ignature of Appli- it TERM EXPIRES DECEMBER 1, �o�SufFocK�® ti BUILDING DEPARTMENT-Electrical Inspector V* TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 Telephone (631) 765-1802-FAX(631) 502 / Temporary Certificate # S Date -V,-44,f Z- Customer Name S L 6200 Electrician Name Address �' , ' (''�t�� Phone H� (—g e-mail e-mail fill, o,- Phone License# Size Z,&o A Phase Overhead Underground C #of Meters _ Remarks (2dVtj(,1r 177 bd #of Underground Lateralsl 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#1 9 . -5 g,V- YO Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This veritication is valid for 90 days trom the date above. Authorized by :4.k � , �O�s11PFOl,��D BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD co Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richert(ab-towns-outhold.ny.us APPLICATION-FOR ELECTRICAL INSPECTION REQUESTED BY: C Date: �� Company Name: dr`Ic E-14 r. ( Corp Name: C I �V- Q r=e.n a - - License No.: q 4- - email: ,Q/jJ,,j&rK ,(n yn 1-1c,&. Cc Al Address: 76 l -..,jGo 1.f 5`r--�� r-_ Qn b ii to /V - - Phone No.: - 571-9 -0-3 6 7 s r JOB SITE INFORMATION: (All Information Required) Name: S CI 1 e�jvC) Address: 02( 9/ k04ci- Cross Street: /16PL ia-�d i 0 4 CL W es r- O r=) Phone No.: 3•I 9 3 S,,2-7 Bldg.Permit#: Q P Lfagr email: Tax Map District: 1000 Section: / Block: O. Lot: -60-- J BRI 60— BRI EF DESCRIPTION OF WORK(Please Print Clearly) e04-0 °1 F-u 44V-"T%-J OF- ��1Sey�� I Sr FL, 0,10 Piv-t, _ -61,eLJt,.C- 5--rt"-.-P- Circle All That Apply: Is job ready for inspection?: YES Rough In Final Do you need a Temp Certificate?: YE NO Issued On Temp Information: (All information required) qq G� Service Size ®1 Ph 3 Ph Size: -2-OO A #Meters l Old Meter# New Service- Fire Reconnect- Flood Reconnect- Service Reconnected -Underground -Overhead #Underground Laterals 1 2 H Frame Pole Work done_on Service? Y N Additional Information: - - -- Cou 'w z PAYMENT DUE WITH APPLICATION s° C) 1, I•w DEC 3 1 2018 62-Request for Inspection@1Form As k� l'{IT1.i L ® WORK ELS T ML CORP. 70 Lincoln Street Babylon, New York 11702 TEL: (516)238-2715 EMAIL: allworkl@yahoo.com August 21,2019 Job: Salerno 26815 Main Road Cutchogue,NY 11935 Electrical Final Item Count 200 amp Underground electrical service $ 5-, �FL. 82—Duplex receptacles 46—Switches 8—GFC1 outlets -� 63—Fixtures/lights 7--Paddle fans 7—Exhaust fans 1—Hood range 1- 120 Washer 1-120 Dryer 5— Smoke and carbon monoxide detectors 6—Smoke detectors 1—50 amp Range 1--Chime doorbell 2—Gas furnaces, 120 volt 1—Dishwasher 1 —120 volt,H2O well I—50 amp Hot tub Cliff Biehl (516)238-2715 Scott A. Russell STO]UMIWAT SUPERVISOR IWANAGIEI\ OETN SOUTHOLD TOWN HALL-P.O.Box 1179 53093 Main Road-SOUTHOLD,NEW YORK 11971 1r '`�� Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE (OMPLETED BY THE APPLICANT ) DOES '11-11S FROJECT TI`•iVOUNT ATN7Y OF THE FOLI )lk-ENG: Yes No 10-ILM ALL THAI APPLtt ❑ ✓® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. 00 B. Excavation or f illing im-olving more than 200 cubic yards of material within any Parcel or any contiguous area. ❑ ✓0 C. Site preparation on slopes «,hick exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑Q D. Site preparation �\Jthin 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑Q E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ®0 F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management l Control Plan was receNed by the Town and the proposal includes Y in-kind replacement of impervious surfaces. If you answered NO to all of tite questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Pian and a completed Check List Form to the Building Department wity,our Building Permit Application. APPLIC yr (Pro{urn Ounrt.D:,n Rnfca_toruL,gent,Gmuacvr..Uthe;, S.C.1.N1. t. 1000 Date Dntr,ct N.U1C Robert r ski 109 02 015 October 181h 2018 h+ Srrlrm 131.ck Lot � i FOH 13UILUINC, DL-1-'.11;I'M EN I USE ONL Y Contcci Intonnam. 31-779-283 [{e vjelled By: , - - - Date_ Pre�pert�� Addre��s/Location of Con>trucUon Work.rk. — — — — — — — — — — — , 26815 Route 25, Main Road :'lpproved for ploccistng Building Permit. ® Storin\Vatei Management Cantlol Plan INOt RCduered. Cutchogue, New York 11935 Slouniwatel Management Control Plan Is Requued. El (Forward to Engineering Deuatttnent for Review) r0kM e s\'iCP-T6S N1AY 2014 Y' Y Architecture and Construction Management Services architictums,15.c. TRANSMITTAL SHEET TO: FROM- Whom It May Concern Robert Stromski AIA,LEED AP COMPANY- DATE- Town of Southold Aug. IS"'2018 Budding Department 54375 NY-25, Southold,NY 11971 PHONE NUMBER: cc (63I)765-1802 Salerno Residence-26815 Route 25 Cutchogue NY 11935 JOB NUMBER- I 8-AR.005 EIFOR APPROVAL DFOR REVIEW AND COMMENT CIFOR YOUR USE El NO EXCEPTION 11 REVIEW MAKE CORRECTIONS NOTED 11 REVISE AND RESUBMIT El REJECTED COPIES DESCRIPTION I SiRned and Notarized Application for Certificate of Occupancy REMARKS: D L � �L AUG 1 5 2018 BUILDING DEPT. T01VUTITOILD P.O.BOX 1254 PHONE(631)779-2832 JAMESPORT,NEW YORK 11947 FAX(631)7/79-2833 OF SOUr�®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road 411 Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 a@ BUILDING DEPARTMENT TOWN OF SOUTHOLD July 20, 2020 Stromski Architecture P.O. Box 1254 Jamesport, New York 11947 lerno, 23815 Route 25, Cutchogue NOTE- See enclosed copy of final inspection ticket TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Board of Health survey Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Storm Shutters required for all glazing V3 E rgy Test Results and Manuals required Final elevation certificate Spray Foam Insulation certification from a NYS licensed architect or Engineer BUILDING PERMIT: 42950-Z Interior alterations s 1px_�3o�CS�4I Architecture and Construction Management Services a-- architecture,p.c. r .�---.�—•-.�-.�-^„-.-q~° �,, - o --�~--,.,,..,�.,•,� �... `�•:.css-3mnuax.. iarnr�u� - �"ami .•ua...,isaw'ra,., =sa.. TRANSMITTAL SHEET TO: FROM: Whom it May Concern Marisa E.Danowski COMPANY: DATE: Town of Southold August 2I,2020 Building Department 54375 Route 25 P.O.Box I I79 Southold NY I 197 PHONE NUMBER: CC: (63I)765-1802 RE: JOB NUMBER: 238I5 Mam Road Cutchogue 11935-SCTM No.: I000-I09-02-OIS BP#:42950 I9-AROOS ❑FOR APPROVAL ❑ FOR REVIEW AND COMMENT ❑FORYOUR USE ❑NO EXCEPTION ❑REVIEW MAKE CORRECTIONS NOTED ❑REVISE AND RESUBMIT ❑REJECTED COPIES DESCRIPTION I Notice from your Department I Final Board of Health Survey I Plumbers Solder Certificate or Pex Affidavit I Elite Software HVAC Loads Calculation-Manual J&D I Blower DoorTest I Letter regarding Spray Foam Insulation from Architect REMARKS: D �0V[E DD A u G 2 4 2020 BUILDING DEPT. P.O.BOX I254 PHONE(63I)779-2832 JAMESPORT,NEW YORK I I947 FAX(63I)779-2833 y V HIGHLAND ROAD A��11 Lii a* ��!��A �Sj gY°t � aii al Jf��r3 �'m${{�ust a inLn co fo a; tic ��_ts�_ AS PER CONVERSATION WITH PROPERTY OWNER, 14,E-- w proAAf. p 1 t� C'f'!"I3 C' /T PROPERTY HAS PUBLIC WATER Cfl111p�� C`gyp �� <- L W oter _J �. E 7 1.1, STR0M5KI ARCHITECTURE P.0 HAS FEILD Pub tc N/F SANSERS architecture,P.c, VERIFIED LOT 2 (PROPERTY OWNER N/F KAELIN) AS PER CONVERSATION WITH TO HAVE PUBLIC WATER (JULY 2019) (2)8' DIA. 8DEEP CURRENT PROPERTY OWNER, WELL HAS SINCE BEEN ABANDONED LEACHING POOL a �') EXISTING WELL 15 LOCATED BEHIND P.O.sox tzs4 JAMESPORT,NY 11947 1500 GALLON 3N l tlM PHONE 631 779-2832 FAX 631 EXISTING , 0-ad 0 �e"SNS CURRENT DWELLING ON PROPERTY. > < >779-2833 JULY SANITARY SEPTIC TANK , DISTANCE9FR0M PROPOSED �pT 2 star TO BE 273 9 L '� SANITARY 5Y5TEM TO EXISTING Proposed Test Hole for: Pub1j6 K EUN 1� 26, �97' (REMO VED)ED) � L P �ED •a8'MIN PROPOSED � � PRIVATE WELL EXCEEDS 150' NIF FILED PPR o (\JEr._� = METER c �p %' _ LOCATION Salerno o FIDE NNMBER 6537 S 4� 04 2 STORY I 53-9 o � Residence EXISTING PRIVATE ESIPTES WOOD FRAME D WELL TO BE ABANDON D o IGH�ND 1 3210) 14T-2n RESIDENCE PROPOSED 03 MPP pF I 1 Ln (35 O6) - 5 —TEST HOL `n LOT 3 (N/F SUROZENSKI) zo LOCATION EIZVZE 26815 Main Road PROPERTY EXCEEDS 150' PROP;ELEC.SERVICE REQUIREMENT FROM o o a o N/F MINERVA TRST Cutchogue NY 11935 SYSTEM SANITARY CNNY Q @U X3166 �I Public Water S,C.T.M#1000-109-02-015 ago o -di SEAL a-�- �pT 3 I 151.16' z F150'-0" 425-00 OZENSK W" NlF SNR °20"E � R1001-on S 44 54 °= 1 ?,EDD AR pOpEp `;� l l ETP RNFIELD BY 5TR0MSKILOCATEDIVA�E WELL ` RS ST C 1 W F MISTR ARCHITECTURE P.C. CD (31 23)Ln •y/ice s t`y' J '- w F COF0( {�, q�� 0� LI::,t 00 N 46 1 a�U W vPGPN� `p Otel �� "St 0231 9 �QrC' Ln z � ' F SANSERS TEST HOLE DATA ate N/F BISHOP t2018.STR0MSla architecture,p.c.All N W 1iG Dak'&oen Loan(oL) reserved.The Ar�itect reserves the rlghem pub 1, Public Water zlie ��telt�no`a��8"�ra�1n® violation of the New York State Education law.These Proposed/Existing Site Plan Scale: 1" = 40' andepedBwtleneareanituaumentofservlce &aur Clayey 9md(SC) S end are the property of the Asdttecc.These dmwhW AREA FOR SCDHS APPROVAL STAMP 3 SP-I and°pede`�n°°'are not to be used on any other project,except by wAtten permbsion of the Arti tett. PROmar NO. 18-AROOS I PROPERTY INFORMATION SCALE A.Noted DATE 8/14/2018 LOT AREA: 31,868 SQUARE FEET DRAWN BY MSD I CHECKED BY RS SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ZONING: R-40 PERMIT Im®Ft,�C'PR�iVAL OF�"GIeIE7°Id�CTIGItI FORA LOCATION: 26815 MAIN ROAD ROUTE 25 TITLE CUTCHOGUE, NY 11935 SINGLE FAMILY RESIDENCE ONLY Pete&an Fina to Proposed/Existing rWium Smd(SP) AUG 3 O 2019 GROSS FLOOR AREA Site Plan i TOTAL LOT: 31,868 S.F. t DAVE H.S. RAF. No. I�® �' ��/ FIRST SEC0NDL00�R,54274 S.F. APPROVED 2,815 S.F. / 31,868 S.F. X 100%= 8.83% FOR MAXIMUM OF BEDRcoms SHEET J_EXPIRES THREE-(EARS FROM DATE OF APPROVAL SCTM No.1000-109-02-015 SP 1 n SURVEY AND INFORMATION TAKEN FROM ICDOMLO GEOSCIIMETAM�ON t—z � .NED NATHAN T. CORWIN III, LAND SURVEYOR AUGUST 15TH,2010 �' *'� - 9 - t 1 p ROAD ' ` HlGH1AN - •, ,- �f Measurements of ` Disposal System T) A 30'6" o: -"<SR ' I AS PER CONVERSATION WITH PROPERTY OWNER B 71'-0" PROPERTY HAS CONVERTED TO PUBLIC WATER c 24'-6" LOS' INI/1 r R _t 6 STRMW ARCHITECTURE P.C.HAS FEILD D 59'-0" .&Ar- u N/F SANSER.SVERIFIED LOT 2 i TOO RAVE PUBLIC WATER OWNER N/F KARJN) E 21'6" f LLE CHiNG POOL "�, rl E A5 PER MWERSATION WITH CURRENT architecture,}a.c. WELL (°� PROPERTY OWNER, EXISTING WELL IS HAS SINCE BEEN ABANDONED 45'-0" i I,W0 GALLON �e•5 � LOCATED BEHIND WRRENr DWELLING P.O.BOX 1254 JAMBPORT,NY 11947 SEPTIC TANK ON PROPERTY. WELL DISTANCE PHONE(631)779.2832 FAX(631)779-2833 Lp? 2 2�3 g2, GRAVEL o EXCEEDS IT DISTANCE REQUIRED FROM SANITARY SYSTEI'1, pubiT 2 Gtef 1g7T 5 L P DRIVEWAY ✓ Proposed Test Hole for: et °' . F11.E0 �R11 2 %D E /B .._. R 53 41.()4'()0 ' I AUG p t4VoB 'f/r 2 STORY x ' e��l�nce ` ./f i _ 0 d �O�o FILE I i lit %`°P F vvoo FRAM. `g 2 TSTA �� I jl�„III lil rI / y - REDP'0M res Mr-2® �REStOEN E Of (.35 Ob) 53-7a n LOT 3 (N/F Sd1RDZENSKI) (n 4 BUMDIN a DEP'. , f Waw x-, . PROPERTY EXCEEDS 150' w ad i_---- uNE— _ --- TM,77',T��,;.'C r• '1'f7iTHOLD 26815 Main Road REQUIRSIENT FROM SANITARY 5Y5TE1 - t tL 1-41F MINERVA TRST M `, Public Water Cutchogue NY 11935 r 1 c S.C.T.M#1000-109-02-015 res/,cS� �5 ° W U, SEAL Lof 0 Sut 425.o 'F4r-, cc• 4 54 20„E / 4a ' s I cm F� S / ?r o LU oN A �Etl PRIVATE WELL LOCATED T IN FIELD BY STROM5K1 'C? t y i titY j t /t` A APaITOMM, P.C. LU 6 Lt 6 t. - ia a ; tib 13, . fLULIU Y� L0T o i 46'1800 w VPCA{1TRL 00 O 0 � N� z �� - F AS-Built 5Ite Plc 1 . i Scale= I = 40 t t/ lje_V4atef 1'u N/F SISH0P Copyright 2ola.STROMSKiarebitecture, p.c.An Dirk Etmtan(OL) Public Water rigL4"se"`d.The Architect reserves theriht to reprndu«tltiv desi�in Sa eatvety or my pottioa thereof:Lina=ttbortzed alteratloa of these documents is a ! violation of the New York State Eduortion law.These _ dmwicgs=d specifications are as buaawent of service:Q ��a ( aad are the property of the Architect.Ibex drawings AREA FOR APPROVAL STAMP aad specifimsions are Not to be used ona■ other PROPERTY INFORMATION project,except by writtm permission of the Ardtitect. LOT AREA: 31,868 SQUARE FEET,, / PROJECT NO. iS-ARooS ZONING: R-40 i LOCATION: 26815 MAIN ROAD ROUTE 25 j �. SCALE As Noted DATE 8/14/2018 CUTE, NY IIq% DRAWN BY M CHECE�D BY RS SUFFOLK COUNTY DEPAR`t HENT OF HEALTH SERVICES GROSS FLOI'aR AREA •p'T,�, ;� % 1Y TOTAL LOT= 31,868 S.F. /' D TITLE APPROVAL(1F lrfilwi5;TRtICTIrt3 VVORKS FOR FIRST FLOOR: 1,541 S.F. LE r -Y RESIDENCE SECOND S.F. 18 S.F. X 100 8.83 �� / Measurements of Date JUL 1 � � 274 � � As Built �'B''�°'�”� � �.1t Disposal System �.:. ��.ISI,._��®�iq 4 005 A 30'-6" Site Plan The s61'age 65POW and wafer supply fadits of:obis l=oon hag butt �`� ��% cn 03 71'-0" bVeM and0or by ft DspaMMI or other agenda and to be saftbooly FOR A MU ? S T OF,� � D 5s'-0" SHEET SM No.1000-109-02-015 Craig Knepper, F'.E.9 Chief SURVEY AND IWFORMATION TAM FROM j;�;; %i% WOOD FR�Pv c 21'-s" NATHAN T. CHIN III, LAND SURVEYOR / f j y�ij/ 0 F mss•-0t. Office of Wastewater Managemeptsp— i t CN t�5��uiit Sits ialcil it scale: IW = V168 MR,M sP-1 REScheck Softwarer` i ) Compliance Certificate J( Project Salerno Residence Energy Code: 2015 IECC Location: Riverhead, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5331 FID®) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 26815 Main Road Victor Salerno Robert Stromski Cutchogue, NY 11935 26815 Main Road Strdmski Architecture, p.c. Cutchogue, NY 11935 P.O. Box 1254 jamesport, NY 11947 L Compliance 7.0%Better Than Code Maximurn UA: 561 Your UA 522 Nlax,iYwm SHGC: 0.40 Your SI IGC 0.19 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use of cost relative to a minimum-code home. Envelope Assemblies Floor 1:All-Wood joistfrruss:Over Unconditioned Space 1,541 22.0 0.0 0.042 65 Wall 1: Wood Frame, 16"o.c. 1,549 21.0 0,0 0.057 62 Window 1:Wood Frame:Double Pane with Low-E 403 0.270 109 SHGC: 0.19 Door 1: Glass 60 0.290 17 SHGC- 0.16 Ceiling 1: Flat Ceiling or Scissor Truss 230 30.0 0.0 0.035 8 Wall 2: Wood Frame, 16"o.c. 1,198 21.0 0.0 0.057 55 Window 2:Wood Frame-Double Pane with Low-E. 215 0.270 58 SHGC: 0.19 Door 2: Glass 20 0.290 6 SHGC: 0.16 Ceiling 2: Flat Ceiling or Scissor Truss 271 22.0 0.0 0.045 12 Wall 3:Wood Frame, 16"o.c. 1,261 21.0 0.0 0.057 72 Ceiling 3: Cathedral Ceiling 1,270 22.0 0.0 0.046 58 Project Title: Salerno Residence Report date: 10/17/18 Data filename: N:\SA Projects-ARCH\Salerno Residence\salernoRESCheck2.rck Pagel of 2 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations s mitted with the rmit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck V rs on 41.25 and tc mply wi the mandatory requirements listed in the REScheck Inspection Checklist. gi--<5p�' �'�& /6////t3 Name- tl Sign ure Date Project Title: Salerno Residence Report date: 10/17/18 Data filename: N:\SA Projects -ARCH\Salerno Residence\salernoRESCheck2.rck Page 2 of 2 REScheck Software Version Compliance Certificate Project Salerno Residence Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 26815 Main Road Victor Salerno Robert Stromski Cutchogue, NY 11935 26815 Main Road Stromski Architecture, p.c. Cutchogue, NY 11935 P.O. Box 1254 Jamesport, NY 11947 Compliance: 11.4%Better Than Code Maximum UA• 708 Your UA 627 Maximum SHGC: 0.40 Your SHGC: 0.19 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Envelope Assemblies .,Cblvi Cont. swrinbi :-4 Basement Wall 1:Solid Concrete or Masonry 675 19.0 0.0 0,048 32 Wall height: 7.9' Depth below grade: 6.1' Insulation depth: 7.9' Basement Wall 2: Solid Concrete or Masonry 610 19.0 0.0 0.058 35 Wall height: 6.9' Depth below grade- 2.0' Insulation depth: 6.9' Floor 1•All-Wood J oist/Truss:Over Unconditioned Space 1,541 22.0 0.0 0.042 65 Wall 4:Wood Frame, 16"o.c. 789 21.0 0.0 0.057 45 Wall 1: Wood Frame, 16"D.C. 760 29.0 0.0 0.049 15 Window 1:Wood,Frame:Double Pane with Low-E 403 0.270 109 SHGC: 0.19 Door 1: Glass 60 0.290 17 SHGC: 0.16 Ceiling 1: Flat Ceiling or Scissor Truss 230 30.0 0.0 0.035 8 Floor 2:All-Wood Jolst/Truss:Over Unconditioned Space 1,311 22.0 0.0 0.042 55 Wall 5:Wood Frame, 16"o.c. 690 21.0 0.0 0.057 39 Wall 2:Wood Frame, 16"o.c. 508 29.0 0.0 0,049 13 Window 2:Wood Frame:Double Pane with Low-E 215 0.270 58 SHGC: 0.19 Door 2: Glass 20 0.290 6 SHGC: 0.16 Project Title: Salerno Residence Report date: 09/13/19 Data filename: N:\SA Projects-ARCH\Salerno Residence\salernoRESCheck3.rck Page 1 of 10 i fr Ceiling 2: Flat Ceiling or Scissor Truss 271 30.0 0.0 0.035 9 Wall 3:Wood Frame, 16"o.c. 338 29.0 0.0 0.049 17 Wall 6:Wood Frame, 16"o.c. 923 21.0 0.0 0.057 51 Window 3:Wo cUr e:Double Pane with Low-E 37 0.270 10 SHGC: O D Ceilin �C te Fa Ge i 1,270 30.0 0.0 0.034 43 G OF ,T S rpao,, Corrppli`4,;�� e}rt If. fog building design described here is consistent with the building plans,specifications, and other call lations s itt with h�e�k t application.The proposed building has been designed to meet the 2015 IECC requirements in RESichec Ve i 71'x' } � ga q with the Fl•datory requirements listed in the REScheck Inspection Checklist. Nam —i ^✓;s9 � � Signature(,:5),chI Date Project Title: Salerno Residence Report date: 09/13/19 Data filename: N:\SA Projects-ARCH\Salerno Residence\salernoRESCheck3.rck Page 2 of 10 Sc eck Software Version 4.6.5 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. '`,SeC'Einrt"" ��- ° Pre=ans 'ecte±�ii", 'i�'Review,` Plans'tt�Will dl„F, „ Melia`"erg ai s� µ :"t-ac:, p t " �ac�rrdgsOtes Corro�m�rld's �_iirwpic�ris ` 3, :.A" Va4ICI�z,Y',, ` Va�OIAC "v :°v<' 6za ]J° ;7s 103.1, ;Construction drawings and ❑ 4 = Complies 103.2 documentation demonstrate ❑Does Not [PR1]1 :energycode compliance com P '2,2P;i :buildingenvelope.Thermals ❑Not Observable !envelope represented on n; ,- a „ ;�`'-,,fA AE]Not Applicable :construction documents. 103.1, ;Construction drawings and [ a _ <_ "IElComplies 103 2, documentation demonstrate Does Not 403.7 energy code compliance for '��; 1`1> [PR3]1 ;lighting and mechanical systems. >`°�- � ,y.>�„ ",'-�� °ate � ��G's�'=��` 1,❑Not Observable Systems serving multiple � �� ,r�?s�r��- °° `° ❑Not Applicable .," A dwelling units must demonstrate >.a � .» T° aF .. _ . compliance with the IECC �"�<—M !Commercial Provisions. = 302 .x; ,Heating and cooling equipment is: Heating: Heating: ;❑Complies 403:7,•,,-,„v sized per ACCA Manual S based ! Btu/hr ! Btu/hr ;❑Does Not on loads calculated per ACCA Cooling: Manual J or other methods ! Cooling: ! g: ;❑Not Observable , Btu/hr Btu/hr i❑Not Applicable licable approved by the code official. ! Additional Comments/Assumptions: 1 JHigh Impact(Tier i) ,2- Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Salerno Residence Report date: 09/13/19 Data filename: N:\SA Projects-ARCH\Salerno Residence\salernoRESCheck3.rck Page 3 of 10 14eldyirkiied 9 OM Mp 10 ?1- R _V o 402.1.1 :Conditioned basement wall R- R- :E]Complies 'See the Envelope Assemblies [F0411 :insulation R-value.Where interior 1 R R- UDoes Not table For values. :insulation is used,verification :may need to occur during :E]Not Observable :Insulation Inspection. Not :E]Not Applicable :required in warm-humid locations: :in Climate Zone 3. 303.2 Conditioned basement wall EIComplies [F0511 :insulation installed perz<Yoes Not :manufacturer's instructions. -a :E]Not Observable C]Not Applicable 402.2.9 Conditioned basement wall ft iplies See the Envelope Assemblies [F0611 :Insulation depth of burial or :E]Does Not table for values :distance from top of wall, :[]Not Observable :E]Not Applicable j1�,,;1A protective covering is installed E]CO mplies to protect exposed exterior ElDoes Not insulation and extends a JE]Not Observable minimum of 6 in. below grade. ,,E]Not Applicable 1,-40c 03 9 ',W'Snow-and ice-melting system Y, omplies controls installed. Y,11E]Does Not M9 0 E]Not Observable yH» �',t,;%JE]Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2]Medium Impact(Tier 2) 3 Low impact(Tier 3) Project Title: Salerno Residence Report date: 09/13/19 Data filename: N:\SA Projects -ARCH\Salerno Residence\salernoRESCheck3.rck Page 4 of 10 q", e Value, A 6ctlon _Valoe M"V%I _Moko, z�_; 402.1.1, ;Glazing U-factor(area-weighted U- U_ ;E]Complies :See the Envelope Assemblies 402.3.1, average), :E]Does Not table for values. 402.3.3, 402.5 :E]Not Observable [FR2]1 :E]Not Applicable 303.1.3 LI-factors of fenestration products Elcomplies [FR4]1 :are determined in accordance DDoes Not NE1,4q,- w", ;with the NFRC test procedure or 110 diElNot Observable :taken from the default table. :E]Not Applicable 402.4.1.1 :Air barrier and thermal barrier Dcomplies 'M X, [FR23]1 :installed per manufacturer' s E]Does Not 4 instructions. ,N a M A W []Not Observable X Z v ",E]Not Applicable Complies 402.4.3 Fenestration that is not site built El [FR20]1 !is listed and labeled as meeting ❑ :AAMA/WDMA/CSA10I/I.S.2/A440 NotObservable :or has infiltration ratesper NFRC 400 that do not exceed code EINot Applicable :limits. 40A. 3',,`,ZlIC-rated recessed lighting fixturesta ' 4 Dcomplies ...........,. asealed at housing/interior finish DDoes Not [Fftb]� ,hand labeled to indicate:52.0 cfm leakage at 75 Pa. EINot Observable 'EINot Applicable V. 403.3.1 :Supply and return ducts in attics <�""'%:"""4E]Complies V� [FR12]1 :insulated >= R-8 where duct is '20Does Not >=3 inches in diameter and >= 4 W I �� , E]Not Observable R-6 where<3 inches.Supply :return ducts __0,jE1Not Applicable in other portions of :the building insulated >= R-6 for :diameter>= 3 inches and R-4.2 for< 3 inches in diameter. 405.1,51,_,, Building cavities are not used as Elcomplies ' 3 [FR ducts or plenums. [:]Does Not EINot Observable Applicable HVAC piping conveying fluids R- above 105 QF or chilled fluids 1 :E]Does Not below 55 QF are insulated to�:R- 13. :E]Not Observable t1Not Applicable 403.4.1 :Protection of insulation on HVACElcomplies [FR24]1 :piping. E]Does Not E]Not Observable EINot Applicable H water pipes are insulated to R- ot R- ElComplies 1EIDoes Not :E]Not Observable J ;E]Not Applicable Automatic or gravity dampers are NIComplies IFRJ19Y, installed on all outdoor air E]Does Not intakes and exhausts2 flE]Not Observable 0 . US, A,tIr" 'IE]Not Applicable k 5,5 Additional Comments/Assumptions: I I High Impact(Tier 1) Medium Impact(Tier 2) -ITTLo-wimpact(Tier 3) Project Title: Salerno Residence Report date: 09/13/19 Data filename: N:\SA Projects-ARCH\Salerno Residence\salernoRESCheck3.rck Page 5 of 10 11 High Impact(Tier 1) ` Medium Impact(Tier 2) <3 1 Low Impact(Tier 3) Project Title: Salerno Residence Report date: 09/13/19 Data filename: N•\SA Projects-ARCH\Salerno Residence\salernoRESCheck3.rck Page 6 of 10 ' ' j_03A-`_-,',All installed insulation is labeled omplies or the installed R-valu E]Does Not 4, provided. Observable �,E]Not Applicable .Floor insulation R-value. R- R-_ ;,E]Complies See the Envelope Assemblies 402.2.6 1 !table for values. 0 Steel EJ Steel UNot Observable :,E]Not Applicable 303.2, !Floor insulation installed per 402.2.7 :manufacturer's instructions and i6e J11Does Not [IN211 :in substantial contact with the underside of the subfloor, or floor ym,,�,.I]Not Observable E]Not Applicable :framing cavity insulation is in :contact with the top side of sheathing, or continuous K",14.% insulation is installed on the :underside of floor framing and "A0 extends from the bottom to the :top of all perimeter floor framing 402.1.1, Mall insulation R-value. If this is a: R- R- :LJComplies ;See the Envelope Assemblies 402.2.5, :mass wall with at least 1/2of the F-1 Wood E] Wood :E]Does Not table for values 402.2.6 ;wall insulation on the wall I E] mass mass (IN311 :exterior,the exterior insulation :E]Not Observable :requirement applies(FIR E] Steel E] Steel 10). :E]Not Applicable 303.2 Mall insulation is installed per lies Elcomp [IN411 ;manufacturer's instructions. LJDoes Not -]Not Observable ',[]Not Applicable Additi»naKCmmmmmemts/Assmmmptioms: 111 High Impact(Tier 1) �medium�impact(Tier 2) Low Impact(Tier 3) Project Title: Salerno Residence Report date: 09/I3/19 Data fi|ename: N:\SAProjects'ARCH\Sa|ernoResidence\sa|ernoRESCheck3.rck Page 7ofIO - ' 402.1.1, ;Ceiling insulation R-value. R- R- ,E]Complies :See the Envelope Assemblies 402.2.1, E] Wood :table for values. F1 Wood :E]Does Not 10 Steel E] Steel :ElNot Observable 402.2.6 [Fill' :ElNot Applicable 303.1.1.1,:Ceiling insulation installed per Dcomplies 303.2 :manufacturer's instructions. F 4E]Does Not [F1211 :Blown insulation marked every ElNot Observable Vented attics with air permeable ElComplies insulation include baffle adjacent E]Not Observable extends over insulation. EINot Applicable 402.2.4 :Attic access hatch and door R- R- ;,[]Complies [F1311 :insulation �tR-value of the :E]Does Not :adjacent assembly. :ElNot Observable :ElNot Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 ACH 50 ElComplies [FI17]1 lach in Climate Zones 1-2, and PDoes Not !<=3 ach in Climate Zones 3-8. IElNot Observable �E]Not Applicable 403.3.4 Duct tightness test result of<=4 cfm/100 ;handler@ 25 Pa. For rough-in :E]Not Observable :tests,verification may need to :ElNot Applicable ;occur during Framing Inspection. 403.3.3 ;,Ducts are pressure tested to cfm/100 [F127]1 !determine air leakage with Tt2 Tt2 :E]Does Not !either: Rough-in test:Total UNot Observable :pressure differential of 0.1 inch :w.g.across the system including :the manufacturer's air handler enclosure if installed at time of :test. Postconstruction test:Total :Jeakage measured with a :pressure differential of 0.1 inch :w.g.across the entire system :including the manufacturer's air handler enclosure. 403.3.2.1 Ar handler leakage designated Elc mplies [F124]1 ;by manufacturer at<=2%of —ElDoes Not design air flow. E]Not Observable )[:]Not Applicable MU-"�,14 Programmable thermostats of primary installed for control heating and cooling systems and [:]Not Observable initially set by manufacturer to 11 -',code specifications. Heat pump thermostat installed Elcomplies (f,fib)2-eZ-ion heat pumps. "-:4 LIDoes Not ",,E]Not Observable KAI El -0'. X Complies 4 '5� ",14'Circulating service hot water ,-,4systems have automatic or ElDoes Not accessible manual controls. Q, ElNot Observable Eho t Applicable 1 High Impact(Tier 1) _[,4-'�J_medium Impact(Tier 2) 1,,3'1 Low Impact(Tier 3) Project Title: Salerno Residence Report date: 09/13/19 Data fi|ename: N:\SAProjects'ARCH\5a|ennoResidence\saiennoRESCheck3.nck Page 8ofl0 ' ' Project Title: Salerno Residence Report date: 09/13/19 ' , 6m ertts/Ar Compliance certificate posted. )LJ Complies t Observable 'AA --"LJNot Applicable Manufacturer manuals for E]Compl E]Does Not ,�mechanical and water ieating �11',,,Jsystems have been provided. "'EINot Observable TINot Applicable AdditionalComments/Assumptions: ' 11 High Impact(Tier 1) 7IT-Fm-egium impact(Tier 2) �]Low impact(Tier3) Project Title: Salerno Residence Report date: 09/13/19 Data fi|ename: N:\SAProjects'AR[H\Sa|ennoResidence\sa|ennoRES[hock].rck Page l0oflO . TON ' NT I 'I T i, Iq I n] 11EZ I IVO A T1[0 N\ Fn A N PROI SQ-D 200 AMP PANEL 1 40 CIRCUIT . _ , CAST IRON r--- - NL ACP APP OVED AS NOTED architecture, 'c' 2' X 8' FLOOR JOIST I @ 16' ON CENTER 1 DATE: J B.P.�# '�'-� 1 .BOX I254 JAMESPORT,NY 11947 FORK BENCH FEE: 6 BY: eA& t PHONE(63I)779-2832 FAX(63I)779-2833 NOTIFY BUILDING DEPARTMENT 00019 lII ( 765-1802 8 AM TO 4 PM FOR T 1 1 FOLLOWING INSPECTIONS: _ _ 1 1. FOUNDATION - TWO REQUIRE y 1 I — — FOR POURED CONCRETE EXISTING CRAWL SPACE TO 1 — — I I 2. ROUGH - FRAMING & PLUMBIN New REMAIN 1 3. INSULATION 1 Main Road, Cutchogue, York 4. FINAL - CONSTRUCTION MUST 2HOUSE TRAP � BE COMPLETE FOR C.O. 1 I ALL CONSTRUCTION SHALL ME THE 1 REQUIREMENTS OF THE CODES 0 EW YORK STATE. NOT RESPONSIBLE ' OR I DESIGN OR CONSTRUCTION ER RS. I w l I w l ell I ei Nr COMPLY WITH ALL CODES OF I I I NEW YORK STATE & TOWN COD .� Q AS REQUIRED AND CONDITIONS L-- ------J �� $u - —^ Proposed Interior Renovation s w ' L, ' For: a INSTALL 5/8" 'TYPE X' N9Ih^ E 1 GYPSUM BOARD OVER 1 IEXISTING BOILER. I .SC BI�T84 TEEI Salerno Residence OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY o RETAIN STORM WATER RUNOFF ELECTRICAL 51 o ELECTRICAL NOTE: PURSUANT TO CHAPTER 236 INSPECTION REQUIRED 2381S Main Road EXISTING OVERHEAD 5ERIVCE TO BE CONVERTED TO TO%IJN CODE. Cutcho ue NY o OF THE g , O,� UNDERGROUND SERVICE,RELOCATE METER PANEL TO SOUTH CORNER of BASEMENT. C' - REWIRE ENTIRE HOUSE LIKE-IN-KIND. MAKE ANY NECE55ARY �310.It'Ser dO�t S.C.T.M.##I000-I09-02-OIS 'SUPGRADES AS REQUIRED BY CODE. �ytio and duct'C�',Ork REVISIONS �°, FS testing required. ^ O MECHANICAL NOTE: BASEMENT FLOOR PLAN Scale: 1/4' = 1'-0" F`s - CONVERT BOILER FROM OIL TO GAS. O SYSSTTIEDE NE14 M WITH DUazEDHEATINGINDWAcc A-I EXISTING SQ.FT- �5 Must provide Manuals D, J and S as per O NYS Energy Code O 6' �� ISD U ('CL V o O b0 I "/'4 (50'e C's 4D 0 00 LA-i 0 0 0 Q>> 0 S — J — J F _ I CI-4EN 00 _ ' FO ER CERAMIC TILE I 00 °- i WOOD LOOR O SUNROOM O EXISTING DECKING r _ _ _ i 00 TO�C', REREQUIN PAINT UIR I ISLAND I i ISLAND I i O O - - - i O 1 I 1 ------ I O L - - - J _ _ — � - - EXISTING CHIMNEY i SEAL A R c CM C� �� t EXISTING WATER DAMAGED NIOME TO UNDER GO RENOVATION. FOOTPRINT TOe °� REMAIN o1 �G °�� a LAUNDRY WDE ROOI'1 EX. FRONT DECK v>J� do WOOD FLOOR CERAMIC TILE OHO o N� p* S.D. x O ' X N�9 G 0 do"�R� C)b -20 N DINING ROOM LIVING R00N Copyright 20I8.STROMSKI architecture,p.c.All rights WOOD FLOOR WOOD FLOOR reserved.The Architect reserves the right to reproduce this ° ��o ° S 7'-0" TALL DOOR design in its rntirety or any portion thereof.Unauthorized alteration of these documents is a violation of the New York °G State Education Law.These drawings and specifications are an instrument of service and are the property of the Architect n 0o These drawings and specifications are not to be used on any other project,except by written permission of the Architect REPLACE WINDOW SEAT . —71PROJECT NO. Is-AROOS 1� Vv SCALE AS SHOWN DATE 8/2/2018 t 2 c GJ� DRAWN BY TLD I CHECKED BY RS °oo Cj �® - INSULATION NOTE: " PROVIDE 2' CLOSE CELL SPRAY FOAM AROUND ENTIRE TITLE PERIMETER OF HOUSE. SPRAY BOX BEAMS AND EXTERIOR WALLS AT FIRST AND SECOND FLOOR. y SITE PLANScale: I 30-0" - PROVIDER 19 BLANKET INSULATION AROUND PERIMETER OF Existing = BASEMENT EXTERIOR WALLS. A-I EXISTING - PROVIDE R-11 BATT 145ULATION OVER 2' OF CLOSED CELL FOAM AT EXTERIOR WALLS AND BOX BEAMS. Building PROVIDE FIRE STOPPNG SPRAY FOAM AT 5ECOND-FLOOR LEVEL. EXISTING BALLOON FRAME NEEDS TO HAVE CONTINUOUS NEW ELECTRICAL METER WITH Floor Plans FIRE STOP BETWEEN FIRST AND SECOND FLOOR. UNDERGROUND SERVICE PROVIDE R-21 BATT N5ULATION IN BASEMENT CEILING AND CEILING OF SECOND FLOOR. CONSTRUCTION NOTE: Z FIRST FLOOR PLA➢ scale: 1/4' 1'-0" PROVIDE ALL NEW 1/2' GYPSUM BOARD THROUGHOUT. A-I EXISTING 5Q.F7- 985 SHEET PROVIDE M015TURE AND MOLD RESISTANT GYPSUM BOARD AT BATHROOMS AND OTNER WET LOCATIONS. PROVIDE 1/2' CEMENT BOARD FOR CERAMIC TILE BACKING. A - 1 f 1 -d architecture, p.c. P.O.BOX I254 JAMESPORT,NY 11947 PHONE(631)779-2832 FAX(631)779-2833 Proposed Interior Renovation For: ' Salerno Residence a 238I5 Main Road --------------------------------------------------------------------------------------, Cutchogue, NY S.C.T.M.#I000-I09-02-0I5 I I REVISIONS DWN 13 EQUAL RISERS � I 0 I I 0I I I I f I I 0 I I I BEDROOM W BEDROOM 0 WOOD FLOORS WOOD FLOORS I I I � 0 I I I ® I I I ® I 0 � I S.D. I S.D. 0 I I I I 6'-10' PLATE HEIGHT n o ® I 6'-9' TO COLLAR TIE 0 � S.D. j 0 BAT14ROOI'10 ATTIC I EXISTING TO REMAIN i EXISTING LOFT SPACE TO REMAIN O I I 0 I o I I I I I S.D. 0I I I o BEDROOM O BATHROOM WOOD FLOORS i w 0 CERAMIC TILE SEAL • I O ED C � I I--- -------------------------------------- -----------------------------------J REMOVE EXISTING WALL MOUNTED NI WALL AS T AND PAREQUIRED DEMOLITION NOTE: OF REMOVE ANY REMAIN PLASTER FROM WALL AND CEILINGS TO f� ALLOW FOR NEW ELECTRICAL, HVAC, AND PLUMBING WORK. CONSTRUCTION NOPE: - PROVIDE ALL NEW 1/2' GYPSUM BOARD THROUGHOUT. - PROVIDE MOISTURE AND MOLD RE515TANT GYPSUM BOARD AT BATHROOMS AND OTHER WET LOCATIONS. Copyright 20I8STROMSKI architecture,p.c.All rights reserved.The Architect hitect reserves the right to reproduce this EXTERIOR SIDING/TRIM NOTE: - PROVIDE 1/2' CEMENT BOARD FOR CERAMIC TILE BACKING. design in its entirety or any portion thereof Unauthorized REMOVE AND REPLACE ANY EXISTIWG CEDAR SIDING THAT WAS ATTIC /�/� alteration of these documents is a violation of the New York DAMAGED OR CUPPING DUE TO PIPE LEAKAGE. ALL SIDING AND SEC.O�D FLOOR PLAN Scale: 1/4' s I'-0' Z A 1 1 IC FWOR PLAN SLOtgj 1/4' � 1'-0' State Education Law.These drawings and specifications are aninstrument of service and are the property of the Architect. These drawings and specifications are not to be used on any EXTERIOR TRIM REPAIRS TO BE DOME LIKE-IN-KIND. PROVIDE A-2 EXISTING SQ.Fr- 3€59 other project,except by written permission of the Architect PVC TRIM F EPL4CEMENT FOR WOOD TRIM AS REQUIRED. A-2 EXISTING SQ.FT- 722 PROJECT NO. I8-7005 SCALE 1/4"=1'-0" DATE 8/2/2018 DRAWN BY TLD CHECKED BY RS TITLE Existing Building Floor flans SHEET A - 2 a.. . - ( sill ION -3 PROT S ,...�D ADDITlu" N .,�� T R T OR Nk p ....[..yam .... .... .. ILA awc r n 40 P.O.BOX I254 JAMESPORT,NY 11947 PI IONS(63I)779-2832 FAX(63I)779-2833 26815 Malln ELECTRICAL INSPECTION REQUIRED CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA SCHEDULE OF ABBREVIATIONS A.D. ASN DROP GROUND WIND SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE SEISMIC SUBJECT TO DAMAGE FROM WINTER DESIGN ICE SHIELD FLOOD A.F.F. ABOVE FINISH FLOOR UNDERLAYMENT BM. OF-AM PLUMBER C -�� N SNOW LOAD (MPH) EFFECTS REGION DEBRIS ZONE DESIGN WEATHERING FROST LINE DEPTH TERMITE DECAY TEMPERATURE REQUIRED HAZARDS BRG. BEARING CATEGORY C.J. CEILING JOIST ON LEAD CG'; RE 25 130 YES YES I B SEVERE 3gM MODERATE SL IG14T TO 15 YES N/A C.F.M. CUBIC FEET PER MINUTE To HEAVY MODERATE CERTIFICATE Or {NC C.0 CLEAN Orr SOLDER USEn i ER CON. CONCRETE C.M. CARBON MONOXIDE DETECTS SUPPL Y SYS l. ' !; ,NiNOT CSMT. CASEMENT EXCEED 2,11,-) 01, '°a LEAD. C.T. CERAMIC TILE D. DRYER r' Proposed Interior Renovation TABLE OF CONTENTS D.N. DOUBLE HUNG fv' o DIA. DIAMETER S8°32'1G"E 57.GG' D.J. DECK JOIST or: FLOOR AREAS EXISTING egSED ADDITION TOTAL DN. DOWN W Salerno DW. DISHWASHER Cover - PROJECT INFORMATION FIRST FLOOR SQUARE FOOTAGE - 1,036 SOFT. 751 SOFT. 1,541 SOFT. F.A.I. FRESH AIR INTAKE A-1 - DEMOLITION PLAN SECOND FLOOR SQUARE FOOTAGE - 782 SOFT. 488 SOFT. 1,270 SOFT. F.D. FLOOR DRAIN PLUMBING A-2 - FOUNDATION t FIRST FLOOR PLAN TOTAL LIVING AREA - 1,818 SOFT. 1,239 SOFT. 2,811 SOFT. FDN. FOUNDATION ALL PLUMEING WASTE A-3 - SECOND FLOOR t nlIRD/ROOF PLAN F.J. FLOOR JOIST AWATER LINES NEED Residence A-4 - SECTIONS FP.S.C. FIREPROOF, SELF-CLOSING Tr-STING BEFORE COVERING A-5 - ELEVATIONS FTG. FOOTING cn E-1 - ELECTRICAL PLANS FXD. FIXED W-1 - DETAIL WALL SECTION AND ELEVATION GALV. GALVANIZED }' W-2 - TABLES, 5CHEDULES AND DIAGRAMS RREESCRIPTIVE DE51GN METHODS WB. I oSEE BIBS 130 f 1PH WIND ZO IES N.C. HANDICAPPED HDR. HEADER - CD N.M. HOLLOW METAL 1t� TRUSS PLACARDING 11EQUIRED INFORMATION TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO - K.S. KITCHEN SINK D FAMILY DWELLINGS (200i EDITION) LAV. LAVATORY -p L.C. LINEN CLOSET ALL TABLES, FIGURES, AND SECTIONS REFERRED TO BELOW CAN BE FOUND ON 5NEETS MECH. MECHANICAL _z_ " O W-1 AND W-2. MIN. MINIMUMMAX. MAXIMUM 01 pE51GN L.OAD5 I. FLOOR AND ROOF DIAPHRAGM BRACING REQUIRED. PERPENDICULAR BLOCKING AT 4'-0" MLDG. MOULDING INTERVALS (MATCHED WITH 5UBFLOOR EDGES) MUST BE PROVIDED WITHIN THE LAST TWO M.O. MASONRY OPENINGBloz�rer door 2681S Main Road USE LIVE LOAD ELB/SQFT3 DEAD LOAD ELB/50FTJ BAYS OF FLOOR AND ROOF DECK 5NEET W-1 DRAWING 2. N.I.C. NOT IN CONTACT O.C. ON CENTER o Z Cutchogue, NY EXTERIOR BALCONIES 60 10 2. UPLIFT CONNECTIONS REQUIRED AT EACH RAFTER, JOIST, AND STUD CONNECTIONS. O.N. O'VER14EAD o n_nd ductwork . S.C.T.M.#I00-109-02-OI S PROVIDE 1-114° X 20 GAUGE METAL STRAP FASTENED AS PER SHEET W-1 TABLE 3.313 AND P.C. POURED CONCRETE testing required. DECKS 40 10 DRAWINGS ON 5HEET W-2. R. RISER Q RAD. RADIUS REVISIONS PASSENGER VEHICLE GAPAGES 50 10 3. LATERAL AND SHEAR FRAMING CONNECTIONS MUST BE IN ACCORDANCE WITH THE REF. REFRIGERATOR �- m ATTICS WITHOUT STORAGE 10 10 NAILING SCHEDULES OF 54TET W-1 TABLE 3.1, 3.3A. REINF. REINFORCED 10-5-18 R.F. RESILIENT FLOORING Revised to Shaw Addition ATTICS WITH STORAGE 20 10 R.R. ROOF RAFTER 4. NOLDDOWN ANCHORS TO BE PROVIDED AT THE CORNERS A5 PER FOUNDATION PLAN O SHEET A-2 AND SHEET W-1 DRAWING I. ANCHOR BOLTS ARE EMBEDDED IN THE S.D. SMOKE DETECTOR -s1 ROOMS OTHER THAN SLEEPING ROOMS 40 10 (- SLEEPING ROOMS 30 10 FOUNDATION AND BROUGHT UP THROUGH THE SILL PLATE. �WR'PL. S�NEOLdEi2 POLE testrovide Manuals 0 5. ROOF, WALL AND FLU* SHEATHING FASTENING SCHEDULES ARE PROVIDED ON SHEET SOFT. SQUARE FEET N Z P STAIRS 40 10 W-1 TABLE 3.i. TtG TT��E�AOVE N 58'.32"10"E' 35. '00 GUARDRAILS AND NANDRi\ILS Boo 10 n,J and S as �3Or 6. ROOF CLADDING AND WALL CLADDING TO BE FASTENED AS PER MANUFACTURER'S TEMP. TEMPERED GLASS JgYS Energy Code O GUARDRAILS IN-FILL COMPONENTS 50 10 SPECIFICATIONS. T.O. TRIM OPENING CAL FIRE ESCAPES 40 10 Y,I F. VERIFY IN FIELD 0 7. RIDGE S i�.aP5 ARE TO BE PROVIDED WHEN COLLAR TIES ARE NOT PLACED WITHIN THE W WASHERUPPER 1/3 Of THE ROOF FRAMING. STRAPS TO BE FASTENED AS PER TABLE 3.4 ON SHEET QA W_2, W.C. WATER CLOSET WD. WOOD B. ALL STRAPPING CAN bE INSTALLED OVER SWEATING ONLY IF THE FASTENERS IDENTIFIED W.F. WATER FOUNTAIN w � O IN THE NAILING SCHEDULES ON 54EET W-2 ARE INCREASED IN SIZE AND LENGTH BY THE W.H. WATER HEATER `_ `xro p _c�tlon WIDTH OF THE SWEATING SUBSTRATE BEING USED. W.I. WALK-IN W.W.F. WELDED WIRE FABRIC e~°� gyre � � d r� r 0- INS Cod O a`I O J o \\ CIS s � 111 Werior lighting �n" IIed, re I O aced P or to `, 1 .!ircd 9112II Conform O t)O 172 Chaptcr r; lerth . O e To, code O r HOUSE TO HAVE 3 BEDROOMS 0- AFTER RENOVATION. NO CHANGE IN TOTAL BED COUNT SEA PROPOSED ! FROM EXISTING CONDITIONS, i 575 S.F. 1S`-5 DECK D ASC, PROPOSED OUTDOOR SHOWER 0 tf •'' Y _� �� :A PROPOSED 2 STORY 993 S.F. ADDITION r, LINE OF EXISTIN ,c of m 'o PORTION TO BE �'- ca DEMOLISHED T Copyright 2018.STROMSKI architecture,p.c.All rights reserved.The Architect reserves the right to reproduce this `' design in its entirety or any portion thereof.Unauthorized 33 2 EXIST114G 2 alteration of these dog uments is a violation of the New York State Education Law.These drawings and specifications are STORY WOO �_ an instrument of service and are the property of the Architect. FRAMED These drawings aid speeificarions are not to be used on any = other project,except by written permission of the Architect. HOME �— PROJECT NO. I8-AR005 SCALE AS SHOWN DATE 8/I/20I8 -� O > DRAWN BY TLD CHECKED BY RS TITLE S 8°32'1 G`R 72.Civ 'k `il 4 I T ir 3 ,Ir 1 7 r � Project Information E SITE PLAN scale: 114" = 1'-0' Coves i r t 1 7 SHEET nni� n - ,• `T aj ---------------- 01 Air 'M P D- El DI ] 'I I N F K \:6- 6X.Upob1 jj I � I yi �_ \ (;1 Mr6.. G and P.O.BOX I254 JAMESPORT,NY 11947 26815 Main Road, PI TONE(63I)779-2832 FAX(63I)779-2833 Cutcho&ue, New York ISI L Proposed Interior Renovation \\ I MI For: \ I MASTER BEDROOM BEDROOM ,I Salerno TO BE RELOCATED TO BE RELOCATED I Residence I _ / 1 �I �FS.D. S.D. / I � II i I MASTER BATH I TO BE RELOCATED 268 IS Main Road v - - --- - - --1 r —1 / ,�y Cutchogue, NY -` S.C.T.M.#100-109- 02-0 I S rLlb JI$ATH 1 I //� S.D. BEDRoM �I O BE RELOCATED o // TO BE EXPANDED II REVISIONS 10-5-18 Revised to Show Addition NI I (lI 0 11 / O O . O O O 1 EX. SECOND FLOOR DEMO Scale: 1/4' = P-0' O IN O O I SUNROOM II SEAL ( I KITCHENNE TRY I _Ju 111 I P°`��.""' l• '�C.��` .., Il I i LAUNDRY L _ F1 1 Copyright 2018.SiROMSKI architecture,p,c.All rights reserved.T7ie Architect reserves the right to reproduce this I I I I POWDER R00M ( ( II design in its entirety or any portion thereof.Unauthorized L -i 1 alteration of these documents is a violation of the New York —� State Education Law.These drawings and specifications are L_ _ _ _ _ _ I DINING ROOM II LIVING ROOM an instrument of service and are the property of the Architect. These drawings and specifications are not to be used on any L �� other project,except by written permission of the Architect. 11 P1t0JECT NO. I8-AR005 SCALE AS SHOWN DATE 8/I/20I8 g II DRAWN BY TLD CHECKED BY RS JLA II TITLE II � II Demolition Floor Plans 2 EX. FIRST FLOOR DEMO sale: 114' - P-o' SHEET .i WINDOW SCHEDULE 41 A-4 /r SYMBOL MANUFACTURER TYPE DESIGNATION VENT AREA GLASS AREA UNIT AREA EGRESS REMARKS \ ... 10'-0' IS'-q" r,,.�"' 30°-I' EXISTING ❑A ANDERSEN AWNING AR41 I.q SF. 3.8 SF. 5.7 SF. NO ? A ANDERSEN AWNING AR251 1.1 SF. 2.0 5F. 3.3 SF. NO © ANDERSEN DOUBLE HUNG TWI8210 1.70 SF. 2.90 SF. 5.53 5F. NO ,,,,.-•- PROVIDE ESCAPE t € _. .-...•, �,.. WELL WITH MIN. `� f� ,l r . LEDGER NOTE: FLOOR AREA OF q S.F. ❑D ANDERSEN DOUBLE HUNG TW2032 2.3q SF. 4.21 SF. 7.27 SF. NO € LEDGER BOARD FASTENED WITH AND VERTICAL DRILL t ROUT #5 REBAR @ . . .. .' ..... ...r_ .. ® SEC, . LADDER AS REQUIRED. 12' VERTICALLY ON CENTER ❑E ANDERSEN DOUBLE HUNG TW2432 2.82 5F. S.Oq SF. 8.40 SF. NO 3/8 DIAMETER LAG BOLTS �^{ / architecture, p.c. STAGGERED TOP AND BOTTOM ,y� Vg(L / ❑ F ANDERSEN DOUBLE HUNG TW2552 5.75 SF. 10,48 SF. 15.(4 SF. YES . _...... - - K - .._.. -. .K- - -- -- - - - - - - - V- -- - ❑ EVERY 32'. PROVIDE JOIST �-'' i - < -- ------ -------- -- f -...._..-..----------_..___-_-_-- __ -___--- - ❑ ANDERSEN DOUBLE HUNG TW2105f0-2 14.04 SF. 25.72 SF. 36.04 SF. YES HANGERS WHERE J015TS MEET LEDGER. -y P.O.BOX I254 JAMESPORT•NY 11947 -- L -- -- ---- -- ---- -� Eb 5 LL TO BE .� ACP ❑N ANDERSEN DOUBLE HUNG TW3446 6.31 SF. 11.64 SF. 16.43 SF. YES PI ZONE(63I)779-2832 FAX(63I)779-2833 / - MAX A.F.F. - ---------------- . ; . -_- - " •, ', 44 -� -i ❑J ANDERSEN DOUBLE HUNG TW2446 4.38 SF. 7.65 SF. 11.70 SF. NO -- I ' _........ ' w .. PATCH EXISTING 1 EXISTING ELECTRICAL. j ❑ ANDERSEN CASEMENT CW135 5.7 SF. 6.0 SF. 8.0 SF. YES / 1 FLOOR FROM PANEL TO BE ..- I BASEMENT STAIR RELOCATED LINE OF COVERED i © ANDERSEN AWNING A281 1.2 5F. 3.7 SF. 5.3 SF. NO ,s/•'� � :o I v �" EXTERIOR PORCH TO M ANDERSEN DOUBLE HUNG TW2446 4.31 SF. 765 I � 1 ❑ 5F. 11.7 SF. NO / I P'I I v 1 - p I (- REMAIN I USE IMSnWA STAIN QA56 t� I I i ❑N ANDERSEN CASEMENT CH125 3.7 SF. 3.q SF. 5.6 SF. NO PANEL.Ay Mum -1. ANDERSEN DOUBLE HUNG TW3046 5.65 SF. 10.31 SF. 14.85 SF. YES ANDERSEN DOUBLE NUN( TW2436 3.18 5F. 5.73 SF. q.23 SF. NO I I F-1 1 cL It��n I 1 I, TJI PRO 230 q ' I I FLOOR J01 @ Ib 0/G I MECHANICAL AREA I I I 1. ALL GLAZING TO BE NIGH PERFORMANCE AND LOW-E, UNLESS NOTED OTHERWISE. �I UNFINISHED BASEMENT I �- N ( 4" POURED CONC. SLAB I ABOVE E 5/8' GYPSUM STEEL t �'I , I STEEL LOCUST 1 1 I .._. .. ..... � _ � DOOR SCHEDULE P-1 �� 1P-2j I --2 1 a r �F®2 - =_N I- - _ SI, I 3 II ` X q DROP GIRDER CONTINUOUS O I I BASEMENT TO REMAIN i EXTERIOR DOORS 1 t Q I I I I I =71-1 - I {{{ AS IS - UNFINISHED ( i N I , I 1 - F-�I F-2 ----.._-. 1 I - SYMBOL SIZE MANUFACTURER TYPE DESIGNATIaJ VENT AREA UNIT AREA REMARKS _ _..I , r L._._1....: I i i 6 1 I �3 'cxvl I .•. q'-6' �c -0 I/8 151-0 I/8M ,� 4-0 3/i-_ !8 .. ........ ..__.3t_ 3 O o 1 I � o - A . -- --.--..._--...---- - _ , I UI 3¢x 6 n TNERMATRU HINGED 51400 GBGF 1611 SF Iq q5 SF UP 14 EQUAL ►'' t " r A-4 I "r' - EXISTING 2 X 8 FLOOR OIST I 1 O ¢ u Proposed Interior Renovation A-4 1 r , F� - I RI ER N OR 3_ @ 16' ON CENTER I r' 2 6 X6 ANDERSEN DOUBLE HINGED FWH60611 34.86 SF. 40.76 SF. j I I I I -- - -- ( AL RI5 5� , , i For: _4 F-1 t I INTERIOR DOORS 2"x8" ACQ DECK JOISTS @ 12' O.C. PROVIDE J01 T HANGERS AT T I LOCUST EXISTING WORK BFH SYMBOL SIZE TYPE REMARKS r I LOCUST TO REMAIN �cl��• a 1 FLUSH CONDI IONS TYP. � �. 1 1 _ 1 SAW CUT EXISTING CONCRETE STEEL STEEL 1¢x 6 HINGED P-I 1�P-2 (,• ; N FOUNDATION WALL FOR -' PROPOSED MAN DOOR. I I ¢ t! I- 17 _ o U, �; _ u i o 2�x6� HINGED esl. en�� , is '�', c �`� i O 2 x 6 HINGED 1 Ir �I � ® y@ �, I I I O 2x 6° HINGED pin I IN SAW CUT EXISTING CONCRETE 16 i O 2$x 6 HINGED FOUNDATION WALL FOR I j arl -xt I �r 1 I PROPOSED BILCO DOOR. SEE PROPOSED i O 3¢x 6 HINGED 1 `�' 1 I, " I DOOR SPED FOR SIZE. ELECTRICAL PANEL O ¢ e I cv tti I 1P-2 I I 14'-3' 4'-011 M.O. 10'-4" G 4 z b DOUBLE HINGED I O 24 b flPOCKET z t P-1 P-I` I . . (2) " X 11 �' DROP G LER _... -- - - - O 2( 6 0. POCKET I .• - x III •• .. . : ., 1.--- -- -- --- - I.-_ ...._ _.-- 12' VERTICALLY t GOUT REBAR @ V 3¢x 6 n BIFOLD PERT Y ENTER pl 1 ?.'x " ACO DECK i \\ EGRESS SILL TO BE / �� 70 O 2¢x 6 � 268I5 Main Road 8�9 I a , \ 44' MAX A.F.F. / N I , ; € Cutcho ue, NY a- J ITS s @ 12 O.C. 1�S g I }� DRILL t GROUT #5 REBAR @ S.C.T.M.#I00-I09-02-OI5 " " `i' 12' VERTICALLY ON CENTER I. ALL GLAZING TO BE HIGH PERFORMANCE AND LOW-E, UNLESS NOTED OTHERWISE. I 4NI 2x8 ACO DECK JOISTS @ 12 O.C. ,E - 1 LINE OF PROPOSED -...---- REVISIONS 1 ` P-1 ` P 1 P-1 P-1` I ,� BILCO DOOR -- ---- - -_---- - ... -.__... --------- ---- ------------------------- --� - I 10-5-18 2 •' Revised to Show Addition A-4 - - - - - - - O 10'-0' 7'-0' 3'-4' 7'-I' 1'-$ 14'-4" 5'-4' 10'-5' _ FOOTING SCHEDULE O PROVIDE ESCAPE WALL FOOTING O WELL WITH MIN. 30'-I' EXISTING FOUNDATION PLAN Scale: 1141 1'-0' FLOOR AREA OF q S.F. SYMBOL SIZE REBAR PMUIREMENTs A-2 PROPOSED AND VERTICAL N/A 81x16" (2) #5 REBAR CONTINUOUS O LADDER AS REQUIRED. COLUMN FOOTING 2 ( SIZE REBAR REQUIREMENTS WALL LEGEND: o r A:-4- F-1 24'x24' NOT REC-ilRE O 10'-0" ' P // F-2 30'x30" (3) V5 s- 3AR EACH WAY EXISTING WALL TO REMAIN / � 48'-10' a ..----I-'---------------------..._..._....---................-.....----------------------._..... -- -...... -....-- --- -... --.._.- ------- �^'- -- ------------------------------------------------ I-7---------------------------------------------- --- -------- ----- �` � /..�-- � ---------------.....-... ---------------......- .._..........._...._.._.....------------- - DECK PIERS EXISTING WALL TO BE REMOVED O i i a a i e i a / i a : r i t 0_311 r a 5- -10 5 10 I - 2 4 j I /2 I6 0 3/4 12-0 3/4 5-5 3-2 SIZE REBAR REQUIREMENTS 0 NEW 2 X 4 WOOD FRAME WALL O --------------- / .�/ - IN... . � _ ...-- ------- --..._- - --------- ---- -...._- ......_......__._.........------ --......__...._...__....---- ---- ... P-2 12; DIA. NOT REC,vI� O NEW 2' X b' WOOD FRAME WALL / B-) _._._ P-I 411 18 DIA. ^ED LOAD BEARING WALLS O FE 0 F ❑N ® ® NEW P.C. CONCRETE WALL O - - - _ _ __....._.. ,�.....__ -- - ----------....__...... ----._._..------.._..---- - FIRE BRICK 2 MICR LVL II .� DRpP H DER * -�''' ❑ - - D STANDARD BRICK O TRASH j REFURBISH EXISTING WINDOWS I (2) q Y2' MICROI LVL;� L J 0 DROPPED MA5UNRY DROP N DER _----___'� - AL CORNER HOLDDOWN DETAIL: ,,, -, l t NEW FLOOR FRAMING TO BE FLUSH / ..r ` - WITH EXISTING, ADJUST PLATES OR r--__-_-_,- N N l I Y iv i I SHEATH AS NECESSARY OUTSIDE CORNER CONDITION {O 4' 1 q'-8p II'-1' 4' 5'-b I/2' ' 3'-0'� 3'-3 1/4' V-01 3'-5' P' -of r- - 1 - -- - --- - r c I� ri - - - - - - I I EX. FOYER - - - - r tilt o I �! Frfl ac _ �_, �, ( I I I i `JI i HARDWOOD FLOORING - - - _ ' _ > ISLAND ISLAND u, -=;> NI :: PROPOSED NOOK AREA N _ CHIDE J015T HANGERS AT �I`L CERAMIC TILE L - -I- L - - - � ' - - � SEAL USN CONDITIONS TYP. ,n �� - �,� _ I PROPOSED KITCHEN -r', i_.._.... - m CERAMIC TILE DC -- N I ( 0 O I> 2 MICROLAM LVL q 1¢' DRO'HEADER O I a `� INSIDE CORNER CONDITION -' - - - 2 9 LVL o 1�ei I ;� DROP DER 0 05ED 5UNROOM I I I CC N Q ® EX. FRONT DECK (LI NO `�' O t CERAMIC TILE I I I I i N I AL_ N NEW FLOOR FRAMING TO BE FLUSH S.D. I -8 I/4 RI 41 3'-8 I/2" 4' 4" 4 I/4" 6' WITH EXISTING, ADJUST PLATES OR SHEATH AS NECESSARY o A-4 t`' --T2-) Ml(ROLA LVL q ' DRO' HEAD 'v ..... .._ ` - -- �. MILLWORK MI @ x TJI PRO 560 Il ' � CL - I - FLOOR ISYS @ 12 0/C a C4 v DECK ROPOSED DINING ROOM 61h ® 2oT -s 5/4' x 6' SYNTHETIC DECKING y / HARDWOOD FLOORING t= ivCopyright .TROMSKI architecture, > All ri bt_c j �+ ---- _- S.D. N- REFURB15H EXISTING WINDOWS ! 1 I T I. a j PROPOSE BATH LINE OF EXTERIOR WALL ABOVE TO ALIGN WITH r __ � m reserved. >e Architect reserves the right to reproduce this ADJUST LOCATION OF CO'wNEP.HOLDDOWN design in its entirety o any portion thereof Unauthorized _CERAMIC TILE � � 1 CENTER documents a o \ i I 'fin alteration of these docume rs is a violation of the New York X XN E/�. LIVING RWi I State Education Law.These drawings and specifications are HA DWOOD FLOORING ® an instrument of service and are the property of the Architect. l O These drawings and specifications are not to be used on any other project,except by written permission of the Architect. r r ^ i r i r -i PROJECT NO I8-ARWS 15'-0' 4 q-6 ba 5-0 4 _ I3 ' - -------I --- ------------------------. 1 u _ (2) q V MICROLAM LVL ( 1 `g SCALE AS SHOWN DATE 8/I/2018 -- REFURB1514 EX15TING WINDOWS DRAWN BY TLD CHECKED BY RS - - ® - TITLE I ® I .5 TVCbP I EX EX \ -.._...._..........._..-- -- - i SN LO ED DF�K FRA1hING 0 \. BAY WI SEAT a I 0 ❑F STEPI _W Foundation & First Floor Plans V-2'- 4'-101 2' 0' fl 9'-4 1/2' 13'-q' 12'-4 1/2' 3'-2' 7'-4' - - - -- - ----------- ._.._...__.._........_..__._..-.. ---......- - i 4--------- Ll I I 2 3 1/2" 0-3 1/2' 0-3 1/2' 0-3 V2' 5'-6 3/4' 3 I/2 A-4 SHEET ...--------------------------------------------------- __------------------------------------- - -- ---------..._.-.-...------------------------------ --- --- I 25'-01 48'-10' ,� ------------ -.._..-..--._.... - ------------ - ---- - --- ------- - - - ------ - -- - - - -- ---_- - -.. _ _ _ .-- - -- 2 FIRST FLOOR PLAN Scale: 114' = 1'-0' A-2 PROPOSED 4 WINDOW SCHEDULE -71 �I- SYMBOL MANUFACTURER TYPE DESIGNATION VENT AREA GLASS AREA UNIT AREA EGRESS RETIARKS .' ............ ' r . tL Y I i 1 r 1 r I Y 1 1 1 r ..� 1 r r r D i 13-2 I/2 6-2 I/2 - - _ _ _ 15 5 i/2 2 82 !/2 59 89 --------_--.................- � I� ; ----- - -.... _.........-- .... _ . .._ ❑A ANDERSEN AWNING AR41 1.9 SF. 3.8 SF. 5.7 SF. NO ? a l- © ANDERSEN AWNING AR251 1.1 5F. 2.0 5F. 3.3 SF. No ai-chi'tecture, p.c. OF�W ---41 --------- -------- 6------- --�- -------------------- I -------------- ---------------------------------------- --------------- ---i © ANDERSEN DOUBLE HUNG TW18210 1.70 SF. 2.90 5F. 5.53 SF. NO P.O.BOX I254 AIviESPORT,NY 11947 i t Ra'i A-4 - ❑N ® 0 © Q i Q ANDERSEN DOUBLE HUNG TW2032 2.39 SF. 4.21 5F. 7.27 SF. NO J ......- - -- -- a - ........-----1---.._...._........------....................- - -------- PI IONE(63I)779-2832 FAX(63I)779-2833 -..- 117 -----... .- ------------�- DWN 13 EQUAL Q ANDERSEN DOUBLE HUNG TW2432 2.82 SF. 5.09 SF. 8.40 SF. NO �; �~ }915 MICkCXeAN!LVL HEADER }9J4 nlelzann NFADE3Z n ❑F ANDERSEN DOUBLE HUNG TW2852 5.75 SF. 10.48 SF. 15.14 5F. YES -........ n a - - - - - - �- ii Q ANDERSEN DOUBLE HUNG TW210510-2 14.04 SF. 25.72 SF. 36.04 5F. YES o WALK-IN CLOSET „ _ - _:- -::_ ---- _- _--- _. I i RISERS HARDWOOD FLOORING ANDERSEN DOUBLE HUNG TW3446 6.31 SF. 11.64 SF. 16.43 SF. YES ' A C is i I ❑ ANDERSEN DOUBLE HUNG TW2446 4.38 SF. 7.65 SF. 11.70 SF. NO - i ROARDWOODD FLOORROOM a [ r i -'I' I ❑K ANDERSEN CASEMENT CW135 5.7 SF. b.0 SF. 8.0 SF. YES N -- RPO ED MASTER BEDROOM Ian ANDERSEN AWNING A281 1.2 SF. 3.7 SF. 5.3 SF. NO ' _ HARDWOOD FL ING t- =--_ I ❑M AN DOUBLE HUNG TW2446 4.31 SF. 7.65 SF. 11.7 SF. NO C i 1 STEF4LO I ! ❑N ANDERSEN CASEMENT CW125 3.7 5F. 3.9 5F. 5.6 SF. NO A As�y 04'�[ 2'-O' D ---t- - --....-_........ ....._. { ....I . --.❑ ANDERSEN DOUBLE HUNG 17tJ3046 5.65 SF. 10.31 SF. 14.85 SF. YES --- ----.....-_--- --- O 0 j 1MP DOUBLE HUNG TW2436 3.18 SF. 5.73 SF. 9.23 SF. No ANDERSENnEI- I. ALL GLAZING TO BE HIGH PERFORMANCE AND LOW-E UNLESS NOTED OTHERWISE. 10'-0' 4' 15'-9' 4' 91-10' SD3'-5' co I I 1 I _.....J I � ov CL05• 'c� � II I 0 OS 00 D C`K E K 1 II 1 DOOR SCHEDULE (a)9 Xj'MICimI.APt NEADE}t ._ ., - :: -- ,--� 5"P Proposed Interior Renovation PROPOSED BEDROOM I - EXTERIOR DOORS N � COMPOSITE DECKING i _. __- �- - FASTM To TREATER WITH O OOD FLOORING i I I For: 1 mimmum V aOCSS OF?' EPOt1 RAF �^. ._- _ _-- I N C ,��-� I I 1 1 SYMBOL SIZE MANUFACTURER TYPE DESIGNATION VENT AREA UNIT AREA REMARKS A-4 i' ® m i III A'4 O 3 Q x b TNERMATRU HINGED SI400-GBGF Ib,ll SF. 19.95 SF. Salerno �rn crl I WARDWOO _ FLOORING z - -..H \UE 6Q x6 QANDERSEN DOUBLE HINGED FWH60611 34.86 SF. 40.76 SF. s1 --J COS MILLWORK I INTERIOR DOORS n e - B E' C'.' r: t� -------._. 10-4 -X 4' i'-7" 4' 5' ' '-b" N 5'-3" 4' -8" C © I I I SYMBOL 51ZE TYPE REMARKS O 9 J4 MI HEADER N L U - -- -- --- -- ----- - -- u, - + �A HINGED - � Ci - IC TILE I Q x 6$ o I = i I O 2 x 6 HINGED ' � PROPO MASTER A H 1 I I _�' �j0 �l ;4' -i 1_ `'* d i 11 C 2�x b HINGED CERAMIC TILE 21-80 �, 4 0 O i A /�� i I Q 2�x 6 HINGED ❑ ` Q [.-- ...-- PROPOSED BATH t _... - A ® CERAMIC TILE i E 2 x 6 HINGED LO to ' �.. `1 _ C.LOS. m I l` `-' 031 - 3 Q x 6 HINGED -CO �� I 4Q x 6 DOUBLE HINGED __.._- -_.__.. ----_.---- i n 268I5 Main Road o i O 2 x 6 POCKET' -. 4 ® -----------------------I ® i O 2�x 6 a POCKET Cutchogue, NY L---- ---------- --------- --------------------------- - S.C.T.M.#100-109-02-0I 5 BEDROOM COUNT NOTE K 3 x b BIFOLD 8' 4'-IO" 4'-t0' 2' 9'-5' 16'-9' I 12'-0' 10'-8' - THREE BEDROOMS EXIST PRIOR TO RENOVATION O 2Q x b POCKET REVISIONS - THREE BEDROOMS MAXIMUM AFTER RENOVATION 10-5-18 10'-br --I- 48'-10® - I. ALL GLAZING TO BE NIGH PERFORMANCE AND LOW-E, UNLESS NOTED OTHERWISE. O Revised to Shaw Addition A-4 l`l /ly O r - I_Or ` C O 1 SECOND FL PLAN Scale: v4 - 1'-0' kD A-3 PROPOSED WALL LEGEND: `a O EXISTING WALL TO REMAIN ----= EXISTING WALL TO BE REMOVED © NEW 2' X 4' WOOD FRAME WALL O 0 NEW 2' X b' WOOD FRAME WALL O LOAD BEARING WALLS 2 A-4 O NEW P.G. CONCRETE WALL I FIRE BRICK O 3'-II' I 41'-2' 3'-9' STANDARD BRICK __...-- - - -- -..._..-. -- ----- ---------------------------------------------------------....... 7 0 DROPPED MA50NRY 2'x4' PLATE FOR I - �RAFTER TO SIT ON ( - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I O II � l i Ell SEAL \ZALIGVSD � EXISTING NEW WALL WITHt'Gt R / II l � I C4 C4 ----------- -- -- EXISTING CARPET AND I I 11 2' X 4" COLLAR TIE 18 II ❑ I H I }-c Cf "-'e d t.... 4 GYPSUM BOARD To BE I I I I /� - !/ REMOVED. REPLACE ROOF I / ff 16' ON CENTER °` , J. - INSULATION AS REQUIRED - I I I I i _ ---RELOCATE EXISTING ----- ---------------------- ---- _ - ' WMDOWS IN NEW DORMER 1 I ?r II i 2 9 ' LVL RIDGE `I VERIFY EXISTING RIDGE IN FIELD Copyright 2018.S IROMSKI architecture,p.c.All rights r reserved.The Architeo reserves the right to reproduce this EX UNFINISHED AT�f-IC STORAGE P I � I design in its entire[ or:ur portion thereof.Unauthorized 1 ® 3/ !SUB-FLOOR ( ❑ 1 I g y y P A-4 alteration of these documents is a violation of the New York ' I State Education Law.These drawings and specifications are InJ', an instrument of service and are the property of the Architect. These drawings and specifications are not to be used on any --L-k------------------ -------------------------�------- --- other project,except by written permission of the Architect. r, _ I I I �� I PROJECT NO. I8-AR005 v I SCALE AS SHOWN DATE 8/I/20I8 i ALIGN NEW WALL WITH I � I II I I EXISTING I I I I X I DRAWN BY WP CHECKED BY RS --- --------------- -------------------..f-I------------------------------------ \ + II - - - - N - - - - - - - - - - - -I - - - - TITLE II I it Ili - - - - _ - - - - - - - - ==- - -I- - Second & - - - - - - - - - - - � 2'x4' F'LAT - -- -I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - 2'X4' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i Tlllr� Floor PIr�riS RAFTER TO SIT ON I I 4'-4' - - - - -- -- -- ------- - --------- I ...__.-.._-------------------------- -------------------------- ----------------------------------------------------------....-----------.........---........_.--..--- -- -- - 2 1 SHEET A-4 i ...........V_ 2 THIRD FL ALAN Scale: v4' = I'-0' 3 PARTIAL ROOF PLAN Scale: v4' = 1'-0' A-3 PROPOSED A-3 PROPOSED w 1 �a /ikTop OF RIDGE -- __ __ -- - - -- -- } (� 31'-6't S 1_R__)S K_1_ d � / d , architecture, p.c. d P.O.BOX I254 JAMESPORT,NY 11947 PHONE(63I)779-2832 FAX(63I)779-2833 MEAN AVERAGE ROOF d d d / S / r d / TOP OF PLATE __ __ __ __ 7 1/2" N 1 co TOP OF SUB FLOOR Proposed Interior Renovation LA For: 7I/2 Lj TOP of PLATE _ S a ern O Residence co4 PROVIDE BLOCKING FOR NEW 21x6" WALL TO BE FRAMING ON 70P OF FLOOR TOP OF 5U8 FLOOR 2681 S Main Road GRADE / Cutchogue, NY S.C.T.M.#I 00-109-02-0 I S REVISIONS O10-5-18 Revised to Show Addition TOP OF FOUNDATION TOP OF SLAB __ O TOP OF FOOTING 4 O SECTION Scale: 1/4' = I'-0' TABLE R4O2.4.1.1 AIR BARRIER AND INSULATION INSTALLATION MATERIAL NOTES 0 0 A-4 COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA ROOF CONSTRUCTION O 30 YR. ARCHITECTURAL GRADE ASPHALT SHINGLE O 30 L.B. FELT PAPER A CONTINUOUS AIR BARRJER SHALL BE INSTALLED 5/8' EXTERIOR GRADE PLYWOOD SHEATHING O IN THE BUILDING ENVELOPE. 1 3/4' X 9 1/2' LVL RIDGE BEAM SEE PLAN FOR NUMBER OF PLYS — —— —— _— _— THE EXTERIOR THERMAL ENVELOPE CONTAINS A AIR-PERMEABLE INSULATION SHALL NOT BE USED 2' X 8' ROOF RAFTERS @ 16' ON CENTER TO MATCH EXISTING TOP OF RIDGE' GENERAL REQUIREMENTS CONTINUOUS AIR BARRIER. AS A SEALING MATERIAL. 11 7/8" TGI PRO 560 ROOF RAFTERS @ 12' ON CENTER @ ROOF DECK O BREAKS OR JOINTS IN THE AIR BARRIER SHALL 2' X 8' CEILING JOIST @ 12' ON CENTER O 3I'-6't BE SEALED. 2' X 4' COLLAR TIES AT 16' ON CENTER PLACED 6'10' ABOVE FINISHED FLOOR PROVIDE RIDGE STRAPS AT NEW ROOF RAFTERS O THE AIR BARRIER IN ANY DROPPED PROVIDE METAL FLASHING AS REQUIRED CEILING/SOFFIT SHALL BE ALIGNED WITH THE ICE/WATER BARRIER IN ALL VALLEYS AND ROOF EDGES CEILING/ATTIC INSULATION AND ANY GAPS IN THE AIR BARRIER THE INSULATION IN ANY DROPPED CEILING/SOFFIT RAFTER TO PLATE CONNECTORS USE 'USP' MODEL NUMBERS R77 OR RTIO O SHALL BE SEALED. SHALL BE ALIGNED WITH THE AIR BARRIER. ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACE WALL CONSTRUCTION O MEAN AVERAGE ROOF SHALL BE SEALED. CAVITIES WITHIN CORNERS AND HEADERS OR O PROVIDE CEDAR SHAKE SIDING TO MATCH EXISTING OVER 15 LB FELT OR BLUESKIN AIR INFILTRATION BARRIER O 25'-9't FRAME WALLS SHALL BE INSULATED BY 1/2' EXTERIOR GRADE PLYWOOD SHEATHING WALLSWALLSo THE JUNCTION OF THE FOUNDATION AND SILL COMPLETELY FILLING THE CAVITY WITH A • 2 X 4 WOOD STUDS @ I6 ON CENTER WITH 2 X 4 SHOE AND DOUBLE 2 O PLATE SHALL BE SEALED. MATERIAL HAVING A THERMAL RESISTANCE OF R-3 X 4' TOP PLATE THE JUNCTION OF THE TOP PLATE AND THE TOP PER INCH MINIMUM. 2' X b' WOOD STUDS @ 16' ON CENTER WITH 2' X 6' SHOE AND DOUBLE 2' OF EXTERIOR WALLS SHALL BE SEALED. EXTERIOR THERMAL ENVELOPE INSULATION FOR X 6' TOP PLATE (AS SHOWN ON PLAN) IN SUBSTANTIAL CONTRACT O KNEE WALLS SHALL BE SEALED. FRAMED WALLS SHALLRAGT T AND CONTINUOINSTALLED CONTINUOUS 1/2' GYPSUM WALL BOARD ALL WALLS AND CEILINGS (MOISTURE ALIGNMENT WITH THE AIR BARRIER. RESISTANT WALL BOARD AT BATHROOMS) 5/8" TYPE 'X' GYPSUM BOARD AT GARAGE WALLS AND CEILING SEAL TOP OF PLATE 8 3/4' WINDOWS, SKYLIGHTS THE SPACE BETWEEN WIINDOW/DOOR JAMBS AND 'ANDERSEN' WINDOWS ALL WITH IMPACT RESISTANT GLASS, LOW E, AND AND DOORS FRAMING, AND SKYLIGHTS AND FRAMING SHALL ARGON GAS (SEE PLANS FOR MODEL NUMBERS, SEE ELEVATIONS FOR Ed aR BE SEALED. GRILLE PATTERNS) (� 0 PROVIDE WALL TO ROOF, WALL TO WALL, AND WALL TO FOUNDATION S t RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER. RIM JOISTS SHALL BE INSULATED. CONNECTORS AS PER SHEET W-2. ,4�-mss �0,�� FLOOR FRAMING CAVITY INSULATION SHALL BE jay yr INSTALLED TO MAINTAIN PERMANENT CONTRACT � WITH TME UNDERSIDE OF SUBFLOOR DECKING, OR R s N FLOORS (INCLUDING FLOOR FRAMING CAVITY INSULATION SHALL BE °o ABOVE GARAGE AND THE AIR BARRIER SHALL BE INSTALLED AT ANY PERMITTED TO BE IN CONTACT WITH THE TOP FLOOR CONSTRUCTION r.,, ., CANTILEVERED FLOORS) EXPOSED EDGE OF INSULATION. SIDE OF SHEATMING, OR CONTINUOUS INSULATION s s INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING FLOOR FINISHES AS PER PLAN F t4v— AND EXTENDS FROM THE BOTTOM TO THE TOP OF /jhTOP OF SO FLOOR ALL PERIMETER FLOOR FRAMING MEMBERS. 3/4 TONGUE AND GROOVE PLYWOOD SHEATHING NAILED AND GLUED 13/4 X 7 1/2 FLOOR JOISTS AT 12 ON CENTER FOR SECOND FLOOR EXPOSED EARTH IN UWIENTED CRAWL SPACES WHERE PROVIDED INSTEAD OF FLOOR INSULATION, 9 1/2' TGI PRO 230 FLOOR JOIST @ 16 ON CENTER FOR FIRST FLOOR CRAWL SPACE WALLS SMALL BE COVERED WITH CLASS I VAPOR INSULATION SHALL BE PERMANENTLY ATTACHED TOP OF PLATE 8 3/4'\' RETARDER WITH OVERLAPPING JOINTS TAPED. TO THE CRAWLSPACE WALLS. Co FOUNDATION CONSTRUCTION reserved.The ht 2018.STROMSKI architecture, All rights The Architect reserves the right to reproduce this __ DUCT SHAFTS, UTILITY PENETRATIONS, AND FLUE design in its entirety or any portion thereof.Unauthorized SHAFTS, PENETRATIONS SHAFTS OPENING TO D7ERIOR OR UNCONDITIONED (2) 2 X 60 ACQ SILL PLATE WITH SILL SEAL alteration of these documents is a violation of the New York SPACE SHALL BE SEALED. 'COP-R-TEX' TERMITE SHIELD State Education Law.These drawings and specifications are 5/8' ANCHOR BOLTS @ 36' ON CENTER MAX, AT EACH SIDE OF EVERY an instrument of service and are the property of the Architect BATTS IN NARROW CAVITIES SMALL BE CUT TO , These drawings and specifications are not to be used on any OPENING, WITNIN b TO 12 OF THE END OF EACH PLATE, AND WITHIN 12 NARROW CAVITIES FIT, OR NARROW CAVITIES SHALL BE OF EACH CORNER. other project,except by written permission of the Architect. PERMANENTLY ATTACHED TO THE CRAWLSPACE PROVIDE MOLDDOWN AS PER SHEETS W-1 AND W-2 WALLS. 8' POURED CONCRETE FOUNDATION WALLS PROJECT NO. I8-AROOS GARAGE SEPARATION AIR SEALING SMALL BE PROVIDED BETWEEN 10' X�2O, POURED CONCRETE WALL FOOTING (WITH KEY WAY JOINT) SCALE AS SHOWN DATE 8/I/2OI8 GARAGE AND CONDITIONED SPACES. 1 3/4 X 9 1/2 1.9E LVL GIRDERS (SEE PLAN FOR NUMBER OF PLIES) 3-1/2' DIAMETER (STANDARD WEIGHT) STEEL COLUMN WITH 1/4'TOP AND DRAWN BY WP CHECKED BY RS RECESSED LIGHT FIXTURES INSTALLED IN THE RECESSED LIGHT FIXTURES INSTALLED IN TME BASE PLATES RECESSED LIGHTING BUILDING THERMAL ENVELOPE SMALL BE SEALED BUILDING THERMAL ENVELOPE SHALL BE AIR POURED CONCRETE COLUMN FOOTING SEE FOOTING SCHEDULE FOR SIZES TO THE DRYWALL. TIGHT AND IC RATED. 4' POURED CONCRETE FLOOR SLAB WITH WIRE MESH TITLE DAMPROOF FOUNDATION BELOW GRADE -�h,TOP OF WB FLOOR BATT INSULATION SHALL BE CUT NEATLY TO FIT PROVIDE BOX BEAM TO SILL PLATE CONNECTORS AS PER SHEET W-2 — AROUND WIRING AND PLUMBING IN EXTERIOR PLUMBING AND WIRING WALLS, OR INSULATION THAT ON INSTALLATION READILY CONFORMS TO AVAILABLE SPACE SHALL Building EXTEND BEHIND PIPING AND WIRING. RADE `• THINSULATION NOTES119VE AIR BARRIER INSTALLED AT EXTERIOR WALLS EXTERIOR WALLS ADJACENT TO SHOWERS AND Sections 0'-0" SMOWERWTUB ON ADJACENT TO SHOWERS AND TUBS SMALL TUBS SHALL BE INSULATED. R-22 INSULATION WITH WIRE TIES AT BASEMENT CEILING ' EXTERIOR WALL SEPARATE THEM FROM THE SHOWERS AND TUBS. R-22 INSULATION AT SECOND FLOOR CEILING TME AIR BARRIER SHALL BE INSTALLED BEHIND R-30 INSULATION AT FLAT CEILINGS ABOVE SUNROOM ELECTRICAL/PHONE BOX ELECTRICAL OR COMMUNICATION BOXES OR R-21 INSULATION AT EXTERIOR WALLS ON EXTERIOR WALLS AIR-SEALED BOXES SHALL BE INSTALLED. HVAC REGISTER BOOTS THAT PENETRATE STOP OF FOUNDATION __ HVAC REGISTER BOOTS BUILDING THERMAL ENVELOPE SMALL BE SEALED TO THE SUBFLOOR OR DRYWALL. SHEET TOP OF SLAEi _ _ WHEN REQUIRED TO BE SEALED, CONCEALED FIRE +- SPRINKLERS SHALL ONLY BE SEALED IN A MANNER THAT tS RECOMMENDED BY TME /IkTOP OF FOOTING CONCEALED SPRINKLERS MANUFACTURER. CALKING OR OTHER ADHESIVE A -4 SEALANTS SHALL NOT BE USED TO FILL VOIDS 2 SECTION Scale: I/4" = I'-0" BETWEEN FIRE SPRINKLER COVER PLATES AND WALLS OR CEILINGS. A-4 I I ! , /7 I 1 i*��I.I 1. :I I ---,.1.. - �� -1 " . .., .. �i ,� � � , , � �� , " - , , I...... �'111 , ii� . . BLDG. ELEVATION NOTES: , , i, z -21-2 '��, n,,'�..�:I. 11.1, - � z �X- I V, �. ...... : gig , : i I ROOF NOTES: � �j I a W YEAR ARCHITECTURAL ROOF SHINGLES. / * �ig FLASH AT ALL ROOF BREAKS. PROVIDE .. Q r 'i-,) ,,-�� "T. --I - ." I ICE/WATER BARRIER IN All VALLEYS AND . -,� 1, . N,,-',.�`, .`/N, I F1 I ff AT ALL ROOF EDGES TO MATC14 EXISTING . , ..� I , .. . 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I -- , �7 I I L I �� I I 71 I-A �� I I I 1.1 i : : J, LI :: : : I I l . - � � i i 11 1. ; . : : I ....-- - I �'i'77. .:. . 5' ON CENTER. RAILING TO BE 1 T" i i F I I - : . I I : : : i � : i i . i � : I : 4 : � : : : : : - Proposed Interior Renovation : I : . . i i ; I� : : : : I I I I i I I 1 7 ; ; I : [ I I p m 11 I I :i : I r--i : '. : I -.......� I I -] � i I I . . ....j--. : . : � I - :�:f-- I� I I I I 'I: I I I I i �!J : I I I I - I I , t I I I �!� i. I � I I - � I -7-7` : I : : : : i I I I I i : : � : : : : � : : t I I : I I : I I � 11 I - I I I 11 I : � : : I : : : : t CONSTRUCTED 50 T14AT A 4' SPHERE I i I � : : ; I I - I ; ; I I � : : I i': I ; i ; i I I : : . : - I I I : I I I ; : : . : I : I I..." � � : I I t � � : t � : : : � 1 : : : I 111 I I . I : : : : 1 : : : : : I ------------I I....1.-I...1..1............ '--- � � - T-T-T - --1 -:----7-.:.-T.. ..- 7: t 7 ..,.:..[ . . I � I : : : I I : ! : � . . : : � : i : i -I : � 7 7 -. I` i- --.---i. n i . . 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I - . . : : : : : I I : I : : I : I : : - I I I : PROJECT NO. I8-AR005 i : I : : : � : : I I : � I I I I I I I J-[.1 I 1,I I T-T . : ... : I I i I I I I-11 -- I I � ,T--7-I I 1� I I -� ; I I I I � I Li t I i : i I I I : : : � ; i I i � I i I 7 : ] I : I �I � I I I -1 ---- I I : I : I � . : I I I I . I I : � : � T i : : i i � - I I : -- I I � : : � I : I ; I i : . : : I : : : : � : : : : I : : : I I I[I 1 . 1 J I I t t,------ - i I I I :-: I I i.�I ,.--,I : I SCALE AS SHOWN DATE � I I � I � � I t : i : . - 7-- - � : 11 . - 1 : : i : i : I .;r.; 1.I I I I I I -11 ; t : � � I : : 1 1 ; ;I :: : Ail Ih I .1�'y'l-1 I iil I I I � �i I' : i III;[ I i � m I - I : : : : - P �...J I 11 - : : : : : : : - I : IN I i : � ill 1.LTT'I I I � � I I : I 11 I I T I I I I : : i I I I I I J ii: � : : : - 11 : : � - - i ; : I . 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POURED CONCRETE WALL FOOTING : SHEET I I I I I I : i . : - :_: - --- ------ ------ -- -- --- ------- ------- -- I- - - - - - - - - - - - - - - - - - - - - - - -J . I-.... ....� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - : i i -- -- - � ------- ----- - --- ---- -- -.--- -- ----L - - - - - - - - - - - - - - - - - - - - - - - -- -- i L-- � - - �.. :-1: . A - 5 mmum= - -- I - I- : IL - I : : : : ` �ff zeull L ], f I i'- - I`- Ill t, - I I EJ 'I rff "' �,--� I - U > Lir ]i ,�i cl Z�Iu TII- I � ; : : : i i : i i ; ; ; ; ; I :. mi V I r3,**�. WEST ELEVATION Scale- 114' - I'--O' r4-"IIIIIIIIII REAR ELEVATION Scale: 114' = 11-01 VA--5 J A-5/ � I1---� ,. I 'USP' STRUCTURAL STRAP MODEL# LSTA (REQUIRED WHEN NOA All ` COLLAR TIES ARE USED WITHIN THE UPPER THIRD OF THE ATTIC SPACE @ Ib" ON CENTER) SEE MATERIAL NOTES FOR SIZES. _ ......... TOP OF RIDGE .._ - - - - - - - - - - - - - - - RAFTER TO RAFTER CONNECTION$I`_ architecture, p.c, P.O.BOX 1254 JANIESPORT,NY 11947 PHONE(63 1)779-2832 FAX(63I'779-2833 RAFTER. SEE PLAN FOR -------- r SIZES AND SPACING I w - --- RIDGE. SEE PLAN FOR SIZES LU RAFTER. SEE PLAN FOR HEADER. SEE PLAN FOR _ SIZES AND SPACING SIZES lCEILING JOIST. SEE PLAN FOR SIZES AND SPACING I 'USP' STRUCTURAL I CONNECTOR FOR RAFETR I AND STUDS THAT ARE OFFSET. MODEL# RT7/REF# H2.5/145 (585 LBS UPLIFT) � I L _ _ _ TOP OF PLATE TOP OF PLATE RAFTER TO PLATE CONNECTION RAFTER TO PLATE CONNECTION FILING JOIST. SEE PLANS { 'USP' STRUCTURAL CONNECTOR FOR SIZES AND SPACING Proposed Interior. Renovation 'USP' STRUCTURAL STRAP Salerno SEE MATERIAL NOTES FOR For.: DOUBLE TOP PLATE. SEE MATERIAL— MODEL NUMBERS (EACH STUD) I NOTES FOR SIZES HEADER. SEE PLAN FOR 'USP' STRJCTURAL (20 GAUGE MIN) LSTA MAY I, SIZES CONNECTCR FOR RAFETR BE USED TO WRAP OVER AND STUDS THAT ARE AND DOOR OPENINGS (REFER RSI- IN-LINE. fHAS R E d�IZC� II (REF THE TOP PLATE AT WINDOW 1, 142) (585 LBS UPLIFT) OR TO TABLE 3.36 ON SHEET \ RT20 (REF H7) (1105 LBS 4'-0" OR LE55 ROUGH OPENING W-1 FOR NAILING SCHEDULE) SHEATHING SEE MATERIALS UPLIFT) CAB BE USED. SEE NOTES FOR 51ZE5 t TYPE MATERIAL NOTES FOR MODEL I SEE NAILING SCHEDULE ON NUMBERS TO BE USED. i W-2 FOR FASTENING (EACH STUD) I MATERIOR AL N01E5 FOR SIZES WALL STUD. SEE FOR OPENINGS LE55 THAN AND SPACING I 4'-0" USE SINGLE JACK AND FULL HEIGHT STUD AT EACH 'USP' STRUCTURAL STRAP END. 26815 Main Road MODEL# LTW!2 (REF #LT5 12) Cutchogue, NY - (735 LB5 UPLFT) MAY AL50 'USP' STRUCTURAL STRAP BE USED AS A STUD TO RIM MODEL# LFTA6 (REF# H6) S.C.T.M.#1:00-109-02-015 JOIST CONNECTOR (UPLIFT 990 LBS) MAY ALSO BE USED AS A STUD TO REVISIONS I SINGLE SHOE. SEE MATERIAL NOTES - 'AD55' U5P CONNECTOR WITH (2) 3/4" I FLOOR CONNECTOR. CARRIDGE BOLTS FASTEN TO DOUBLE STUD. U5P' STRUCTURAL STRAP 10-5-18 FOR SIZES A 5/8" DIAMETER THREADED ROD CONNECTS O Revised to Show Addition UPPER AND LOrlER CONNECTORS. PROVIDE FOR STUDS THAT ARE BOX BEAM DOUBLE STUDS AND STRAPPING FROM ROOF OFFSET MODEL# LSTA 12 O FLOOR JOIST. SEE PLANS FOR SIZES- TO FOUNDATION AS SHOWN. I (620 LBS UPLIFT) O � O TOP OF SUBFLOOR TOP OF SUB FLOOR STUD TO STUD CONNECTION STUD TO STUD CONNECTION II BOX BEAM OR RIM JOIST. II SEE PLAN FOR DETAILS O 'USP' STRUCTURAL STRAP 11 O 'USP' STRUCTURAL STRAP MODEL# LSTA3( FOR 8" TO MODEL# L5TA30 FOR 8" TO 10" JOIST USE 15TA36 FOR O 10" JOIST USE L5TA36 FOR 12" JOIST. (REFER TO TABLE FLOOR DIAPHRAGM BRACING WITHIN 114. JOIST. (EACH STUD) 3.313 ON SHEET W-I FOR O LAST TWO BAYS OF FRAMING AT 4'-0" (REFER TO TABLE 3.313 ON NAILING S:CHEDCLE) INTERVALS SHEET W-I FOR NAILING O SCHEDULE) O DOUBLE TOP PLATE. SEE MATERIAL NOTES FOR 51ZE5 HEADER. SEE PLAN FOR O SIZES � O ADDITIONA5L 1U5P' STRUCTURAL O STRAP MODEL# LSTA 12 FOR OPENINGS GREATER THAN 4'-0" FOR OPENINGS LARGER THAN O I 4'-0" USE DOUBLE JACK AND O EXTERIOR WALL STUD. SEE MATERIAL GREATER THAN 4'-0" ROUGH OPENING FULL HEIGHT STUD AT EACH END NOTES FOR 51ZE5 AND SPACING O ADDITIONAL 'U5P' STRUCTURAL STRAP O MODEL# LSTAIS FOR 8" TO 10" JOIST 'U5P' U'.AL STRAP USE L5TA24 FOR 12" JOIST FOR SEAL MODEL# LTW1TW12(REF #LTS 12) OPENINGS GREATER THAN 4-0 Fz (735 LBS UPLIiT) MAY ALSO BE ! USED AS A STD TO RIM JOIST ED A CONNECTOR (EtiH STUD) �5 ��S TR0 -A 'AD55' USP CONECTOR WITH (2) 3/4" !i CARRIDGE BOL75 FASTEN TO ANCHOR BOLT SINGLE SHOE. SEE MATERIAL NOTES WITH 5/8" DIAr7ER THREADED ROD AND �-� (P FOR SIZES THREADED COOLING. SEE FOUNDATION PLAN � � 29168 FOR LOCATIONS PROVIDE DOUBLE STUDS AND STRAPPIN(FROM ROOF TO FOUNDATION OF IN I AS SHOWN. / I FLOOR JOIST. SEE PLANS FOR SIZES- BOX BEAM/RIM JOIST /� I Copyright 2018.S7ROMSKI architecture,p.c.All rights TOP OF SUBFLOOR TOP OF SUB FLOOR _ _ • reserved.The Architect reserves the right to reproduce this - �- — — — — design in its entirety or any portion thereof.Unauthorized STUD TO SILL CONNECTION STUD TO SILL CONNECTION alterat onof these documents is a violation ofthe New York State Education Law.These drawings and specifications are an instrument of service and are the property of the Architect. These,drawings and specifications are not to be used on any MODEL# HPAH22 4760 other project,except by written permission ofthe Architect. LBS UPLIFT) P j 2 LBS UPLIFT) RY ALSO BE LBS UPLIFTT)) USED AS A CC:NER HOLD PROJECT NO. i8-AROOS I FLOOR DIAPHRAGM GRACING WITHIN ( DOWN SEE FOIIDATION I I II II II �__-- --------- i----- — I---- --------- I -- SCALE As Noted DATE 8/I/20I8 I FL G I PLAN FOR LOGTION ---- --------- ---------------�---- -------�_-- I LAST TWO BAYS OF FRAMING AT 4'-0° GRADE I I -1 ———— —, — INTERVALS I �1 I CJJI CEJ DRAWN BY WP CHECKED BY RS GRADE USP STRUCTURAL STRAP DOUBLE TREATED SILL PLATE OVER- 5/8" ANCHOR BOLT WITH 3" SQUARE MODEL# LSTAIS (870 LBS UPLIFT) INIMUM COVER TITLE TERMITE SHIELD AND SILL SEAL. SEE BEARING PLATE WASHERS EVERY 36" I FOR 8" TO 10" JOIST USE LSTA24 FOR REBAR MATERIAL NOTES FOR SIZES ° (q80 LBS UPLIFT) FOR 12" JOIST. 4 #4 CONTINUOUS REBAR SET I (EACH STUD) (REFER TO TABLE 4" BELOW TOP OF WALL. #q CONI1N000 REBAR SET 3.35 ON SHEET W-1 FOR NAILING POURED CONCRETE FOUNDATION OR 4" BELOW TOFOF WALL. I SCHEDULE) Detail Wall MASONRY BLOCK FOUNDATION. SEE a FOUNDATION PLAN FOR SIZES. I 'USP' STRUCTURAL Section CSC I CONNECTOR MODEL# MP4FIREF# LTP4 (00 LBS Elevation UPLIFT) EVERY 36" ° 5/8" ANCHOR BOLT WITH 3" SQUARE BEARING PLATE WASHERS EVERY 36" SHEET 4 °a 4° TYPICAL WALL SE .ToN sale: 3/4" = I'-0" 2 TYPICAL WALL ELEVATION Scale: 3/4" = I'-0" W _ 9FRAMING AND CONNECTOR DETAIL FRAMING AND CONNECTOR DETAIL L TABLE 3.4 TABLE R301 .2.1 .2 TABLE 3.6 TABLE 3.1 NAILING SCHEDULE FASTEST MILE RIDGE CONNECTION REQUIREMENTS 3-SECONDSSPEED T (MPSIIGUD WOOD BORNE DEBRIS PROTECTION FASTENING UPLIFT STRAP CONNECTION WIN1)SPEED (130 MPH) ( ) qtr � `, � /� -� • �- JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING SCHEDULE FOR WOOD STRUCTURAL PANELS A,B,C,1) REQUIREMENTS EXPOSURE EXPOSURE FOR WIND (DL ASSUMPTIONSBc : 10 PSF) 130 �1��ehii.:.'�:tt�rx ��.�. Il COMMON NAILS BOX NAILS 8D COMMON FASTNER SPACING NUMBER NAILSN EAF FT EACH END OROOF PITCH ROOF SPAN REQUIRED CAPACITY OF RIDGE FRAMING SPACING (IN.) ROOF SPAN (FT.) I 114 20 GAGE 57RAP',2 ( ) CONNECTIONS (PLF) ''''3'' P.o.BOX T254JAMFSPOR�r,N�'11947 ROOF FRAMING 4 FOOT LESS PANEL 6 F00T LESS PANEL PHONE 631.779-2,832 FAX 631`779-2833 FASTENER TYPE PANEL SPAN LE55 THAN OR EQUAL TO 4 FOOT SPAN LE55 THAN OR SPAN LESS THAN OR 12 136 RAFTER TO TOP PLATE (TOE NAILED) SEE TABLE 3AA SEE TABLE 3AA PER RAFTER EQUAL TO 6 FOOT EQUAL TO 8 FOOT 12 1 2 3:12 16 182 CEILING JOIST TO TOP PLATE (TOE-NAILED) SEE TABLE 3.4A SEE TABLE 3AA PER J015T 16 1 2 20 227 #8 WOOD SCREWS 20 2 2 24 272 CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) SEE TABLE 3.9A SEE TABLE 3.9 W/ 2A EACH LAP „ EMBEDMENT 16" lo" 8" 12 24 2 3 28 318 CEILING J015T LAPS OVER PARTITIONS (FACE-NAILED) SEE TABLE 3AA SEE TABLE 3AA EACH LAP 28 2 3 32 363 COLLAR TIE TO RAFTER (FACE-NAILED) SEE TABLE 3.6 SEE TABLE 3.6 PER TIE #10 WOOD SCREWS II „ 32 2 3 36 409 BLOCKING TO RAFTER (TOE-NAILED) 2-8D 2-10D EACH END W/ 2" EMBEDMENT 16 12 9 36 2 3 12 113 RIM BOARD TO RAFTER (END-NAILED) 2-16D 3-16D EACH END Y" LAG SCREW ANCHOR 16" 16" 16° 4:12 2 0 150 W/ 2 EMBEDMENT 188 24 226 WALL FRAMING FOR 51: 1 inch= 25.4mm, I foot=304.6mm, I pound=4.448 N 12 2 2 28 263 2-160 2-160 PER FOOT I mile per hour=0.447 m/s 16 2 3 32 301 TOP PLATE TO TOP PLATE (FACE NAILED) A. THE TABLE 15 BASED ON 180 mph ULTIMATE WIND SPEEDS, 140 mph, AND A 33 foot. MEAN ROOF 20 2 3 36 338 TOP PLATE AT INTERSECTIONS (FACE NAILED) 4-16D 5-16D JOINTS-EACH 51DE HEIGHT 16 24 2 3 12 88 2-161) 2-160 " 28 2 4 16 STUD TO STUD (FACE NAILED) 24 O.C. : 118 B. FASTNERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. 32 2 4 20 147 HEADER TO HEADER (FACE NAILED) 160 160 16„ 512 O.C. ALONG EDGES FASTNERS SHALL BE LOCATED NOT LESS THEN 1" FROM EDGE OF THE PANEL. 36 3 q TOP OR BOTTOM PLATE TO STUD (END-NAILED) (SEE TABLE 3.5A) (SEE TABLE 3.5A) PER STUD 24 177 28 206 BOTTOM PLATE TO FLOOR JOIST BANDJOIST ENDJO15T OR BLOCKING (FACE-NAILED) 2-160''2 2-16D''2 PER FOOT C. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN EMBEDMENT LENGTH 32 236 ' ' OF NOT LE55 THAN 2" INTO THE BUILDING FRAME. FASTNERS SHALL BE LOCATED NOT LESS THAN 2.5" 36 265 FLOOR FRAMING FROM THE EDGE OF CONCRETE BLOCK OR CONCRETE. 16 2 3 16 81 Proposed Interior Renovation D. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING 20 3 4 6'12 20 135 For:108 ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS THAN 24 132 J015T TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-8D 4-I0D PER J015T 1,500 LBS. 24 24 3 5 l BRIDGING TO JOIST (TOE-NAILED) 2-8D 2-I0D EACH END 28 3 5 28 188 Salerno 32 3 b 32 215 BLOCKING TO JOIST (TOE-NAILED) - 2-10D EACH END 36 4 6 36 242 BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16D 4-16D EACH BLOCK 12 76 3-16D 4-16D EACH J015T , 7:12-12:12 16 102 Residence LEDGER STRIP TO BEAM (FACE-NAILED) PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4. 20 127 JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8D 3-IOD PER JOIST z 24 153 BAND J015T TO JOIST (END-NAILED) 3-16D 4-16D PER J015T TABLE 3.9A TABULATED UPLIFT REQUIREMENTS ASSUME AROOF/CEILING DEAD LOAD OF 28 178 BAND J015T TO SILL OR TOP PLATE (TOE-NAILED) 2-IGD' 3-I6D' PER FOOT 9p5f (0.60x15 psf=9 psf)). IF A CEILING ASSEMBLY 15 NOT PRESENT OR IF THE 32 204 RAFTER/CEILING JOIST HEEL JOINT ROOF LIVE LOAD GROUND SNOW LOAD CEILING A55EMBLY 15 NOT CONNECTED TO THE ROOF ASSEMBLY, THE 36 229 ROOF SHEATHING TABULATED NUMBER OF NAILS SHALL BE INCREASED BY I NAIL AT EACH END CONNECTION REQUIREMENTS 20 PSF 30 PSF OF THE STRAP. 'TABULATED CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70 FOR ROOF SPAN (FT) 3 FRAMING NOT LOCATED WITHIN 8 FEET OF BUILDING CORNERS. MINIMUM ASTM A653 GRADE 33 STEEL STRAP. WOOD STRUCTURAL PANELS 8D IOD (SEE TABLE 3,10) 12 24 36 12 24 36 2 TABULATED CONNECTION REQUIREMNT5 ARE BASED ON TOTAL UPLIFT MINUS THE ROOF DIAGONAL BOARD SHEATHING FOR JACK RAFTER UPLIFT CONNECTIONS, USE A ROOF SPAN EQUAL TO RAFTER SLOPE RAFTER SPACING (IN.) REQUIRED NUMBER OF I6D COMMON!R 40D BOX NAILS PER HEEL TWICE THE JACK RAFTER LENGTH. THE JACK RAFTER LENGTH INCLUDES THE ASSEMBLY DEAD LOAD OF 6 PSF (0.6 x 10 PSF = 6PSF) I"x6" OR I"x8" 2-8D 2-10D PER SUPPORT JOINT CONNECTION OVERHANG LENGTH AND THE JACK SPAN. TABULATED CONNECTION REQUIREMENTS ARE BASED ON A 12 INCH RIDGE CONNECTION I"xl0" OR WIDER 3-8D 3-IOD PER SUPPORT 12 3 5 8 3 6 9 EXP05URE IV - STANDARD RURAL AND SUBURBAN LOCATIONS SPACING, FOR DIFFERENT RIDGE CONNECTION SPACING, MULTIPLY THE TABULATED VALUES BY .12 16 4 8 12 50 iCEILING SHEATHING 19.2 1 s EXPOSURE "C" - ANY LOCATION WITHIN I MILE OF COAST LINE THE APPROPRIATE MULTIPLIER BELOW: 26815 Main Road 24 5 10 15 c 12 18 RIDGE CONNECTION SPACING IN. 12 1 16 1 19.2 124 145 GYPSUM WALLBOARD 5D COOLERS 5D COOLERS7" EDGE/ 10" FIELD MULTIPLIER 1.00 1.33 1.60 2.00 4.00 Cutchogue, NY WALL SHEATHING 4:12 Ib 3 5 8 3 6 q FOR JACK RAFTER UPLIFT CONNECTIONS, USE A ROOF SPAN EQUAL TO TWICE THE JACK RAFTER S.C.T.M.##I00-109-02-0I5 Iq.2 3 6 q 4 7 11 LENGTH. THE JACK RAFTER LENGTH INCLUDES THE OVERHANG LENGTH AND THE JACK SPAN. 24 4 8 11 5 q 13 REVISIONS STRUCTURAL PANELS 8D IOD (SEE TABLE 3.11) 12 3 3 5 3 4 6 FIBERBOARD PANELS5.12 16 3 4 6 3 5 7 10-5-18 1] GA. GAL. ROOFING NAIL _ O Revised to Show Addition 1q.2 3 5 7 3 6 q I I/2° (0.120"xi-1/2"LONGx7/16"HEAD) 3" EDGE/ b" FIELD 24 3 6 q 4 7 II 25/32" (OG2 GAL. A3 4"LROOFING Gx3/8""HEAD) - 3" EDGE/ 6" FIELD TABLE 3.4A O 12 3 3 4 3 3 4 7:12 I6 3 3 5 3 4 5 GYPSUM WALLBOARD 5D COOLERS 5D COOLERS 7" EDGE/ 10" FIELD Iq.2 3 4 5 3 4 6 O HARDBOARD 8D SD (SEE TABLE 3.11) 24 3 5 7 3 5 6 RAFTER/CEILING JOIST TO TOP PLATE FASTEST MILE WIND PARTICLEBOARD PANELS 8D 8D (SEE MANUFACTURER) 12 LATERAL I6 3 3 4 3 3 4 LA AN A SPEED (MPH) O DIAGONAL BOARD SHEATHING qw.2 3 3 4 3 4 5 L D SHEAR R CONNECTION 0 I"x6" OR I"x8" 2-81) 2-81) PER SUPPORT 24 3 4 5 3 4 (0 REQUIREMENTS 120 130 14C I"xl0" OR WIDER 3-8D 3-81) PER SUPPORT 12 3 3 3 3 3 3 O 12:12 16 3 3 3 a 3 3 O FLOOR SHEATHING Iq.2 3 3 3 3 I 3 4 RAFTER/CEILING JOIST WALL HEIGHT (FT NUMBER OF BD COMMON NAILS OR IOD BOX NAILS (TOE-MAILED) 24 3 3 4 3 3 5 .) REQUIRED IN EACH RAFTER AND/OR CEILING J015T To TG? O SPACING (IN.) PLATE CONNECTION1,2A4 STRUCTURAL PANELS 'HEEL J015T CONNECTIONS ARE NOT REQUIRED WHEN THE RIDGE 15 SUPPORTED BY A LOAD BEARING WALL, O 8 2 2 3 I" OR LESS 8D IOD 6" EDGE/ 12" FIELD HEADER OR RIDGE BEAM DESIGNED TO RE51ST THE APPLIED LOADS. 12 2WHEN INTERMEDIATE SUPPORT OF THE RAFTER 15 PROVIDED BY VERTICAL STRUTS OR PURLINS TO A LOAD 10 2 2 3 O GREATER THAN I" IOD IGD 6" EDGE/ 12" FIELD BEARING WALL, THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE REOUCFD DIAGONAL BOARD SHEATHING PROPORTIONALLY TO REDUCE IN SPAN. 16 8 2 3 3 O n " I 2-SD 2-!oD PER SUPPORT ; EQUIVALENT CONNECTIONS ARE REQUIRED FOR CEILING JOIST TO CEILING J015T LAP SPLICES } 10 2 3 3 I x6 OR I x8 TABULATED HEEL JOINT CONNECTION REQUIREMENTS DO NOT INCLUDE THE ADDITIONAL WEIGHT OF CEILI.G I"xl0" OR WIDER 3-8D 3-I0D PER SUPPORT ASSEMBLY O e TABULATED HEEL JOINT CONNECTION REQUIREMENTS ASSUME CEILING JOISTS OR RAFTER TIE5 ARE 24 8 3 4 5 NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON-CENTER AT THE PANEL EDGE. ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING 15 LOCATED AT THE BOTTOM OF THE ATTIC SPACE. WHEN CEILING J015T5 OR RAFTER TIES ARE LOCATED HIGHER 10 1 3 4 5 REDUCED. FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 3 INCHES ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NALING REQUIREMENT FOR STRUCTURAL IN THE ATTIC SPACE NO ATTIC STORAGE IS ASSUMED AND THE TABULATED HEEL JOINT CONNECTION MEMBERS SHALL BE DOUBLED, OR ALTERNATIVE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. REQUIREMENTS SHALL BE INCREASED BY THE FOLLOWING FACTORS: ' PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4. O CEILING HEIGHT / TOP PLATE TO RIDGE HEIGHT ADJUSTrENT FACTOR 2 2 WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-I6D NAIL PER FOOT. 1/2 2.00 WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS, THE SUM OF THE TOENAILS IN THE RAFTER O 1/3 1.50 AND CEILING J015T SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED 1/4 1.33 O I/5 1.25 1/6 1.20 3 T AVOID SPLITTING, NO MORE THAN 2 TOENAILS SHALL BE INSTALLED IN EACH SIDE OF RAFTER OR O 1/10 1.11 CEILING JOIST WHEN FASTENED TO A 2x4 TOP PLATE OR 3 TOENAILS IN EACH SIDE WHEN FASTENED TO A 2x6 I TOP PLATE O WHERE TOP PLATE-TO-RIDGE HEIGHTS EXCEED 10', THEY SHALL BE ADJUSTED AS FOLLOWS: WALL HEIGHT 8' 10' SEAL TOP PLATE TO ADJUSTMENT FACTOR RIDGE HEIGHT (FT) 10' 1.00 1.00 ED A&C 15' 115 1.25 GIRDER SEE PLANS FOR SIZES � TYPE I0 20' 1.40 1.50 ��' �tiP1 ST BAY.OF MODEL# P6544 REF# AG4 (UPLIFT 1815 LBS), MODEL#029169 PBS66 (REF# ACG) (UPLIFT 1815 F N_ LBS) SEE PLAN FOR SIZES. 4X4 ACO POST, GX6 AGO I I/2" SPACING A A reserved.Tight he Architect r018. e erves the riMSKI ght to reproduce this rights POST. SEE PLAN FOR design in its entirety or any portion thereof.Unauthorized SIZES TYPE. INSTALLATIONALLLDDOWN alteration of these documents is a violation of he New York ENDWALL State Education Law.These drawings and specifications are BLOCKING MODEL# PA44 (REF# an instrument of service and are he property of the Architect. A644), MODEL# PAGGE These drawings and specifcai ions are not to be used on any other project.except by written permission of he Architect. (REF# A66E) SEE PLAN CORNER STUD CONNECTED FOR SIZES. TO TRANSFER SHEAR 'AD55' USP CONNECTOR WITH PRoTEc'F'NO. 18=00-ST- GRADE S-ARoos c 11 GRADE 5/8" DIAMETER ANCHOR BOLT SCALE As Noted DATE 8/1/2018 d I AND (2) 3/4" CARRIDGE LAST TWO �° I BOLTS. SEE FOUNDATION BAYS OF J PLAN FOR LOCATIONS 2-I6D COMMON NAILS AT FRAMING DRAWN BY WP CHECKED BY RS 6" O.C. 5/8" DIA. ANCHOR BOLT TITLE WITH lo" MINIMUM EMBEDDED LENGTH INTO ° CONCRETE 10 JOISTS Tables, c Schedules and ° Diagrams�n BLOCKING AT 4'-0" n INTERVALS ° SECTION A-A SHEET TYPICAL P®15T SECTION Scale: 3/4" _ -O" 2 CORNER HOLD-DOWN Scale: 3/4" = I'-0" 3 TYPICAL FLOOR AND ROOF BRACING Scale: 1/2" = 1'-0" FRAMING AND CONNECTOR DETAIL SEE FOUNDATION PLAN FOR LOCATION AT END WALLS } g L ......,._. 0 ED ADDITI N/ALTERATIO I OR ) •4�.{kL�'0�'d�,�.,, I PR I r7l -10000% MrMr 5"fi, _ . architecture, p.c. ® o6- 1c a 1, P.O.BOX I254 JAMESPORT,NY 11947 Neve York 26815Main Road, Cutchogue, PHONE(63I)779-2832 FAX(63I)779-2833 SCHEDULE OF ABBREVIATIONS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA A.D. ASH DROP SEISMIC SUBJECT TO DAMAGE FROM ICE 5HIELD A.F.F. ABOVE FINISH FLOOR GROUND WIND SPED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN WINTER DESIGN UNDERLAYMENT FLOOD BM. BEAM SNOW LOAD (MPH) EFFECTS REGION DEBRIS ZONE WEATHERING FROST LINE DEPTH TERMITE DECAY TEMPERATURE REQUIRED Ham` ' BRG. BEARING CATEGORY G.J. CEILING JOIST MODERATE SLIGHT TO C.F.M. CUBIC FEET PER MINUTE 25 130 YES YES I B SEVERE 36' TO HEAVY MODERATE 15 YES WA CLO5 CLOSET C.O. CLEAN OUT CON. CONCRETE C.M. CARBON MONOXIDE DETECTOR CSMT. CASEMENT C.T. CERAMIC TILE D. D.N. DDOUBR HUNG ro Proposed Interior Renovation DIA. DIAMETER N 58°32'10"E 57.00' For: TABLE OF CONTEPL D.J. DECK JOIST w FLOOR AREAS EXISTING pJ20PO5ED ADDITION TOTAL DN. DOWN V,IN 1 Salerno Cover - PROJECT INFORMATION FIRST FLOOR SQUARE FOOTAGE - 1,036 SOFT. 7 4 SOFT. 1,541 SOFT. DW. DISHWASHERF.A.I. FRESH AIR INTAKE A-I - DEMOLITION PLAN SECOND FLOOR SQUARE FOOTAGE - 782 SQFT. 488 SOFT. 1,270 SOFT. F.D. FLOOR DRAIN A-2 - FOUNDATION E FIRST FLOOR PLAN TOTAL LIVING AREA - 1,818 SWT. 1,239 SOFT. 2,811 SOFT. FDN. FOUNDATION A-3 - SECOND FLOOR t THIRD/ROOF PLAN F.J. FLOOR JOIST Residence A-4 - SECTIONS FP.S.C. FIREPROOF, SELF-CLOSING A-5 - ELEVATIONS FTG. FOOTING r E-1 - ELECTRICAL PLANS FXD. FIXED W-1 - DETAIL WALL SECTION AND ELEVATION GALV. GALVANIZED W-2 - TABLES, 5CHEDULI'.S AND DIAGRAMSPRESCRIPTIVE DESIGN METHODS GL. GLA55 cs N.B. HOSE BIBB , 130 MPH WIND ZONES H.C. HANDICAPPED HDR. HEADER H.M. HOLLOW METAL INFORMATION TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO - K.5. KITCHEN SINK m D FAMILY DWELLINGS (2001 EDITION) LAV. LAVATORY -p L.G. LINEN CLOSET ALL TABLES, FIGURES, AND SECTIONS REFERRED TO BELOW CAN BE FOUND ON SHEETS MECH. MECHANICAL z OT W-1 AND W-2. MIN. MINIMUM MAX. MAXIMUM DESIGN LOADS I. FLOOR AND ROOF DIAPHRAGM BRACING REQUIRED. PERPENDICULAR BLOCKING AT W-0' MLDG. MOULDING INTERVALS (MATCHED WITH SUBFLOOR EDGES) MUST BE PROVIDED WITHIN THE LAST TWO M.O. MASONRY OPENING co _ 2681S Main Road USE LIVE LOAD ELB/SQFTJ DEAD LOAD MSQFT.7 BAYS OF FLOOR AND ROOF DECK SHEET W-1 DRAWING 2. O.C. ON CENTER ACT / o 1 Cutchogue, NY EXTERIOR BALCONIES 60 10 2. UPLIFT CONNECTIONS REQUIRED AT EACH RAFTER, JOIST, AND STUD CONNECTIONS. O.H. OVERHEAD S.C.T.M.#I 00-I 09-02-0 I S PROVIDE 1-114' X 20 GAUGE METAL STRAP FASTENED AS PER SHEET W-1 TABLE 3.3B AND P.C. POURED CONCRETE DECKS 40 10 DRAWINGS ON SHEET W-2. R. RISER RAD. RADIUS ^ PASSENGER VEHICLE GARAGES 50 10 REF. REFRIGERATOR 6' REVISIONS 3. LATERAL AND SHEAR FRAMING CONNECTIONS MUST BE IN ACCORDANCE WITH THE Revised to Show Addition ATTICS WITHOUT STORAGE 10 10 NAILING SCHEDULES OF SHEET W-1 TABLE 3.1, 3.3A. REINF. REINFORCED �� 10-5-18 O R.F. RESILIENT FLOORING ATTICS WITH STORAGE 20 10 4. HOLDDOWN ANCHORS TO BE PROVIDED AT THE CORNERS AS PER FOUNDATION PLAN R.R. ROOF RAFTER = 9-9-19 ROOMS OTHER THAN SLEEPING ROOMS 40 10 SHEETA-2 AND SHEET W-1 DRAWING I. ANCHOR BOLTS ARE EMBEDDED IN THE S.D. 5'IOKE DETECTOR SN. t PL. SHELF t POLE 2 Revised Basement Framing 9-12-19 Revised as FOUNDATION.AND BROUGHT UP THROUGH THE SILL PLATE. O � Building Dent. Comments SLEEPING ROOMS 30 10 SNWR. SHOWER -- � Cn O per SOFT. SQUARE FEET O STAIRS q0 10 5. ROOF, WALL AND FLOOR SHEATHING FASTENING SCHEDULES ARE PROVIDED ON SHEET TtG TONGUE t GROVE N 58`32'10"E 35. 0' N C W-1 TABLE 3.1. GUARDRAILS AND HANDR4ILS 200 10 T.C. TERRA COTA - TEMP. TEMPERED GLASS "r'" O b. ROOF CLADDING AND WALL CLADDING TO BE FASTENED AS PER MANUFACTURER'S ��' ,r�� GUARDRAILS IN-FILL COMPONENTS � SPECIFICATIONS. T.O. TRIM OPENING .�. 7YP. TYPICAL O FIRE ESCAPES 40 10 7. RIDGE STRAPS ARE TO BE PROVIDED WHEN COLLAR TIES ARE NOT PLACED WITHIN THE0-)V.I.F. VERIFY IN FIELD UPPER 1/3 Or THE ROOF FRAMING. STRAPS TO BE FASTENED AS PER TABU: 3.4 ON SHEET W WASHER W O W-2. W.C. WATER CLOSET J WD. WOOD 8. ALL S1Te",PP'NG CAN BE INSTALLED OVER SHEATING ONLY IF THE FASTENERS IDENTIFIED W.F. WATER FOUNTAIN O IN THE MILIN C SCHEDULES ON SHEET W-2 ARE INCREASED IN SIZE AND LENGTH BY THE W.H. WATER HEATER WIDTH OF THE SHEATING SUBSTRATE BEING USED. W.I. WALK-IN ; O W.W.F. WELDED WIRE FABRIC --- - m O c� O a � O ON �_n N 0 O O O O PROPOSED -° - SEAL 575 S.F. DECK PROPOSED r. \ } OUTDOOR _ _ ?•. SHOWER 7f� \ O r. SEP PROPOSED 2 STORY 1,367 S.F. ADDITION — - i ,AM i Copyright 20I8.STROMSKI architecture,p.c.All rights F'Lreserved.The Architect reserves the right to reproduce this design in its entirety or any portion thereof.Unauthorized 33 alteration of these documents is a violation of the New York EXISTING 2 State Education Law.These drawings and specifications are STORY W00 __ an instrument of service and are the property of the Architect. FRAMED These drawings and specifications are not to be used on any HOMEother project,except by written permission of the Architect PROJECT NO. I8-AR005 SCALE AS SHOWN DATE 8/1/2018 O DRAWN BY TLD CHECKED BY RS TITLE S 8°32 10"W 92.00i' Project Information i SITE PLAN Sale: 1/4" = 1'-0' Cover SHEET Cover e� 111 :Z01 OSII--� ON/A] i E]LxA , I ON 1, OIR architecture, p.c. d MMr0 0 aj.- rj... 1 P.O.BOX I254 JAMFSPORT,NY 11947 26815 Main Road Cutchogue, New YorPHONE(63I)779-2832 FAX(63I)779-2833 r- _____ -_ FJJ III II � Proposed Interior Renovation III I For: BEDROOM I BEDROOM ,I Salerno Residence � S.D. — I I S.D. S.D. MASTER BATH 2681S Main Road L ———— ——— — —Ir— —— — — � L= =J II I I � Cutchogue, NY I �� ° ® I�' S.C.T.M.#I00-I09-02-0I5 r -1II � S.D. I� I ° BEDROOM I� REVISIONS \ BATH I I O Revised to Show Addition \ / / O Revised Basement Framing � ) I I;( ° 9-12-19 Revised as per u _ _ / O Building Dept. Comments -- - - - O O O O O O t EX. SECOND FLOOR DEMO scale: 114" = P-o" O A-I O O O �\ II II F-- - SUNROOM KITCHEN ENTRY SEAL III , *� ti �� I � III ; �:,�'�,/'c`��_-•`r" ;`,,,%� 41 LAUNDRY L' n I Copyright 20I8.STROMSKI architecture,p.c.All rights ( ( I ( II reserved.The Architect reserves the right to reproduce this I POWDERROOM I alteration of these documents is a violation of the New Y L York ( —- I State Education Law.These rawings and specifications are L————— — I I II an instrument of service and are the property of the Architect These drawings and specifications are not to be used on any i_L ti DINNING ROOM LIVING ROOM other project,except by written permission of the Architect. II PROJECT NO. I8-AR005 SCALE AS SHOWN DATE 8/I/20I8 II DRAWN BY TLD CHECKED BY RS II TITLE Owe II u II Demolition Floor Plans 2 EX. FIRST FLOOR DEMO scale: 114' - P-0" SHEET A-I A - 1 2WINDOW SCHEDULE A4 / ,. � // SYMBOL MANUFACTURER TYPE DESIGNATION VENT AREA GLASS AREA UNIT AREA EGRESS REMARKS ; 3'-q' 2'-7 3/8' 3'-7 5/8' 3'- I/2' /// 15'-4 I/2' 30'-I" EXISTING ❑A ANDERSEN AWNING AR41 I.q SF. 3.8 5F. 5.7 SF. NO � ' .0 ur ANDERSEN AWNING AR251 1.1 SF. 2.0 SF. 3.3 SF. NO ` &ERIMETER STUD WALL TO FLOOR JOISTS NOTCHED j PROVIDE ESCAPE WELL WITH A BE LOAD BEARING. FRAMING DWG I SHEET A-4 © ANDERSEN DOUBLE HUNG TWI8210 1.70 SF. 2.90 SF. 5.53 SF. NO MIN. FLOOR AREA q SQ.FT AND // / / JOISTS.TIGHT TO UNDERSIDE VERTICAL LADDER F REQUIRED. © ANDERSEN DOUBLE HUNG TW2032 2.3q SF. 421 SF. 7.27 SF. NO r4 - - ❑E ANDERSEN DOUBLE HUNG TW2432 2.82 SF. 5.09 SF. 8.40 SF. NO architecture,J 2.C. LEDGER NOTE: / I - FI ANDERSEN DOUBLE HUNG TW2852 5,75 5F. 10.48 SF. 15.14 5F. YES TEMPERED LEDGER BOARD FASTENED WITH / - - - - _ AGP I'-f0 t F2 ANDERSEN DOUBLE HUNG TW2852 5.75 SF. 10.48 5F. 15.14 SF. YES 3/8 DIAMETER LAG BOLT'S / - f _ --------------------- P.O.BOX I254 JAMESPORT,NY 11947 STAGGERED TOP AND BOITOM / I I O I G❑ ANDERSEN DOUBLE HUNG 1 W2I0510-2 14.04 SF. 25.72 SF. 36.04 SF. YES TEMPERED PHONE(63I)779-2832 FAX(63I)779-2833 EVERY 321. PROVIDE JOIST /// 1 I E LL i ,, CONCRETE SHELF PATCH EXISTING 1 EXISTING ELECTRICAL I HANGERS WHERE JOISTS MEET/ ,-' I " FLOOR FROM PANEL TO BE 1 ANDERSEN DOUBLE HUNG TW3446 6.31 SF. 11.64 SF. 16.43 SF. YES LEDGER. / ��!,-'� I BE 44 AX A.F.F �, I I BASEMENT STAIR RELOCATED LINE OF COVERED 9'-1' 5'-6' Tn 411 12'-4' u " ❑J ANDERSEN DOUBLE HUNG TW24410 4.62 SF. 8.28 SF. 12.52 SF. YES �° 4 I EXTERIOR PORCH 70 I P-1 I Izo I I I REMAIN i ANDERSEN CASEMENT CW135 5.7 SF. 6.0 SF. 8.0 SF. YES r,)'ERIETER ' a ; ANDERSEN AWNING A281 1.2 5F. 3.7 5F. 5.3 5F. NO 1 011111111111 PLAY AREA ' F� o ' ❑P_I WALL TO w I N I M ANDk7tSEN DOUBLEHUNG TM446 4.31 SF. 7,65 SF. 11.7 SF. NO . FRAMING 14'-4' q'-2' I (Da b u� �S I ❑ USE�5"r.5TAIN�DERSIDE I I- I ~ N ANDERSEN CASEMENT CH125 3.7 SF. 3.9 5F. 5.6 5F. NO PANEL AS WMaz�. I Til PRO 230 q ' I I I� I I I ❑0 ANDERSEN DOUBLE HUNG TW3046 5.65 SF. 10.31 SF. 14.85 SF. YES I FLOOR J01 @ I6 0/G I I I ' AREA I ofSTEEL � © ANDERSEN DOUBLE HUNG TW2436 3.18 SF. 5.73 SF. q.23 SF. NO FLOOR JOISTS ED `�' to I . ' I `� 10'-6'x14'-0" 1 " " STEEL I. ALL GLAZING TO BE HIGH PERFORMANCE AND LOW-E UNLESS NOTED OTHERWISE. I DWG I SHEET A- LOCUST I NEW 2x4 WALL FRAME , P-1 ` 1P-2 1 I '•` 7'-7 4't ?i f_2� F-2 -1 �- - -I I 10 DIRECTLY A Et ABOVE S BELOW BEARING 1 2. FIRST E SECOND FLOOR HEADER HEIGHTS TO MATCH EXISTING IN MAIN HOUSE, 6'-II' HEAD HEIGHTS IN SUNROOM I _ _ _3 1 _ _M 15, I • '• ' BASEMENT TO REMAIN S1( p I i i 3 r 9F'-FLU51•�RDER AS IS - UNFINISHED I DOOR SCHEDULE I I 'ao1) F-1 o I I �1 I 9'-b" 'r - J 5' 1 ' �- ,1 CUT EXISTING CONCR I I AIN's- EXTERIOR DOORS to 1 A I , I I` , I_ FOUNDATION WALL FOR " A-4 i o A-4 I I - RI -� t/!!�`�+ 6 5 I/4 �2 PROPOSED MAN DOOR, EXISTING 2 X 8 FLOOR J015T I N SYMBOL SIZE MANUFACTURER TYPE DESIGNATION VENT AREA UNIT AREA REMARKS I I I I @ I6' ON CENTER Q a I I PROVIDE J0157 HANGERS AT M - I 1 O 3 x 6 THERMATRU HINGED 51400-GBGF 16.11 SF. Iq.% SF. Proposed Interior Renovation I I I FLUSH CONDITI S TYP. '� L �F_�4) I � X 9� )bROP GI I I I Q ll 2'xB' ACQ DECK JOISTS @ 12' O.G _ I L_ o LOCUST EXISTING WORK BENCH I 0 6 x 6 ANDERSEN DOUBLE HINGED FWN6068 33.58 SF. 39.34 SF. B o I IO LOCUST To REMAIN I For: 1 '� 1 _ Y "' I 3 - STEEL 15TEEL ; INTERIOR DOORS P-1 , P-2 , N 5 - , ; ; SYMBOL SIZE TYPE REMARKS Salerno �r F-I ri - o I _ i A 1 t x 6$ HINGED o O I 1_ " 'w S- V- " N PROVIDE BLOCKING IN FLOOR CAVITY FOR I 2 4 4 8 a m, 12 6 NEW 'X6" WALL ABOVE I I i Residence I FUR WALL 0 8 FOR O 2 x 6 HINGED v' i 4 SI SI Y� MACERATI SYSTEM. a BATF :s 53 `i+ I N SAW GUT EXISTING CONCRETE ''� ' O 2 x 6 HINGED I I I PROVIDE A E55 DOOR N �_ N I b i FOUNDATION WALL FOR I E s! I I TO UNIT. 4 8x4-8 GYM AREA x 1 I I OD 2 x 6 HINGED ((�� u_ %a PROPOSED BILCO DOOR. SEE j NI II '. .` I 1 PROPOSED I !Z Q C4 CNv DOOR SPEC. FOR SIZE. ELECTRICAL PANEL I O 11P-I lP-2 I = . .., i - - -------------------� F 3Qx 6 4 HINGED 14' 3' 4' 0"t M.O.M 0 10' 4' �� - - - - I 1 O I I ' \ n I l P-I P-I 1 (2) Y4" X II �' DROP GIRbER O b x 6 DOUBLE HINGED I ��J ` PERIMETER STUD WALL TO ` I - - - I O 2 x 6 POCKET OV �I BE LOAD BEARING. FRAMING 1 - - - - - '; EGRESS SILL TO :I I 1 $cl n BE 44' MAX A.F.F = c TO BE TIGHT TO UNDERSIDE I (DFLOOR Jam NOTCHED- �;-/� 11 Dov N I O 2 x 6$ POCKET JOISTS. I DWG I FST A-4 / I_'-J a I Ili } I 2 li I O 3 x 6 BIFOLD 26815 Main Road - - in I I �I 2'x8" ACQ DECK JOISTS @ 12' O.C. I I � I � 1 a �� Cutchogue, NY 1A �j ,'� LINE OF PROPOSED ___ I I. ALL GLAZING TO BE NIGH PERFORMANCE AND LOW-E, UNLESS NOTED OTHERWISE. S.C.T.M.#I00-109-02-015 1P-I 1P-I ` P-I P-I` I ,� BILCO DOOR ; �-A-----------------�---------------- ----------------------- -�--- J/ z REVISIONS A-4 L - - - - - - - 10-5-18 I O Revised to Show Addition " " TYPICAL CORNER HOLDDOWN DETAIL: WALL LEGEND: ORevised Basement Framing 10-0 7-0' 31-4 7 7-I I-4 14-4 5-4 10-5 PROVIDE ESCAPE WELL 30'-1" EXISTING 9-12-19 Revised as per 1 FOUNDATION PLAN Scale: 1/4' I'-0' WITH A MIN. FLOOR AREA OUTSIDE CORNER CONDITION EXISTING WALL TO REMAIN Oguildino Degt. Comments OF 9 SQ.FT AND VERTICAL _____ A-2 PROPOSED LADDER AS REQUIRED. ' " ___-- EXISTING WALL TO BE REMOVED O NEW 2' X 4' WOOD FRAME WALL NEW 2' X 6' WOOD FRAME WALL O A-4 // I 4-- - .--E' �, ® LOAD BEARING WALLS O I BOp ��/ I - - ° - ❑ NEW P.C. CONCRETE WALL 10'-0' i/ z_ 48'-10' I O / © FIRE BRICK 5'-2" 4'-10' V-10 1/2" / // 15'-q 3/4" I 12'-3 3/4' 5'-5' 3'-2' b'-3' ( © STANDARD BRICK 0 La w - ' C-'-O DROPPED MASONRY O / / I INSIDE CORNER CONDITION PROVIDE DOUBLE KING I� FUR OUT WALL TO O DOUBLE JACK STUD ON E ❑E ALIGN WITH NEW 2'x6' 1,S�� //// / (2) MICROLAM LVL II 36' DROP HEADER ALL OPENINGS OVER 48" 2) M I ROLAM LV 06'..DROP HEAD WALL 0 F2 F2 CLI I'-3' O / :,a � . O / D. I i® TRASH / (2) 9 J�" ROLAM LVL' HALF WALL = I m O DROP-HEADER ' - I / �� --------------- --------------------------- ---------------- --------� � I REFURBISH I �,- _ EW FLOOR FRAMIf1G TO BE FLUSI� 4'x4" POST �; - WI TH EXISTING, ADJUST PLATES OR i EXISTING WINDOWS I 'cn SHEATH AS NECF55ARY / v 6" �9-8,- II'-5" `I\ I ( III V-3 1/4' I 2'-9" 3'16' 2'-q' 3'-q" 2' 0' / / J u Y• _ I I d I O NOTES:LIST LOCATION OF CORNER _ _21 g 0 - o - _ I EX. FOYER Ex CENTER LINE OF EXTERIOR WALL ABOVE t0 ALIGN WITH N i I I O HARDWOOD FLOORING O O m a PROVIDE DOUBLE KING s Q I �+ ^� �f I� ISUWD i ISLAND O DOABLE JACK STUD ON Cr PROPOSED NOOK AREA N I� , O -1' ALL OPENINGS OVER 48" OVIDE JOIST HANGERS AT CERAMIC TILE w I L___ O D `r RUSH CONDITIONS TYP. `'� N " � Z O OI SEAL Q 4x4 POST U_ 1 m Q ; Q PROPOSED KITCHEN I � PROVIDE DOUBLE KING t ' I a w �" CERAMIC TILE - i I rn ,; N � HALF WALL DOUBLE JACK SCUD EACH END O O P I 2 MICROLAM LVL q X�' DROP HEADER O 2 q ' LVL DOUBLE JACK STUD BOT SID }� D OP EADER ,' 2'xb" EXTERIOR WALLS 0 OS SUN OOM I I I I I ►- X ON DECK S.D. D BEARING WALL REFRAME EXISTING N_z Q Q � u WOOD FLOOR I WALL AS NEEDED O V I I I 15 L = - _ , S.D. 1 ( I I I 8 4' IS 3' 8 I/2" 4' 4' 4 I/4" I b" ' EX. DINING ROOM °� I �� F OC 411 A-4 g _ I HARDWOOD FLOORING A-4 �j `�' (2 MI R LVL q X�' DROP HEAD 'v _ --__ ao MILLW I I LW@ I' HI PROVIDE BLOCKING IN FLOOR CAVITY FOR r PROVIDE 1�OUBLE KING E I ZS NEW 2'x6' WALL TO BE FRAMING ON TOP `V F2 ' DECK � Til PRO 230 91¢' c, DOUBLE J f CK STUD EACH END ,� ❑ 5/4" x b' SYNTHETIC DECKING FLOOR ISIS @ 12 0/G I= I OF FLOOR ___1iI -E �Z. N FRAMING NOTIE- I I u,I 8% EX, LIVING ROOM m Copyright 20I8.STROMSKI architecture,p.c.All rights p� PROVIDE DOUBLE KING t n ODOR lti 1_ I I reserved.The Architect reserves the right to reproduce this DOUBLE JACK STUD ON CERAMIIG nLE _ 0 0 OSED O ICE „�, I NEW FL FRAMING TO BE FLUSH HARDWOOD FLOORING design in its entirety or any portion thereof.Unauthorized alteration of these documents is a violation of the New York WITH EXISTING' ADJUST PLACES OR State Education Law.These drawings and specifications are r = ALL OPENINGS OVER 4P! C � r_N HA DWOOD FLOORING �,- � ' I -- -, F2 an instrument of service and are the roe of the Architect. SHEATH AS � ❑ LOAD BEARING WALL-,, m a I I '' property rty I N 1 i These drawings and specifications are not to be used on any 15'-0' 6' 'I 9'-4' 6 5'-0' '� 13'-I" NI�.� 6' ' other project,except by written permission of the Architect I REFURBISH in PROJECT NO. I8-AR005 `* u EXISTING WINDOWS J (2) 9 X� MIGROLAM LVL o DROP EADER I I SCALE AS SHOWN DATE 8/I/20I8 All- - 5'- ' 7_4" - I (3) 2'x6' SOLID POST TTP. DRAWN BY TLD CHECKED BY RS LEDGER NOTE: (2) 1136' MICR OLAM LVL DROP -_ LEDGER BOARD FASTENED WITH ❑ (3) 2'x I' SOLID F2 F2 TITLE 3/8' DIAMETER LAG BOLTS �' POST STAGGERED TOP AND BOTTOM to " FRAMING FI BAY WI SEA FI FI FI EVERY 24', PROVIDE SIMPSON Foundation & HU359 JOIST HANGERS WHERE -- JOISTS MEET' LEDGER. ST FI I FI 5'-2' 4'-10' 2-10- q'-41/2' 13'-�1' 12'-41/2" 3'-2' 7'-4" First Floor Plans 2 A-4 3 1/2" 0-3 1/2' 0-3 1/2' 0-3 1/2' 5'-6 3/4' 3 1/2 HEFT f 1Z 25'-0' 48'-10' A - 2 2 FIRST FLOOR PLAN Scale: 1/4' - P-O' A-2 PROP05ED �h-f + Xaa y" 'mss _ i WINDOW SCHEDULE 1 10'-4' �i� I� 49'-0' SYMBOL MANUFACTURER TYPE DESIGNATION VENT AREA GLASS AREA UNIT AREA EGRESS REMARKS 8' 4'-10' 4'-8' 2' V-4 1/2' i 13'-2 I/2' Q, 6'-2 I/2' 13'-5 I/2' 7'-9' 8'-9' ❑A ANDERSEN AWNING AR41 1.9 SF. 3.8 SF. 5.7 SF. NO . _ ._ . architecture, p.c. N © ANDERSEN AWNING AR251 1.1 SF. 2.0 SF. 3.3 SF. NO AIZE -- 14ALL TO © ANDERSEN DOUBLEHUNG TWI8210 1.70 SF. 2.90 SF. 5.53 SF. NO A-4 --------- -------- DOUBLErJACK STUD OW -------------ARR OUT -NEW 2 x----------------------- - -------------------- --- ❑H ALL OPENINGS OVER 48' I WALL ANDERSEN DOUBLE HUNG TW2032 2.39 SF. 4.21 SF. 7.27 SF. NO P.O.BOX I254 JAMFSPORT,NY 11947 PHONE(63I)779-2832 FAX(63I)779-2833 ❑E ANDERSEN DOUBLE HUNG TW2432 2.82 SF. 5.09 SF. 8.40 SF. NO 9 X2' MI AM LVL HEADER (2) 1)1 MICROLAM L L HEADER ! FI ANDERSEN DOUBLE HUNG TW2852 5.75 SF. 10.48 SF. 15.14 SF. YES TEMPERED N 13 EQUAL RISERS ANDERSEN DOUBLE HUNG TW2852 5.75 SF. 10.48 SF. 15.14 SF. YES •r ! FRAMING NOTE: - G HUNG TW 10510-2 14.04 SF. 25.72 SF. 36.04 SF. YES PROVIDE DOUBLE KING t � 5+- � I I J ! � ❑ ANDERSEN DOUBLE TEMPERED i ! Q DOUBLE JACK STUD H ANDERSEN DOUBLE HUNG TW3446 6.31 SF. 11.64 SF. 16.43 5F. YES i ALL OPENINGS'OVER 48 I A C i I I � ❑ ! 0 OS OOM EROPOSED ! MAcJ �I..I ! HARDWOOD FLOORING o c'1C ] I Q ANDERSEN DOUBLE HUNG TW24410 4.62 SF. 8.28 SF. 12.52 SF. YES I ❑ ANDERSEN CASEMENT CW135 5.7 SF. 6.0 SF. 8.0 SF. YES ,r, m i HARDWOOD FLOORING F_ NEW FRAMING ! "' ! ST ;- �n --- z TOB FLUSH WITH 70 u, i I © ANDERSEN AWNING A281 1.2 SF. 3.7 SF. 5,3 SF. NO IXISTI G ADJUST ! I ❑M ANDERSEN DOUBLE HUNG TW2446 4.31 5F. 7.65 SF. 11.7 SF. NO ! O - PLAT SHEATH AS _ ❑N ANDERSEN CASEMENT CWI25 3.7 5F. 3.9 5F. 5.6 5F. NO U_° *STAIN amass N =- ---- - EXISTING I. NEC ARY ° PAIS AS�NrER�oR INSERT BEDROOM i ❑0 ANDERSEN DOUBLE HUNG TW3046 5.65 SF. 10.31 SF. 14.85 SF. YE5 _21Tri _ _ N 'v O HARDWOOD FLOORING I I © ANDERSEN DOUBLE HUNG TW2436 3.18 SF. 5.73 5F. 9.23 5F. NO ! ❑J r 9'-10' ' 15'-9' �l 9'-10' S.D. 3'-5+ 4+ 2'-0' X 4 SISTER 2'x4' STUDS TO X III I. ALL GLAZING TO BE HIGH PERFORMANCE AND LOW-E, UNLESS NOTED OTHERWISE. ! PROVIDE KING t `° CLOS- EXISTING FRAMING ! 2. FIRST t SECOND FLOOR HEADER HEIGHTS TO MATCH EXISTING IN MAIN HOUSE 0-II' HEAD HEIGHTS IN 5UNROOM DOUBLE JA STUD EACH END E LO BEARING WALL O K Q PROVIDE DOUBLE KI (2) 9X2' I ROLAM LVL HEADER DOOR SCHEDULE �- DOUBLE JACK STUD ON ! "� - - - - �� ' III � Proposed Interior Renovation N ALL OPENINGS 48' i - t�J `r ! = PROVIDE PROVIDE DOUBLE KING t VERIFY CONDITION OF PATCH AND SHEATH OC i II I EXTERIOR DOORS For: ! !r---- �i DOUBLI: JACK STUD EACH END EXISTING HEADER FLOOR AS NEEDED A-4 ! i! i �' I A-4 SYMBOL SIZE MANUFACTURER TYPE DESIGNATION VENT AREA UNIT AREA REMARKS Salerno !I �, i 2 9 ' MICR LVL HEADER III ( 3 x b ll THERMATRU HINGED SI40o-GBGF 16.11 SF. 19.95 SF. O2 60.x E Il ANDERSEN DOUBLE HINGED FWH6068 33.58 SF. 39.34 SF. LU PROPO 00 i! x m o rnu rlor �B INTERIOR Residence COMPOSITE DECKING 6' L==== 10'-4' ___�! 4� I'I'-7' "4' 5'- ] (, '-b' "' 3'-3' 2'-0" 5'-8' EXISTING BEDROOM 1 7ER R DDORS j 2 9X2' LCR M LVL H D O ^ (EX HARDWOOD FLOORING O SYMBOL SIZE TYPE REMARKS - -J OB a is nu u i III OA I E x 6& HINGED ! IDE DOUBLE KING E _= i , ! I I O 2¢x b HINGED ! ° LE JACK STUD EACH END -- ?'9 ° �' ' ! ! 13'-I' 2'-8' 4' N 4'-0 ' o T-II" si�6, ' ' I I OC 2 4 x 6 4 HINGED Q o OPO ED MAS ER B N ! II 0 OS D V, 1 11 I FF © 2 x 6 HINGED ►n CERAMIC TILE ° CERAMIC TILE - -- - ! -� ! O B 1 O 24x6 HINGED Xo- r `�' 4'-10' -I - - - OF 30.X6 4 HINGED co _W II I - - - i OG 60.x 6 4 DOUBLE HINGED 268I 5 Main Road ! `9 ❑D I ❑O ❑O ! 0 2 x 6 4 POCKET Cutchogue, NY ! L--- ---------- --------------------------'- ----- LR_----� OUTWALL TO ------------------------------- ---------------------------- -- 0 2Ex 64 POCKET S.C.T.M.#I00-I09-02-OI5 I ALIGN WITH NEW 2'x6' OK 30.x 6 4 BIFOLD REVISIONS 8' 4'-10' 4'-8' 2' 9'-7" 16'-9' ( WALL 12'-0' 10'-8' I NOTES: 10-5-18 49'-0' I. ALL GLAZING TO BE HIGH PERFORMANCE AND LOW-E, UNLESS NOTED OTHERWISE. O Revised to Show Addition O9-9-19 Revised Basement Framing 2 9-12-19 Revised as per A-4 O Building Dept. Comments le-i SECOND FLOOR PLAN Scale: 1/4' = I'-0' O A-3 PROPOSED O O WALL LEGEND: O EXISTING WALL TO REMAIN 0 ----_= EXISTING WALL TO BE REMCNED D NEW 2' X 4' WOOD FRAME WALL O NEW 2' X b' WOOD FRAME WALL O ® LOAD BEARING WALLS A-4 O NEW P.C. CONCRETE WALL i 1 O 0 FIRE BRICK Q STANDARD BRICK I 41'-2' 0 Q DROPPED MASONRY I O 2'x4' PLATE FOR I - RAFTER TO SIT ON I I IA 11 1 i, F-: fn y SEAL 1 - - - - - - �. Riony -------- ( L-------- n Iii - I CO I i '•k n J X �-1=---- --- ------------------- -----------------I-------- -- �.' ,'".� '•.y' o I I III 2' x 4' COLLAR TIE I I6' ON CENTER �N I r RELOCATE EXISTING ® WINDOWS IN NEW DORMER ❑ II f I ZS �' "„' - ------ ------------------------------------- -------- ------------------------------------------------------- ------- - I 7 IX 1 P ,� III 2 ' 9 LVL RIDGE, ❑ I ❑ 1 I VERIFY EXISTING RIDGE IN FIELD Copyright 20I .STROMSKI architecture,p.c.All rights 1 I'I I reserved.The rchitect reserves the right to reproduce this - design in its ltirety or any portion thereof.Unauthorized III I alteration these documents is a violation of the New York A-4 i a 1 , C I I I A-4 I State Ed ation Law.These drawings and specifications are r J an instrument of service and are the property of the Architect. These drawings and specifications are not to be used on any �\ l�U --. other project,except by written permission of the Architect.-------------------------- ------- -------- I (�� /n►��`V ��\ ------- II I I I PROJECT NO. I8-AR005 SCALE AS SHOWN DATE 8/I/20I8 DRAWN BY WP CHECKED BY RS - - - - - - - - - - - - - � - - - - TITLE I I 11 I II N - I 1 I - ,•� Second ___- - ------ - - - - -- - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - _= I Third Floor Plans - - , ' STE FOR RAFTER TO 51T ON I I 4'-4' I 40'-7' V-11' z 1 SHEET A-4 _ 3 sale: 114' a P-o' A - 3 Z THIRD FLOOR PLAN sale: 1/4' = 1'-0' PARTIAL ROOF PLAN A-3 PROPOSED I.,A-3 PROPOSED gig �( TOP OF RIDGE -- -- -- -- -- -- -- �r- ' 1 .0 .I. architecture, p.c. P.O.BOX I254 JAMF.SPORT,NY 11947 PHONE(63I)779-2832 FAX(63I)779-2833 MEAN AVERAGE ROOF /iNTOP OF PLATE __ __ __ __ 7 1/2' I I � I N I1 I TOP OF SUB FLOOR I FLOORS TO MATCH FLUSH Proposed Interior Renovation H Ll For: 71/2 TOP OF PLATEJ J ,, i Y Y l{(Y% I,��F p�).� YI _ ( Y Y Y Y 7 Salerno PLATES TO MATCH EXISTING Residence .1 N / co 1 / OPACK WEB OF TJI SOLID /'/ PROVIDE BLOCKING FOR NEW 2'x6' WALL // TO BE FRAMING ON TOP OF FLOOR TOP OF SUB FLOOR i _ - -/-- 26815 Main Road o-0 I Cutchogue, NY E SM S.C.T.M.#I 00-I09-02-0I 5 ` N RISE: 8.11' I REVISIONS RUN' 9' co I I 10-5-18 1 O Revised to Show Addition I O Revised Basement Framing 1 9-12-19 evised as per /JhTOP OF SLAB I O_Building Dept. Comments TABLE R402.4.1.1 0 P-10' TOP OF FOOTING t I AIR BARRIER AND INSULATION INSTALLATION MATERIAL NOTES IO I ROOF CONSTRUCTION O cJ'EcrioN Scale: 1/4' = I'-0' SENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA A-4 30 YR. ARCHITECTURAL GRADE ASPHALT SHINGLE O 30 LB. r&T PAPER O A CONTINUOUS AIR BARRIER SHALL BE INSTALLED 5/8' EXTERIOR GRADE PLYWOOD SHEATHING IN THE BUILDING ENVELOPE. 1 3/4' X 9 1/2' LVL RIDGE BEAM SEE PLAN FOR NUMBER OF PLYS O TOP OF RIDGE __ __ __ __ __ T 14E EXTERIOR THERMAL ENVELOPE CONTAINS A AIR-PERMEABLE INSULATION SHALL NOT BE USED 2' X 8' ROOF RAFTERS @ 16' ON CENTER TO MATCH EXISTING— GENERAL REQUIREMENTS CONTINUOUS AIR BARRIER. AS A SEALING MATERIAL. II 7/8' TGI PRO 560 ROOF RAFTERS @ 12' ON CENTER @ROOF DECK IRJ 1 O 31-6 f BREAKS OR JOINTS IN THE AIR BARRIER SHALL 2' X 8' CEILING JOIST @ 12' ON CENTER BE SEALED. F'LOOR' COLLAR TIES AT 16' ON PRO'VIDE RIDGE STRAPS AT NEW PLACEDER EW ROOFRAFTER�E FINISHED 1' THE AIR BARRIER IN ANY DROPPED PROVIDE METAL FLASHING AS REQUIRED O =?: CEILING/SOFFIT SMALL BE ALIGNED WITH THE ICE/WATER BARRIER IN ALL VALLEYS AND ROOF EDGES O x= INSULATION AND ANY GAPS IN THE AIR BARRIER THE INSULATION IN ANY DROPPED CEILING/SOFFIT RAFTER TO PLATE CONNECTORS USE 'USP' MODEL NUMBERS RT7 OR RTIO CEILING/ATTIC SHALL BE SEALED. SHALL BE ALIGNED WITH THE AIR BARRIER. ACCEE WALL DOORS TOS UNCONDITIONNEDDROP DOWN SATTIC SPACE WALL CONSTRUCTION O MEAN AVERAGE RXF __ __ .- SHALL BE SEALED. O 191 1-qvt —— ,y-i 1--„ PROVIDE CEDAR SHAKE SIDING TO MATCH EXISTING OVER 15 LB FELT OR CAVITIES WITHIN CORNERS AND HEADERS OR O V2 EXTERIOR GRADED PLYWOOD SHEATHING FRAME WALLS SHALL BE INSULATED BY � COMPLETELY FILLING THE CAVITY WITH A O WALLS 2 X 4 WOOD STUDS @ I6 ON CENTER WITH 2 X 4 SHOE AND DOUBLE 2 PLATE SHALL BE SEALED. E�DATION AND SILL MATERIAL HAVING A THERMAL RESISTANCE OF R-3 X 4' TOP PLATE � ' ' PER INCH MINIMUM. O ,�1 'il THE JUNCTION OF THE TOP PLATE AND THE TOP 2' X b' WOOD STUDS @ Ib" ON CENTER WITH 2' X b' SHOE AND DOUBLE 2" EXTERIOR THERMAL ENVELOPE INSULATION FOR X 6 TOP PLATE AS SHOWN ON PLAN �� Y OF EXTERIOR WALLS SHALL BE SEALED. N KNEE WALLS SMALL BE SEALED. FRAMED WALLS SMALL BE INSTALLED IN ( ) SUBSTANTIAL CONTRACT AND CONTINUOUS 1/20 GYPSUM WALL BOARD ALL WALLS AND CEILINGS (MOISTURE 0 --ALIGNMENT WITH THE AIR BARRIER. RESISTANT WALL BOARD AT BATHROOMS) /JkTOP OF PLATE 5/8' TYPE'X' GYPSUM BOARD AT GARAGE WALLS AND CEILING WINDOWS, SKYLIGHTS THE SPACE BETWEEN WINDOW/DOOR JAMBS AND ANDERSEN' WINDOWS ALL WITH IMPACT RESISTANT GLASS, LOW E, AND SEAL AND DOORS FRAMING, AND SKYLIGHTS AND FRAMING SHALL ARGON GAS (SEE PLANS FOR MODEL NUMBERS, SEE ELEVATIONS FOR BE SEALED. GRILLE PATTERNS) RIM JOISTS SHALL BE INSULATED. PROVIDE WALL TO ROOF, WALL TO WALL, AND WALL TO FOUNDATION RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER. CONNECTORS AS PER SHEET W-2. ED IC FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED TO MAINTAIN PERMANENT CONTRACT S' WITH THE UNDERSIDE OF UBFLOOR DECKING, OR s rJ FLOORS (INCLUDING FLOOR FRAMING CAVITY INSULATION SHALL BEF THE AIR BARRIER SHALL BE INSTALLED AT ANY PERMITTED TO BE IN CONTACT WITH THE TD ABOVE GARAGE AND plum EDGE OF INSULATION. SIDE OF SHEATHING, OR CONTINUOUS INSULATION FLODR CONSTRUCTION ; f CANTILEVERED FLOORS) INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING FLOOR FINISHES AS PER PLAN/iNzp' TOP OF SUB FLOOR = AND EXTENDS FROM THE BOTTOM TO THE TOP OF _ - ALL PERIMETER FLOOR FRAMING MEMBERS. 3/4 TONGUE AND GROOVE PLYWOOD SHEAI}IIG NAILED AND GLUED '9 � y� O 1 3/4 X 7 1/2 FLOOR JOISTS AT 12 ON CENTER FOR SECOND FLOOR NE EXPOSED EARTH IN UNVENTED CRAWL SPACES WHERE PROVIDED INSTEAD OF FLOOR INSULATION, 9 1/2' TGI PRO 230 FLOOR JOIST @ 16 ON CENTER FOR FIRST FLOOR /►TOP OF PLATE -_ ^_ "_ 8 3/4' CRAWL SPACE WALLS SHALL- BE COVERED WITH CLASS I VAPOR INSULATION SHALL BE PERMANENTLY ATTACHED RETARDER WITH OVERLAPPING JOINTS TAPED. To THE CRAWLSPACE WALLS. FOUNDATION CONSTRUCTION DUCT SHAFTS UTILITY PENETRATIONS AND FLUE 1 Copyright 20I8.STROMSKI architecture,p.c.All rights SHAFTS, PENETRATIONS 514AFT5 OPENING TO EXTERIOR OR UNCONDITIONED (2) 2' X b' ACQ SILL PLATE WITH SILL SEAL reserved.The Architect reserves the right to reproduce this design in its entirety or any portion thereof.Unauthorized SPACE SHALL BE SEALED. 'COP-R-TIX' TERMITE SHIELD alteration of these documents is a violation of the New York 5/8' ANCHOR BOLTS @ 36' ON CENTER MAX, AT EACH SIDE OF EVERY State Education Law.These drawings and specifications are BATTS IN NARROW CAVITIES SHALL BE CUT TO OPENING, WITHIN 6" TO 12' OF THE END OF EACH PLATE, AND WITHIN 12' an instrument of service and are the property of the Architect NARROW CAVITIES FIT, OR NARROW CAVITIES SHALL BE OF EACH CORNER. These drawings and specifications are not to be used on any PERMANENTLY ATTACHED TO THE CRAWLSPACE other project,except by written permission of the Architect. WAS. 8'' P UIREr)CONCRETE FOUNDATION WALLS WITH (2) #5 REBAR AT THE AIR SEALING SHALL BE PROVIDED BETWEEN TOL' D BOTTOM OF WALL. PROJECT NO. I8-AR005 GARAGE SEPARATION 10' X 20" POURED CONCRETE WALL FOOTING WI GARAGE AND CONDITIONED SPACES. (WITH KEY WAY JOINT) 1 3/4' X 91/2' 1.9E LVL GIRDERS (SEE PLAN FOR NUMBER OF PLIES) SCALE AS SHowN DATE 8/1/2018 OO RECESSED LIGHT FIXTURES INSTALLED IN THE RECESSED LIGHT FIXTURES INSTALLED IN THE 3-In' DIAMETER (STANDARD WEIGHT) STEEL COLUMN WITH I/4" TOP AND PACK WEB OF TJI SOLID PACK WEB OF TJI 50LIDRECE55ED LIGHTING BUILDING THERMAL ENVELOPE SHALL BE SEALED BUILDING THERMAL ENVELOPE SMALL BE AIR BASE PLATES DRAWN BY WP CHECKED BY Rs TO T14E DRYWALL. TIGHT AND IC RATED. POURED CONCRETE COLUMN FOOTING SEE FOOTING SCHEDULE FOR SIZE5 TOP OF SUB FLOOR __ BATT INSULATION SHALL BE CUT NEATLY TO FIT DAMPROOF CONCRETE S ION BELOWGRADE TM WIRE MESH TITLE TOP OF FOUNDA n10N — - AROUND WIRING AND PLUMBING IN EXTERIOR PROVIDE BOX BEAM TO SILL PLATE CONNECTORS AS PER SHEET W-2 INV PLUMBING AND WIRING WALLS, OR INSULATION THAT ON INSTALLATION READILY CONFORMS TO AVAILABLE SPACE SMALL JkGWE f EXTEND BEHIND PIPING AND WIRING. INV EXTERIOR WALLS ADJACENT TO SHOWERS AND INSULATION NOTES Building 0'-0" SHOWER/TUB ON ADJACENT TO 5HOWER5 AND THE AIR RIER INSTALLED AIUBS SMALL WALLS SHALL BE INSULATED. 8' OF OPEN CELL SPRAY FOAM AT SLOPED - EXTERIOR WALL SEPARATE THEM FROM THE SHOWERS AND TUBS. B' OF OPEN CELL SPRAY FOAM AT FLAT ROOFS30 MIN.) ) Sections THE AIR BARRIER SHALL BE INSTALLED BEHIND 2OF CLOSED CELL SPRAY FOAM (R-14 MIN.) AND R-15 BATT INSULATION co a0 ELECTRICAL/PHONE BOX ELECTRICAL OR COMMUNICATION BOXES OR AT 6' PERMITER WALLS (TOTAL R VALUE 15 MINUMUM R-29) ON EXTERIOR WALLS AIR-SEALED BOXES SHALL BE INSTALLED. 3' OF CLOSED CELL SPRAY FOAM AT 4' PERIMTER WALLS (R-21 MIN.) 2' OF CLOSED CELL SPRAY FOAM ON PERMITER OF FOUNDATION WALLS HVAC REGISTER BOOTS THAT PENETRATE HVAC REGISTER BOOTS BUILDING THERMAL ENVELOPE SHALL BE SEALED TO THE SUBFLOOR OR DRYWALL. /JkT0P OF SLAB WHEN REQUIRED TO BE SEALED, CONCEALED FIRE SHEET —— SPRINKLERS SHALL ONLY BE SEALED IN A MANNER THAT 15 RECOMMENDED BY TME TOP OF FOOTING MANUFACTURER. CALKING OR OTHER ADHESIVE CONCEALED SPRINKLERS SEALANTS SHALL NOT BE USED TO FILL VOIDSA -4 2 SECTION Scale: 1/4' = 1'-0" WALLSEEN ORFIRE CEILI GSNKLER COVER PLATES AND A-4 ter- BLDG. ELEVATION NOTES: 'a 919 ROOF NOTES: -I Q 30 YEAR ARCHITECTURAL ROOF SHINGLES. N I� FLASH AT ALL ROOF BREAKS. PROVIDE `- ICE/WATER BARRIER IN ALL VALLEYS AND j �I� AT ALL ROOF EDGES TO MATCH EXISTING architecture, p.c. I RIDGE VENT - CONTINUOUS WHERE r I I I APPLICABLE l u_1' Il;l l' L ._, 1, :_1: �?l,l_11 J. 11 Ii_1l_Ll 11L1_II IJ l ,; ! 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Comments A-5 A-5 I FOUNDATION WALLS WITH 10' X I f- FOUNDATION WALLS WITH 10' X L J L J O 20' POURED CONCRETE WALL I 20' POURED CONCRETE WALL i I FOOTING I FOOTING O I_ I - - - - - - - - - - - - - - - - - I O �I Ig - -- - - O e'� O �I O �LJ11UL�I� IAIS u - r LJl' 1L LJ111 L L,J1J L_L.� : 1 L! LiLli J-1!_!111 ..It U __'L I, LJ_ - JL_ i _W1U: L-i 111 T L11L.J1 J�lW1L W J �I _tI J , IWJIJLU I--LJ--LLL-JtJ W1tl J W,;�UJU JLi-IUJWLW.L _! ! li. .L:. 1 Wll'_�� IJ W1 Li 1 111-IL 1W_:1I_ 11WU!111 11 U:_'_.1W._,i _ W_ WL1 ! I L L.li a J1 ll l_:.L_LIaIJ 1_L WILL uJ 'LJa_'_L��'ULL,:: '1L C .._ �' J_' 1.11 � J11J1-'' 1 1.1 IJ-LL 1W 1! 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(1-TT' -'!''-r r.-. _ ,1rI I, _ t T._'1 J _ L11-, __.��:. .r� T �_'-I i- r'-r Lt ,.-r1- I1• -_L. •�-' r-r.i 1 T I l- r T � 1 L STT 7 1' I r LJ''Li-, 1d i-L r'r'.JT:t.��-'_rJ -`-''T'- �_ `�r', ,_L1,1-L_�.'_rL1I_I_,LT_J -,I: _ _I i .1_1 :1.1_ 11.1,I_ .I rL�-i. 11- '__i_,1 I _i, i- U L 1,1_!_1.1 _1..� IJII 1 4 a T:W 1_. �r.,I --LTi-17 _ 1_1 i L L. T 1T #- 1 ?—`TI T `,' Y4I ' 7 '` T i� 1J.. T' r LiL ! � : _-- r , I - ,- T, -- r. -L_L ,_L _LLL. L T :�T I �-r r'I I � II � I 1 � , u L :. .�1, J � r ,J- I t u� � T I I I I - i_ i I 1- 1I I. _�1 C, 1 1 1 J I III � ! - , � -- -�-• li. _Jul_ I I rI o'._ I r-, r �' ,-fi r-' r _ 1 T I � I i I� i i 1y I `I 1 ' 1 I -�Lr LL� � � l�_ LI 1 J_ll_1L, Jam'' I, 111 1J -�-L - - >1LJ -1-L t l r , I I I I 1 `I 1 TTL i � I L I I I- I �1 I� -1 L_1 J l i J _.. - I _ � _1J� - - l u IJ I 1 � � II '-� l ,1I_1.ai�1 , 1 1 1 1r 1 � i I 1 I Ill -1 11 11 I TI 1 1llL Uul _L 1 J W W U _ LUW �1 ._�1 _ I J- L 11111, U _�. L,: J W WW1 1_ 1. �� _ _ I 4 - - I 1 11 r' ' L 1 I 1.1 1�-_ L L- _ I,L _lr.r. �L_T ' � 1 J I i; .1 ,I J L:�_, _.J Copyright 20I8.STROMSKI architecture, c.All ri hts I : I i I I rese e I I ry .The Ar hie s T d c t ct re.ewes the ri h _ _ 1 J i 1 duce this . - `-I:'- 1_1.1,1 L,_� 1,1 �L_.. �-'-_rJT11, L �� i I I I I I ,I .JI 111Ui �.�.�. -J-1'T= 1 ,-� I I I 1 8 P r r desi n in its entire or an onion thereof.Unauthorized T I I I I I I I l�r I T I I S I`! I � � I U11LIl_:1:A,, ,JI-L_L11.1J_,1 11.1111 I,�: , ' �; I I TJ- - ! .'-'.. L S entirety Y P 1 L LJr J - �' 4' r T alte ation of these documents cu ents:s : I i I avoatonof h r --- --- t e New York TSL 1 r r r ! - State Education Law.These drawings and specifications are ? ! I � I 1 I �� I � �� I��T I-�a- an instrument of service and are the property of the Architect These drawings and specifications are not to be used on any T �7 -4y -TL L4 t� U -�: other project,except by written permission of the Architect Wr,�i�1,I-�'�rf L�' 111 ! 111_!1 Ir!L 1 1 L T PROJECT NO. I8-AROOS 1, 1 �i rLrir�l 1 - T i i 1 I T i 1 1 k L_ SCALE AS SHOWN DATE T 4 1 1 8/I/20I8 1r i l [� ] 11 rL 1 T ` I _�_iI L -171 . .1 IT>_L� .LrLL, '- 1�L DRAWN BY WP CHECKED BY RS I I I I 1 I II ISI I III I I � I I I III III ! 111 I I III' II � I I I I I � T � I I I U I i I --f I I 1'' t I .TJ Lam_ I ; pp 1 � : ILI i 1,, I H i ->T.T — TITLE I 1 f` Y I ' 11 i 1 i `TL" �T- �� 1y � T'T � �I' '--I' 1- I r r I 1 I 1 I I I I r I — I I' 1 1 i r 1 I I LII' T III. I' II I � t� I � T`ri7 �I _L� 1_, _ 1,J �: I - - -J - y+ ISI 11 I I T ` i Y" I I I 1 ( L I � I I I I I 111 I I I I I I I 1 I I I i' I "I l 'I II I I I I I III I I.I I I I Ili i II i1 l�]T t_ T`I L 1 • I� 1'T� � SII ?1 ? r 111 T 1 r T r` i_ 1 `t" T J I 1 I r : >� I T 1 - � I 1 r�- I I r 1--aT' 1 I I I � I T I a� 1 I �� ' T i I 1 i T L_ 711 T 1� I I � { i I r' IJ. 11, i I I ' I l 1 l i : I I , � ITY Building I I I I I I I I I I I I I I I II II I I Elevations I I I I I I I I I I I I I I II I I I L J L J L J I I I L J L J L J I L J 8' POURED CONCRETE 8' POURED CONCRETE �— FOUNDATION WALLS WITH 10" X —� FOUNDATION WALLS WITH 10' X j 20' POURED CONCRETE WALL I 20' POURED CONCRETE WALL I I 8' POURED CONCRETE FOOTING I FOOTING I �—►I FOUNDATION WALLS WITH 10' X fel FiT r�. I I I 20' POURED CONCRETE WALL � SHEET - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � --I- - A - 5 3 WEST ELEVATION Scale: 1/4' = I'-o' " , " - � REAR ELEVATION state: I/4 = I-o A-5 A-5 B I VSKI. . _ . . architecture, p.c. P.O.BOX I254 JAMESPORT,NY 11947 PHONE(63I)779-2832 FAX(63I)779-2833 20'-1' INSIDE SHEETROCK TO SNEETROCK 20-0 1/4' CABINET RUN 9'-9 1/4' 10'-3' L LJProposed Interior Renovation LINE OF UPPER CABINETS LINE OF UPPER CABINETS For: _ _ _ Salerno TALLCABINET 36' FRIDGE — — — 27' BASE CABINET 24' DISH WASHER I O ' 51 A51N 21' BASE CABINET 48' BASE CABINET — — — 36' CORNER (WASTE BINS) BASE CABINET Residence --------- --- ----- ------ --- — --------------- � o I \ to II I/4' 3'-0 I/4' 3/4' 2'-3' 2'-0" 3' 0" I'-9' 4'-0' ' I'-0' 1 2'-0' 1 � I LINE OF COUNTER TOP—J I I N I Lo , 21' BASE CABINET 3'-7 I/2" 3' 4' 2'-II' 3'-T = — — _ 268I5 Main Road Cutchogue, NY S.C.T.M.#I00-I 09-02-0I 5 ------ -------- r--- -------- REVISIONS �I 1 ` I 1 I 10-5-18 4' V-31/4' I I I I I j 1 0 ISLAND i i ISLAND i I O Revised to Show Addition �. - - - I I I I00 I O Revised Basement Framin IN �- , N 9- 2-19 Revised as per I I O.N. 21-91 �c I 4 I 2�_q� I 4 I O Building Dept. Comments �� RANGE 0 0 I I I I I U-10 I I I I 0 0 I O z ' LINE OF COUNTER TOPY LINE OF COUNTER TOPP I 0 !' FURRING-,,, I O 0 ch o- 30' BASE CABINET 0 LINE OF COUNTER TOP I 0O I 0 0 II" 3'-4' S . D . SEAL i S . D . I M1 f Copyright 20I8.STROMSKI architecture,p.c.All rights I reserved.The Architect reserves the right to reproduce this I I design in its entirety or any portion thereof.Unauthorized alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are an instrument of service and are the property of the Architect. These drawings and specifications are not to be used on any other project,except by written permission of the Architect. I KITCHEN LAYOUT DETAIL Scale: 3/4" I'-0' PROJECT NO. I8-AR005 A-6 SCALE 3/4"=1'-0" DATE 8/I/20I8 DRAWN BY TLD CHECKED BY RS TITLE Kitchen Details SHEET A - 6 SWITCH FOR LIGHTING O.N.SERVICE UNDER COUNTER , .. ,. •`�----- SFL40_� L _ AFIQD AO � ,M ' 1 ' ' T FIRE ALARM SYMBOL SCHEDULE -- ------,— ^ 1 Ll / - LIGHTI $ n ; LIGHTING UNDER NG UNDER - - /� SYMBOL COUNTER 1 ---- DESCRIPTION FACP FIRELITE MSVO0UD ADDRESSABLE CONTROL PANEL architecture, p.c. © FIRELITE BG-12 MANUAL PULL BOX JB_I FJB AMESPORT,NY 11947SD-355 PHOTOELECTRIC SMOKE DETECTOR P.O.PoBox 1254 PHONE 63I 779-2832 FAX 63I 779-2833 - r LIGHTING UNDER r WHEELOCK NS 241575 COMBINATION HORN STROBE LOW VOLTAGE POWER CAPS `\ �'� \\\ i/ ; / \`\\ / i --.` �`\ /�- ,_ COUNTER I r MAN i i/ - /'�--�` ``� i £ ��/ - I -i -- - i /� S© WHEELOCK RSS 241575 STROBE ONLY ® HVAC SHUTDOWN RELAY 24V VDC 5PDT 4' I 1\ 1\- i SYSTEM SENSOR D 350 P ADDRESSABLE PHOTOELECTRIC i / 1\ iii,• I I I r�j 4� S.D. ``.------- I �\ © DUCT DETECTOR j `\ 1 CM ,,�/ \; \\� \`�` EDWARDS 284 B Iq4 DEGREE FIXED TEMPERATURE NEAT FO 1 \ ` DETECTOR ABOVE CEILING \ LIGHT \ ► 3 ` I L111UT -- 1 ` ` ------ JB 1 / ` FAN I \` / \ /� -----_�'`�\ JB i ACP ALARM CONTROL PANEL I P \��'�� FAN JB o .� S.D., \1 - ELECTRICALSCHEDULE: \`�• �AN-----' \\\\ SYMBOL DESCRIPTION / Proposed Interior Renovation r _ "LIGHT ��i----'- I. `� P rr I ® ELECTRIC PANEL For: I-p WALL MOUNTED LIGHT FIXTURE Salerno y { CEILING MOUNTED LIGHT FIXTURE . Residence rn -�- CEILING MOUNTED LIGHT FIXTURE WITH PULL CHAIN r I `� PC 1 O RECESSED DOWNLIGHT I I I WALL MOUNTED SPOTLIGHTS 1 1 I. EXHAUST FAN (DUCTED TO EXTERIOR) EF LEF = LIGHT FAN COMBO (DUCTED TO EXTERIOR) \ \ \ _ OSL RECESSED SHOWER LIGHT ------------ 26815 Main Road SINGLE POLE SWITCH Cutchogue, NY FIRST FLOOR ELECTRICAL Scale: I/4' = 1'-0' S.C.T.M.##I00-I09-02-OI S E-I PROPOSED 3-WAY WALL SWITCH REVISIONS -- —_ - DUPLEX RECEPTACLE 1 10-5-18 EX O Revised to Show Addition GFI ! O-Revised Basement Framing 1 � - 0GFI DUPLEX RECEPTACLE W/ GROUND FAULT INTERUPTER 9-12-19 Revised as per 1 ----_ - - ---r DUPLEX RECEPTACLE - NUMBER INDICATES HEIGHT O Building Dept. Comments 1 LEF �, ! 40" ABOVE FINISHED FLR. TO CENTER OF DEVICE. O QUAD RECEPTACLE O -n = j ' -_$ \ � TSP TELEPHONE SYSTEM PANEL O \\ FA LIGHT / FAN IGHT \ iYFAN LIGHT O r \\ \\ ,I VT. TELEPHONE OUTLET O O / r � i VCTV. CABLE TELEVISION OUTLET —��.\ S.D. �� _S.D. r --- / / `\ _ / O CLOS, _�_ ® sa I I S.D. ,�-�C-5 CAT 5 COMPUTER CABLE O / GFI r \ III CMO ® CARBON MONOXIDE DETECTOR CEILING MOUNTED SMOKE DETECTOR IIOV. WITH ---- ---''" --- III S.D. BACKUP O ,- ---------------- `\\ S.D. III BATTERY BAC U -�\ I EX EXISTING DEVICE TO REMAIN O / I I0 0 1 III �ELE. CABLE PHONE THROUGH FLOOR O I I -M„, O;GFI S.D. {>}�'� O WALL MOUNTED JUNCTION BOX AN LIC,NT •� \°, � _% � i I NOTES: SEAL \ r I I I. UPGRADE EXISTING ELECTRIC SERVICE FROM 100 TO 200 AMPS. 2. REMOVE ONLY THE NECESSARY WIRING FROM THE EXISTING FIRST LEF LEF - FLOOR TO COMPLETE THE MEW WORK. f 1 _ 3. PROVIDE ALL NECESSARY WIRING FOR APPLIANCES AND {{ � -_- -- � MECHANICAL UNITS. Ab' I ,` 1 I \ `—/I -- - -- � - � 4. MAINTAIN OPERATION OF A5 MUCH OF THE EXISTING ELECTRICAL AS POSSIBLE WHILE WORK IS IN PROGRESS SECOND FLOOR ELECTRICAL Scale: 1/4' - 1'-0' E-I PROPOSED Copyright 20 .STROMSKI architecture,p.c.All rights reserved.The Architect reserves the right to reproduce this design in its entirety or any portion thereof.Unauthorized 1 alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are an instrument of service and are the property of the Architect. These drawings and specifications are not to be used on any other project,except by written permission of the Architect. \ / \ \ PROJECT NO. I8-AR005 OC `\ r SCALE ]/4"=1'-0" DATE 8/I/20I8 DRAWN BY TLD CHECKED BY RS 1 TITLE I --------- -- . ------------ ----- ---------------------�- --------------- --------- Q ��`------- ------------------ Proposed Electrical Plans ------ --------- 410 0 / SHEET 9 3 THIRD FLOOR ELECTRICAL Scale: 1/4' - 1'-0' E - 1 E-I PROPOSED I FIRE ALARM SYMBOL SCHEDULE SYMBOL DESCRIPTION FRCP FIRELITE MS92000D ADDRESSABLE CONTROL PANELS 1 E_-)C"JMS, I�, ® FIRELITE BG-12 MANUAL PULL BOX architecture, p.c. O SD-355 PHOTOELECTRIC SMOKE DETECTOR P.O.BOX I254 JAMFSPORT,NY 11947 PHONE(63I)779-2832 FAX(63I)779-2833 Q WHEELOCK NS 241575 COMBINATION HORN STROBE S© W14EELOCK RSS 241575 STROBE ONLY ® HVAC SHUTDOWN RELAY 24V VDC SPDT ® SYSTEM SENSOR D 350 P ADDRESSABLE PHOTOELECTRIC DUCT DETECTOR 14 EDWARDS 284 B 194 DEGREE FIXED TEMPERATURE HEAT DETECTOR ABOVE CEILING AGP ALARM CONTROL PANEL ELECTRICAL SCHEDULE: SYMBOL DESCRIPTION Proposed Interior Renovation ® ELECTRIC PANEL For: I-p WALL MOUNTED LIGHT FIXTURE Salerno -�- CEILING MOUNTED LIGHT FIXTURE Residence ' •-(�Pc CEILING MOUNTED LIGHT FIXTURE WITH PULL CHAIN O RECESSED DOWNLIGHT WALL MOUNTED SPOTLIGHTS EXHAUST FAN (DUCTED TO EXTERIOR) ERS �i O EF LEF = LIGHT FAN COMBO (DUCTED TO EXTERIOR) F_ • — — � — —® — — — — — — — — — — — r OSL RECESSED SHOWER LIGHT J _- ACP 268I S Main Road ---- -- --- 1II -------------------- SINGLE POLE SWITCH Cutchogue, NY 1 —y II I 1 I S.C.T.M.#I 00-I 09-02-0 I S 3- LL WAY WALL SWITCH REVISIONS 5' i � I DUPLEX RECEPTACLE10-5-18 — O Revised to Show Addition ® b O Revised Basement Framing I ® I I II Iz F1 DUPLEX RECEPTACLE W/ GROUND FAULT INTERUPTER _ J \ III IN I I G 3 9-12-19 Revised as per 1 5f� O Building Dept. Comments If I II 1 1 D UPLEX'040' ABOVE FINISHED AFLR. TO CENTER CLE - NUMBER INOF DEVICE.DICATES EIGHT $I LAY AREA STEEL O 14'-4'x '2 O STEEL II LOCUST QUAD RECEPTACLE O SII�I TV AREA 1 1 ..• � � _ _ � r _ _ � _ � II-2 xI4-0 . O 7 TSP TELEPHONE SYSTEM PANEL O I II I I I L J 8__ i- VT. TELEPHONE OUTLET O i ir 0 Ii �f0 iUTs 4R ,_ f F -1q —I II I A-4 O _ __ V CN. CABLE TELEVISION OUTLET O CM —I -- -- L T J L — + I 1 I LOCUST ='C-5 CAT 5 COMPUTER CABLE e 1 II 1 LOCUST O STEEL STEEL Cm CARBON MONOXIDE DETECTOR O ( .' I F-I \^ 5 D I I CEILING MOUNTED SMOKE DETECTOR 110V. WITH O BATTERY BACKUP O II (}J \4'-8'x IQ\ 1 Q I IX EXISTING DEVICE TO REMAIN O ®�F I GYM AREA 1 / II O �ELE. CABLE PHONE THROUGH FLOOR O I 1 U 1IWALL MOUNTED JUNCTION BOX � NOTES: SEAL I. UPGRADE EXISTING ELECTRIC SERVICE FROM 100 TO 200 AMPS. ,. / 70 2. REMOVE ONLY THE NECESSARY WIRING FROM THE EXISTING I T G FIRST ;. FLOOR TO COMPLETE THE MEW WORK. 3. PROVIDE ALL NECESSARY WIRING FOR APPLIANCES AND " co _I I � NI � � — — — — � I ,� ;' I MECHANICAL UNITS. 1 4. MAINTAIN OPERATION OF AS MUCH OF THE EXISTING ELECTRICAL 1.. AS POSSIBLE WHILE WORK IS IN PROGRESS f A-4 - ply% Copyright 20I8. FROMSKI architecture,p.c.All rights reserved.The Arc rtect reserves the right to reproduce this I BASEMENT FLOOR ELECTRICAL Scale: 114" 1'-0' design in its entirety or any portion thereof.Unauthorized alteration of these documents is a violation of the New York - PROPOSED State Education Law.These drawings and specifications are an instnnnent of service and are the property of the Architect These drawings and specifications are not to be used on any other project,except by written permission of the Architect PROJECT NO. I8-AR005 SCALE 1/4"=1'-0" DATE 8/I/20I8 DRAWN BY TLD CHECKED BY RS TITLE Proposed Electrical Plans SHEET E - 2