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HomeMy WebLinkAbout46510-Z �o�1g�FFOI�IOGy Town of Southold 2/18/2024 a P.O.Box 1179 0 o _ 53095 Main Rd yTjol ,� Southold,New York 11971 a CERTIFICATE OF OCCUPANCY No: 45002 Date: 2/18/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1650 New Suffolk Rd,Cutchogue SCTM#: 473889 Sec/Block/Lot: 109.-6-14.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/18/2021 pursuant to which Building Permit No. 46510 dated 6/29/2021 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: demoltion(as per Town Code)and reconstruction of a single family dwelling with additions and alterations, including unfinished basement, and front porch as applied for with 3 bedrooms. The certificate is issued to Wiles,Patrick&Florence of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-1209 8/3/2022 ELECTRICAL CERTIFICATE NO. 46510 3/15/2023 PLUMBERS CERTIFICATION DATED 3/14/2023 Wevirt4Vidd Aut ri ed ature �SUFFot,��, TOWN OF SOUTHOLD moo- a BUILDING DEPARTMENT C3 2 TOWN CLERK'S OFFICE oy • 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#: 46610 Date: 6/29/2021 Permission is hereby granted to: Wiles, Patrick 48 Mill Pond Rd East Moriches, NY 11940 To: Construct additions and alterations to existing single family dwelling as applied for with SCHD approvals. At premises located at: 1650 New Suffolk Rd, Cutchogue SCTM #473889 Sec/Block/Lot# 109.-6-14.1 Pursuant to application dated 6/18/2021 and approved by the Building Inspector. To expire on 12/29/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,042.40 CO-ADDITION TO DWELLING $50.00 Total: $1,092.40 Building Inspector SO(/j�Ql 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlina-town.southold.nv.us Southold,NY 11971-0959 Q�yCow 1V,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Patrick Wiles Address: 1600 New Suffolk Rd city:Cutchogue st: NY zip: 11935 Building Permit#: 46510 Section: 109 Block: 6 Lot: 14.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Wildwood Electric License No: 4836ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 49 Ceiling Fixtures 17 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 15 Wall Fixtures 10 Smoke Detectors 3 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 40 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan 4 Combo Smoke/CO 3 Transfer Switch UC Lights Dryer Recpt 30A Emergency Strobe Heat Detectors 1 Disconnect Switches 46 4'LED Exit Fixtures 11 Sump Pump Other Equipment: Fridge, Mini Fridge, Oven, Hood, DW, Micro, W/D, 200A Panel 54 Circuit/ 34 Used Notes: New Two Story w/ Unfifnished Basement Inspector Signature: Date: March 15, 2023 S. Devlin-Cert Electrical Compliance Form al. . Town ka11 Annex Telephone(63:1)765�1802 x 54375 Main Road Fax:(632)765-9502 . .. . ... ..-.. ,' P:O:Box:1179 ard Ullt� .. South.old,NY 11971-0959 . .. ... BUILDING DEPARTMENT TOWN OF:SO"Olb .0 E'RT.IF I..CAT.:I.O'lY Dater . .:I..�_y..�..2Q. :.:.:...... . Building Permit No:_ 5i o_ . Owner: lease pqt �' ` ... p.... ) - -- :Plumber: . n (Please print) I certify that the solder used*in the water.supply system contains:less.than2/1.0.of I% lead. (Plumbers:Signature) Sworn to before:me this /`7A . . ....... ...... . _. day of - rck 20 Notary Public, Sil.:.{-_44L,Co snty JANE E GMOMSIOT NOTARY PUBLIC 01 ST040852 QUALIFIED SUFFOLK COUNTYNY TERM EXPIRES DECEMBER 31. Wja / ,. .. .. .. ...... _.. . _. �10 OF SOOTyo - # =TOWK OF SOUTHOLD' BUILDING DEPT. 765-1802 INSPECTION [/- FOOLLUNDATION NDATION 1ST [ ] ROUGH PLBG. [ 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 REKS`: , ^�G On& i'w& ©k= DATE g q INSPECTOR pf SOUlyo6 1 6,5 1 # IN TOWN OF SOUTHOLD BUILDING DEPT. y� ao 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] -ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] -FIREPLACE & CHIMNEY [ ]"FIRE SAFETY INSPECTION' [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ . ELECTRICAL (ROUGH) ] CODE VIOLATION ] PRE C/O REMARKS: DATE INSPECTOR r ✓`O �oy�00E SOUTyolo * # TOWN OF SOUTHOLD BUILDING DEPT. °ycourm a�' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [XROUH PLBG. FOUNDATION 2ND [ ATION/CAULKING FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE.SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION (i [ ] PRE C/O [ ] RENTAL REMARKS: v ytrivim ►� C� v� �f -1 oV1CeA 004 ` rt �vlll/ Lt., W016Y) �A lZfil- Rle,, u- Qm Ak. -A&Y wf DATE INSPECTOR SOGTyolo L4 (as `0 40 NQrv,/ S, # TOWN OF SOUTHOLD BUILDING DEPT. °^ourm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: V,N-!MI M-410 Vz4S*NfW-f DATE INSPECTOR 5�<I Architecture and Construction Management Services j� S 11,E architecture,p.c. June 28,2022 Town of Southold Building Department Town Hall Annex Building 54375 Route 25 PO Box 1179 Southold,NY I I97I Re:Permit#465I0— 1650 New Suffolk Road, Cutchogue Dear: This letter is to serve as a written certification that the rough framing,strapping,and rough plumbing were installed as per approved plans and code compliant. We provided construction management services for the project and were on-site conducting regular site visits to ensure the work was being completed in a correct and code compliant manner.We inspected the work at each stage and found it to be satisfactory. We also inspected the insulation on the project.The roof cavity was filled with a minimum of 8"of open-cell spray foam insulation.This provides the roof cavity with a minimum of R-30.The gable stud walls in the attic received 5-I/2" of open-cell insulation providing a minimum of R-2I. Existing 2"x 4"wood stud walls were given 3"of closed-cell foam achieving a minimum R-2I.New and existing 2" x 6" wood studs walls received 2" of closed-cell foam and a R-I3 batt insulation hybrid composition which provides a combined minimum R-27. Kraft-faced R-30 batt insulation was provided in the basement and crawl spaces.The rim joists and box beams received 3"of closed- cell spray foam.Window and door framing received low density spray foam as an air seal package. Fire caulking was installed as required throughout. The work was completed and deemed to be satisfactory.If you require any additional information do not hesitate to contact my office. 4ec ; "�'t'�G, �o -C Rd :;; AIA, LEEDhitecture,p.c. P.O.BOX 1254 PHONE(63I)779-2832 JAMESPORT,NEW YORK 11947 FAX(63I)779-2833 S T1,�0vISKI Architecture and Construction Management Services architecture,p.c. February 8,2024 John Jarski F E B 1 2 2024 Town of Southold Building Department a. Re:Wiles Residence- 1650 New Suffolk Road, Cutchogue Dear: Mr Jarski, This letter is to address the request for a certification of the percentage of construction for the determination of a non-demolition as per the Town Code.The existing habitable area for the house was I,4I0 square feet.The second-floor addition was 659 square feet and the first-floor footprint expansion was an additional 90 square feet.An additional I7I square feet of the existing garage was converted into living space.The habitable space was increased by 65% and according to the Town Code would be determined as a demolition. The value of the total construction was greater than 50%of the value of the home as well.This is due to the fact that we replaced all the existing windows and siding of the remaining portions of the home. As per our professional categorization of the project, we determine the project to be an addition alteration. A large majority of the existing exterior walls remained intact. Of the 2I5 linear feet of exterior walls only 35 linear feet were demolished equating to I6.3%of the existing exterior envelope. The new footprint on the first floor was done by the addition of a crawlspace and the full height basement was not increased at all.The basement has not been finished and there is no intention to finish the basement.The project meets all current code including providing a legal secondary means of egress from the basement.We reached out to Courtney Nation,PE form the Division of Building Standards and Codes about the use of the existing `Bilco" door as a legal means of egress. The existing basement entry enclosure does not have a lock on the door and meets the definition of Section R3I0.4 in the residential building code. I have attached the email correspondence between Mr.Nation and myself about the required second means of a res thou , th roiectswould Y q � g �g�p�.�---�-�-- be onsidered demol' ion as erTown Code we eet all current codes with respect to providing a required secondary means of egress om a asement directly to the exterior by use of the existing "Bilco"entry.At this time,we have addressed all the items from your latest inspection and respectfully request the issuance of a Certificate of Occupancy for the project. If there is any required fee to extend the per 't because of the timing in addressing these issues,please let me know and I will pay the require e. Your ober tromski AIA, EED AP STRO KI architecture,p.c. P.O.BOX I254 PHONE(63I)779-2832 JAMESPORT,NEW YORK 11947 FAX(63I)779-2833 From: robert stromskiarchitecture.corn<robe rt@stromskia rch itectu re.co m> Sent:Wednesday,October 19,2022 12:12 PM To: Nation,Courtney(DOS)<Courtney.Nation@dos.ny.gov> Cc:tyler stromskiarchitecture.com<tyler@stromskiarchitecture.com> Subject: Bulkhead Enclosure Question for means of egress-1650 New Suffolk Road Wiles Residence You don't often get email from robert@stromskiarchitecture.com.Learn why this is important 7. i I Mr. Nation, I do not know if you remember but we spoke a few months back about the possible use of an existing"Bilco" enclosure as the emergency escape and rescue opening.Attached please find a proposed foundation for a project that we are doing in the Town of Southold.The Southold Building Department is stating that we would need to add an emergency window and window well and that the current basement access does not meet the current building code requirements. When I spoke with Mr. Mike Verity, Chief Building Inspector about this issue he stated that the prior codes of 2015 and 2010 specifically identified bulkhead enclosures and the new code has omitted that section of the code. He stated that by the omission of the provision in the new code the bulkhead enclosure was no longer allowed as an emergency access. In the 2010 NYS Residential Code section R310:3 mentioned"Bulkhead enclosures". In the 2015 Residential Code section R310.3.2 mentioned "Bulkhead enclosures". In both instances they were allowed as an emergency means of egress. In the 2020 Residential Code section R310.3.2 only mentions Area wells. Bulkhead enclosures are not mentioned under Section 310.3 Emergency escape and rescue doors. Do you agree with Mr.Verity's assessment that by omitting the language of a bulkhead enclosure that it would be deemed unacceptable. I feel that the description of an area well is met by the current"bilco" (bulkhead enclosure) access.The width of the stair is 48", and the door at the bottom of the stair opens in towards the interior of the basement.The area well has a cover that is releasable from the inside without any special knowledge required and minimal force to do so. Can you please take a look at this issue and let me know your thoughts on the matter? If you would like to discuss the issue by phone please call my cell at 516-380-3276. 1 appreciate your time and consideration in this matter. Respectfully, Robert Stromski AIA,LEED AP President—Principal Architect S 11v�YISIEI architecture,p.c. PO Box I254 Jamesport,NY I I947 Phone: 63I-779-2832 Fax: 63I-779-2833 Email:robert@,stromskiarchitecture.com Website:stromskiarchitecture.com 2 4 ' robert stromskiarchitecture.com From: Nation, Courtney(DOS) <Courtney.Nation@dos.ny.gov> Sent: Thursday, October 20, 2022 11:54 AM To: robert stromskiarchitecture.com Cc: tyler stromskiarchitecture.com Subject: RE: Bulkhead Enclosure Question for means of egress - 1650 New Suffolk Road Wiles Residence Dear Sir: I think Mike Verity is among New York's finest Code officials. However, in this situation I respectfully disagree that removal of the provisions that explicitly allowed bulkhead enclosures means that they are no longer permitted. Even though the provisions mentioned have been removed,other clarifying language has been inserted in the Code such as language at Section R310.4 which allows covers over emergency escape and rescue openings.A"Bilco door"that meets the following provision would satisfy the Code's provisions for such a cover. R310.4 Bars,grilles,covers and screens. Where bars, grilles,covers,screens or similar devices are placed over emergency escape and rescue openings,area wells,or window wells,the minimum net clear opening size shall comply with Sections R310.2.1 through R310.2.3, nd such device hall c rcleasab e or removable fmtn the imsidc ithout th se ol'a key,tool,sPAcial know edge or force Rre, tha hat rcquired for the orrna o cratnon of the csca e a d rew- ��enin If,for example,a padlock is placed on the outside of a Bilco door this would disqualify such a Bilco door from consideration as suitable a cover for an emergency escape and rescue opening.This may be what Mr.Verity is finding objectionable. Courtney Nation, PE Civil Engineer 1, Division of Building Standards and Codes New York State Department of State Division of Building Standards and Codes 250 Veterans Memorial Highway, (Suite 2A15) Hauppauge, NY 11788 (631) 952-4915 1 courtney.nation(W-dos.ny.gov www.dos.ny.gov CONFIDENTIALITY STATEMENT.This email and any attachment is for the sole use of the intended recipient and may contain private,confidential and/or privileged information.If you are not the intended recipient,any dissemination,distribution or copying is strictly prohibited. If you have received this transmission in error,please notify the sender immediately by return email and delete the message and all copies and attachments from your system. 1 T_-S —MS]�J Architecture and Construction Management Services J2, architecture,p.c. March 4,2024 Zak John Jarski Town of Southold Building Department Re:Wiles Residence 1650 New Suffolk Road,Cutchogue Dear: Mr Jarski, This letter is in response to your inspection checklist dated 03/15/2023 for permit#46510 Wiles Residence. Please note that a fire-rated door was installed in the garage with self-closing hinges. The pins on the hinge have been adjusted and they are now operating as self-closing hinges. We have installed 5/8"sheetrock at the floor framing to the garage slab to provide the required fire separation. Angle brackets were installed on the ceiling as requested. An inspection by the electrical inspector was done on 3/I5/2023 and the final was ok and approved. A copy of the certificate is attached. The plumber installed a copper pipe from the relief valve on the boiler as requested. We modified the framing above the basement stair to provide the minimum 80" head clearance. The insulation installed at the home meets or exceeds the NYS energy code. As per the attached revised ResCheck the following insulation was installed; -Roof Cavity received 8"of open cell spray foam with an R-30 min. -Attic exterior walls received 5.5"of open cell with an R-21 min. - 2x6 Framed walls received 2" of dosed and R-13 Batt insulation for a combined R-27 value -2x4"framing received 3"of dosed with a value of R-21 min -the box beam of the first floor received 3"of dosed cell with a value fc,R-21 min -the basement ceiling received R-30 batt insulation These values reflect the attached revised ResCheck and show a 12.6% better than code result. The following are pictures that verify the items which have been addressed in hopes that additional field in tion would not be required. Each photo is labeled to which item it addresses. 4e ins;pion would no:De required.'a r Res tfully yours, P I 0 P bert Stromski AIA,eED AP STROMSKI architecture,p.c. P.O.BOX 1254 PHONE(631)779-2832 JAMESPORT,NEW YORK I 1947 FAX(631)779-2833 .` _ AtS T ROMSKI Architecture and Construction Management Se��ices` architecture,p.c. February 8,2024 a P� John Jarski Town of Southold Building Department Re:Wiles Residence- I650 New Suffolk Road,Cutchogue Dear: Mr Jarski, This letter is to address the request for a certification of the percentage of construction for the determination of a non-demolition as per the Town Code.The existing habitable area for the house was I,4I0 square feet.The second-floor addition was 659 square feet and the first-floor footprint expansion was an additional 90 square feet.An additional I7I square feet of the existing garage was converted into living space.The habitable space was increased by 65% and according to the Town Code would be determined as a demolition. The value of the total construction was greater than 50%of the value of the home as well.This is due to the fact that we replaced all the existing windows and siding of the remaining portions of the home. As per our professional categorization of the project, we determine the project to be an addition alteration.A large majority of the existing exterior walls remained intact. Of the 2I5 linear feet of exterior walls only 35 linear feet were demolished equating to 16.3%of the existing exterior envelope. The new footprint on the first floor was done by the addition of a crawlspace and the full height basement was not increased at all.The basement has not been finished and there is no intention to finish the basement.The project meets all current code including providing a legal secondary means of egress from the basement.We reached out to Courtney Nation,PE form the Division of Building Standards and Codes about the use of the existing "Bilco" door as a legal means of egress. The existing basement entry enclosure does not have a lock on the door and meets the definition of Section R3I0.4 in the residential building code. I have attached the email correspondence between Mr.Nation and myself about the required secondary means of egress.Even though the project would be considered a demolition as per Town Code we meet all current codes with respect to providing a required secondary means of egress from the basement directly to the exterior by use of the existing "Bilco"entry.At this time,we have addressed all the items from your latest inspection and respectfully request the issuance of a Certificate of Occupancy for the project. If there is any required fee to extend the permit because of the timing in addressing these issues,please let me know and I will pay the requir ee. Res lly yours, o rt Stromski AIA, ED AP ST MSKI architectur ,P.C. P.O.BOX I254 PHONE(63I)779-2832 JAMESPORT,NEW YORK 11947 FAX(63I)779-2833 { aZ11 i Photo shows copper pipe installed at relief valve below boiler. F Photo shows copper pipe installed at relief valve above boiler. z 1 S'I ROMSKI Photo shows installation of plate cover for fire rated door at garage. ,pp 1 i { ,SON Photo shows copper pipe installed at relief valve above and below boiler. �� S't 1Zr��15KI whitmure,pc Of -m Photo shows the required head clearance above basement stair. 0� mote I r � m� n �H .� Photo shows framing sticker installed on electrical panel i F� s S'1 ROMSKI .rcnmrtwt.pc. a v x � Repeat note I t ee r �r Photo showing sheetrock fire separation at mudroom as required S-1 I J"'I 1K I omfA[C[NR.PC. 3t•�r A Additional photo showing sheetrock fire separation at mudroom as required. a 511:JMSK1 architecture,P.C. ST R-05 MIS KI Architecture and Construction Management architecture,p.c. February 8,2024 FEB 1 2 2024 John Jarski Town of Southold T;; Building Department Re:Wiles Residence 1650 New Suffolk Road,Cutchogue Dear: Mr Jarski, This letter is in response to your inspection checklist dated 03/1 S/2023 for permit#465 10 Wiles Residence. Please note that a fire-rated door was installed in the garage with self-closing hinges. The pins on the hinge have been adjusted and they are now operating as self-closing hinges. We have installed 5/8"sheetrock at the floor framing to the garage slab to provide the required fire separation. Angle brackets were installed on the ceiling as requested. An inspection by the electrical inspector was done on 3/I5/2023 and the final was ok and approved. A copy of the certificate is attached. The plumber installed a copper pipe from the relief valve on the boiler as requested. We modified the framing above the basement stair to provide the minimum 80" head clearance. The insulation installed at the home meets or exceeds the 1*-NS energy code. As per the attached revised ResCheck the following insulation was installed;- -Roof Cavity received 8"of open cell spray foam with an R-30 min. -Attic exterior walls received 5.5"of open cell with an R-21 min. - 2x6 Framed walls received 2" of dosed and R43 Batt insulation for a combined R-27 value -2x4"framing received 3"of dosed with a value of R-2I min - the box beam of the first floor received 3"of closed cell with a value fo R-21 min -the basement ceiling received R-30 batt insulation These values refle the attached revised ResCheck and show a 16.9% better than code result. The followin are pictures that verify the items which have been addressed in hopes that additional field m* spe on would not be requi . Each photo is labeled to which item it addresses. Resp y ours, ert Stroms LEED AP S OMSKI ar tecture,p.c. P.O.BOX 1254 PHONE(631)779-2832 JAMESPORT,NEW YORK 11947 FAX(631)779-2833 r I i Photo shows installation of plate cover for fire rated door at garage. t c: *N Photo shows copper pipe installed at relief valve above and below boiler. S'l 1Zr�V1 S K architecture,pc. 1 Photo shows copper pipe installed at relief valve below boiler. r q � i i - Photo shows copper pipe installed at relief valve above boiler. ti •".A Y R I� srdheaure,p.c. N' Photo shows the required head clearance above basement stair. *note I mn n Photo shows framing sticker l installed on electrical panel 71 A6 51 ROMSK[ &r&ite-"ffO.P.C. k Repeat note I ----------------- �R S e f c e t e; � r Photo showing sheetrock fire separation at mu droom as required 11 C)m 5 K 1 ,� WhfKctum.p.t i Additional photo showing sheetrock fire separation at mudroom as required. AS'I 1:OvtSKI - architecture,P.C. ° Retrotec rCloud Quality Assurance Report Resnet 380 Sin int Blower Door Test PASS Your Result:� H!5 1.9 AC 0 (633.11 CFM50*60/ 19200 fts) Tar et <= 3 Test Information Test Name WILES 1650 new suffolk rd cutchogue ny Test Date 2022-10-28 09:17 AM (UTC-4) Export id QGD51 CHD Company Name Star mechanical Technician Name Rey Villegas Technician Email reyhvac19899gmail.com Building Information Address 1650 New Suffolk Rd City Cutchogue State NY Zip/postal Code 11935 Country United States Year Constructed 2020 Elevation 20 ft Address Verified? Yes Building Latitude, Longitude 41.006351,-72.483009 GPS validation Latitude/Longitude: 41.006382.-72.483002:Accuracy 27 ft Estimated Distance From Address 9 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 70 OF Pre-test Outdoor Temperature 65 OF Wind Speed Unknown Average Barometric Pressure 90 kPa Test Dimensions Conditioned Floor Area 1600 ft2 Volume 19200 ft3 L AMYRetrotec rCloud Test Results Summary Test Type Resnet 380 Single Point Blower Door Test Time Averaging 10 seconds Air Changes Per Hour 1.978 Induced House Pressure -49.34 Pa Corrected Flow 575.56 CFM @ 50 Pa Adjusted Flow 633.11 CFM Cm 50 Pa Intercept 45.265 Slope 0.650 Test Results Test Data Set 1 Flow Direction Depressurize Gauge Location Inside Test fan location Front door Average baseline -0.01 Pa Depressurize Results Air changes at 50 Pa, nso 1.7986/hr Air leakage rate at 50 Pa, qso 575.56 CFM Effective leakage area at 4 Pa, EfLA 4 32 inz Specific effective leakage area (floor) at 4 Pa, ELAF4 0.0198 inz/ftz Normalized leakage area at 4 Pa, NLA 4 0.0261 Baseline Pressure, Initial (Pa) -0.3 -0.5 -0.8 -0.9 -0.9 0.5 0.9 0.8 0.7 0.4 Average baseline, initial AP of -0.01 AP oi- -0.68 AP oi. 0.66 Baseline Duration 13 seconds Building pressure (Pa) -49.35 Induced pressure (Pa) -49.34 Fan Pressure [5000- 134] (Pa) 86.73 Total flow qr(CFM) 575.02 Measured flow qm (CFM) 575.05 Total flow through envelope, genv (CFM) 569.61 Error 0.0% Correlation 1.0000 Confidence Limit 95% Intercept, Cenv 45.186 45.186 45.186 Intercept, CL 45.265 45.265 45.265 Slope, n 0.650 0.650 0.650 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 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-foundposition). 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 or to 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 or to 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 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. Plumbinq drains with empty p-traps shall be sealed or filled with water. Confirmed r ' w 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 efficient program.) �► Retrotec rCloud Test Notes No notes entered. Flow Equation Parameters - Factory Default Fan Model Retrotec 5000 Fan Serial Number 5fn10w455 Flow equation parameters - 131 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- RP x K1)"x (K+ K3 x FP) x K4 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 50 131 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 FPZ) + (C x FP) + D +((G - RP) x F) . y ! Retrotec rCloud Quality Assurance Report Resnet 380 Total Duct Leakage Test PASS Your Result: 1 CFM/100 ft2 (16 CFM * 100/ 1600 ft2) Tar et<= 4 CFM/100 ft2 Test Information Test Name Wiles 1650 new suffolk rd cutchogue ny Test Date 2022-10-2810:05 AM (UTC-4) Export id Y04GF8FO Company Name Star mechanical Technician Name Rey Villegas Technician Email reyhvac1989@gmail.com Building Information Address 1650 New Suffolk Rd City Cutchogue State NY Zip/postal Code 11935 Country United States Year Constructed 2020 Elevation 20 ft Address Verified? Yes Building Latitude, Longitude 41.006351,-72.483009 GPS validation Latitude/Longitude: 41.006420. -72.483027:Accuracy. 184 ft Estimated Distance From Address 19 ft Test Equipment Fan Model Retrotec 300 Fan Serial Number NA Pressure Gauge Model Retrotec DM32 10A Gauge Serial Number 410076 Environmental Conditions Pre-test Indoor Temperature 70 °F Pre-test Outdoor Temperature 65 °F Wind Speed Unknown Average Barometric Pressure 90 kPa Test Dimensions Conditioned Floor Area 1600 ft2 Volume 19200 ft3 'LilaRetrotec rCloud Test Results Summary Test Type Resnet 380 Total Duct Leakage Test Flow Reference Pressure 25 Pa Time Averaging 5 seconds Nominal Fan Flow 16.23 CFM @ 25 Pa Test Results Test Data Set 1 Flow Direction Depressurize Gauge Location Outside Measured Pressure (Pa) -24.86 Fan Pressure[300- 29] (Pa) 180.86 Flow (CFM) 16.17 :1 Retrotec rCloud Compliance Verification 4.2.2. The HVAC system controls shall be adjusted so that the air handler fan does not Confirmed turn on during the test. Pressure probe location supply Duct leakage tester location return 4.4.1.1. If ducts run through Unconditioned Space Volume such as attics,garages or Confirmed crawlspaces,then any vents, access panels,doors,or windows between those spaces and the outside shall be opened. At least one door,window or comparable opening between the building and the outside shall be opened to prevent changes in building pressure when the Duct Leakage Tester is running. 4.4.1.3. An indication of whether the Duct Leakage Tester is pressurizing or Pressurize depressurizing the ducts stem shall be recorded. ® Retrotec rCloud I Dr. Test Notes No notes entered. Flow Equation Parameters - Factory Default Fan Model Retrotec 300 Fan Serial Number NA Flow equation parameters - 131 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 0.5010 28.9100 0.0000 0.4000 0.0000 1 20 74 0.5045 7.0770 0.0000 0.2500 0.0000 1 15 47 0.5000 3.2410 0.0000 0.1000 0.0000 1 10 29 0,5020 1.1900 0,0000 0.2000 0.0000 1 20 18 0.4990 0.4570 0,0000 0.2500 0.0000 1 25 11 0.4800 0.2080 0.0000 0.2500 0.0000 1 25 7 0.5000 0.0718 0.0000 0.1100 0.0000 1 25 102 0.5900 10.7000 0.0000 0.4000 0.0000 1 100 flow= (FP- RP x K1)"x (K+ K3 x FP) x K4 • ' • FRAMIN.6 • PLUMBIN 1 • STA • ! grow MAN .. i. ` nil r TOWN OF SOUTHOLD—BUILDING DEPARTMENT N Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny. ov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: J J U N 1 8 2021 L Applications and forms must be filled out in their entirety. Incomplete. P,r 1. , TEP,f,n applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:June 15th 2021 OWNER(S)OF PROPERTY: Name:Patrick K & Florence V Wiles 1000-109-6-14.1 scTM# Project Address:1650 New Suffolk Road Cutcho9 ue NY 1.1935 Phone#:631-727-2188 Email:patrick.wiles@farmcrediteast.com Mailing Address:48 Mill Pond Lane , East Moriches NY 11934 CONTACT PERSON: Name:Stromski Architecture p.c.- Robert Stromski Mailing Address:P.O. Box 1254 Jamesport NY 11947 Phone#:631-779-2832 Email:robert@stromskiarchitecture.com DESIGN PROFESSIONAL INFORMATION: Name:Stromski Architecture p.c. Mailing Address:P.O. Box-1254 Jamesport NY 11947 Phone#:631-779-2832 Email:tyler@stromskiarchitecture.com CONTRACTOR INFORMATION: Name:D.S. Cornerstone Builders Corp. Mailing Address:400 Ostrander Avenue Riverhead NY 11901 Phone#:631-727-6.090 Email:DSCB.Corp@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $325,000 Will the lot be re-graded? []Yes BNo Will excess fill be removed from premises? ®Yes ❑No 1 PROPERTY INFORMATION Existing use of property: Intended use of property: _ _ _ __ i_n-gle-Famll_y _ . _ _ . Si_ngle-Famll-y -- Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_4.0 this property? Eyes ®No IF YES, PROVIDE A COPY. 8 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, Additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.4S of the New York State Penal Law. Application Submitted B t name):St s 'rom Architecture, p.c.- Robert Stromski ®Authorized Agent ®Owner Signature of Applicant: T IC LES Date: June 14, 2021 ut STATE OF NEW YORK) SS: COUNTY OF SUFFOLK ) PATRICK K. WILES being duly sworn,deposes and says that(she is the applicant (Name of.individual signing contract)above named, (She is the n/a (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 14thday of June , 20 21 f Notary Public CYNTHIA GANNON NOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION NO.01GA4508729 QUALIFIED IN SUFFOLK COUN (Where the applicant is not the owner) COMMISSION EXPIRES,MARCH,30 r rL ty06 residing at q8 mil( P0oo) L�n-e , P-45f (ndtak-sljm- Stromski Architecture P.C.- Robert Stromski do hereby authorize to apply on m b jato he w of So hold Building Department for approval as described herein. i dd >Oz/ VOwner's ignature Date �,kkev- G/ & Print Owner's Name 2 1 1 � ou 2 y� U BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD r Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 119 - 5 Telephone (631) 765-1802 - FAX ( ) 6-42 U E ro err southoldtownn ov - seand holftypy.M LJ U —, 0 APPLICATION FOR ELECTRICAL INSPECTION T BUILDING DEPT. ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Wildwood Electric Electrician's Name: Ralph Passantino License No.: ME-4836 Elec. email:ralphjr@wildwoodeletric.com Elec. Phone No: 6319294219 �2fI request an email copy of Certificate of Compliance Elec. Address.: P.O. Box 373 Rocky Point NY 11778 JOB SITE INFORMATION (All Information Required) Name: Wiles Residence Address: 1650 New Suffolk Avenue Cutchogue NY 11935 Cross Street: Cedars Road Phone No.: 631-779-2832 Bldg.Permit#: 46510 email:robert@stromskiarchitecture.com Tax Map District: 1000 Section:109 . Block: 6 Lot: 14.1 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Renovation of existing house and a addition creating a second story. Converting part of the existing garage into living space approx. 200 sq.ft. Square Footage: 12,330 Circle All That Apply: Is job ready for inspection?: YES ❑ NO Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES [ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals D 1 2 H Frame Pole Work done on Service? MY N Additional Information: PAYMENT DUE WITH APPLICATION ou 2 �Qc� Ffi1( �0 BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New'York 119 • - 5 p`t � Telephone (631) 765-1802 - FAX ( � n/� 2 5920 V IS , )l� �, ' ro err southoldtownn ov seand hol n . APPLICATION FOR ELECTRICAL INSPECTION T BUILDING DEPT ELECTRICIAN INFORMATION (All Information Required) Date:I I I IZ�zdZl Company Name: Wildwood Electric Electrician's Name: Ralph Passantino License No.: ME-4836 Elec. email:ralphjr@wildwoodeletric.com Elec. Phone No: 6319294219 RfI request an email copy of Certificate of Compliance Elec. Address.: P.O. Box 373 Rocky Point NY 11778 , JOB SITE INFORMATION (All Information Required) Name: Wiles Residence Address: 1650 New Suffolk Avenue Cutchogue NY 11935 Cross Street: Cedars Road ' f Phone No.: 631-779-2832 Bldg.Permit#: 465. 1 0 email:robert@stromskiarchitecture.com Tax Map District: 1000 Section:109 , Block: 6 Lot: 14.1 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Renovation of existing house and a addition creating a second story. Converting part of the ; existing garage into,living space approx. 200 sq.ft. Square Footage: 12,330 Circle All That Apply: Is job ready for inspection?: YES ❑ NO 0✓ Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES 0 NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# Address:- SwitchesDkw, Outlet ri'I 1 Ell GFI's Surface : Sconce G to H H's UC Lts ! ............ Fans Exhaust p OvenJ ,T": : . . _ W%D i .; _ , z Smokes I DW '� Mini _ Carbon. ... . .. .. . cro. :......_ Ceiie`r'afor, Combb 1, Cddktop . _ �.Transfer' AC AH Hood ... .. ave�Arr�ps' 'H Used Special:.. : : . - V ... Comments: (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATON LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EASTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USD TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT B_.\RING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATION.ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF VTLLS(W),SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA CBTAINED FROM OTHERS HEALTH DEPARTMENT USE LEGEND 400 Ostrander Avenue, Riverhead, New York I1a01 tel. (551.727.2505 fax. 651.721.0144 AP =ASPHALT PAVEMENT odmin®youngengineering.com CE =CELLAR ENTRANCE CP =CONCRETE PAVEMENT CLF =CHAIN LINK FENCE CMF =CONCRETE MONUMENT FOUND Howard W. Young, Land Surveyor CM5 =CONCRETE MONUMENT SET nm >„ Thomas G. Wolpert, Professlonal Engineer EOC =EDGE OF CONCRETE fi; Douglas E. Adams, Professional Engineer EOP =EDGE OF PAVEMENT Robert G. Tast, Architect WbF WOOD FENCE=ON PROPERTY LINE `J�J E Robert 5tromski, Architect = �> ��) WIF =WIRE FENCE WSF =WOOD STAKE FOUND WSS =WOOD STAKE SET �: rn SITE DATA Cob =UTILITY POLE Q =TERMINUS OF LINE/CURVE AREA = 16,500 SQ. FT. 1 S *EXISTING SANITARY SYSTEM&WELL LOCATION SHOWN FROM 1 PREVIOUS SURVEY. 1 1 1 1 VERTICAL DATUM =NAVD(1988) 1 * TOTAL NUMBER OF BEDROOMS =3 t I � 1 =► S now or fAnasfiasia cob-is 1 t 0 Cob* & 1 JuStln Cob*rTg with Public Water) ( / WSS1 11.96 11.93Z 1 g0°06'4011E HEDGe 12.8 fT1 N T I I 1150•p0 .99 �\ / 1 13.74 STONE DRIVEWz/ 2.7 ■/,/mil 1 1 / �/• I _` 01� 4.07 13.60 C CMF - - - p o Z l - 14.83 Wff r aT i 14.10 BRICK 1 W O 1 CLfT0 WALK CONC. %4.08 pROP(�SE D NO 1Z 6 W 14.83 1 3_1 2' 14.54 eER SED GFL ro \OPQ$ED 1 �� 11 Z pIaOPO ro o STORY PR w S Do pDDT'RON PORCM� 47.13, w m P 13. 15.02w r h C51 0' __- Q >o c a N PRbPO SEO� 3• `0 / ' 1 o > �plTt o a o -A, % 16.69 EFIFL ,; 3 i 496, 1 o m >I 1 -"- SURVEYOR'S CERTIFICATION 0 6 / 2.0' 200' 1A WE HEREBY CERTIFY TO PATRICK WILES, FLORENCE WILES, d I mo° a 2 o FIRST AMERICAN TITLE INSURANCE COMPANY & SAFE O / 4. GAIL,i I LP2 ZI HARBOR TITLE AGENCY, LTD. THATTHIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY O \�C11 _ / cE 26.3' 8 3 8'pZA. 03 / MF 10.21 10.33 1 THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. s O �N it X01 h'ED1P �11, C n O ✓/ FYI f I O NI-ov o / CLF 150 001 / 3 WELL TO BE ABANDONED N s rC I) i 60 DSyPO STSED 5g00N M O wss ARP 5A 13.75 r TOTH now or form •, ,-.;; TARP SYSTEM ARbANCES ��o & Carla Galla ' 11 HOWARD W.YOUNG,N.Y.S.L.S.N0.45893 EAB bONEDIN SCDNDSTANb Ga ABAN Richar Water) Public I `O (t)%q ng with w SURVEY FOR 1 Q 1 1 PATRICK WILES & 1 FLORENCE WILES E at Cutchogue, Town of Southold (V Suffolk County, New York " BUILDING PERMIT SURVEY o Houma TEST HOLE N BY McDONALD GEOSERVICES la 1 0 DATE:03/30/2021 County Tax Map District 1000 Section 109 Block 06 Lot 14.1 p FINISHED FLOOR O 1 - O EL=16.7 FINISHED GRADE EL=14.0 0.0' FIELD SURVEY COMPLETED AUG.18,2020 a EL•I5.5 EL.90 EL•Ilb I MIXEDGRAVEL, MAP PREPARED AUG.19,2020 SAN ,LOAM I'MIN EL.105 1 2'MAX. -�I'MIN. , 0•5' Record of Revisions 4'DIA PVG 2'MAX. 4'VIA PVG BROWN SILT REVISION DATE IE=9.9 PIPE®2.00.ao IE=q7 PIPE®1.00'S EL.9.0 I (ML) AMENDED CERTIFICATIONS AUG,26,2020 o•� FLOW LIINr 1 4.0' ADDED BUILDING PERMIT DATA APR. 20.2021 093' $ 8 I-P2 1 ADDRESSED SCDHS NOICA#1 JUNE 07.2021 " PALE BROWN - FINE SAND N EL•5.0 _ _ �� IZ.2' � _ - - Ro o HIGHEST = J too, E eDD' O D i;mk °� -r- /�D AD WATER IN PALE ° A•2.0 _ - �CD ni` BROWN FINE 1200 GAL.SEPTIC TANK (5)LEAGHINb P0CL5 SAND m (300 5.r-S.)Al.AJ (SP) 30 0 15 30 60 90 HYDRAULIC PROFILE D. NT5 HIGHEST EXPECTED 170 Scale: 111 = 30' GROUND WATER EL=2.0 JOB NO. 2020-0089 DWG. 2020_0089_bp 1 OF 1 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE IDT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES,(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY, 4 CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION 'XRTIRCATIONS ARE NOT TRANSFERABLE TO ADD111ONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS, HEALTH DEPARTMENT USE LEGEND 400 Ostrander Avenue, Riverhead, New York I1a01 .n� tel. 651.727.2505 fax. 651.72"1.0144 AP =ASPHALT PAVEMENT admin®youngengineering.com CE =CELLAR ENTRANCE CP =CONCRETE PAVEMENT CLF =CHAIN LINK FENCE CMF =CONCRETE MONUMENT FOUND Howard W. Young, Land Surveyor CMS =CONCRETE MONUMENT SET nNr Thomas G. Nlolpert, Professional Engineer EOC =EDGE OF CONCRETE tfi a. Douglas E. Adams, Professional Engineer EOP = EDGE OF PAVEMENT O-L =ON PROPERTY LINE w E Robert 0. Tost, Architect WDF =WOOD FENCE Robert 5tromskl, Architect WIF = WIRE FENCE WSF = WOOD STAKE FOUND WSS =WOOD STAKE SET SITE DATA G-� =UTILITY POLE ' 01� Ci =TERMINUS OF LINE/CURVE AREA - 16,500 SQ. FT. t s *EXISTING SANITARY SYSTEM b WELL LOCATION SHOWN FROM ' PREVIOUS SURVEY. I II I I VERTICAL DATUM =NAVD(1988) 1 I I L30 * TOTAL NUMBER OF BEDROOMS =3 ' now or for erl IQ CObiS I t 6 SUPFOLK,COUNTY+DEPAp T(1fEN i OF H ALTH SEr VICES I IS & Ana t 1 FEf?N!tT 1'Oil AP?POVAL OF CoNJTRUCTION FOP 1 jLIStln(Cobing with public Water) 1 1196 11.99Z ° SI'�iGl_F� FAMILY ty':.SIO!'EvCL Old'LY WSS 12.8 m I I 080006'40"E / NEDGE 1�O o0 �\ nT 10 Z �e. . Ir. NO. -2i - a09 / y 1 13.74 STONE DRIVE`N�/ 2.17 I t APPitO4"! CMF - g v Z "i 4.07 / _ 13.60 N ry I - -- CJIA�IPSIUhi _ � cOl O::hl�i^ I"01. 14.83 WDF o n 14.10 TN\ I I }�i Eip' rz T1? V ARS l;r'�f,r1! ppi�7�r1�L RI .pl V O �{ t ...M.....,•w..,:vV,.wau..ro.a•,. >m..V:A.+w+.^.+R"."."•' CSI O CLF WALK CONC• �Pso II �a.oa pROPC�SED N I 6 W 37 z' 14.5a R SERVI&E Q t2. pR OSED 14.83 GFL ED 1 �►� 1 Z �i;i?.4n :2s:::I:i GS 0 ist tl tf .f ,F..., Tst e OP N S o �.% SuI t?,ry S��c;P.t Till., v 1s1 �0 2n D�RON POR Nl 47.0' "I� 1 C000li,,fC ? I:.CO.'✓Ii.l d£},aTtfie?2t T i!3i Cii14�It Submit o w AD 1so' S.o_z__w_ w w I ? T:1plCiet� flIll 1 �VJl��-0g0 wSroo : rn O o \ >o N PR6POSED 3 c-i o > APDITIOW O Q p• D•L r i o It / Z 0 (� ri O$ m ) 1 FE O / 5 n I N 0 v / m FF LZD, 2533 49.6' 1 f�1 � 11 P`� SURVEYOR'S CERTIFICATION a LPG > n p v *.001 WEHERL''.R"CERTIF/TO FATi21CK WILES, f'LOr'T.C110E WILES, G 00/J I LP? HI FIRST R INSURANCE COMPANY ARB O R TITL AG EN CY, LTD THAT THIS H SURVEY WAS PREPARED IN oI ,z, o �� -j • ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY p / cE 26,3' 8 IA• LP3 CMF 10.33 I THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. (3)8 D 10.01 10.21 o \"�I✓/ //,�� iAll xa'EDLP ^ry ' oCC) g / \ 11 ✓r 00 / u WELL TO BE I �� R F 150• / 3 ABANDONED y I C ''��l ��'• I R' , ;>r'x CN 580WW 00 / PROPOS D I ��'�O '`;,.- r"..4. •a ! l .�; ,5 WSS / SANITARY SYS t 1 i r 13.75 3lyMil I cJa`.3 ,'✓ _`.l form TAR`/SYSTEMjO BE now or Gallo I EXI5TINI DIN ACCORDANCEpARD J• Gallo &Carla 1 1 HOWARD W.YOUNG, .L.S.NO 893 •,`�ti.` J`' ABAND SCDNS STAN Richard Water) -�':�n Public �$ (Dwelling with I ' SURVEY FOR to 1 1 PATRICK WILES &, 1 FLORENCE WILES E 1 I at Cutchogue, Town of Southold I Suffolk County, New York 06 N I HOUSE ' TEST HOLE BUILDING PERMIT SURVEY r o' t BY McDONALD GEOSERVICES p FINISHED FLOOR DATE:03/30/2021 I O County Tax Map District 1000 Section 109 Block 06 Lot 14.1 EL=16.7 FINISHED 6RrlDE EL=14.0 0.0'°' EL.Iss EL•9p EL•Ils I MIXED GRAVEL, FIELD SURVEY COMPLETED AUG,19,2020 AUG.18,2020 SAND,LOAM MAP PREPARED 1'MIN. EL•105 t I'MIN. ' ' 4`VIA P VC, 2 I 0.5 Record of Revisions IE•9.9 PIPE®2.00% IE•91 4•DIA PVG BROWN SILT REVISION DATE PIPE® I.00SG EL•9.0 (ML)0� FLOW LINE AMENDED CERTIFICATIONS AUG 26 2020 E.92 E 90 t 4.0' ADDED BUILDING PERMIT DATA APR 20 2021 LP2 ADDRESSED SCDHS NOICA#1PALE BROWN DUNE 0 2021 - FINE SAND (SP) c � � w6HEsr i a-s.o - _ - - 12.2' oe.00' e.00' eRo oovwTER m - O AD EL•2.0 R WATER IN PALE 0 1200 6AL.SEPTIC TANK C�D BROWN FINE (9)LEAGHINC,POOLS m (300 s.F.S.NA) SAND (SP) 30 0 15 30 60 90 HYDRAULIC PROFILE 9 NT5 HIGHEST EXPECTED 170 30' Scale: 1" = GROUND WATER EL=2.0 JOB NO. 2020-0089 DWG. 2020_0089 by 1 OF 1 (1)L)NAUT111P17FO ALIERAIWN OR 4XITI-A4 Tc,-,?s!PjRvr,, !,A v"-Ar,"v sEcrON 1209-THF NEW YM VATE EGUCA-,fN i 1* (2'0'.STANCES:?-OWN W4ErN fRCM PRCVER'l VNkS Tt 10�'IaIN Z S'-, 1URE';AFF rw A V'E Nr T ffC {Sr',T'F77AR,�'IH flr,!PEXT' UIWS OR Q)ft MS'I:M'I-FENCES, or INIS SiR.�ff%4AJI NOT WARM, 'q-IANO SLIRWY'A'S*M SEAL(R CIMOSSM SEAL SH NOT K 004SICIREE-'r K A VAI,1.1 TWtr.Copy.(4)CMIFIC&PON -NDICAr-'o HEREIN 5-ALL PON O"LY'Xi TIC PEPSIN FOR WW 714F"VEY IS PKPARED ANL ON HS BEHALF TO WE T:TLE C"WRNMYNTAL Ar..FNCY ANt Fl,�ANG W5TTVI'�cli-�M "FRU", W DIF��ewM O� LF'$_v 4"NVISF�R��L- "I N�-17,N6 OR'�MSEQI F-,T T17 S'J 1 7 TANKS I", CE�,-POM�j tCP)SHC%N fl�WON kRF FWW Fl-V-OSIRVAPONS ANT M 04TO OBTAINED FR%4 OTHE-'jS HEALTH DEPARTMENT USE ---------- 4-OC 0strorder Avenue, Riverhead New York 1!001 tc;, 651.72-7.2a0a fox. 6��1.727.0!44 FL r(, odmin@youInoongincering.ccm S,IA""0 7 4 York r-I 4 Howard N. Young, !_and Sv-vajor Thomos C �Nolpc-t, FroPossiono! Engineer Douglas E. Adorns, Professional Engineer IV- r r:r R.-obert G. 76st, Architect E Robert S-trcr,-,sk1, Architect SITE bATA -4-"- AREA = 16,500 SQ. FT. s EG SANITARY SYSTEM&WELL LOCATION SHOWN FROM EXISTING PREVIOUS SURVEY. 0 .1 or 10 cLform e colols tt cobis & Anas M 40"E 1150. CMF TO J r oW-— To C) ;7 6Z >01 M J, 0 c: C-1 - 0 SURVEYOR'S CERTIFICATION 4 01 M 0 ') M WE HEREBY CERTIFY To PATRICK WILES, FLORENCE WILES, FIRST AMERICAN TITLE INSURANCE COMPANY & SAFE 2�s HARBOR TITLE AGENCY, LTD. THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE CF PRACTICE FOR LAND SURVEYS ADOPTED By THE NEW PORK STATE ASSOCIATION OF PROFESSIONAL LAND 51) VEY RS. p- 0 SANITARY MEASUREMENTS I A B c g0-06'4011W Wss ST 175 41' LP1 27' 33' LP2 30' 48' or 10 HOWARD W.YOUNG, Y L.S.N . 589�3 cn LP3 43' 41' & CcrVl 1�jckrd Z- 'tc SURVEY FOR tATRICK VOILES FLORENCE WILES E, at titchoque, Town of Southold -Sif folk County, New York C" FINAL SURVEY County Tax Map NI ic, 1000 109 Bi,,rK 06 Lot 14.1 LEGEND FIELD SURVEY COMPLETED AU6.18,2020 MAP PREPARED AUG.19,2020 AP =ASPHALT PAVEMENT CE =CELLAR ENTRANCE Rt:ord of Revisions CP =CONCRETE PAVEMENT REVISION DATE CLF =CHAIN LINK FENCE t AAA N0ED-ffR-n-FICAn0-R*-,- CMF CONCRETE MONUMENT FOUND I�P-2-D—?Q 21 CMS CONCRETE MONUMENT SET EMLA L UR A� EOC EDGE OF CONCRETE A P Q_Z02? EOP =EDGE OF PAVEMENT O-L = ON PROPERTY LINE WDF = WOOD FENCE WIF =WIRE FENCE A WSF =WOOD STAKE FOUND W55 = WOOD STAKE SET 30 0 15 30 60 90 UTILITY POLE it TERMINUS OF LINE/CURVE Scat 30' JOB NO.2020-0089 r)wr,.20200089_fs I OF I I-.- Map Location K PR anLsA..rlt C.lu*3: 'vr.�A L L➢n,-t/{.���f'a�:�s�':n•r 3snk 'bmsyrbrMki� ,�� �kat wclnenEvs.F s�- ,��#x�R1EJ4 4.t-W�41Y „it!n4n J['tt:llt�d t:11 �r y 'Fr .Jtb't Iax - < 'hu FbertYtJUSt� . Rad and$IRphAgYi ;,a:t3mr nnniz� 1; 9 H6NKl.Mk.m� G;rhffi 0k9X ..!tc'i!?,.J:n; t d SYt it cd,"!°t4� H� fai4�ceHnxf:! 1.9fitt�wx! A'fb'Sz' JfiK t> L%ii it 5`r:lPi J ZZ III: . c:edx�7.ve wwsuru�k�j ,,. 3waw 6nwnre.@art A.�y p� .. ' a�afnsa�l+�qa�a T e rt ; 4d:c4uu9 Fk!!bkica: �,i.. ry« CNtnuyw,qY i tY1S Tb.dl Fprk MrylW�u� .. , Map data C2021 500 h Project Name: Wiles Residence Project # I9-AR0I9 _ p� 6 W C .� r '� Architecture and Construction Management Services architecture,p.c. TRANSMITTAL SHEET TO: FROM: Permit Coordinator Robert Stromski AIA LEED AP COMPANY: DATE: Town of Southold June I8,202I Building Department 54375 Main Road P.O.Box 1179 Southold NY I I97I-0959 PHONE NUMBER: CC: 63I-765-I802 RE: JOB NUMBER: Wiles Residence—I650 New Suffolk Road Cutchogue 11935 I9-AROI9 ❑FOR APPROVAL ❑ FOR REVIEW AND COMMENT ❑FORYOUR USE ❑NO EXCEPTION ❑REVIEW MAKE CORRECTIONS NOTED ❑ REVISE AND RESUBMIT ❑REJECTED COPIES DESCRIPTION I Building Permit Application I Budding Permit Survey 4 Budding Plans I Certificates for D.S.Cornerstone Builders Corp. I Suffolk County Department of Health Services Red Stamped Approval I RES Check REMARKS: -' JUN 1 8 2021 TpF� t-rj•'t�'+T�!:�4'r��e p r.• :fay', P.O.BOX 1254 PHONE(631)779-2832 JAMESPORT,NEW YORK 11947 FAX(631)779-2833 Architecture and Collstr,u.ction l anagement �'ervi.ces - = - architecture,p.c. TRANSMITTAL SHEET TO: FROM: Whom it May Concern Robert Stromski AIA LEED AP COMPANY: DATE: Town of Southold July 8,202I Building Department 54375 Main Road P.O.Box 1179 Southold NY I I97I-0959 PHONE NUMBER: CC: 631-765-1802 RE: JOB NUMBER: Wiles Residence—I650 New Suffolk Road Cutchogue 11935 19-AR0I9 ❑FOR APPROVAL ❑FOR REVIEW AND COMMENT ❑FORYOUR USE ❑NO EXCEPTION ❑REVIEW MAKE CORRECTIONS NOTED ❑ REVISE AND RESUBMIT ❑REJECTED COPIES DESCRIPTION I Check#I632 Amount$I,092.42 to Town of Southold REMARKS: P.O.BOX 1254 PHONE(63I)779-2832 JAMESPORT,NEW YORK H947 FAX(631)779-2833 A I Architecture and Constru.cd on Management Services arch'iteCtUre,P.c. TRANSMITTAL SHEET TO: FROM: Whom it May Concern Robert Stromski AIA LEED AP COMPANY: DATE: Town of Southold July 8,2021 Office of Town Clerk 53095 Main Road P.O.Box 1179 Southold NY 11971-0959 PHONE NUMBER: CC: 631-765-1800 RE: JOB NUMBER: Wiles Residence—1650 New Suffolk Road Cutcbogue I I 93S 19-AR019 11 FOR APPROVAL DFOR REVIEW AND COMMENT 13FORYOURUSE EINOEXCEPTION DREVIEW MAKE CORRECTIONS NOTED OREVISE AND RESUBMIT []REJECTED COPIES DESCRIPTION Check#1636 Amount$10.00 to Town of Southold Application Construction or Alteration Permit Cesspool or Septic Tank REMARKS: P.O.BOX 1254 PHONE(631)779-2832 JAMESPORT,NEW YORK If 947 FAX(63[)779-2833 I � ry S j NC-NS]Q Architecture and Construction Management Services architecture,p.c. TRANSMITTAL SHEET TO: FROM: John Jarski Robert Stromski AIA COMPANY: DATE: Town of Southold Building Department March I4,2023 PHONE NUMBER: CC: 63I-765-I802 RE: JOB NUMBER: Permit#465IO—I650 New Suffolk Road,Cutchogue 20-AROI9 ❑FOR APPROVAL ❑FOR REVIEW AND COMMENT ❑FORYOUR USE ❑NO EXCEPTION ❑REVIEW MAKE CORRECTIONS NOTED ❑REVISE AND RESUBMIT ❑REJECTED COPIES DESCRIPTION 4 Revised Foundation drawings showing added basement girder.SiRned and Sealed REMARKS: P.O.BOX 1254 PHONE(63I)779-2832 JAMESPORT,NEWYORK 11947 FAX(63I)779-2833 J YORK Workers' CERTIFICATE OF STATE Compensation NYS WORKERS' COMPENSATION INSURANCE COVERAGE Board 1 a.Legal Name&Addres 'of Insured(use street address only) 1 b.Business Telephone Number of Insured DS Cornerstone Builders Corp. (631) 779-2832 400 Ostrander Avenue 1c.NYS Unemployment Insurance Employer Registration Number of Riverhead, NY 11901 Insured Work Location of Insured(Only required if coverage is specifically limited to 1 d.Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i.e.,a Wrap-Up Policy) Number 82-1612974 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) New York State Insurance Fund Town of Southold Building Department 3b.Policy Number of Entity Listed in Box 1a" Town Hall Annex 54375 Main Road 24268278 P.O. Box 1179 3c.Policy effective period Southold, NY 11971 9/13/2020, to 9/13/2021 3d.The Proprietor,Partners or Executive Officers are Included.(only check box if all partners/officers included) all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in-box"1 a"for workers' compensation under the New York State Workers'Compensation Law. (To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy.or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers'compensation policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Peter Sabat (Print name of authorized representative or licensed agent of insurance carrier) Approved by: 6/16/2021 (Signature) (Date) Title: Senior Partner Telephone Number of authorized representative or licensed agent of insurance carrier: 631-722-3500 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2.Insurance brokers are NOT authorized to Issue it. C-105.2 (9-17) www.wcb.ny.gov YTATE Compensation workers CERTIFICATE OF INSURANCE COVERAGE STAT Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured DS CORNERSTONE BUILDERS CORP 631-779-2832 ATTN: ROBERT STROMSKI 400 OSTRANDER AVENUE RIVERHEAD,NY 11901 1c.Federal Employer Identification Number of Insured Work Location Of Insured(Only required if coverage is specificallylimited to or Social Security Number certain locations in New York State,i.e.,Wrap-Up Policy) 821612974 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company Town of Southold Building Department Town Hall Annex 54375 Main Road 3b.Policy Number of Entity Listed in Box"1a" P.O. Box 1179 DBL513332 Southold, NY 11971 3c.Policy effective period 09/08/2020 to 09/07/2022 4. Policy provides the following benefits: © A.Both disability and paid family leave benefits. B.Disability benefits only. C.Paid family leave benefits only. 5. Policy covers: © A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 6/16/2021 By wid( t (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Name and Title Richard White, Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 413,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd. 8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board(Only if Box 4C or 513 of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DB-120.1 (10-17) 1111111P°1°°1°1°1°°1°1°111°11°11°111°III III �1 DSCORNE-01 BMA RO U N ACORa` CERTIFICATE OF LIABILITY INSURANCE DATDIY �...� 6/1 1612 srzoz1 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. PRODUCER CONTACT — Neefus Stype Agency jalc°NENo,�(631)722-3500 yd c,No):(631)722-3591 711 Union Ave. --•— Aquebogue,NY 11931o"�' i info@nsainsure.com INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Maxum Indemnity Co _ 26743 INSURED INSURER B: DS Cornerstone Builders Corp. INSURERC: 400 Ostrander Avenue INSURER D: Riverhead,NY 11901 INSURERR E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE AD SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTRA X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE a OCCUR BDG0094314-04 6/29/2020 6/29/2021 DAMAGE TO RENTED _ 100,000 PREMISES.(Eaoccy/Lenga)._ $ _ MED EXP(Any one erson $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY��jPC� FJ LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY C e aBc dent SINGLE LIMIT $ ANY AUTO BODILY INJURY Perperson) $ OWNED AUUTNOpSWULNEEDp BODILY INJURY Per accident $ AUTOS ONLY AUTOS ONLY PorOacEcI a AMAGE $ UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ AND EMPLOYERS LIABILITYON PER OTH- Y I N T1iTS1LE _ ER ANY PROPRIETgO�RRIPARTNERIEXECUTIVE ❑ E.L.EA(LH ACCIDENT $ �an dairy In NH)EXCLUDED? N I A E.L.DISEASE-EA EMPLOYE $ If yes,describe under -- DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold Building Department THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 9 P ACCORDANCE WITH THE POLICY PROVISIONS. Town Hall Annex 54375 Main Road P.O.Box 1179 Southold,NY 11971 AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Generated by REScheck-Web Software C8/i 14 Compliance Certificate Project Wiles Residence Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,940 ft2 Glazing Area 8% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1650 New Suffolk Road Patrick K&Florence V Wiles Stromski Architecture, p.c. Cutchogue,New York 11935 48 Mill Pond Lane P.O.Box 1254 East Moriches,New York 11934 Jamesport,New York 11947 631-727-2188 631-779-2832 patrick.wiles@farmcrediteast.com marisa@stromskiarchitecture.com Cornpliance: Passes using UA trade-off Compliance: 5.9%Better Than Code Maximum UA: 761 Your UA: 716 Maximum SHGC: 0.40 Your SHGC:0.28 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 Prop.Gross Area Cavity Cont. Perimeter Ceiling-First Floor:Flat Ceiling or Scissor Truss 958 38.0 0.0 0.030 0.026 29 25 Ceiling-Second Floor: Flat Ceiling or Scissor Truss 702 38.0 0.0 0.030 0.026 21 18 First Floor Walls-Living/Kitchen:Wood Frame, 16" O.C. 1,647 21.0 0.0 0.057 0.060 71 75 Door-Living/Kitchen: Glass Door(over 50%glazing) SHGC:0.24 93 0.280 0.320 26 30 Door-Living/Kitchen: Glass Door(over 50%glazing) SHGC:0.24 93 0.280 0.320- 26 30 Window 2:Wood Frame SHGC:0.30 109 0.280 0.320 31 35 Window 2:Wood Frame SHGC:0.30' 109 0.280 0.320 31 35 First Floor Walls-Master/Foy&Pan:Wood Frame, 16" O.C. 664 21.0 0.0 0.057 0.060 31 33 Door: Solid Door(under 50%glazing) 21 0.300 0.320 6 7 Window:Wood Frame SHGC:0.30 94 0.280 0.320 26 30 Second Floor Walls:Wood Frame, 16"o.c. 5,686 21.0 0.0 0.057 0.060 318 335 Windows-Second Floor:Wood Frame SHGC:0.30 109 0.280 0.320 31 35 Floor:All-Wood Joist/Truss 1,560 21.0 0.0 0.044 0.047 69 73 Project Title:Wiles Residence Report date: 06/28/21 Data filename: Page I of10 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version:REScheck-Web and to comply with the mandatory re rements listed i4tEScheck Inspection Checklist. Robert Stromski AIA LEED AP-Architect June 29,2021 Name-Title Signat a Date r Project Title:Wiles Residence Report date: 06/28/21 Data filename: Page 2 of I 0 REScheck Software Version 4.7.2 Compliance Certificate Project �•. 5�-�,- ' 4'�; °` :l f�- U. Energy Code: 2015 IECC Location: Cutchogue, New York Construction Type: Single-family '`; -�'• P'/t,.. 'a Project Type: Addition Climate Zone: 4 5572 HDD Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1650 New Suffolk Rd Patrick K&Florence V Wiles Stromski Architecture,P.C. Cutchogue, NY 11935 48 Mill Pond Lane PO Box 1254 East Moriches, NY 11934 jamesport, NY 11947 631-727-2188 631-779-2832 patrick.wiles@farmcrediteast.com robert@SA.com Compliance: trade-off Compliance: 16.9%Better Than Code Maximum UA: 385 Your UA: 320 Maximum SHGC: 0.40 Your SHGC: 0.29 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. NOTE: Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on- grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop.Gross Area Cavity Cont. Prop. Perimeter Floor 1:All-Wood joist/Truss:Over Unconditioned 1,560 30.0 0.0 0.033 0.047 51 73 Space Wall 2:Wood Frame, 16"D.C. 1,672 21.0 0.0 0.057 0.060 69 72 Window 1:Wood Frame:Double Pane with Low-E 333 0.280 0.350 93 117 SHGC:0.29 Door 1:Solid 62 0.300 0.350 19 22 Door 2: Glass 72 0.280 0.350 20 25 SHGC: 0.29 Wall 3:Wood Frame, 16" D.C. 701 21.0 0.0 0.057 0.060 34 35 Window 2:Wood Frame:Double Pane with Low-E 110 0.280 0.350 31 39 SHGC: 0.29 Ceiling 1: Flat Ceiling or Scissor Truss 72 30.0 010 0.035 0.026 3 2 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.7.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Dat Project Title: Report date: 01/25/24 Data filename: Untitled.rck Pagel of 2 s Generated by REScheck-Web Software Compliance Certificate Project Wiles Residence Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: compliance: Passes usingVA trade.- Compliance: 12.6%Better Than Code Maximum UA: 761 Your UA: 665 Maximum SHGC: 0.40 Your SHGC: 0.28 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. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling- First Floor: Flat Ceiling or Scissor Truss 958 30.0 0.0 0.035 0.026 34 25 Ceiling-Second Floor: Flat Ceiling or Scissor Truss 702 30.0 0.0 0.035 0.026 25 18 Wall Living/Kitchen ::Wood Frame, 16" o.c. 1,647 27.0 0.0 0.051 0.060 63 75 Door: Glass Door(over 50%glazing) 93 0.280 0.320 26 30 SHGC: 0.24 Door 1: Glass Door(over 50%glazing) 93 0.280 0.320 26 30 SHGC: 0.24 Window 2:Wood Frame 109 0.280 0.320 31 35 SHGC: 0.30 Window 2:Wood Frame 109 0.280 0.320 31 35 SHGC: 0.30 Wall Master/Foy&Pan:Wood Frame,:Wood Frame, 664 21.0 0.0 0.057 0.060 31 33 16" o.c. Door 2: Solid Door(under 50%glazing) 21 0.300 0.320 6 7 Window:Wood Frame 94 0.280 0.320 26 30 SHGC: 0.30 Wall: Wood Frame, 16" o.c. 5,686 27.0 0.0 0.051 0.060 284 335 Window 1:Wood Frame 109 0.280 0.320 31 35 SHGC: 0.30 Floor:All-Wood joist/Truss 1,560 30.0 0.0 0.033 0.047 51 73 Project Title: Wiles Residence Report date: 03/04/24 Data filename: Pagel of 2 Compliance Statement: The proposed building design described here i onsistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed build' g has be d to t the 2018 IECC re' ents in alcheck Version : REScheck-Web and to comply with the mandato e Scheck Inspectio Che list. a 3 Name-Title 0 DaA Project Title: Wiles Residence Report date: 03/04/24 Data filename: Page 2 of 2 SYMBOL LEGEND: WALL LEGEND: , SINGLE AND MULTI-STATION SMOKE EXISTING WALL TO REMAIN ALARM TO BE INTERCONNECTED AND >n S.D. EXISTING WALL TO BE REMOVEDQA HARDWIRED ---- 0 NEW 2' X 4" WOOD FRAME WALL ^ ® CARBON MONOXIDE DETECTORS SHALL BE 0 NEW 2' X 6" WOOD FRAME WALL �-e �y 4 1 CM INSTALLED AS PER MANUFACTURER'S © LOAD BEARING WALLS SPECIFICATIONS AND HARD WIRED NEW P.C. CONCRETE WALL architecture, p.c. M WINDOW DESIGNATION (SEE WINDOW SCHEDULE) © FIRE BRICK ♦ STANDARD BRICK P.O.BOX I254 JAMESPORT,NY II947 O DOOR DESIGNATION (SEE DOOR I DROPPED MASONRY PHONE(63I)779-2832 FAX(63I)779-2833 SCHEDULE) SECTION MARK (DWG#/SHEET) DETAIL SECTION MARK (DWG#/SHEET) DETAIL DRAWING MARK (DWG#/SHEET) TYPICAL CORNER HOLDDOWN DETAIL: OUTSIDE CORNER CONDITION Proposed Addition/Alteration For: Wiles Residence 2 i I ----- -- A-5 ' A-5 --- r----------------------------— I� f�-- ---------------------- d INSIDE CORNER CONDITION it-3 2'xb' ACQ D.J. ' ' I � . i _-- J cn n �- -- - -- - -- - -- -- - - -- -- -- - - -- - - _ @ 12 O/C i w 1 -- - ;F1 I650 New Suffolk Road Cutchogue, New York I 1 43 I ICI ADJUST LOCATION OF CORNER HOLDDOWN TO ALIGN WITH S.C.T.M.#IOOO—IO9-6-14.I 1 CENTER LINE OF EXTERIOR WALL ABOVE 2'x8' F.J. o I �"z -+ ZI @ 16, O/C REVISIONS w F F� I w F� = F- F_ F� o L) 7 Y" MIGROLAM LVL-DR -- - luj C4 9, I ' J J � J L J �, O 06-29-2I Comments as per Town r Ig II t PROVIDE NEW SHEATHING PROVIDE NEW FLOOR '2'x6" ACQ D J Ir er to riS i i "- i I WHERE OLD BASEMENT JOISTS TO ENCLOSE @ 12" 0/C O RatPmPnr i i( g� STAIR WAS LOCATED BASEMENT STAIR OPENING O T-5' T-5' T-4' T-4' 1 7'-5' T-5' __ - kX19 It � OR -- -- -- P'`� � 1__ __ _I__�__ _- -I _- __ -_ -____F �_ -�(3) 2 X8 EXISTING DROP GIRDER—-- -- -- j I N �I I " r I -- - - - - -- - -- - - -- N � 2; FOOTING SCHEDULE — — I 7Y LVL DROP GIR_DEI� I ---- ----- ------i' ----- -1-� WALL FOOTING --- - SYMBOL SIZE REBAR REQUIREMENTS O ' -T -- �j�I F� � - 2 x8 ACQ LEDGER BOARD -- - -- I I I 4, I N/A B'xlb' (2) #5 REBAR CONTINUOUS �- f- cla I DRILL t GROUT #5 REBAR @ O N I N COLUMN FOOTING O I o I I 12' VERTICALLY ON CENTER SIZE REBAR REQUIREMENTS 1 I EXISTING MASONRY FIRE I 92 I 1-9 X -% PLACE TO BE DMLIS14ED I F-I 24"x24" NOT REQUIRED `1'°' TO UNDERSIDE QF FLOOR o I F-2 30'x30" (3) #5 REBAR EACH WAY O JOISTS. F-2 36'66 (3) #5 REBAR EACH WAY O A5 1 I I I I I 3 42x42' (3) #5 REBAR EACH WAY 14'-10' 4' I ' ' 14 I 25'-2' 1LGL DROPMICRO'��,-- I m A-5 DECK PIERS O - I I SIZE REBAR REQUIREMENTS I I I I 0 w P-1 12' DIA. NOT REQUIRED I I P-2 B' DIA. NOT REQUIRED O N I I 0 - -- - — - - - -- --rn - -- -2 x8 LEDGER_W RD - — -- -- - 1 -- - - -- -- -- - -- - - - - -� :-, 1 0 - - --- -- -- -- - I -1, PROVIDE JOIST HANGERS ---Fn ---- --- - --------- AT ALL FLUSH AND LEDGER O I - - - -- - - - - - - - - - - -- I -� - - - am.- - - -- - - - - CONDITIONS- - - - - DRILL t GROUT #5 REBAR @ N I - - - - - - - - 12' VERTICALLY ON CENTER :`� aD - - - c$'I �toat�D - - - - - - - - - - -_ - - - FLOOR CONSTRUCTION SEAL i DRILL 4 GROUT $5 R R @ - FLOOR FINISHES AS PER PLAN PROVIDE JOIST HANGERS i 12' VERTICALLY XI C rG C AT ALL FLUSH AND LEDGER 3/4" TONGUE AND GROOVE PLYWOOD SHEATHING NAILED AND GLUED CONDITIONS i ' v � 8'-4' 8' 12'-4' FV 9 kt' TJI PRO 230 FLOOR JOISTS SEE PLAN FOR SPACING SECOND S T NJa � � RO�fs r , >` LOOR FOUNDATION CONSTRUCTION 2"Xb'AGO DROP GIRD p_1 P-I / co j's �--� - -- - '�-o -- -- - - -- I (2) 2' X b' ACQ SILL PLATE WITH SILL SEAL COP-R-TEX' TERMITE SHIELD I-- - ---- -------r----- ---— ------------- ---------- ------- -4 1 1 1 5/8' ANCHOR BOLTS @ 36' ON CENTER MAX, AT EACH SIDE OF EVERY 0,F -1 OPENING, WITHIN b' TO 12' OF THE END OF EACH PLATE, AND WITHIN 12' .; - ----------- OF EACH CORNER. 2'XI2' ACQ STRINGER @ 12' --------— - - - -- - - -- -- - - -- -- -- - -- -- -- -- -- -- -- - -- -- PROVIDE HOLDDOWN AS PER SHEETS W-1 AND W-2 B' POURED CONCRETE FOUNDATION WALLS 0/C 8' X Ib' POURED CONCRETE WALL FOOTING WITH KEY WAY JOINT ( ) Copyright 2020 STROMSKI architecture,p.c.All rights I'-0' T-4 1/2' 7'-4 1/2' T-4 1/ ' I'-0' PROVIDE (2)#5 REBAR CONTINUOUS IN ALL 8'x10 FOOTINGS reserved.The Architect reserves the right to reproduce this PROVIDE (3)#5 REBAR CONTINUOUS IN ALL 12"x24" FOOTINGS design in its entirety or any portion thereof.Unauthorized 241-2' EXISTING GIRDER UNLESS OTHERWISE NOTED alteration of these documents is a violation of the New York 3-1/2, DIAMETER (STANDARD WEIGHT) STEEL COLUMN WITH 1/4' TOP AND State Education Law.These drawings and specifications are an instrument of service and are the property of the Architect. BASE PLATES UNLESS OTHERWISE NOTED These drawings and specifications are not to be used on any SEE SCHEDULE POURED CONCRETE COLUMN FOOTING other project,except by written permission of the Architect 2 4' POURED CONCRETE RAT SLAB AS NOTED A-5 A-5 'ANDERSEN' BASEMENT WINDOW PROJECT NO. 20—AROI9 DAMPROOF FOUNDATION BELOW GRADE I V PROVIDE BOX BEAM TO SILL PLATE CONNECTORS AS PER SHEET W-2 SCALE AS NOTED DATE 6/I4/202I c—• DRAWN BY TLD CHECKED BY RS INSULATION NOTES R-30 INSULATION WITH WIRE TIES AT CELLAR CEILING TITLE i BASEMENT PLAN Style: 1/4' = I'-0' R-38 INSULATION AT FLAT CEILINGS A-I R-21 INSULATION AT SIX INCH EXTERIOR WALLS PROPOSED R-7.5 MIN. INSULATION BELOW GRADE WALLS Proposed Basement Plan SHEET A - I OCCU "MY tail APPROVED AS DOTED n IS U N LAVV L L r . �p-p0! JT CF RTC ICI7i E DATE: -�/ B.P.# S�D PEE 192- VO BY: XL 'a dOTIFY BUILDING DEPARTMENT AT ;5-1802 8 AM TO 4 PM FOR THE =("LLOWING INSPECTIONS: FOUNDATION - TWO REQUIRED FOR POURED CONCRETE CON PLY WITH ALL CODES OF ?. ROUGH - FRAMING & PLUMBING NEW YORK STATE & TOWN CODES 3. INSULATION AS REQUIRED AND COPJDITIONS OF 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. _ SOUTHOLD TOWN ZBA ALL CONSTRUCTION SHALL MEET THE SOUTHOLD TOWN PLANNING BOARD REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR SOUTHOLD TOWN TRUSTEES DESIGN OR CONSTRUCTION ERRORS. N)'.S.DEC RETAIN ST0Rf�i INATER ilJ ._ PURSUANT TO CI;APTER 26''; TRUSS PIACARDING REQUIRE OFTf;E TMVN CODE Fire c rparation rr�M„r� ro required as per NYS Code All exterior lighting Installed,replaced or Blower door � p and ductmrork. repaired shall conform to Chapter 172 testing required. of the Town Code Must provide Manuals PLUMBER CERTIFICATION D,J and S as per ON LEAD CONTENT BEFORE NYS Energy Code CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT PLUMBING EXCEED 2110 OF 1% LEAD. ALL PLUMBING WASTE &WATER LIWES NEED TESTING BEFORE COVERING lu] ,Z_ 01 0S D AD ON/AIL J1..J1 ,_ZA 01 I ID11T] i 6- h_ il,,,J ® ® _ ;.... S J6_ dejLjtCk�0/ zIrchitecture, p,c. P.O.BOX I254 JAMESPORT,NY 11947 1650 NEW SUFFOLK ROAD CUTCHOGUE, NEW YORK PHONE(63I)779-2832 FAX(63I)779-2833 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA SCHEDULE OF ABBREVIATIONS AIR BARRIER AND INSULATION INSTALLATION _ TABLE R402.4.1.1 GENERAL PIaTES: R SEISMIC SUBJECT TO DAMAGE FROM ICE 5NIELD FLOOD A.D. ASH DROP GROUND WIND SPEED TOPOGRAPHIC REGION WIND WIND-BORNE WINTER DESIGN UNDERLAYMENT HAZARDS A.F.F. ABOVE FINISH SHALL FLOOR I. ALL CON5TRUCIION ALL CONFORM TO ALL NEW YORK STATE, COUNTY AND LOCAL BUILDING, SNOW LOAD (MPH) EFFECTS REGION DEBRIS ZONE DESIGN WEATHERING FROST LINE DEPTH TERMITE DECAY TEMPERATURE REQUIRED BM. BEAM AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA ZONING AN ENERGY CODES, AND ALL SUCH CODES 5NALL SUPERSEDE THESE DRAWINGS. CATEGORY BRG. BEARING MODERATE SLIGHT TO C.J. CEILING JOIST 2. ALL PLUMBING AND ELECTRICAL WORK 5NALL CONFORM TO ALL STATE AND LOCAL CODES AND 25 130 TIES YES I B SEVERE 36' TO HEAVY MODERATE 15 YES WA C.F.M. CUBIC FEET PER MINUTE A CONTINUOUS AIR BARRIER SHALL BE INSTALLED SHALL BE INSPECTI) AND APPROVED AS REQUIRED. CLOS CLOSET IN THE BUILDING ENVELOPE. C.O. CLEAN OUT THE EXTERIOR THERMAL ENVELOPE CONTAINS A AIR-PERMEABLE INSULATION SHALL NOT BE USED 3. THE ARCHITECT'5 APPROVAL APPLIES ONLY TO THIS PLAN'S STRUCTURAL CONFORMANCE WITH TABLE OF CONTENTS FLOOR AREAS EXISTING PROPOSED ADDITION TOTAL CON. CONCRETE GENERAL REQUIREMENTS CONTINUOUS AIR BARRIER. AS A SEALING MATERIAL. THE NEW YORK STATE BUILDING CONSTRUCTION CODE. THE CONTRACTOR 15 TO VERIFY ALL COVER - PROJECT INFORMATION FIRST FLOOR SQUARE FOOTAGE - 1,410 SOFT. 261 SQFT. 1,671 SOFT. C.M. CARBON MONOXIDE DETECTOR BREAKS OR JOINTS IN THE AIR BARRIER SHALL CONDITIONS AND DW'EN5iONS- BEFORE STARTING CONSTRUCTION AND SHALL BE RESPONSIBLE FOR D-I - DEMOLITION PVkN SECOND FLOOR SQUARE FOOTAGE - N/A SOFT. 659 SOFT. 659 SQFT. CSMT• CASEMENT BE SEALED. SAME. A-I - FOUNDATION PLAN TOTAL LIVING AREA - 1,410 SQFT. - SQFT .T. 386 20 SSQF 3N SQFT.SOFT• G.T. CERAMIC TILE A-2 - FIRST FLOOR PLAN GARAGE - 586 SQFT. D. DRYER THE AIR BARRIER IN ANY DROPPED 4. ALL FOOTINGS EIIALL BEAR ON UNDISTURBED SOIL, I TON psf CAPACITY MINIMUM. D.N. DOUBLE HUNG CEILING/SOFFIT SHALL BE ALIGNED WITH THE A-3 - SECOND FLOOR PLAN DIA. DIAMETER INSULATION AND ANY GAPS IN THE AIR BARRIER THE INSULATION IN ANY DROPPED CEILING/SOFFIT 5. ALL CONCRETE SHALL BE 3000 psi AT 28 DAYS MINIMUM. EXPOSED SLABS AND GARAGE SLABS A-4 - ROOF PLAN CEILNG/ATTIC A-5 - SECTIONS E DETAILS D.J. DECK JOIST SHALL BE SEALED. SHALL BE ALIGNED WITH THE AIR BARRIER. SHALL BE MOO psi A"' 28 DAYS MINIMUM A- - ELEVATIONS DN. DOWN ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE Proposed Addition/Alteration W-1 - DETAIL WALL SECTION AND ELEVATION DW. DISHWASHER WALL DOORS TO UNCONDITIONED ATTIC SPACE 6. ALL STRUCTURAL LUMBER TO BE DOUGLAS FIR LARCH, NO. 2 OR BETTER. Em1,600,000 psi AND F.A.I. FRESH AIR INTAKE SHALL BE SEALED. fb- EQUIVALENT TO MEMBER SIZE. ALL GLU LAM BEAMS TO HAVE N E=1,800,000 psi ND N For: W-2 - TABLES, SCHEDULES AND DIAGRAMS PRESCRIPTIVE DESIGN METHODS F.D. FLOOR DRAIN CAVITIES WITHIN CORNERS AND HEADERS OR AND,400 N fb=2 600 psi. ALL i. ALL PARTICED LESTRAND BEEER LUMBER AMSO HA E N E-2,000,AND BEAMS To 4000 AN AND AN psi AION 130 MPH WIND ZONES F�J. FLU JOIST FRAME WALLS SHALL BE INSULATED BY fb-2,900 psi. Wiles FP.S.C. FIREPROOF, SELF-CLOSING WALLS THE JUNCTION OF THE FOUNDATION AND SILL COMPLETELY FILLING THE CAVITY WITH A DESIGN LOADS INFORMATION TAKEN FROM WCX,0 FRAME CONSTRUCTION MANUAL FOR ONE AND TWO - FAMILY DWELLINGS (2018 FTG. FOOTING PLATE SHALL BE SEALED. MATERIAL HAVING A THERMAL RESISTANCE OF R-3 7. DOUBLE ALL JOIST5 AROUND OPENINGS AND UNDER ALL PARTITIONS RUNNING PARALLEL TO THE EDITION) FXD. FIXED THE JUNCTION OF THE TOP PLATE AND THE TOP PER INCH MINIMUM. DIRECTION OF THE JOISTS, OR AS INDICATED ON PLANS. Residence GALV. GALVANIZED OF EXTERIOR WALLS SHALL BE SEALED. EXTERIOR THERMAL ENVELOPE INSULATION FOR USE LIVE LOAD ELB/SQFT.] DEAD LOAD [LB/SQFT.] ALL TABLES, FIGURES, AND SECTIONS REFERRED TO BELOW CAN BE FOUND ON SHEETS W-1 AND W-2. GL. GLA55 KNEE WALLS SHALL BE SEALED. FRAMED WALLS SHALL BE INSTALLED IN 8. ALL HEADERS OVER DOORS AND WINDOWS SHALL BE 2-2'XI0' @ 4' WALLS AND 3-2'XIO' @ 6' 60 10 H.B. HOSE BIBB SUBSTANTIAL CONT WITH E AIR BD CONTINUOUS WALLS OR AS DESIGNATED ON THE PLANS. EXTERIOR BALCONIES I. FLOOR AND ROOF DIAPHRMR TBRACING REQUIRED. PERPENDICULAR BLOCKING AT 4�_0 INTERVALS (MATCHED WITH H.G. HANDICAPPED DECKS 40 10 SUBFLOOR EDGES) MUST BE PROVIDED WITHIN THE LAST TWO BAYS OF FLOOR AND ROOF DECK SHEET W-1 DRAWING HDR. HEADER 9. PROVIDE 36' HIGH RAILINGS WHENEVER DECKS OR STOOPS EXCEED 30' ABOVE GRADE. RAILING 3' H.M. HOLLOW METAL WINDOWS, SKYLIGHTS THE SPACE BETWEEN WINDOW/DOOR JAMB5 AND SHALL BE BUILT 50 AS NOT TO ALLOW THE PASSAGE OF A 4' SPHERE THROUGH ANY OPENING. FRAMING AND SKYLIGHTS AND FRAMING SHALL PASSENGER VEHICLE GARAGES 50 10 K.S. KITCHEN SINK AND DOORS � 2. UPLIFT CONNECTIONS REQUIRED AT EACH RAFTER, JOIST, AND STUD CONNECTIONS. PROVIDE 1-1/4' X 20 GAUGE LAV. LAVATORY BE SEALED. 10. PROVIDE DIRECT WIPFI) SMOKE DETECTORS IN AND ADJACENT TO ALL SLEEPING AREAS. ATTICS WITHOUT STORAGE' 10 10 METAL STRAP FASTENED AS Pl,.c SHEET W-1 TABLE 3.4 AND DRAWINGS ON SHEET W-2. L.C. LINEN CLOSET ATTICS WITH STORAGE � 10 MECH. MECHANICAL RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER. RIM JOISTS SHALL BE INSULATED. PROVIDE CARBON MONO;?E DETECTORS AS PER LOCAL REGULATIONS, 3. LATERAL AND SHEAR FRAMING CONNECTIONS MUST BE IN ACCORDANCE WITH THE NAILING SCHEDULES OF SHEET MIN. MINIMUM FLOOR FRAMING CAVITY INSULATION SHALL BE 11. PROVIDE 5/8' TYPE Y GYPSUM BOARD AT CEILING ABOVE NEAT UNIT AND AT GARAGE AS ROOMS OTHER THAN SLEEPING ROOMS 40 10 W-I TABLE 3.4A, 3.qA. MAX. MAXIMUM INSTALLED TO MAINTAIN PERMANENT CONTRACT REQUIRED. SLEEPING ROOMS MLDG. MOULDING 30 10 WITH THE UNDERSIDE OF SUBFLOOR DECKING OR 4. HOLDDOWN ANCHORS TO BE PROVIDED AT THE CORNERS AS PER FOUNDATION PLAN SHEET A-2 AND SHEET W-I M.O. MASONRY OPENING � 12. WRITTEN DIMENSIONS TAKE PRECEDENT OVER SCALE. STAIRS 40 10 DRAWING 2. ANCHOR BOLTS ARE EMBEDDED IN THE FOUNDATION AND BROUGHT UP THROUGH THE SILL PLATE. N.I.C. NOT IN CONTACT FLOORS (INCLUDING FLOOR FRAMING CAVITY INSULATION SHALL BE O.C. ON CENTER ABOVE GARAGE AND THE AIR BARRIER 514ALL BE INSTALLED AT ANY PERMITTED TO BE IN CONTACT WITH THE TOP , GUARDRAILS AND H SHE.. HANDRAILS 200 10 5. ROOF, WALL AND FLOOR i'-NNG FASTENING SCHEDULES ARE PROVIDED ON SHEET W-1 TABLE 3.1. O.H. OVERHEAD CANTILEVERED FLOORS) EXPOSED EDGE OF INSULATION. SIDE OF SEATHING, OR CONTINUOUS INSULATION A ALL UST HANGERS A BE ATTACHED WITH MANUFACTURER SPECIFIED FASTENERS. PROVIDE APPROPRIATE COATED H!►'GERS WHEN USED IN CONNECTION WITH TREATED MATERIAL. INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING 1650 New Suffolk Road GUARDRAILS IN-FILL COMPONENTS 50 10 P.G. POURED CONCRETE AND EXTENDS FROM THE BOTTOM TO THE T� OF 6. ROOF CLADDING AND WALL CLADDING TO BE FASTENED AS PER MANUFACTURERS� SPECIFICATIONS. R. RISER 14. PROVIDE CONTINUOUS FIRE5TOP AT ALL CONCEALED SPACES IN WALLS AND BETWEEN FLOOR Cutchogue, ALL PERIMETER FLOOR FRAMING MEMBERS. SPACES AT BEARING PARTITIONS TO LIMIT DIMENSIONS OF CONCEALED SPACES To 10 New York FIRE ESCAPES 40 10 ROD. RADIUS ,_0� 7. RIDGE STRAPS ARE TO BE PROVIDED WHEN COLLAR TIES ARE NOT PLACED WITHIN THE UPPER 1/3 OF THE ROOF REF. REFRIGERATOR EXPOSED EART14 IN U VENTED CRAWL SPACES WHERE PROVIDED INSTEAD OF FLOOR INSULATION VERTICALLY E 10'-0' WOR17ONTALLY AS DESCRIBED IN NYS RESIDENTIAL CODE SECTIONS R602.8 S•C•T.M.#I000-I 09-6-I4.I FRAMING. STRAPS TO BE FA1jT_'4C"D AS PER TABLE 3.6 ON SHEET W-2. REINF. REINFORCED CRAWL SPACE WALLS SHALL BE COVERED WITH CLASS I VAPOR INSULATION SHALL BE PERMANENTLY ATTACHED AND R502.12. R.F. RE51LIENT FLOORING RETARDER WITH OVERLAPPING JOINTS TAPED. TO THE CRAWLSPACE WALLS. REVISIONS 8. ALL STRAPPING CAN BE INSTALLED OVER 514EATING ONLY IF THE FASTENERS IDENTIFIED IN THE NAILING R.R. ROOF RAFTER SCHEDULES ON SHEET W-2 ARE INCREASED IN SIZE AND LENGTH BY THE WIDTH OF THE SWEATING SUBSTRATE S.D. SMOKE DETECTOR 15. ALL ITEMS NOT SPECIFICALLY LISTED A5 BEING RETAINED FOR RE-USE ARE TO BE REMOVED DUCT SHAFTS, UTILITY PENETRATIONS, AND FLUE FROM THE PREMISES. O BEING USED. SH. E PL. 514ELF E POLE SHAFTS PENETRATIONS SHAFTS OPENING TO EXTERIOR OR UNCONDITIONED `SHWR• SHOWER SPACE 514ALL BE SEALED. 16. ALL ITEMS LISTED AS BEING RETAINED FOR RE-USE ARE TO BE REMOVED IN SUCH A WAY AS WALL LEGEND: _-� SQFT. SQUARE FEET NOT TO DAMAGE OR OTHERWISE RESIDER THE ITEM UNUSABLE. ALL ITEMS ARE TO BE STORED AS O TtG TONGUE 4 GROVE BATTS IN NARROW CAVITIES SHALL BE CUT TO DIRECTED BY THE OWNER AND PROTECTED FROM DAMAGE BY WEATHER AND/OR CONSTRUCTION. S MBO S: T.G. TERRA COTA NARROW CAVITIES FIT, OR NARROW CAVITIES SMALL BE O EXISTING WALL TO REMAIN TEMP. TEMPERED GLASS PERMANENTLY ATTACHED TO THE CRAWLSPACE 17. THE CONTRACTOR S'ALL P: N VIEW THE ENTIRE PROJECT D SHALL BRING NY D15CREPNCIES T.O. TRIM OPENING WALLS TO THE ATTENTION OF Ti,' OWNER AND ARCHITECT PRIOR TO STARTING CONSTRUCTION. THE O --'" EXISTING WALL TO BE REMOVED S.D.0 SINGLE AND MULTI-5TATION SMOKE ALARM :'INTERCONNECTED AND HARDWIRED TYP. TYPICAL --- • CONTRACTOR SHALL AS:= ,t --,ESPONSIBILITY FOR FIELD CHANGES WHICH VARY FROM THE ----- V.I.F. VERIFY IN FIELD GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN CONSTRUCTION DRAWINGS WHE^: WF.iTTEN PERMISSION FROM THE ARCHITECT HAS NOT BEEN O ® NEW 2' X 4' WOOD FRAME WALL C.M.■ CARBON MONOXIDE DETECTORS SHALL BF INF:- AS PER MANUFACTURER'S SPECIFICATIONS AND HARD WIRED W. WASHER GARAGE AND CONDITIONED SPACES. OBTAINED. W.C. WATER CLOSET ® NEW 2' X 6' 1400D FRAME WALL 0 WINDOW DESIGNATION (5EE WINDOW 5CHEDL WD• WOOD RECESSED LIGHT FIXTURES INSTALLED IN TWE RECESSED LIGHT FIXTURES INSTALLED IN THE 18• CONTRACTOR TO PROVIDE ADEQUATE BRACING AND SUPPORT TO INSURE THE STRUCTURAL O LOAD BEARING WALLS W.F. WATER FOUNTAIN RECESSED LIO�FITING BUILDING THERMAL ENVELOPE SHALL BE SEALED BUILDING THERMAL ENVELOPE SHALL BE AIR INTEGRITY OF THE EXISTING r7RUCTURE DURING CONSTRUCTION. ® DOOR DESIGNATION SEE DOOR SCHEDULE W.H. WATER HEATER O O ( ) TO THE DRYWALL. LIGHT AND IC RATED. 0 NEW P.C. CONCRETE WALL W.I. WALK-IN 19. THE CONTRACTOR 6HALI.PROVIDE A CONSTRUCTION FENCE TO PROTECT THE AREA OF SECTION MARK (DWG#/SHEET) W.W.F. WELDED WIRE FABRIC BATT INSULATION SHALL BE CUT NEATLY TO FIT EXCAVATION AND CONSTRUCTION.omm O FIRE BRICK DETAIL SECTION MARK DWG#/SHEET) l PLUMBING ND WIRING AROUND WIRING AND PLUMBING IN EXTERIOR 20. THE CONTRACTOR MAL. PROVIDE ADEQUATE COVERINGS TO PREVENT WEATHER ENTRY INTO( WALLS, OR INSULATION THAT ON INSTALLATION O EXTERIOR WALLS ADJACENT TO SHOWERS AND STANDARD BRICK �� READILY CONFORMS TO AVAILABLE SPACE SHALL EXISTING AREAS OF THE CCA5TRIXTION PROJECT AND CLOSE-OFF NON-CONSTRUCTION AREAS FROM DETAIL DRAWING MARK (DWG#/5HEET) EXTEND BEHIND PIPING AND WIRING. DUST WITH PLASTIC TARPS. DROPPED MASONRY ®-�' THE AIR BARRIER INSTALLED AT EXTERIOR WALLS 21. PRIOR TO START OF CoNSTRLJCTION, THE OWNER AND CONTRACTOR SHALL DECIDE ON N O SHMER/TUB ON ADJACENT TO SHOWERS AND TUBS SHALL TUBS SHALL BE INSULATED. ACCESS POINT TO THE SITE AND WHERE ON THE SITE TO STORE MATERIALS. THE CONTRACTOR EXTERIOR WALL SEPARATE THEM FROM THE SHOWERS AND TUBS. SHALL REPAIR ANY DAMAGE TO THE SITE DUE TO CONSTRUCTION. O THE AIR BARRIER 514ALL BE INSTALLED BEHIND 22. THE PLUMBING CONTRACTOR IS TO LOCATE AND DISCONNECT ALL SUPPLY AND WASTE LINES O ELECTRICAUMONE BOX ELECTRICAL OR COMMUNICATION BOXES OR AFFECTED BY CONSTRUCTION IN SUCH A WAY AS TO MAINTAIN SERVICE THROUGHOUT THE REST OF O ON EXTERIOR WALLS AIR-SEALED BOXES SHALL BE INSTALLED. THE HOUSE. HVAC REGISTER BOOTS THAT PENETRATE 23. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND/OR RELOCATION OF O HVAC REGISTER BOOTS BUILDING THERMAL ENVELOPE SHALL BE SEALED ELECTRICAL WIRING AND FIXTURES AS REQUIRED. 70 THE SUBFLOOR OR DRYWALL. O 24. IF DURING THE DEMOLITION PHASE OR COURSE OF CONSTRUCTION A SITUATION IS WHEN REQUIRED TO BE SEALED, CONCEALED FIRE ENCOUNTERED WHICH COULD NOT BE DETERMINED PRIOR TO CONSTRUCTION START THEN THE O SPRINKLERS SHALL ONLY BE SEALED IN A CONTRACTOR SHALL NOTIFY THE ARCHITECT FOR AN INSPECTION ND CHANGE IN CONSTRUCTION MANNER THAT 15 RECOMMENDED BY THE DETERMINATION. O MANUFACTURER. CALKING OR OTHER ADHESIVE CONCEALED SPRINKLERS SEALANTS SHALL NOT BE USED TO FILL VOIDS 25. THESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PREPARED BY OR UNDER THE DIRECTION OF O BETWEEN FIRE SPRINKLER COVER PLATES AND THE UNDERSIGNED AND TO THE BEST OF THE UNDERSIGNED'S KNOWLEDGE, INFORMATION AND WALLS OR CEILINGS. BELIEF MEET THE REQUIREMENTS OF THE NEW YORK STATE ENERGY CONSERVATION CODE. 26. ALL FLITCH BEAMS TO BE THRU BOLTED WITH TWO ROWS OF 3/4' DIA. BOLTS @ 24' O.C. SEAL (HORIZ.) STAGGERED TOP AND BOTTOM, CENTERLINE OF BOLTS 2' IN FROM TOP AND BOTTOM OF BEAM. 27. 'TRUSJOIST' 'SILENT FLOOR' SYSTEM TO BE INSTALLED IN STRICT CONFORMANCE TO MANUFACTURER'S SPECIFICATIONS,ALL JOIST NNGERS SHALL BE COMPATABLE TO JOISTS. (4� CONTRACTOR TO OBTAIN JOIST LAYOUT FROM 'TRUSJOIST' PRIOR TO START OF CONSTRUCTION.28. IF ANOTHER ENGINEERED JOIST MANUFACTURER IS USED. THE COMPANY MUST INSURE THAT „ ' 'A THEIR PRODUCT MEETS OR EXCEEL6 THE DESIGN CRITERIA'S USED BY 'TRUSJOIST'. CONTRACTOR t `•' }� �� TO OBTAIN JOIST LAYOUT FROM THE MANUFACTURER PRIOR TO START OF CONSTRUCTION. 29. ALL ITEMS ARE 70 BE STORED A5 DIRECTED BY THE OWNER AND PROTECTED FROM DAMAGE " •�:�� ,O � BY WEATHER AND/OR CONSTRUCTION. ;-;ID ar� 30. ALL MATERIALS TO BE REMOVED FROM TWE PREMISES ARE TO BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF THE MUNICIPALITY IN WHICH THE PROJECT IS LOCATED. '" -"' 31. IF DURING THE COURSE OF CONSTRUCTION A 5ITUATION IS ENCOUNTERED WHICH COULD NOT BE DETERMINED PRIOR TO CONSTRUCTION START THEN THE CONTRACTOR SHALL NOTIFY THE Copyright 2020 STROMSKI architecture,p.c.All rights ARCHITECT FOR AN INSPECTION AND CHANGE IN CONSTRUCTION DETERMINATION, reserved.The Architect reserves the right to reproduce this design in its entirety or any portion thereof.Unauthorized 32. CONTRACTOR OR OWNER IF ACTING AS CONTRACTOR SHALL CALL alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are FOR A MARK OUT OF ALL UTILITIES PRIOR TO ANY EXCAVATION. THE UTILITY CALL CENTER - CALL BEFORE YOU DIG NUMBER 15 T instrument sedrawings s service and are the property e the Architect ( ) These drawings and specifications are not to be used on any -800-272-4480. ADVANCE NOTICE OF 2 TO 10 DAYS MAY BE NECESSARY. other project,except by written permission of the Architect PROJECT NO. 20-AR0I9 SCALE AS NOTED DATE 6/I4/202I DRAWN BY TLD CHECKED BY RS TITLE Project Information SHEET COVED. WALL LEGEND: SYMBOL LEGEND: SINGLE AND MULTI-STATION SMOKE EXISTING WALL TO REMAIN ALARM TO BE INTERCONNECTED AND HARDWIRED :ZZ::: EXISTING WALL TO BE REMOVED NEW 2' X 4' WOOD FRAME WALL N CARBON MONOXIDE DETECTORS SHALL BE NEW 2' X 6' WOOD FRAME WALL CM INSTALLED AS PER MANUFACTURER'S LOAD BEARING WALLS SPECIFICATIONS AND HARD WIRED NEW P.C. CONCRETE WALL ardlitecture, p.c. WINDOW DESIGNATION (SEE WNDOW BATH 11 1 T9 SCHEDULE) FIRE BRICK EXISTING 11 1 STANDARD BRICK P.O.BOX 1254 JAMESPORTNY 11947 /\ I I // \\ I I I I i — — � > I I OO DOOR DESIGNATION (SEE DOO? DROPPED MASONRY PHONE(631)779-2832 FAX(631)779-2833 I I LuJ I iL--�i I I I I �/ I I SCHEDULE) SECTION MARK (MIG#/514EET) BEDROOM I I I DINING ROOM I I I KITCHEN EAT-IN KITCHEN - - - DETAIL SECTION MARK (DWG*SHEET) EX15TING I -nr- )j EXISTING I BATH 11 III1 EX15TING EXISTINGING EXISTINGIDETAIL DRAWING MAW (DWCOVSHEET) �_' 4'1,7- -7 71-81 11 1 1'[4 III-CI" 41 I 101-01 2'-10' 31-09 F r- - —— — — — — — — —— — — - /A L / I ( I F - - -T -T -T -r -r -r -r -r -r -r A\ -4.7 _j % % < VMV iq -1 F_ F_ BASEMENT r- - — —— — Proposed Addition/Alteration For: Wl 111-101 21-01 [L4' 81-10, LIVING ROOM i es BEDROOM BEDROOM EX15TING Residence EXISTING EXISTING rr GARAGE EX15rING —— —— —— — 1650 New Suffolk Road L-- Cutchogue, New York S.C.T.M.#1000-109-6-I4.I REVISIONS DEMO FIRST FLOOR PLAN 5w1e: 114' 1'-0' EXISTING 22-0' 0 O O I --- I O --------------- _j — - -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - -- — — — — — l i i i i 0 I � � I I I I 0 SEAL 71-50 714 71-40 71-50 T-5' 131-81 31-4' FTTTTTTTTTT - __j F I E7- 3 1 J_ I I I UO Tb I I I I _F I I I GjRA$E I I I I L — — — WINISHED BASEMENT � F EXISTING F =77 J I I I ❑ I I I Copyright 2020 STROMSKI architecture, All rights reserved.The Architect reserves the right to reproduce this design in its entirety or any portion thereof.Unauthorized alteration of these documents is a violation of the New York In 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. 20-AR019 SCALE AS NOTED DATE 6/14/2021 DRAWN By TLD CHECKED BY RS TITL F- — — — — — - T__ GARAGE SLAB ABOVE I L- — — — — — — — — — — — -- . . . . . . . . . . . . .. . .j EXISTING E --------------- — — — — — — — — — — — — — — — — — — — — — — — — — ILJI I I I Demolition Lt J L7 71 Plan SHEET r-'*N DEMO FOUNDATION PLAN 5 114' V-0' I L — — — — — — — — — — -- - — — — — — — — — — — — — — — -EXISTING D - 1 L - - - - - - - - - - - - - - - - - - - - - - - - - - - -_j SYMBOL LEGEND: WALL LEGEND: wb E�� �a•a SINGLE AND MULTI-STATION SMOKE � EXISTING WALL TO REMAIN 5.D. ALARM TO BE INTERCONNECTED AND HARDWIRED ------ --_ EXISTING WALL TO BE REMOVED ® NEW 2' X 4' WOOD FRAME WALL I ® CARBON MONOXIDE DETECTORS 54ALL BE NEW 2' X 6' WOOD FRAME WALL CM INSTALLED AS PER MANUFACTURER'S ® ' ` t A" C1 <' SPECIFICATIONS AND HARD WIRED 0 LOAD BEARING WALLS ._ X/ NEW P.C. CONCRETE WALL raC'CI`111rE'.=rtl rc-, -C. WINDOW DESIGNATION (SEE WINDOW SCHEDULE) FIRE BRICK STANDARD BRICK P.O.BOX I254 JAMESPORT,NY 11947 O PHONE(63I)779-2832 FAX(63I)779-2833 DOOR DESIGNATION (SEE DOOR DROPPED MASONRY SCHEDULE) SECTION MARK (DWG#/514EET) DETAIL SECTION MARK (DWG#/5HEET) DETAIL DRAWING MARK (DWG#/SHEET) JJ �� ��►� TYPICAL CORNER NOLDDOWN DETAIL: OUTSIDE CORNER CONDITION Pro For: ed Addition/Alteration os tion/Alteration 77 �J ch Wiles I 2 I I Residence I ' -------- A-5 A-5 I � ---------- -------- INSIDE CORNER CONDITION I - I I I I I 2'xb' ACQ D.J. i i I II'-31 O @12 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — —F — — cn It - d HI — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I • �-- I6SO New Suffolk Road NOTES: Cutchogue, New York I ) II I I I ADJUST LOCATION OF CORNER HOLDDOWN TO ALIGN WITH S.C.T.M.#I 000-I 09-6-I4.I in RiI I ENTER LINE OF EXTERIOR WALL ABOVE Cal I�, I a I I I REVISIONS No - I I I O I I 1� I PROVIDE NEW SHEATHING PROVIDE NEW FLOOR e, WHERE OLD BASEMENT LJOISTS TO ENCL05E I I O I STAIR WAS LOCATED BASEMENT STAIR OPENING 7-5 7-4 7-4 7-5 -__ 7-5 - � I I I I I O I �F 111 a o F- i _—-- —I—�- — —— —I —— —— ——_�——_� _�—_�(3) 2 X8 EXISTING DROP GIRDER_ —— —— I I O C4 FF--I 1 -I �� I I FOOTING SCHEDULE I (2) 7 Y' LVL DROP GIRDER r I WALL FOOTING O I -- - - - - - J SYMBOL SIZE REBAR REQUIREMENTS I L ;�, 1 I 'N 2-xb-ACQ LEeGE�BOARD - — I L F-Z I WA 8 XI6 I I I � + I ; I� DRILL t GROUT #5 REBAR @ (2) #5 REBAR CONTINUOUS O _ COLUMN FOOTING u I I 12' VERTICALLY ON CENTER O I \ I I SIZE REBAR REQUIREMENTS I I D EX15TING MWRY FIRE I N PLACE TO BE DF laISHED I I I I F-1 24'x24' NOT REQUIRED O I I I I TO UNDERSIDE OF FLOOR ou to � U_ 1F-2 3o'x3o' (3) #5 REBAR EACH WAY I� JOISTS. I _o ( ( I F-2 36'x36' (3) #5 REBAR EACH WAYAw O 3 I I1 (� I I I A-5 I I I I I 9 42'x42' (3) #5 REBAR EACH WAY I '4 X 7 Y,' MICROLAM - I Q A-5 DECK PIERS O 14'-10' 4" I ' ' 1 4' I 25'-2' _ LVL DROP BF_AM—�-- I I �n SIZE REBAR REQUIREMENTS O II I I I I I I ( P-1 12' DIA. NOT REQUIRED _ - - - - _J I CID I I P-2 8' DIA. NOT REQUIRED O ch I I I I O L- -- -- - - - - - - - - - - - - - - - J i - - - - - - -2 ar EI�seA I �* U_ 4PROVIDE JOIST HANGERS I I I O L - - -- -- ---------- ---------- --------- AT ALL FLUSH AND LEDGER I I I O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � - - - - - - - I DITIONS- - - - - -� I DRILL 4 GROUT #5 REBAR @ I I 12" VERTICALLY ON CENTER `Q °> I I SEAL - - - b C&LEDGER-BOARD OWN - - - I I FLOOR CONSTRUCTION ►- DRILL 4GR)UT'#5RBAR - - - - - - - - - J FLOOR FINISHES AS PER PLAN PROVIDE JOIST HANGERS i 12' VERTICALLY ON C NITER TONGUE AND GROOVE PLYWOOD SHEATHING NAILED AND GLUED F D / AT ALL FLUSH AND LEDGER 3/4'" " -.Ty CONDITIONS '� I 8'-4' 8' 12'-4' I I 1 V X 91¢ TJI PRO 230 FLOOR JOISTS SEE PLAN FOR SPACING SECOND 'c� .� 0 v FLOOR A FOUNDATION CONSTRUCTIONCID r i P-I "txr P-I (2 P-I 2'X6'ACQ DROP GIRDER P-I -- -- - 1 �------ - (2) 2" X 6' ACQ SILL PLATE WITH SILL SEAL x; l 'COP-R-TEX' TERMITE SHIELD r �=r" - - ---- ------T---- ---' ------------- - -- --- ------- -� I I ( 5/8' ANCHOR BOLTS @ 36' ON CENTER MAX, AT EACH SIDE OF EVERY - ------------- I I OPENING, WITHIN 6' TO 12' OF THE END OF EACH PLATE, AND WITHIN 12' OF EACH CORNER. 2'XI2' ACQ STRINGER @ 12' - - -----— - - - - - - - - - PROVIDE NOLDDOWN A5 PER SHEETS W-I AND W-2 L - - - - - - - - - - - - - - O/C I 8' POURED CONCRETE FOUNDATION WALLS 8' X 16' POURED CONCRETE WALL FOOTING WITH KEY WAY JOINT Copyright p.c.All rights � � � � e � r � e — — — — — — — — — — — — — — — — — — — — — — — — — — — J (WITH ) Co ht 2020 STROMSKI architecture, IV-0 7-4 I/2 7-4 I/2 7-4 I I-0 PROVIDE (2)#5 REBAR CONTINUOUS IN ALL 8 xlb FOOTINGS reserved.The Architect reserves the right to reproduce this 24'-2' PROVIDE (3)#5 REBAR CONTINUOUS IN ALL 12'x24" FOOTINGS design in its entirety or any portion thereof.Unauthorized EXISTING GIRDER UNLE55 OTHERWISE NOTED alteration of these documents is a violation of the New York 3-1/2' DIAMETER (STANDARD WEIGHT) STEEL COLUMN WITH 114' TOP AND Stare Education Law.These drawings and specifications are an instrument of service and are the property of the Architect. BASE PLATES UNLESS OTHERWISE NOTED These drawings and specifications are not to be used on any 2 I SEE SCHEDULE POURED CONCRETE COLUMN FOOTING other project,except by written permission of the Architect. C' 4' POURED CONCRETE RAT SLAB AS NOTED A-5 A-5 'ANDERSEN' BASEMENT WINDOW PROJECT NO. 20-AR0I9 DAMPROOF FOUNDATION BELOW GRADE PROVIDE BOX BEAM TO SILL PLATE CONNECTORS AS PER SHEET W-2 SCALE AS NOTED DATE 6/I4/202I DRAWN BY TLD CHECKED BY RS INSULATION NOTES R-30 INSULATION WITH WIRE TIES AT CELLAR CEILING TITLE l BASEMENT PLAN Scale: 1/4" = I'-O' R-38 INSULATION AT FLAT CEILINGS A-I R-21 INSULATION AT SIX INCH EXTERIOR WALLS PROPOSED R-7,5 MIN. INSULATION BELOW GRADE WALLS Proposed Basement Plan SHEET A - 1 r IV\I IYI\ IV 1✓1IY WI.I.WIVI\V VUIY VVI I NYY.. I.VI IVYIw 1\1I VI\ 1\IIV ----vgr �' �"3 .... WINDOW SCHEDULE DO WALL LEGEND: OR SCHEDULE WALL CONSTRUCTION SYMBOL LEGEND: SYMBOLMANUFACTURER TYPE DESIGNATION VENT AREA GLASS AREA UNIT AREA EGRESS REMARKS EXTERIOR DOORS VINYL CEDAR IMPRESSION SINGLE AND MULTI-STATION SMOKE EXISTING WALL TO REMAIN w. VVI' uw 'BLUESKIN' OR EQUAL AIR INFILTRATION BARRIER S.D. ALARM TO BE INTERCONNECTED AND ❑A ANDERSEN DOUBLE HUNG (3)-TW26410 ? SF. ? SF. ? SF. ? SF. FACTORY MULLED TRIPLE SYMBOL. SIZE MANUFACTURER TYPE DESIGNATION VENT AREA UNIT AREA REMARKS 1/2' EXTERIOR GRADE PLYWOOD SHEATHING HARDWIRED =___= EXISTING WALL TO BE REMOVED � 2' X 4' WOOD STUDS @ 16' ON CENTER WITH 2' X 4' SHOE AND DOUBLE 2' + + (--' " (2)-TW26510 FACTORY MULLED, CENTER PICTURE I 3�x 7 2 THERMA TRU HINGED ENTRY OUTSWING ' ■ CARBON MONOXIDE DETECTORS SHALL BE © NEW 2 X 4 WOOD FRAME WALL e / © ANDERSEN DOUBLE HUNG UNIT WITH TWO FLANKING DOUBLE X 4 TOP PLATE HUNG O a 2 2 X 6 WOOD STUDS @ Ib ON CENTER WITH 2 X b SHOE AND DOUBLE 2 ❑ ' DNP410510 02 3 x 7 THERMA TRU HINGED SIDE DOOR 1 + CM INSTALLED AS PER MANUFACTURER'S NEW 2 X 6 WOOD FRAME WALL D1"Chitec:Lire C. X 6 TOP PLATE (AS SHOWN ON PLAN) , �� © ANDERSEN DOUBLE HUNG TW2436 IMPACT GLAZING - SAFETY GLASS 2 2 1/2' GYPSUM WALL BOARD ALL WALLS AND CEILINGS MOISTURE SPECIFICATIONS AND HARD WIRED E LOAD BEARING WALLS O 9 x 8 ANDERSEN HINGED TRIPLE ) ( ❑ NEW P.C. CONCRETE WALL P.O.BOX I2s4 ❑D ANDERSEN DOUBLE HUNG TW21042 RESISTANT WALL BOARD AT BATHROOMS ® 3 Q x 7 2 TNERMA TRU HINGED INSULATED DOOR 5/8' TYPE 'X' GYPSUM BOARD AT GARAGE WALLS AND CEILING a WINDOW DESIGNATION (SEE WINDOW JAMESPORT,NY 11947 E ANDERSEN DOUBLE HUNG TW2646 'ANDERSEN' FIRE BRICK PHONE 63I 779-2832 FAX 63I 779-2833 ANDERSEN WINDOWS ALL WITH IMPACT RESISTANT GLASS, LOW E, AND SCHEDULE) �--� ( ) � ) ❑F ANDERSEN DOUBLE HUNG TW2632 INTERIOR DOORS ARGON GAS (SEE PLANS FOR MODEL NUMBERS, SEE ELEVATIONS FOR STANDARD BRICK GRILLE PATTERNS) 0 ANDERSEN AWNING AR31 SYMBOL SIZE TYPE REMARKS PROVIDE WALL TO ROOF, WALL TO WALL, AND WALL TO FOUNDATION O DOOR DESIGNATION (SEE DOOR DROPPED MASONRY CONNECTORS AS PER SHEET W-2. SCHEDULE)0 ANDERSEN DOUBLE HUNG TW3046 OA 2 a x b!f HINGED ❑J ANDERSEN DOUBLE HUNG TW24210 O 2 d x 6 4 HINGED SECTION MARK (DWG#/SHEET) ❑K ANDERSEN DOUBLE HUNG TW20310 © ANDERSEN AWNING AW21 O E 2 x 6& HINGED Ak. DETAIL SECTION MARK (DWG#/SHEET) TES: O 2�x 6Q HINGED FLOOR CONSTRUCTION ' DETAIL DRAWING MARK (DWG#/SHEET) 1. ALL GLAZING TO BE HIGH PERFORMANCE AND LOW-E, UNLESS NOTED OTHERWISE. O 2 4 FLOOR FINISHES AS PER PLAN E 3 x 6 HINGED 3/4' TONGUE AND GROOVE PLYWOOD SHEATHING NAILED AND GLUED O 4a x 6 If DOUBLE HINGED 1 V4' X 9 X2' TJI PRO 230 FLOOR JOISTS SEE PLAN FOR SPACING SECOND FLOOR OG 6 a x 6 DOUBLE HINGED O 2 k x 6' POCKET 2'x6' WALL NOTES: I. ALL GLAZING TO BE HIGH PERFORMANCE AND LOW-E, UNLESS NOTED OTHERWISE. Proposed Addition/Alteration For: Wiles 2 A-5) < A-5 Residence 67'-8' 3'-4' 7'-3' 7'-3' 5'-61 8'-5 3/4' 8'-6' 12'-1 1/2' 11'-2 3/4' gl I I NEW BLICO DOOR I650 New Suffolk Road AR 5TOOP Cutchogue, New York it 5/4" X S ET DECKING O F F F❑ Q p 3 S.C.T.M.#I000-I09-6-I4.I ❑ ❑ _ O_ ❑ --- _ 2) I x9 X�' LVL DR HDR REVISIONS ' Y - J - - J - - 1 - L O u 9 PLATE HEIGHT T I STORAGE PAN CERAMIC TILE I o CERAMIC TILE II I O II a 8' C.H. � PANTRY � � II I / I / 1 'J I— 1 1 1 1 A 1 I 1 I I� r O II 6-0 b 4-2 - 6 �I 6 4 b-0 O 4 32-8 _ = 1 41 7'_41 KITCHEN O 's ii a BATH i HARDWOOD FLOOF NG CERAMIC TIE b I n Li r - - -I - - T - - � ] ;°r `� DINING AR�AI I\ s' C.N. 1 1 1FRI HARDWOOD FLOORIN I IX. 2 xb C.J. @ I6 0/C O �J.1. CLOSET I `" U � — — -1 L — - L -1 8 - - MUDRooM HA'DWOOD FLOORING H I O PWD RM _ O O 11 C I C CERAMI TILED i N v -} ^, - CERAMIC TILE N D N 3 0 BUILT IN O O s x ��11 - --- - - - - ----- - - - - --- ----- - --- -- - -- --- ---1IU_ MILLWORK p _ i» 'vI --- -------- -------- - _ _ n ;� CORNER GAS FIREPLACE UNIT- RIDGE O - I ------~ ----RIDGE BEAM _ Q - - ------------- W 5------- -------------------- O 10 -- - �-- -- ---- - -15'-2' �' 4' '- " 4' b'-10' 4" 25'4 I -- 21-2r b' E NEN WOOD FRAMED --f x CLpS PLATFORM, SYNTHETIC r O - _ _ ------ --- - -- 1 - -- -- ----- -- L -- - - -- - - - - - - - - DECKING MASTER BEDROOM 1 - FI - --_-- VAULTED I� w NEW WOOD 3 I HARDWOOD FLOORING i > to U FRAMED O �_ J I f ILL. PLATFORM O l 11 loc -—-—8' G.H. 3 LIVING ROOM rn N C I HARDWOOD FLOORING SEAL I _ 8' C.H. I - ---- - ZD ' FOYER N 1 WARr IWOOD FLC DRING-I i j !I BUILT IN MILLWORK \17 �l i LL_` 2 Is"_x 9 Y.: !MICRC>�4M LVLDOUBLE KING AND o ❑ ❑ I I JACK KINGS STUD, AL 48 1 - - - -- - -�i 9' PLATE HEIGHT - -- -- -- - - GARAGE OPEN 04 a °' I (2 1 Y4' x 9)Z' MICROLAM LVL EXISTING a - - -- - - - - - - - - - - - - - - - - - - - - - O I ---- ❑ --- � 9'-4' '��}' I j FRONT PORCH r co 5/4' X 6- SYNTHETIC DECKING . _D Copyright 2020 STROMSKI architecture,p.c.All rights reserved.The Architect reserves the right to reproduce this 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 CIS PROJECT NO. 20-AR0I9 SCALE AS NOTED DATE 6/I4/202I DRAWN BY TLD CHECKED BY RS T-4In' 104 3'-1' 2'-11' 13'-11" 714 II'4 II'-4" TITLE 20'-9 1/2' 24'-2' 22''8+ Proposed 2 First Floor Plan A-5 A-5 i FIRST FLOOR PLAN Scale: 1/4" = I'-O' A-2 PROPOSED SHEET A - 2 t ^I WALL LEGEND: WINDOW SCHEDULE DOOR SCHEDULE ROOF CONSTRUCTION SYMBOL LEGEND: 30 YR. ARCHITECTURAL GRADE ASPHALT SHINGLE Q5 SINGLE AND MULTI-STATION SMOKE EXISTING WALL TO REMAIN i SYMBOL. MANUFACTURER TYPE DESIGNATION VENT AREA GLASS AREA UNIT AREA EGRESS REMARKS EXTERIOR DOORS 30 LB. FELT PAPER ALARM TO BE INTERCONNECTED AND s•D• EXISTING WALL 70 BE REMOVED A ANDERSEN DOUBLE HUNG " HARDWIRED ----- (3)-7W26410 ? SF. ? SF. ? SF. 7 SF. FACTORY MULLED TRIPLE 5/8 EXTERIOR GRADE PLYWOOD SHEATHING SYMBOL. SIZE MANUFACTURER TYPE DESIGNATION VENT AREA UNIT AREA REMARKS (4) I Y4 X 16' LVL RIDGE BEAM NEW 2' X 4' WOOD FRAME WALL ") 1 (2)-TW26510 FACTORY MULLED CENTER PICTURE p p " �.,�,...� ® ANDERSEN DOUBLE HUNG UNIT WITH TWO FLANKING DOUBLE O 3 x 7 THERMA TRU HINGED ENTRY OUTSWING (2) 1 Y4 x 9 9 LVL RIDGE BEAM _M DHP410510 ❑ DYC�131CCLtlE, .C. HUNG* p p • CM IN TALLER AS PER MANN MONOXIDE UF GTURER S RS SMALL BE NEW 2 X 6 WOOD FRAME WALL 2 X 10 ROOF RAFTERS @ Ib ON CENTER � O 3 x 7 THERMA TRU HINGED SIDE DOOR 2' X 6' CEILING JOIST @ 16' ON CENTER SPECIFICATIONS AND HARD WIRED ® LOAD BEARING WALLS © ANDERSEN DOUBLE HUNG TW2436 IMPACT GLAZING - SAFETY GLASS p p 2' X 6' COLLAR TIES A7 tb' ON CENTER PLACED I/3 OF THE ATTIC ❑D ANDERSEN DOUBLE HUNG TV01042 O 9 x 8 ANDERSEN HINGED TRIPLE HEIGHT BELOW RIDGE (NO RIDGE STRAPS REQUIRED) NEW P.C. CONCRETE WALL P.O.:aOX I254 JAMESPORT,NY 11947 ANDERSEN DOUBLE HUNG TM646 O 3 p x 7 p THERMA TRU HINGED INSULATED DOOR PROVIDE ALUMINUM FLASHING AS REQUIRED ❑? WINDOW DESIGNATION (SEE WINDOW 0 FIRE BRICK PHONE(63I)779-2832 FAX(63I)779-2833 ICEIWATER BARRIER IN ALL VALLEYS AND ROOF EDGES SCHEDULE) ANDERSEN DOUBLE HUNG TW2632 INTERIOR DOORS RAFTER 70 PLATE CONNECTORS USE 'U5P' MODEL NUMBERS RT7 OR R710 0 STANDARD BRICK ANDERSEN AWNING AR31 SYMBOL SIZE TYPE REMARKS WALL CONSTRUCTION OO DOOR DESIGNATION (SEE DOOR DROPPED MASONRY ❑N ANDERSEN DOUBLE HUNG TW304b t`A 2 p x b p HINGED VINYL CEDAR IMPRESSION SCHEDULE) ❑J ANDERSEN DOUBLE HUNG TW24210 ❑K ANDERSEN DOUBLE HUNG TW20310 B O 21 x 6& HINGED 'BLUI'SKIN' OR EQUAL AIR INFILTRATION BARRIER , SECTION MARK (DWG#/SHEET) ANDERSEN AWNING AW21 O 2' EXTERIOR GRADE PLYWOOD SHEATHING �� DETAIL SECTION MARK (DWGtt/SHEET) C 2 x 6 lk HINGED 1/ X X WOOD STUDS @ 16' ON CENTER WITH 2" X 4" SHOE AND DOUBLE 2' N��: X 4" TOP PLATE O 2 x 6 e HINGED 2" X 6' WOOD STUDS @ 16' ON CENTER WITH 2' X 6' SHOE AND DOUBLE 2' DETAIL DRAWING MARK (DWG#/SHEET) I. ALL GLAZING TO 8E HIGH PERFORMANCE AND LOW-E, UNLESS NOTED OTHERWISE, t� 3 p x 6 e X 6' TOP PLATE (AS SHOWN ON PLAN) HINGED I/2" GYPSUM WALL BOARD ALL WALLS AND CEILINGS (MOISTURE O 4 p x 6 A DOUBLE HINGED RESISTANT WALL BOARD AT BATHROOMS) 5/8' TYPE 'X' GYPSUM BOARD AT GARAGE WALLS AND CEILING O 6 p x 6 e DOUBLE HINGED 'ANDERSEN' WINDOWS ALL WITH IMPACT RESISTANT GLASS, LOW E, AND !Z ARGON GAS (SEE PLANS FOR MODEL NUMBERS, SEE ELEVATIONS FOR O 2 x 6 POCKET 2'xb' WALL GRILLE PATTERNS) PROVIDE WALL TO ROOF, WALL TO WALL, AND WALL TO FOUNDATION NOTESt CONNECTORS AS PER SHEET W-2. I. ALL GLAZING TO BE HIGH PERFORMANCE AND LOW-E, UNLESS NOTED OTHERWISE. Proposed Addition/Alteration For: 'Wiles Residence 2 I A-5 A-5 27'-0' 9'-4' V-4' 9'-4' 1650 New Suffolk Road H _ Cutchogue, New York - — — n H - - - - - - - - - - - -- - - - - - - - - � — - - - - - - - - - - — �- - N — � S.C.T.M.#I000-I09-6-I4.I --- --- c, 12'-B' 4 2'-2'4'. 10'-10' e' il J � REVISIONS El I I II Ij I EIXISTING 2xb ROOF RAFTER I C) X 8' CEILING JOIST 1 1 I I I C� _ _ O CLOS• @ 16' ON CENTER R C) C - __� BEDROOM _ ► I I - - — — — — — — — --� co I 1 6,RDWOOD FLOORING I I I I I I C) II 11'-8' OFFICE/ I IN AREA I I I — HARDWOOD FLOORING I ( i i I C) I I C) U _Q it 12' O O CV' ~~ CV :� U� I - - - - - - � Q C 2' X 80 ON C CEILING JOIST @ 16 N --� ER N I I I C , -i ' 01 - r BATH i I 12 BEDROOM C RAMIG TILE C� Z O 3 - —1 HARDWOOD F IN 3 I I A-5 LOOR G O ------------------------- I 1 1 I I 3 CLOS• r2'28' I I 2'-2' b'-I 0 i I I II 0Lo SEAL t� i (2 2' x 4' DOUG FIR HEA _ i I I •'" �`` EH 12" - - - - - - - - - - - - -- . . . . . . . .. . . . . . - - - - - - - - - - - J N 1- - - - - - - - - - - - EXISTING 24 ROOF RAFTER I I I Copyright 2020 STROMSKI architecture,p.c.All rights reserved.The Architect reserves the right to reproduce this 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 uastrument of service and are the property of the Architect. These drawings and specifications are not to be used on any L LI other project.except by written permission of the Architect. N PROJECT NO. 20-AR019 SCALE AS NOTED DATE 6/I4/202I DRAWN BY TLD CHECKED BY RS 9'-4' 8'4 9'-4' I'-10' 3'-7' 3'-7' I'-10' TITLE 271-0' 5'-3' 10'-9 9/16' 2 E A-5 A-5 Propose Second Floor Plan SI4EET L SECOND FLOOR PLAN Scales 1/4' = 1'-0' A-3 PROPOSED A - 3 SYMBOL LEGEND: WALL LEGEND: ; 3 . *t, 'a SINGLE AND MULTI-STATION SMOKE EXISTING WALL TO REMAIN S.D. ALARM TO BE INTERCONNECTED AND f I HARDWIRED :___: EXISTING WALL TO BE REMOVED 0 NEW 2' X 4' WOOD FRAME WALL S C ■ CARBON MONOXIDE DETECTORS SNAIL BE NEW 2' X 6' WOOD FRAME WALL CM INSTALLED AS PER MANUFACTURER'S architecture, p.c. SPECIFICATIONS AND HARD WIRED © LOAD BEARING WALLS NEW P.C. CONCRETE WALL WINDOW DESIGNATION (SEE WINDOW P.O.BOX I254 JAMESPORT,NY I I947 SCHEDULE) © FIRE BRICK PHONE(63I)779-2832 FAX(63I)779-2833 O � STANDARD BRICK ? DOOR DESIGNATION (SEE DOOR L DROPPED MASONRY SCHEDULE) SECTION MARK (DWG#/SHEET) DETAIL SECTION MARK (DWG#/SHEET) ®--�' DETAIL DRAWING MARK (DWG#/SHEET) Proposed Addition/Alteration For: 2 1 A-5 A-5 Wiles Residence 1 — 4- r -- - - - - - - - - - - - - - - - - - - --- I i II 11 11 -1I-- - - - - - - - - 71 I 1 1 1 1 I 2' X 6'I R.R. k I I I I I I I @ I6 ON CEENNTEER RAFTER1 1 '4l gF @ 16" o.c. I I 1 1 1EXISTING 2' X 6' ROOF RAFTER 1 1 I I I I TO REMAIN I I I � 1 1 I I I 1 1 I I 1650 New Suffolk Road L - - - - - - - - -I New York I III I Cutchogue, 2' @ 10 ROOF c��� — — — — — — — ROOF CONSTRUCTION III I I S.C.T.M.#I 000-I 09-6-I4.I 1 1 1 1 1 I I 30 YR. ARCHITECTURAL GRADE ASPHALT SHINGLE nc 1 1 1 W 1 1 I I oZo III I I I 11 30 LB. FELT PAPER REVISIONS 1 J 19 1 1 1 1 N m 6 1 I 1 5/8 EXTERIOR GRADE PLYWOOD SHEATHING o_ I I (4) 1 W X 16' LVL RIDGE BEAM I I J I I x I I 1 1 -- — (2) 1 y4' x 9 X' LVL RIDGE BEAM O J I 2 X 10 ROOF RAFTERS @ 161 ON CENTER 2' X 8' CEILING JOIST @ 16' ON CENTER 12" I I I JII I I I 2' X 6' COLLAR TIES AT 16' ON CENTER PLACED 1/3 OF THE ATTIC 1 I I (I I I (NO RIDGE STRAPS PROVIDE ALUMINUM14EIG14T BELOW RIGFLASHING AS REQUIRED SQUIRED) O 12' III 11 1 I ICE/WATER BARRIER IN ALL VALLEYS AND ROOF EDGES O ( I I I I RAFTER TO PLATE CONNECTORS USE 'USP' MODEL NUMBERS R17 OR RTIO 1 I 4I 'xl6' IAELVLRL7,EBEAM i— J L — — — — — — — — — — — — — 2' X 10'ROOF RAFTER �' O 1 1 @ 16' ON CENTER 1 1 I 1 1 �,1 p;l I III III I 2'X 4' ROOF RAFTER — 1 I I ta 1 Wi 1 1 O I I E I6' ON CENTER 1 1 N 1 1 I I 1 I ry l I I I, I �I I— A-5 I 3 II 11 11 11 II �� 11 a� III �� III 11 II O 1 I 1 1 1 1 1 1 1 i �� III xm III �6 1 1 1 1 11 II 11 11 11 X� ��I74I�Ib7lb1 II xm 1I 11 11 11 11 ill III � � III 11 �- - - - - - - - - - - - - —� L_ - - 1- - - - - - - - � I I � - -—� I- - - - - - - I I F iv 2 X 6 Ik.R. LII 1 @ 16' C. —_________ __ - - -_________ -- - - - - - - - - - - - - J I1 EXISTING 2' X 6' ROOF RAFTER I TO REMAIN 1 I SEAL I EXISTING 2' 6' ROOF RAFTER 1 1 TO IN I i �� - . .. �• I A ' S LL _- - - - - - - - - - - - - - - - - - - - - - - - - - -j — — — — — — — — — — — — — — — — — — — — — — — — - - 2 1 Copyright 2020 STROMSKI architecture,p.c.All rights A-5 reserved.The Architect reserves the right to reproduce this A-5 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. PROJECT NO. 20-AROI9 SCALE AS NOTED DATE 6/I4/202I DRAWN BY TLD CHECKED BY RS 1 SECOND FLOOR PLAN Scale: 1/4' = 1'-O' TITLE A-4 PROPOSED Proposed Roof Plan SHEET A - 4 41. I I MATERIAL NOTES ROOF CONSTRUCTION rc[)ftCCtLirC, p.c. 30 YR. ARCHITECTURAL GRADE ASPHALT SHINGLE STOP OF RIDGE 30 L.B. FELT PAPER , _6 M —— 5/8' EXTERIOR GRADE PLYWOOD SHEATHING P.O.BOX I254 JAMESPORT,NY 11947 (4) 1 V� X 16' LVL RIDGE BEAM PHONE(63I)779-2832 FAX(63I)779-2833 (2) 1 V' x 9 Xi' LVL RIDGE BEAM 2' X 10' ROOF RAFTERS @ 16' ON CENTER 2' X 8' CEILING J015T @ 16' ON CENTER 2' X 6' COLLAR TIES AT 16' ON CENTER PLACED 1/3 OF THE ATTIC HEIGHT BELOW RIDGE (NO RIDGE STRAPS REQUIRED) PROVIDE ALUMINUM FLASHING AS REQUIRED ICEIWATER BARRIER IN ALL VALLEYS AND ROOF EDGES RAFTER TO PLATE CONNECTORS USE 'USP' MODEL NUMBERS RT7 OR RTIO WALL CONSTRUCTION - - - VINYL MPRESSION B CEDAR ESKIN' OR(EQUAL AIR INFILTRATION BARRIER 1/2' EXTERIOR GRADE PLYWOOD SHEATHING 2' X 4' WOOD STUDS @ 16' ON CENTER WITH 2' X 4' SHOE AND DOUBLE 2' X 4' TOP PLATE 2' X 6' WOOD STUDS @ 16' ON CENTER WITH 2' X 6' SHOE AND DOUBLE 2' X 6' TOP PLATE (AS SHOWN ON PLAN) 1/2' GYPSUM WALL BOARD ALL WALLS AND CEILINGS (MOISTURE RESISTANT WALL BOARD AT BATHROOMS) 5/8' TYPE V GYPSUM BOARD AT GARAGE WALLS AND CEILING TOP OF PLATES 'ANDERSEN' WINDOWS ALL WITH IMPACT RESISTANT GLASS, LOW E, AND —— 81_11 ARGON GAS (SEE PLANS FOR MODEL NUMBERS, SEE ELEVATIONS FOR osed +, GRILLE PATTERNS) _STOP OF PLATE Pro__ p Addition/Alteration ch PROVIDE WALL TO ROOF, WALL TO WALL, AND WALL TO FOUNDATION 8'-1' For: Tn CONNECTORS AS PER SHEET W-2. ,a — m Wiles FLOOR CONSTRUCTION Residence FLOOR FINISHES AS PER PLAN 3/4' TONGUE AND GROOVE PLYWOOD SHEATHING NAILED AND GLUED I V41 X 9 V TJI PRO 230 FLOOR JOISTS SEE PLAN FOR SPACING SECOND TOP OF 50 FLOOR� FLOOR TOP OF SUB FLOOR TOP OF FOUNDATION_ FOUNDATION CONSTRUCTION (2) 2" X 6' ACQ SILL PLATE WITH SILL SEAL TOP OF FOUNDATION 'COP-R-TEX' TERMITE SHIELD 0'-0" 5/8' ANCHOR BOLTS @ 36' ON CENTER MAX, AT EACH SIDE OF EVERY OPENING, WITHIN 6' TO 12' OF THE END OF EACH PLATE, AND WITHIN 12' OF EACH CORNER. PROVIDE 14OLDDOWN AS PER SHEETS W-1 AND W-2 8' POURED CONCRETE FOUNDATION WALLS 1650 New Suffolk Road 8' X 16' POURED CONCRETE WALL FOOTING (WITH KEY WAY JOINT) Cutcho e New York PROVIDE (2)#5 REBAR CONTINUOUS IN ALL WAO FOOT11G5 PROVIDE (3)u5 REBAR CONTINUOUS IN ALL 12'x24' FOOTINGS S.C.T.M.#I000-I09-644.I EXISTING GIRDER UNLESS OTHERWISE NOTED 3-1/2" DIAMETER (STANDARD WEIGHT) STEEL COLUMN WITHI 114, TOP AND BASE PLATES UNLESS OTHERWISE NOTED REVISIONS TOP OF SLABh SEE SCHEDULE POURED CONCRETE COLUMN FOOTING STOP OF 5LAB —— 4" POURED CONCRETE RAT SLAB AS NOTED —— O 'ANDER5EN' BASEMENT WINDOW DAMPROOF FOUNDATION BELOW GRADE 0 PROVIDE BOX BEAM TO SILL PLATE CONNECTORS AS PER SHEET W-2 0 i SECTION 'A' Scale: 1/4' = 1'-0' INSULATION NOTES 2 SECTION 'B' Scale: 1/4' - 1'-0' R-50 INSULATION WITH WIRE TIES AT CELLAR CEILING A-5 0 A-5 0 R-38 INSULATION AT FLAT CEILINGS R-21 INSULATION AT SIX INCH EXTERIOR WALLS O R-7.5 MIN. INSULATION BELOW GRADE WALLS NOTE: TAS DETAIL IS APPLICABLE WHERE 0 'TYVEK' OR EQUAL AIR-----.,. I:LOOR JOISTS ARE PARALLEL TO 0 INFILTRATION BARRIER DECK JOISTS. TOP OF RIDGE -6M -- -- -- -- -- 1 1/2' GYPSUM BOARD COPPER COUNTER FLASHING 0- ——— DRIP EDGE 0 - - - - EXISTING PLYWOOD 4' X 5/4' WOOD DECKING 0 - - - SHEATING F,2' X 8" ACQ DECK JOIST @ 161 O.C. 0 EXISTING FLOOR JOIST LAG BOLT W/ 1/2'0 BOLTS 0 @ 32" O.C. STAGGERED 0 2' X 8' ACQ LEDGER 0 BOARD ZINC COATED JOIST MANGERS W/ 0 WOOD FRAMED DOUBLE PROPER FASTENERS AS RECOMMENDED 0 TOP PLATE BY MANGER MANUFACTURER PROVIDE MOLD DOWN DEVICE MIN. 750 0 LB. LOAD CAPACITY AT 4 LOCATIONS ALUMINUM FLASHING WITM A LAYER EVENLY DISTRIBUTED ACROSS DECK OF ICE AND WATER SEAL ON TOP LEDGER, 24' FROM END MINIMUM. SEAL TO AVOID DIRECT CONTACT WITH SIMPSON TENSION TIE DTTIZ. PROVIDE ACQ LEDGER BOARD DIAMETER LAG PRE-DRILLED WITH MINIMUM 3' PENETRATION. w° l /ikTOP OF PLATE a LEDGER DETAIL Sale: If = P-0' A-5 VENT THROUGH ROOF (TYP.) x 1`.h,. k ROOF 13n �i �F N54A I /JK _ TOP OF .SUB FLOOR _ --- —j_ I Copyright 2020 STROMSKI architecture,p.c.All rights QI_10M " _ —►-- —� II I II I I reserved.The Architect reserves the right to reproduce this __-3— 1211 12 I I design in its entirety or any portion thereof.Unauthorized I I I I alteration of these documents is a violation of the New York tikTOP OF FOUNDATION _- I I I 1 I State Education Law.These drawings and specifications are r I I I an instrument of service and are the property of the Architect. Q—Q1 LAV. W G, I 211 These drawings and specifications are not to be used on any I /I I = I I other project,except by written permission of the Architect 3111 * I I I I I I I �v4„ i PROJECT NO. 20-AR019 SECOND FLOOR I 1 1 1 I SHOWER I I SCALF. AS NOTED DATE 6/I4/202I II �— `` C.O. l 3 I 211 DRAWN BY TLD CHECKED BY RS _a--- 1 311 TITLE I ' 111 i i 211i-' II I-I/4 3„� i SINKHEN 1-7I/2" i211 i i fU I LAV. I I I I I I "I �7 ' Tf ISM{ LAV. i w 1 G, 3 1 ; Proposed ' LI I I WI SH l` A E f jAGH SHOWER Sections FIRST FLOOR --------- F.A.I.13n C.O3 211 G.O. G.O. 3� 311 z_ GRADE C.O. 311 i I 3„� SHEET 3 `SECTION 'C' Sale: 1/4' = 1'-0' -- _______ ___ C.O 3 �„ APPROVED „ TO SCHD A-5 ------- _ __ SANITARY A - 5 � SYSTEM _1___� 0 BSMT. FLOOR --- _ s PLUMBING RISER DIAGRAM Scale: 1/4"= P-0' p A-5 i I� °,1 '® WINDOW SCHEDULE architecture, p,c, SYMBOL MANUFACTURER TYPE DESIGNATION VENT AREA GLASS AREA UNIT AREA EGRESS H REMARKS N P.O.BOX I254 JAMESPORT,NY I I947 ❑A ANDERSEN DOUBLE HUNG (3)-TW26410 ? SF. ? SF. ? SF. ? SF. FACTORY MULLED TRIPLE PHONE(63I)779-2832 FAX(63I)779-2833 © ANDERSEN DOUBLE HUNG �2)-TW26510 FACTORY MULLED, CENTER PICTURE DHP410510 UNIT WITH TWO FLANKING DOUBLE HUNG © © © It 11 11 © ANDERSEN DOUBLE HUNG TW2436 IMPACT GLAZING - SAFETY GLASS ------ — � - -- �D ANDERSEN DOUBLE HUNG 'T1V21042 �E ANDERSEN DOUBLE HUNG TW2646 11 fill 111111 Hill IIIIII IIIIII IIIIII IIIIII Mill Will IIIIII IIIIII IIIIII IIIIII IIIIII fill 11111111111 11 ''IT'I 111 1111 IIITII IIITII 11ITII Il1TII 111111 IIITII III QF ANDERSEN DOUBLE HUNG TW2632 ❑G ANDERSEN AWNING AR31 H ANDERSEN DOUBLE HUNG TW3046 0 J❑ ANDERSEN DOUBLE HUNG TW24210 K ANDERSEN DOUBLE HUNG TW20310 © ANDERSEN AWNING AW21 NOTES: I. ALL GLAZING TO BE NIGH PERFORMANCE AND LOW-E, UNLESS NOTED OTHERWISE. . . . . . . Ll DOOR SCHEDULE Proposed Add1Ion eration For: EXTERIOR DOORS SYMBOL SIZE MANUFACTURER TYPE DESIGNATION VENT AREA UNIT AREA REMARKS Wiles O 34 x 7¢ TNERMA TRU HINGED ENTRY OUTSWING O 32 x 7 Q' THERMA TRU HINGED SIDE DOOR Residence i � FRONT ELEVATION Scale: I/4' = I'-o" O3 q a x S a ANDERSEN HINGED TRIPLE A-6 ®e3¢x 7 THERM TRU HINGED INSULATED DOOR INTERIOR DOORS SYMBOL SIZE TYPE REMARKS O 2 Q x b$ HINGED © 2 x 6 HINGED O 2 x 6$ HINGED ® 2 x 6 4 HINGED Q 3 x 6 HINGED 1650 New Suffolk Road Q Cutchogue, New York 4�x b aDouBLE HINGED O b p x b�' DOABLE HINGED O 2Ex 6° POCKET 2"xb' WALL REVISIONS Hill IIIIII IIIIII IIIN N NOTES O 1 fill I. ALL GLAZING TO BE HIGH PERFORMANCE AND LOW-E, UNLESS NOTED OTHERWISE. O O , O 1 O O T D D fill 11 O F O F.W.H. F F F F BLDG. ELEVATION NOTES: 0 O ROOF NOTES: O 30 YEAR ARCHITECTURAL ROOF SHINGLES. O FLASH AT ALL ROOF BREAKS. PROVIDE ICE/WATER BARRIER IN ALL VALLEYS AND O 'I AT ALL ROOF EDGES RIDGE VENT - CONTINUOUS WHERE O APPLICABLE GABLE FASCIA NOTES: D 11 x ? RAKE FASCIA 0= 21 2 SOLID CROWN RAKE CAP REAR ELEVATION Scale: I/4" l�-o' GA O ? GABLE OVERHANG A-b I "?DAEFRIEZEDS X RAKEBOARD O 3 1/2' SPRUNG CROWN RAKE FRIEZE CAP O FASCIA AND SOFFIT NOTES: SEAL I' X ?' FASCIA L L.1- ? OVERHANG - u 3/8 M.D.O. PLYWOOD SOFFIT ✓ �r JJJL111 _L1 1j, JL_WJJl Ll; 11 tJ!1111JLIJ�1_ll_1LL J WJ�11J�11_lJl�l�l I' II !'I�� 2' CONTINUOUS SOFFIT VENT ll 11J L1 i1 1LJ JJ 11llLil �1.' llL1_IL 1.111_I Il.l 1 J.I'.11 L_li-_l11! _Ll ; FULL FRIEZE BOARD { 3 I/2' SPRUNG CROWN FRIEZE CAP �� ,4� 3� t SIDING NOTES: - EXTERIOR INSULATED FINISH SYSTEM WITH MOISTURE PROTECTION SYSTEM. J INSTALLED IN STRICT CONFORMANCE " WITH MANUFACTURER'S RECOMMENDATIONS. I l r. � y Ly - CEDAR PERFECTION SIDING INSTALLED i T J j' 1LL J_ �K- K - I K 5' TO THE WEATHER OVER 15L8 FELT Copyright Sht 2020 STROMSKI architecture,p.c.All rights K PAPER. SIDINGreserved.The Architect reserves the right to reproduce this TO BE FACTOR g Y P it design in its entire or an onion thereof.Unauthorized 1L_ STAINED PRIOR TO INSTALLATION FOR altera ofthese d cumentps is a violation of the Ne £ __ '� ! llili � BEST PERFORMANCE. State Education Law.These drawings and specifications arek ail r� I an instmment of service and are the property of the Architett. "IJ I — VINYL SIDING (STYLE AND COLOR TO These drawings and specifications are nor to be used on any �_ .. BE SELECTED BY OWNER) OVER other project,except by written permission of the Architect. I11,�:i,1L11 _�Lll-1;1�_1''i_J�a�JI__� 1JJ,lU�TlliJll:_'1..�1 PROPER AIR INFILTRATION BARRIER. PROJECT NO. 20-AR0I9 11- J1�1 I1a jr;I.Ji 1 1;i 11 _ - CERTAINTEED CEDAR IMPRESSION VINYL l !Tl _li.' L'J I� r J;_ ,11J_1 ';i U!_i l_ l_ li i 1 i'1L1 �[� �� 11 1 --I--'�Il.11_� • -;li._ SHINGLE PANELS INSTALLED OVER SCALE AS NOTED DATE 6/I4/202I 1:1; J liJ L 1C llL1Jl 1.1 !11 1,JLLI IL_ PROPER AIR INFILTRATION BARRIER. IP 11 l' w� . I 1. 11 1 11 11 11 it ;L I.1 J .Li.1 Ui 11 i_ 1 1I LI DRAWN BY TLD CHECKED BY RS IL.• l`J.�JJ JJ�11i ,1J�JL1J_JLJIT!1_' I ii IT if 11I IT7!-1,_i1 JJL U_l l-! JJi��J JJT 1L.J_1_ - CLEAR CEDAR BEVELED SIDING INSTALL 1l -ILL 111LLJLIL�JI ,L[ I L1L-1 .l _11:IT 4' TO THE WEATHER OVER 15LB FELT TITLE PAPER. SIDING TO BE BACK PRIMED PRIOR TO INSTALLATION FOR BEST F JT -- PERFORMANCE. 2 �� �1 RAILING NOTE: 4��>�1�l I �� I � 1 _ - 36 NIGH GUARDRAIL TOP AND BOTTOM Buildln 171 E-1 E] F�l E�l [Ll i LT_I- T �11 " LL r RAIL CENTER. 5/4' BALUSTERS SPACED g J 1 1 5' ON CENTER. RAILING TO BEHill iIIIIIIIIII CONSTRUCTED 50 THAT A 4' SPHERE Elevations ji MAY NOT E:1 F�11 1=1 E�11 E] I I I I I I I I I I I I I I I I Fl I I i7T1J� 11� �' OPENING PASS THROUGH ANY 1 _ 1 ,_ -�� IIIII � 1 - 34" NIGH HANDRAIL TOP AND BOTTOM 1=1 � � > E] F711 [7 1 �11, L r.IJ� .�T ,._l RAIL WITH 5/4' BALUSTERS SPACED . T _ - j 5' ON CENTER. RAILING TO BE III a,, ll I Of 19, 1 �F=7 F=7 , - �I CONSTRUCTED 50 THAT A 4' SPHERE . 1 ,T,, SHEET MAY NOT PASS THROUGH ANY OPENING. e,A-( III, SIDE ELEVATION Scale: 1/4' = 1'-0' " , ' 4 SIDE ELEVATION Scale: I/4 = I-0 A - 6A-6 'USP' STRUCTURAL STRAP MODEL# LSTA (REQUIRED WHEN NO � COLLAR TIES ARE USED WITHIN THE UPPER THIRD OF THE ATTIC i '�'�,, SPACE @ 16" ON CENTER) SEE MATERIAL NOTES FOR SIZES. ' TOP OF RIDGES RAFTER TO RAFTER CONNECTION architecture, p.c. P.O.BOX I254 JAMESPORT,NY 11947 RAFTER. SEE PLAN FOR PHONE(63I)779-2832 FAX(63I)779-2833 N 51ZES AND SPACING w RIDGE. SEE PLAN FOR SIZES j LU RAFTER. SEE PLAN FOR HEADER. SEE PLAN FOR SIZES AND SPACING SIZES U CEILING JOIST. SEE PLAN a FOR SIZES AND SPACING 'USP' STRUCTURAL CONNECTOR FOR R ! :]I AND STUDS THAT ARE OFFSET. MODEL# RT7/REF# —— ———— H2.5/H5 (585 BS UPLIFT) I TOP OF PLATEAK AKTOP OF PLATE RAFTER TO PLATE CONNECTION RAFTER TO PLATE CONNECTION EILING JOIST. SEE PLANS I' FOR SIZES AND SPACING Proposed Addition/Alteration 'USP' STRUCTURAL CONNECTOR SEE MATERIAL NOTES FOR For: DOUBLE TOP PLATE. SEE MATERIAL MODEL NUMBERS (EACH STUD) NOTES FOR SIZES HEADER. SEE PLAN FOR 'USP' STRUCTURAL 'USP' STRUCTURAL STRAP Wiles SIZES CONNECTOR FOR RAFETR BEZzi GAUGE MIN) LSTA MAY BE USED TO WRAP OVER AND STUDS THAT ARE THE TOP PLATE AT WINDOW Residence IN-LINE. MODELWS RTIO (REF AND DOOR OPENINGS (REFER H2) (585 LBS UPLIFT) OR TO TABLE 3.36 ON SHEET RT20 (REF 117) (1105 LBS 4'-0" OR LESS ROUGH OPENING W-I FOR NAILING SCHEDULE) SHEATHING SEE MATERIALS UPLIFT) CAB BE USED, SEE C NOTES FOR SIZES 4 TYPE MATERIAL NOTES FOR MODEL SEE NAILING SCHEDULE ON NUMBERS TO BE USED. W-2 FOR FASTENING (EACH STUD) EXTERIOR WALL STUD, SEE FOR OPENINGS LESS THAN MATERIAL NOTES FOR SIZES AND SPACING 4'-0" USE SINGLE JACK AND FULL HEIGHT STUD AT EACH 'U5P' STRUCTURAL STRAP END. 1650 New Suffolk Road MODEL# l.TW12 (REF #LTS 12) (735 LBS UPLIFT) MAY ALSO Cutchogue, New York 'USP' STRUCTURAL STRAP BE USED AS A STUD TO RIM MODEL# LFTA6 (REF# H6) S•C•T•M.#I000-I09-6-I4.I JOIST CONNECTOR (UPLIFT qqO LES) MAY AL50 BE USED AS A STUD TO REVISIONS 'AD55' USP' CONNECTOR WITH (2) 3/4" FLOOR CONNECTOR. SINGLE SHOE. SEE MATERIAL NOTES CARRIDGE BOLTS FASTEN TO DOUBLE STUD. O FOR SIZES A 5/8" DIAMETER THREADED ROD CONNECTS 'USP' STRUCTURAL STRAP UPPER aND LOWER CONNECTORS. PROVIDE FOR STUDS THAT ARE O BOX BEAM DOUBLE STUDS AND STRAPPING FROM ROOF OFFSET MODEL# LSTA 12 FLOOR JOIST. SEE PLANS FOR SIZES TO FOUNDATION AS SHOWN. (620 BS UPLIFT) O 0 TOP OF SUBFLOORAK STOP OF SUB FLOP,: _ _ _ 0 STUD TO STUD CONNECTION STUD TO STUD CONNECTION i I BOX BEAM OR RIM JOIST. SEE PLAN FOR DETAILS 0 II 1 'USP' STR.'rCTURAL STRAP O 'USP' STRUCTURAL STRAP MODEL# LSTA30 FOR 8" TO O MODEL# L5TA30 FOR B" TO 10" J015T U5E LSTA36 FOR 10" JOIST USE L5TA36 FOR 12" JO;`:,.. (REFER TO TABLE O FLOOR DIAPHRAGM BRACING WITHIN I 12" JOIST. (EACH STUD) 3.313 ON SHEET W-1 FOR +n LAST TWO BAYS OF FRAMING AT 4'-0" (REFER TO TABLE 3.313 ON NAILING SCHEDULE) INTERVALS SHEET W-I FOR NAILING O SCHEDULE) O DOUBLE TOP PLATE. SEE MATERIAL NOTES FOR SIZES HEADER. SEE PLAN FOR O SIZES O ADDITIONASL 'USP' STRUCTURAL O STRAP MODEL# LSTA 12 FOR OPENINGS GREATER THAN 4'-0" FOR OPENINGS LARGER THAN O 4'-0" USE DOUBLE JACK AND O FULL HEIGHT STUD AT EACH GREATER THAN 4'-0" ROUGH OPENING O EXTERIOR WALL STUD. SEE MATERIAL END. NOTES FOR SIZES AND SPACING ADDITIONAL 'USP' STRUCTURAL STRAP O 'USP' STRUCTURAL STRAP MODEL# L5TAI6 FOR 8" TO 10" JOIST SEAL MODEL# LTW12 (REF #LTS 12) USE L5TA24 FOR 12" JOIST FOR (735 LBS UPLIFT) MAY ALSO BE OPENINGS GREATER THAN 4-0" USED AS A STUD TO RIM JOIST CONNECTOR (EACH STUD) 'AD55' USP CONNECTOR WITH (2) 3/4" CARRIDGE BOLTS FASTEN TO ANCHOR BOLT F SINGLE SHOE. SEE MATERIAL NOTES WITH 5/8" DIAMETER THREADED ROD AND FOR 51ZES THREADED COUPLING. SEE FOUNDATION PLAN <• '' - FOR LOCATIONS. PROVIDE DOUBLE STUDS AND STRAPPING FROM ROOF TO FOUNDATION FLOOR JOIST. SEE PLANS FOR SIZES AS SHOWN, BOX BEAM/RIM JOIST Copyright 2020 STROMSKI architecture,p.c.All rights TOP OF SUBFLOOR TOP OF SUS 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 alteration of these documents is a violation of the New York lI I 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 NPAHD22 4760 D H ( other project,except by written permission of the Architect. � � I ( BS UPL FT) MAY ALSO BE BS UPLIFT) USED AS A CORNER HOLD PROJECT NO. 20-AR019 I DOWN SEE FOUNDATION II II II FLOOR DIAPHRAGM BRACING WITHIN I I I L_—————————————— ——__ ZINIMUM _ ___— SCALE As Noted DATE 6/I4/202I LAST TWO BAYS OF FRAMING AT 4'-0" GRADE PLAN FOR LOCATION I I -1r ---- ---------��----______—___��_ — ----____��__ —_-- INTERVALS � I I c-1 �1� �1J �I� DRAWN BY WP CHECKED BY RS d 'U5P' STRUCTURAL STRAP DOUBLE TREATED SILL PLATE OVER 5/8" ANCHOR BOLT WITH 3" SQUARE GRADE I MODEL# L5TAI8 (570 B5 UPLIFT) 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. d #4 CONTINUOUS REBAR SET (EACH STUD) (REFER TO TABLE 4" BELOW TOP OF WALL. #4 CONTINUOUS REBAR SET 3.3B ON SHEET W-1 FOR NAILING POURED CONCRETE FOUNDATION OR ° 4" BELOW TOP OF WALL. I SCHEDULE) Detail Wall MASONRY BLOCK FOUNDATION. SEE a I 'USP' STRUCTURAL FOUNDATION PLAN FOR SIZES. Section & e CONNECTOR MODEL# F LBS UPLIFT) EVERY 36" Elevation d 5/6" ANCHOR BOLT WITH 3" SQUARE BEARING PLATE d. ° WASHERS EVERY 36" SHEET d d ' de I TYPICAL WALL SECTION Scale: 3/4" = I'-0" 2 TYPICAL WALL ELEVATION Scale: 3/4" = I'-0" �1� - 1 FRAMING AND CONNECTOR DETAIL FRAMING AND CONNECTOR DETAIL TABLE 3.q - TABLE R301 .2.1 .2 TABLE 3.G I : 1 TABLE 3.1 NAILING SCHEDULE FASTEST MILE WOOD BORNE DEBRIS PROTECTION FAS-ENING UPLIFT STRAPCONNECTION WINDSPEED (130 MPH) RIDGE CONNECTION REQUIREMENTS 3-SECOND (MPH) v�-- i EXPOSURE EXPOSURE G (MPH) . � � /µ JOINT DESCRIPTION NUMBER of NUMBER of NAIL SPACING SCHEDULE FOR WOOD STRUCTURAL PANELS A,B,G,D REQUIREMENTS FOR WIND (DL ASSUMPTIONS: 10 PSF) � COMMON NAILS BOX NAILS °s" "G" I3orch;tcture, P.C. FASTNER SPACING NUMBER OF BD NAILS N EACH END ROOF PITCH ROOF SPAN FT REQUIRED CAPACITY OF RIDGE FRAMING SPACING (IN.) ROOF SPAN (FT.) 12 ( ) CONNECTIONS (PLF) 42,3,4 1 1/4 x 20 GAGE STRAP P.O.BOX I254 JAMESPORT,NY 11947 ROOF FRAMING 4 FOOT LESS PANEL 6 FOOT LESS PANEL PHONE 63r 779-2832 FAX PANEL SPAN LESS THAN ( ) (63I)779-2833 FASTENER TYPE SPAN LESS THAN OR SPAN LESS THAN OR 12 136 RAFTER TO TOP PLATE (TOE NAILED) SEE TABLE 3.4A SEE TABLE 3AA PER RAFTER OR EQUAL TO 4 FOOT EQUAL TO 6 FOOT EQUAL TO 8 FOOT 12 1 2 3:12 16 182 CEILING JOIST TO TOP PLATE (TOE-NAILED) SEE TABLE 3AA SEE TABLE 3.4A PER JOIST 16 1 2 20 227 WOOD SCREWS 20 2 2 24 272 CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) SEE TABLE 3AA SEE TABLE 3.qA EACH #8 LAP " 16" 10" 8" 12 24 2 3 28 315 W/ 2 EMBEDMENT CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) SEE TABLE 3AA SEE TABLE 3AA EACH LAP 28 2 3 32 363 COLLAR TIE TO RAFTER (FACE-NAILEED) SEE TABLE 3,6 SEE TABLE 3.6 PER TIE #10 WOOD SCREWS W/ 2" EMBEDMENT 16" 12" q" 36 2 3 32 2 3 36 40q BLOCKING TO RAFTER (TOE-NAILED) 2-8D 2-IOD EACH END 12 113 RIM BOARD TO RAFTER (END-NAILED) 2-16D 3-16D EACH END Y" LAG SCREW ANCHOR „ „ " 4:12 2O 150 W/ 2" EMBEDMENT 16 16 I6 I88 HALL FRAMING FOR 51: 1 inch= 25.4mm, I foot=304.8mm, I pound=4.448 N 12 2 2 28 263 1 mile per hour=0.447 m/s 16 2 3 32 301 TOP PLATE TO TOP PLATE (FACE NAILED) 2-I0 2-I6D PER FOOT A. THE TABLE IS BASED ON 180 mph ULTIMATE WIND SPEEDS, 140 mph, AND A 33 foot MEAN ROOF 20 2 3 36 33B TOP PLATE AT INTERSECTIONS (FACE NAILED) 4-I0 5-I6D JOINTS-EACH SIDE HEIGHT 16 24 2 3 12 88 STUD TO STUD (FACE NAILED) 2-I6D 2-I6D 24" O.C. 28 2 4 5:12 16 IIB B. FASTNERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. 32 2 4 20 147 HEADER TO HEADER (PAGE NAILED) I6D I6D I6" O.C. ALONG EDGES " FASTNERS SHALL BE LOCATED NOT LESS THEN I FROM EDGE OF THE PANEL. 36 3 4 24 177 TOP OR BOTTOM PLATE TO STUD (END-NAILED) (SEE TABLE 3.5A) (SEE TABLE 3.5A) PER STUD 28 206 BOTTOM PLATE TO FLOOR J0I5T BANDJOIST ENDJOIST OR BLOCKING (FACE-NAILED) 2-16D12 2-16DI2 PER FOOT C. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN EMBEDMENT LENGTH 32 236 ' OF NOT LESS THAN 2" INTO THE BUILDING FRAME. FASTNERS SHALL BE LOCATED N01' LESS THAN 2.5" 36 265 FROM THE EDGE OF CONCRETE BLOCK OR CONCRETE. 12 FLOOR FRAMING 16 2 � 16 12 51 08 Proposed Addition/Alteration D. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED U5ING 6:12 VIBRATION-RE515TANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT LE55 THAN 20 3 4 20 135 For: JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-SD 4-IOD PER JOIST 1,500 LBS. 24 24 3 5 24 162 BRIDGING TO JOIST )(TOE-NAILED 2-8D 2-IOD EACH END 28 3 5 28 188 32 3 6 32 215 Wiles BLOCKING TO JOIST (TOE-NAILED) 2-8D 2-101) EACH END 36 4 6 36 242 BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-I6D 4-16D EACH BLOCK 12 76 ' LEDGER STRIP TO BEAM (FACE-NAILED) 3-I6D 4-I6D EACH JOIST , 7:12-12:12 16 102 Residence JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8D 3-IOD PER JOIST PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4. 20 127 TABLE 3.qA 2TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF 24 153 BAND JOIST TO JOIST (END-NAILED) 3-I6D 4-I6D PER JOIST 28 178 gpsf (0.60A5 psf=q psf)). IF A CEILING ASSEMBLY IS NOT PRESENT OR IF THE 32 204 BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-10 3-I6D PER FOOT CEILING ASSEMBLY IS NOT CONNECTED TO THE ROOF ASSEMBLY THE 36 22q RAFTER/CEILING JOIST HEEL JOINT ROOF LIVE LOAD I TABULATED GROUND SNOW LOAD NUMBER OF NAILS SHALL BE INCREASED BY 1 NAIL AT EACH END 20 PSF 30 PSF OF THE STRAP 'TABULATED CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70 FOR SHEATHING CONNECTION REQUIREMENTS ROOF ('FT) 3 MINIMUM ASTM A653 GRADE 33 STEEL STRAP. FRAMING NOT LOCATED WITHIN 8 FEET OF BUILDING CORNERS. WOOD STRUCTURAL PANELS SD IOD (SEE TABLE 3.10) 12 1 24 36 12 1 24 1 36 4FOR JACK RAFTER UPLIFT CONNECTIONS, USE A ROOF SPAN EQUAL TO 2TABULATED CONNECTION REQUIREMNTS ARE BASED ON TOTAL UPLIFT MINUS THE ROOF DIAGONAL BOARD SHEATHING RAFTER SLOPE RAFTER SPACING (IN.) REWIRED NUMBER OF I6D COMMON OR 40D BOX NAILS PER HEEL TWICE THE JACK RAFTER LENGTH. THE JACK RAFTER LENGTH INCLUDES THE ASSEMBLY DEAD LOAD OF 6 PSF (O.b x 10 P5F = 6P5F) OVERHANG LENGTH AND THE JACK SPAN. I 1"x6" OR I"x8" 2-8 2-IOD PER SUPPORT JOINT CONNECTIONS-���-6 3 1"x10" OR WIDER 3-8D 3-IOD PER SUPPORT TABULATED CONNECTION REQUIREMENTS ARE BASED ON A 12 INCH RIDGE CONNECTION I 12 3 5 8 3 6 q EXPOSURE "B" - STANDARD RURAL AND SUBURBAN LOCATIONS SPACING, FOR DIFFERENT RIDGE CONNECTION SPACING, MULTIPLY THE TABULATED VALUES BY CEILING SHEATHING 312 19.2 4 8 12 5 10 14 EXPOSURE "G" - ANY LOCATION WITHIN I MILE OF COAST LINE THE APPROPRIATE MULTIPLIER BELOW: I 650 New Suffolk Road 24 5 10 15 6 12 IB RIDGE CONNECTION SPACING IN. 12 16 Iq.2 24 48 GYPSUM WALLBOARD 5D COOLERS 5D COOLERS 7" EDGE/ 10" FIELD 12 3 4 6 3 5 7 4 MULTIPLIER 1.00 1.33 1.60 2.00 4.00 Cutchogue, New York WALL SHEATHING 4:12 16 3 5 8 3 6 Cl FOR JACK RAFTER UPLIFT CONNECTIONS, USE A ROOF SPAN EQUAL TO TWICE THE JACK RAFTER S.C.T.M.#I000-I09-6-I4.I Iq.2 3 6 q 4 7 11 LENGTH. THE JACK RAFTER LENGTH INCLUDES THE OVERHANG LENGTH AND THE JACK SPAN. STRUCTURAL PANELS 8D IOD (SEE TABLE 3.11) 24 4 a 11 5 q 13 REVISIONS 3 3FIBERBOARD PANELS 5:12 16 3 4 5 3 5 7 1/2" II GA. GAL. ROOFING NAIL _ 3" EDGE/ 6" FIELD Iq.2 3 5 7 3 6 q O (0.120 xi-1/2 LONGx7/16 HEAD) 24 3 6 q 4 7 II " II GA. GAL. ROOFING NAIL _ 12 3 3 4 3 3 4 TABLE 3.4A O 25/32 (O.I20"A-3/4"LONGx3/8"HEAD) 3" EDGE/ 6" FIELD 7:12 16 3 3 5 3 4 5 GYPSUM WALLBOARD 5D COOLERS 5D COOLERS 7" EDGE/ 10" FIELD I01.2 3 4 5 3 4 6 RAFTER/CEILING JOIST TO TOP PLATE FASTEST MILE WIND O HARDBOARD 8D 8D 24 3 5 7 3 5 8 (SEE TABLE 3.11) SPEED (MPH) PARTICLEBOARD PANELS BD 8D (SEE MANUFACTURER) 9,12 I6 3 3 4 3 3 4 LATERAL AND SHEAR CONNECTION 0 SD 2-AD PER SUPPORT 24 3 4 5 3 4 6 REQUIREMENTS DIAGONAL BOARD SHEATHING Iq.2 3 3 4 3 4 5 120 130 14C I"X6" OR I"x6" 2- TI"x10" OR WIDER 3-8D 3-8D PER SUPPORT 12 3 3 3 3 3 3 O 12:12 16 3 3 3 3 3 3 NUMBER OF BD COMMON NAILS OR IOD BOX NAILS TGi:•NAILED) O Iq.2 3 3 3 I 3 3 4 RAFTER/CEILING JOIST WALL HEIGHT (FT.) FLOOR SHEATHING 24 3 3 4 3 3 5 REQUIRED IN EACH RAFTER AND/OR CEILING JOIST TO'OP 1 SPACING (IN.) PLATE CONNECTION42,3,4 O STRUCTURAL PANELS 'HEEL JOIST CONNECTIONS ARE NOT REQUIRED WHEN THE RIDGE IS SUPPORTED BY A LOAD REARING WALL, 2 2 3 O I" OR LESS 8D I0D 6" EDGE/ 12" FIELD H 8 HEADER OR RIDGE BEAM DESIGNED TO RESIST THE APPLIED LOADS. 12 5 2 2 3 WHEN INTERMEDIATE SUPPORT OF THE RAFTER 15 PROVIDED BY VERTICAL STRUTS OR PURLIN5 .-O i, LOAD 10 O GREATER THAN I" IOD I6D 6" EDGE/ 12" FIELD BEARING WALL, THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED PROPORTIONALLY TO REDUCE IN SPAN. O DIAGONAL BOARD SHEATHING I6 8 2 3 3 " " �� " 2-SD 2-IUD PER SUPPORT 3 EQUIVALENT CONNECTIONS ARE REQUIRED FOR CEILING J015T 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 CEILING O I"x10" OR WIDER 3-81D 3-I0D PER SUPPORT LY AS"�TBABULATED HEEL JOINT CONNECTION REQUIREMENTS A55UME CEILING JOISTS OR RAFTER TIES 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 IS LOCATED AT THE BOTTOM OF THE ATTIC SPACE. WHEN CEILING JOISTS OR RAFTER TIES ARE LOCATED NIGHER 10 3 4 5 O AND THE TABULATED HEEL JOINT CONNECTION NO ATTIC STORAGE IS ASSUMED, REDUCED. FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3 INCHES ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENT FOR STRUCTURAL IN THE ATTIC SPACE, � 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 ADJUSTMENT FACTOR 2 WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO I-IGD NAIL PER FOOT. 1/2 2,90 2 WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS, THE SUM OF THE TOENAILS IN THE RAFTER O I/3 1.50 AND CEILING JOIST SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED 1/5 1.33 25 O I/5 1.25 I/6 1.20 3TO AVOID SPLITTING, NO MORE THAN 2 TOENAILS SHALL BE INSTALLED IN EACH SIDE OF RAFTER OR O 1/10 1.11 CEILING J015T WHEN FASTENED TO A 2x4 TOP PLATE OR 3 TOENAILS IN EACH SIDE WHEN FASTENED TO A 2x6 TOP PLATE O I 4 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 15, 1.15 1.25 GIRDER SEE PLANS FOR TwoOF 20' 1.40 1.50 SIZES +t TYPE BAYS FRAMING MODEL# PB544 (REF# AC4) ENDWALL (UPLIFT 1815 LBS), MODEL# yN' PB566 (REF# AU) (UPLIFT 1815 I' 'I LBS) SEE PLAN FOR SIZES. . 4X4 ACQ POST, 6XG ACQ, POST. SEE PLAN FOR 1 1/2 SPACING A A Copyright 2020 STROMSKI architecture,p.c.All rights r ALLOWS HOLDDOWN reserved.The Architect reserves the right to reproduce this i SIXES t TYPE. INSTALLATION design in its entirety or any portion thereof.Unauthorized ENDWALL alteration of these documents is a violation of the New York BLOCKING State Education Law.These drawings and specifications are MODEL# PA44 REF# an instrument of service and are the property of the Architect. AB44), MODEL# PA66E These drawings and specifications are not to be used on any (REF# A66E) SEE PLAN CORNER STUD CONNECTED other project,except by written permission of the Architect. FOR SIZES. TO TRANSFER SHEAR 'AD55' USP CONNECTOR WITH PROJECT NO. 20-AR0I9 I I GRADE 5/8" DIAMETER ANCHOR BOLT SCALE As Noted DATE 6/I4/202I a I AND (2) 3/4 C.ARRIDGE LAST TWO °I( . BOLTS. SEE FOUNDATION ® BAYS OF NJI PLAN FOR LOCATIONS 2-I6D COMMON NAILS AT FRAMING DR AWN BY WP CHECKED BY RS 6" O.G. a °a 5/8" DIA. ANCHOR BOLT TITLE WITH 10" MINIMUM EMBEDDED LENGTH INTO CONCRETE JOISTS Tables, d ° Schedules and Diagrams d°G BLOCKING AT 4'-0" ° INTERVALS SECTION A-A 4 SHEET I TYPICAL POST SECTION Scale: 3/411 = I'-011 2 CORNER MOLD-DOWN Scale: 3/4" = 1'-0" 3 TYPICAL FLOOR AND ROOF BRACING Scale: 1/2" = I'-O" W - 2 FRAMING AND CONNECTOR DETAIL SEE FOUNDATION PLAN FOR LOCATION AT END WALLS