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Home My WebLink About47519-Z gyEFOI ¢0�0I, CO" . . Town of Southold 9/24/2023 ':F y� P.O.Box 1179 a 0 53095 Main Rd Woy Q� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44577 Date: 9/24/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 90 Sterling Rd., Cutchogue SCTM#: 473889 Sec/Block/Lot: 104.4-4.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/29/2021 pursuant to which Building Permit No. 47519 dated 3/3/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including garage with living space above,to existing single-family dwelling as applied for. The certificate is issued to Feuerstein,Todd&Talia of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 47519 7/5/2023 i PLUMBERS CERTIFICATION DATED 7/22/2023 �\enja in ayen 17 A o 'zed kAature c �o�SUFFn oTOWN OF SOUTHOLD BUILDING DEPARTMENT y 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#: 47519 Date: 3/3/2022 Permission is hereby granted to: Feuerstein, Todd 90 Sterling Rd Cutchogue, NY 11935 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 90 Sterling Rd., Cutchogue SCTM #473889 Sec/Block/Lot# 104.4-4.1 Pursuant to application dated 11/9/2021 and approved by the Building Inspector. To expire on 9/2/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $987.20 CO-ADDITION TO DWELLING $50.00 Total: $1,037.20 Buil i g nspector OF 50!/ryQl � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �o sean.devlin(atown.southold.ny.us Southold,NY 11971-0959 Q�yCDUNT`1,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Todd Feuerstein Address: 90 Sterling Rd city:Cutchogue st: NY zip: 11935 Building Permit#: 47519 Section: 104 Block: 4 Lot: 4.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: C&C East End Electric License No: 61072ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition X Survey Attic Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 20 Ceiling Fixtures Bath Exhaust Fan 2 Service 3 ph Hot Water GFCI Recpt 7 Wall Fixtures 4 Smoke Detectors Main Panel 150x2 A/C Condenser 1 Single Recpt 1 Recessed Fixtures 43 CO2 Detectors Sub Panel 100A A/C Blower 1 Range Recpt Ceiling Fan Combo Smoke/CO 3 Transfer Switch 200A UC Lights Dryer Recpt 30A Emergency Strobe Heat Detectors 1 Disconnect Switches 20 4'LED 6 Exit Fixtures Sump Pump Other Equipment: Car Charger Outlet, W/D, 150A Panel 30 Circuitx2 Notes: Two Story Garage Addition Inspector Signature: Date: July 5, 2023 S.Devlin-Cert Electrical Compliance Form r4f SO(/r��l . Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q Southold,NY 11971-0959 BUILDING DEPARTMENT _ TOWN OF SOUTHOLD `J 1 SEP 1 2 2023 CERTIFICATION B�,DIi�T€i DEPT. 70117- . IT IS,r)V L'.r,I Date: 2-`)�2 Building Permit No. 7 Owner: FQ,— e1$6 (Please print) Plumber:=[ Pmt (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day 0 Diane Jensen Lj Notary Public State of New York No.01 JE6145616 Qualified in Suffolk County Commission Expires May 8,�� Notary Public, County so h 'o f TOWN OF SOUTHOLD BUILDING PPT. �yco 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ 4 ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: d 7ff IAr1,aeolL04 DATE 2� INSPECTOR �o�aOE SOUTy�� ' # TOWN OF SOUTHOLD BUILDING DEPT. N 4e `ycou631.765-1802 INSPECPON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION/CAULKING ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIO [ ] PRE C/O [ ] RENTAL REMARKS: k m oc ll O DATE 171 L� INSPECTOR *pF 50(/1,�0� t�'rJaJ # TOWN OF SOUTHOLD BUILDING DEPT. 631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [�SULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION` ,�, II -- [ ,,] PRE C/O [ ] RENTAL REMARKS: l 0�)f&'I an °C..P�4q,cZk 42-anlk �? l -4v Cvtc DATE 10-- 3 a'y INSPECTOR ' OE SOUTyO� 9 -7�13 S�u b * # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] .ROUGH PLBG. [ ] FOUNDATION 2ND [ . ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ .:] -FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)111 [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: I'- t—�� /�� -�ff _ f Ael? n n InA 0,f aA ,21-1 e- Ila c T 0 l ad 0-u/m a 1, /A circ! DATE INSPECTOR i OE SOUtyo C2 f TOWN OF SOU THOLD BUILDING DEPT. y , 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] .INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) eol [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: l DATE - INSPECTOR f OF SOUTy�� - # # TOWN OF SOUTHOLD BUILDING DEPT. cou631.765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROU H PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE /0 [ ] RENTAL =Kt t/l wL � On 612 0(A m W�n w DATE INSPECTOR Isaac-Raep 1 944 10 -SO Sterling St. Cutchogue SCTM#: 1000-104-41 'To: Southold Town Building Department 54375 Main Rd Box 1179 uthold,NY 11971 Attn: Mrr. Michael Verity I ty&Mr.John Jarski From: Isaac-Rae Architects Isaac Clay Coffey R:'A Date: January 24,2023 SEP 1 2 2023 Re: Foundation Inspection 90 Sterling St.,Cutchogue,NY 11935 1'UjL DING DEPT. SCTM#: 1000-104-41 '.t OWK Mr.Verity&Mr.Jarski i inspected the footing and foundation at 90 Sterling st. at the request of the homeowner,Todd Feuerstein The Initial inspection of the rebar and footing framing was April 27th 2022. Upon inspection I found that the rebar spacing and size met the architectural plans and B.C.2020 of New York State. Additionally I inspected the completed concrete foundation upon steel installation on June 8th 2020. During that inspection 1 found that concrete foundation and steel framing conformed to the architectural drawings/specifications, and the foundation met B.C.2020 of New York State. Please feel free to contact me with anV questions.347-276-6093 Isaac Clay Coffey R.A. NYS LIC#039767 3976 y0� FOF NES --------------------------------------------------------------------------------------------------------------------- ISAAC-RAE ARCHITECTURE STUDIO NEW YORK&THE NORTH FORK 1 sly . Rocket Insulation,LLC(367) 40 Haynes Court Job Number: 5913163 RONKONKOMA,NY 11779 Insulation Certificate Insulation is installed In the structure described below as follows: Work Area Item Installed Bags 1 Sq Feet 8.4'x 200'SC15100C 1.5MIL Poly BASF Spraytite Comfort Closed-Cell 2"R-13.20 Garage Flat Ceiling BASF Spraytite Comfort Closed-Cell 3"R-19.80 BASF Spraytite Comfort Closed-Cell 4"R-27.20 Foam Seal Door And Windows BASF Spraytite Comfort Closed-Cell 4"R-27.20 CF812 Foam Sealant Fire Caulking Intumescent 814,ROckwoof FS-ONE Max Firestop Sealant(20 oz.Foil) Garage Flat Ceiling R-1515"x 47"UltraBatt R-15 15"x 47"UltraBatt R-23 15"x 47"UltraBatt R-23 15"x 47--UltraBatt SES Nexseal Closed-Cell Spray Foam Set (1000 lbs.) 'Fiberglass blow has no settling factor for R-values Job Naine: 90 Sterling Road Cutchogue,NY 11935 Jab Address: 90 Sterling Road CUTCHOGUE,NY 11935 Date Completed: Insulation By: I OCT 03 9119? ILD' j r) Rocket Insulation,LLC(367) Job Number: 5913163 40 Haynes Court RONKONKOMA,NY 11779 Insulation Certificate Insulation is installed in the structure described below as follows: Work Area Item Installed Bags / Sq Feet 8.4'x 200'SC15100C 1.5MIL Poly BASF Spraytite Comfort Closed-Cell 2" R-13.20 Garage Flat Ceiling BASF Spraytite Comfort Closed-Cell 3"R-19.80 BASF Spraytite Comfort Closed-Cell 4"R-27.20 BASF Spraytite Comfort Closed-Cell 4"R-27.20 Foam Seal Door And Windows CF812 Foam Sealant Fire Caulking Intumescent 814, Rockwool FS-ONE Max Firestop Sealant(20 oz. Foil) Garage Flat Ceiling R-15 15"x 47"UltraBatt R-15 15"x 47" UltraBatt R-23 15"x 47"UltraBatt "R-23 15"x 47"UltraBatt SES Nexseal Closed-Cell Spray Foam Set (1000 lbs.) 'Fiberglass blow has no settling factor for R-values Job Name: 90 Sterling Road Cutchogue,NY 11935 Job Address: 90 Sterling Road CUTCHOGUE,NY 11935 Date Completed: Insulation By: I lariGROUP AUG 2 8 ? NEW YORKBUILDING 223 TECHNOLOGY �p(]�g 7�'q��f nn f`1 gip BLT LD NG DEPT. Affidavit Of 2020 NYECCC Compliance Date: 8/22/2023 Inspection Address: 90 Sterling Road Cutchogue, NY 11935 Addition Only This is to Certify that on 8/18/2023 the above address has been tested in accordance with the provisions of the 2020 ECCC of New York State Building Standards and Codes: 402.4.1.2 Building Envelope Tightness: (Blower Door) Building infiltration rate has been tested in accordance with RESNET/ICC 380 and meets the minimum standard of: 3ACH50 Conditioned Floor Area: 1 1170 1 Blower Door Test Result: 484.7 Conditioned Volume: 1 12593 1 Leakage in ACH50: 2.31 402.4.1.2 2020 ECCC Compliance: PASS 403.2.2 Duct Sealing: (Duct Blaster Test)The Building duct and plenum system has been tested by post construction test in accordance with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE 152, and meets the minimum requirement of:<4 cfm25pa per 100 Ft2 of conditioned floor area. System 1: Mech. Leakage CFM@25: 19 Supply R-value: 6,8 Return R-value 6 System 2: Leakage CFM@25: Supply R-value: Return R-value System 3: Leakage CFM@25: Supply R-value: Return R-value Total Combined Leakage: 19 CFM@25 Leakage Limit: 1 46.81 ICFM@25 403.3.3 2 2020 ECCC Compliance: PASS Mechanical Ventilation: As Tested: 1 54 Required: 1 19 IM1507 Compliance I Pass Combustion Safety Testing: I Not Applicable Insulation.and Thermal Bypass: Not Inspected HERS CIA Provider: Signature of Certified RESNET HERS Rater: Performance Systems Development 124 Brindley Street,Ithaca NY 14850 Provider ID#:1998-072 m' accare la Certification #3587347 607-277-6240 Notice of independent Status.Asper the requirements the 2020 Building Code of NYS, New York Building Technology Group Inc.and/or it's Inspectors(Raters)are not and shall not be owned,controlled by,or have shared financial interest with the owner of the project,the General Contractor,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that as independent third party Inspectors(Raters),New York Building Technology Group Inc.and its employees shall avoid conflicts of interest with regard to its professional activities. 159 Route 25A, Bldg 1 Suite B, Miller Place, NY 11764 Telephone: 631495 0289 Fax:631509 4538 Email: NYBTGTB@gmail.com Envelope Leakage Test Testing Company: Technician: Name: New York Building Technology Group Name: James Falvey Address: 159 Rt 25a Credentials: RFIN 6144MX West Bldg Suite B Email: Miller Place, NY 11764 Phone: 6314950289 www.nybtg.com Building Information: Customer Information: Project ID: 90 Sterling Name: Address: 90 Sterling Road Address: Cutchogue, New York 11935 Geo-Tag Data: Latitude:41.014834 Longitude:-72.458968 Timestamp: 2023-08-1814:31:05 Measured Leakage: 2.31 ACH50 Leakage Target: 3.00 ACH50 Compliance with Leakage Target: Pass Test ID: multipoint Purpose of Test: IECC 12/15 Env. Leakage Measured CFM50: 484.7 (+/-2.7%) Effective Leakage Area: 25.2 int Building Volume: 12,593.0 ft3 Enclosure Surface Area: 0.0 ft2 Coefficient (C): 35.0 (+/-20.1%) Exponent (n): 0.672 (+/-0.055) Correlation Coefficient: 0.99660 Test Standard: ASTM E779 (single mode) Test Mode: Depressurize Test Characteristics: Pre Indoor Temp:74 OF Post Indoor Temp: 74 OF Pre Outdoor Temp: 78 OF Post Outdoor Temp: 78 OF Altitude: 0.0 ft Time Average Period: 10 seconds Test Date and Time: 2023-08-1814:33:06 700 -- ----- 00 500 } Depressurize 5 400 i 300 co —J 200 - m c' 'a m 1gp 80 .-._.._...____. 4 5 6 7 8 910 20 30 40 50 60 70 Building Pressure(Pa) Envelope Leakage Test Test Readings: Target (Pa), Bldg(Pa), Adj Bldg_(Pa). Fan (Pa), Flow (cfm). Config Baseline -0.1 -60.0 -58.2 -58.4 -79.0 528.6 Ring B -54.0 -54.4 -54.7 -72.7 507.3 Ring B -48.0 -47.8 -48.1 -63.5 474.3 Ring B -42.0 -43.9 -44.1 -55.0 442.0 Ring B -36.0 -36.1 -36.4 -43.9 395.1 Ring B -30.0 -31.3 -31.5 -32.9 342.4 Ring B -24.0 -24.8 -25.0 -161.5 290.4 Ring C -18.0 -18.3 -18.5 -122.7 252.2 Ring C Baseline 0.5 Test Equipment: Flow Device: Model 3 110V Fan Pressure Gauge: DG1000 Serial #: 6102 Calibration Date: 2020-07-27 Deviations from Standard: • None Comments: None Report by TEC Auto Test 1.9.4(1), ©2023 The Energy Conservatory, Inc. Page 2 of 2 1 *i 3� 7 ,`„ ar 07 or Oi . , � �, _ .� •+ err � : .F. � 4 :�t'� "' `� 1 6 y�.x . r 'r - r•♦��•.f.; yam.. �;�, 1, -�•� _ 1now s• ti .� '.fie.�'' r `�•� r� 'y j �w r/' f � t � _,� i . • T r r � f.r � •�. • � "t ti y` i FOUNDATION FOUNDATION �' • ROUGH FRAMINGA BING INSULATI • . • STA TE ENER�PY • ! e v. _ 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 htt s//www.southoldtownn ov P ) ) P Y Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only �C PERMIT No. 4NI Building Inspector: OCT 2 .9 2021 hieilled out in thea entirety IncompletBUILDING e pp a Wtl�l,�n TOWN OF SOUEPT. TNO ications wiI!not be ecce ted, Where the A I�cant�s not thea Owne'r',s Authoriiatipn fbrrp'(Page Zj.sha(!be�omp)eted � ,� , LD Date:October: 1 2021 owluER(s}or=IROPERrir� fi F ; Name:Todd Feuerstein SCTM#1000- 10 14 —yOat Project Address:90 Sterling Road Cutchogue NY 11935 w...._..._,_.__...,_, „__._..... Phone#:646-275-2447 Email:margot@isaac-rae.com Mailing Address:90 Sterling :Road Cutchogue NY 11935 µ Y Name:Margot Coffey. ._........_... .._,._.,:_ Mailing Address:430 Main Street 2nd FL Greenport zNY. 11944 Phone#:646-275-2447 Email:margot@isaac-rae.com IQ�sI�N PROFEssionlA�.IlvFoi�nna�rol�I. �r � f � � , <�-� i � .. Name: Isaac-Rae Studio / Clay, .Coffey,_,Margot.Coffe Mailing Address:430 Main Street 2nd FL Greenport NY 11944 Phone#:347-276-6093 Email:Clay,@isaac-rae.com CONTRACTOR lIUEQRIIJIATI0111 l 1 `, , � >; °r 2 Name:no contractor onboarded at this time Mailing Address: Phone#: Email: DESCRIRTIOIV OF PROPOSEQ CONSTRUCT!'4N tt 4 a IgNew Structure ❑Addition ❑Alteration ❑Repair []Demolition Estimated Cost of Project: DOther proposed detached garage structure $200,000 — Will the lot be re-graded? E]Yes ®No Will excess fill be removed from premises? ❑Yes BNo 1 ................. Existing use of property Intended use of propert re y den fl-W Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 ........ this property? ElYes iiNo IF YES, PROVIDE A COPY. j, 1 _0gid dh", e,' Chapter -00q� CA_0,to iii ii Re uoq,tqthq;eoll#hglofio��.' ,'for 236 T P,P%! wipgppp, !Pon t 0 , t additions,akexations or4 Southold, 1,41,0, ,rpyk�_p h _d iloto 040iff ed41164001100,44 ddstr _,PP J"S;ordinances,butfding aide,_kF>' haus�n code end regblattons end o admit a�ithorixed inspectors un I .1 0A d4filbdnaln o: 0 rk Peh 4 J, Application Submitted By(print name):Clay Colley @Authorized Agent Downer. Signature of Applicant: Date: b 2 ?00 STATE OF NEW YORK) SS: COUNTY OF cp_jSfaK _C I rAi 0 6W-vv being duly sworn, deposes and says that(s)he is the applicant (Name of iAdividual signinh contract)above named, (S)he is the _9"` V (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 A9 day of C+6 20 00 ary Public 0 TRACEY L. DWYER PROPERTY OWNER AUTHORIZATIOW"'Y PUBLIC,STATE OF NEW YORK N0.01DW6306900 (Where the applicant is not the owner) QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2j1Rd_ Todd Feuerstein residing at q6 .5`rEF_L//Vg ST CUTC" U IVY 3� -do hereby authorize Isaac-Rae Studio/Clay Coffey, Margot Coffey to apply on my behalf to the Town of Southold Building Department for approval as described herein. Z_-7-1- October 1 2021 Owner's Signature Date Todd Feuerstein Print Owner's Name 2 Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, Todd Feuerstein residing at 90 Sterling Rd.Cutchogue,NY 11935 (Print property owner's name) (Mailing Address) do hereby authorize Isaac Clay Coffey (Agent) to apply on my behalf to the Southold Building Department. 10/10/2021 (Owner's Signature) (Date) Todd Feuerstein (Print Owner's Name) ® 1"111 BUILDING DEPARTMENT- Electrical Inspector ©c%y� TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 IV> Ay Southold, New York 11971-0959 y Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(cDsoutholdtownny.gov - sea nd(vD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: OS- Company Name: �(� )k� Q � � �c �1; Electrician's Name: e G ��Ilca License No.: Elec. email: CC.earjke e�eck�� Cm6 1 �'°� Elec. Phone No: j ff request an email copy of Certificate of Complia ce Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: e-0 e- k-e-o Address: S e-6 � ` MC c � Cross Street: S K P-R Phone No.: - - L+q 75 Bldg.Permit#: Lkf:�51 CA email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTI N OF WORK, INCLUDE SQUARE FOOTAGE (Pleaserent CI rly): 6- S �o 0 Square Footage: 660 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 SizeCPh❑3 Ph Size: !-3CQ A # Meters Old Meter# New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground Ej&erhead # Underground Laterals 1 R2 H Frame Pole Work done on Service? Y F1N Additional Information: PAYMENT DUE WITH APPLICATION �%ofd�� BUILDING DEPARTMENT- Electrical Inspector �r��0 Cli TOWN OF SOUTHOLD z Town Hall Annex - 54375 Main Road - PO Box 1179 oSouthold, New York 11971-0959 41, ` �`�` Telephone (631) 765-1802 - FAX (631) 765-9502 <�r rogerrna southoldtownny.gov - seand(cDsoutholdtownny._ ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: O5 )d Z Company Name: C -\� C— Electrician's Name: 6t r License No.: — 0-3� 2_ Elec. email: Elec. Phone No: j011 request an email copy of Certificate of Compliatyce Elec. Address.: e,t�- JOB SITE INFORMATION (All Information Required) Name: 0 e:� Address: Cross Street: �S K ) Phone No.: - �� Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTI N OF WORK, INCLUDE SQUARE FOOTAGE (Please not Cl rly): jd 0 Square Footage: %60 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�l Ph❑3 Ph Size: q�00 A # Meters Old Meter# ['New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground El&erhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y RN Additional Information: PAYMENT DUE WITH APPLICATION r PERMIT I# Address: Switches � J Outlets GFI's l Surface Sconces H H's 1 UC Lts 22� Fans Fridge HW Exhaust Oven W/D/G Smokes DW Mini I Carbon Micro Generator Combo Cooktop Transfer ACAH Hood Service I Amps Have Used Special: L7 ( 1,50 �2 o Comments. AAA f ek( ra 4 0 a=LI2f ISAAC-RAE STUDIO 430 Main Street Second Floor Greenport NY 11944 October 14, 2021 Southold Town Building Department RE: Sterling Road Building Permit Submission Good Afternoon: Please find the following accessory building permit submission for a project located at 90 Sterling Road, Cutchogue. Please feel free to contact us with any questions. Thank you, Clay and Margot ISAAC-RAE 347 76-609/3 urs--f-e in a� ISAAC-RAE STUDIO 11575 Main Bayview Road \ Southold, NY 11971 v September 9, 2021 Southold Town Building Department SCTM#: 1000-104-41 90 Sterling Street Cutchogue NY 11935 Co: Amanda Nunemaker n n„ JAN ?. 4E) nuD Hello Amanda TOWNjopSOU EP HOLD Please find enclosed our updated drawings for the addition at 90 Sterling street. These match the last digital set you reviewed We thank you for your time and consideration. Please feel free to contact me if you have any questions or need any additional information. Thanks Again, Clay& Margot Coffey ISAAC-RAE clay�Disaac-rae.com Phone: 347-276-6093 Alm' ddition NOTES 90 Sterlin m DRAWING ISSUE 90 STERLING RD , C UTC H OG U E NY 11935 PROPOSED SCOPE WORK 7 > > PROPOSED ADDITION TO EXISTING STING HOUSE TO CONSIST OF THE FOLLOWING ROOMS: MUDROOM, POOL BATH, SHEET# SHEET NAME ISSUE DATE N0. DATE ISSUED FOR SCTM#. 1000- 104-41 2 CAR GARAGE, BATHROOM AND OPEN OFFICE SPACE. PROPOSED GROUND FLOOR CONSTRUCTION 996 SQ PROPOSED VENT STACK 1 05/03/2019 SOUTHOLD DOB REVIEW FT. PROPOSED SECOND FLOOR CONSTRUCTION 806 SQ FT. T-001.00 TITLE SHEET2 09/25/2019 SOUTHOLD DOB REVIEW 2 FIRST FLOOR POOL BATHROOM SECOND FLOOR BATHROOM 10/04/2021 3 10/15/2019 SOUTHOLD DOB FINAL SUBMISSION � T - - - - - T-002.00 GENERAL NOTES � r � T -1 10/04/2021 4 01/07/2022 SOUTHOLD BUILDING PERMIT FEMA NOTE I I I ; I I A-100.00 SITE PLAN10/04/2021 5 THE PROPERTY IS NOT IN THE SPECIAL FLOOD HAZARD AREA. NO CHANGES ARE BEING MADE TO THE a" z" 1 1/2" 2" 2" 2" 1 1/2" T-003.00 GENERAL STRUCTURAL NOTES 10/04/2021 6 ZONING INFORMATION FLOOD ELEVATIONS. I I I I I I I COUNTY SUFFOLK ENERGY CODE STATEMENT OF COMPLIANCE I ! I i I I A-101 .00 PROPOSED GARAGE PLANS 10/04/2021 TO THE BEST OF MY KNOWLEDGE, BELIEVE N SSIONAL JUDGMENT THE PROPOSED BUILDING IS IN I We I LAV ! we I LAV A-103.00 RCP AND ELECTRICAL PLANS 05/03/2019 LOT 90 I SHOWER SHOWER I� COMPLIANCE WITH THE.2020:NYSTRETCH' Ot8 fECO•R SCHECK IS ALSO PROVIDED IN THIS SUBMISSION I I I I I �' A-200.00 EXTERIOR ELEVATIONS 10/04/2021 �-`' PLUMBER CERTIFICATION TAX MAP NUMBER 1000-104-4.1 ! !1 1/2" 11 1/2" I 5-100.00 STRUCTURAL PLANS 10/04/2021 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION 4,. 2 2 2" 4" S-200.00 STRUCTURAL SECTIONS 10/04/2021 ON LEAD CONTENT BEFORE NUMBER OF FLOORS 2 CERTIFICATE OF OCCUPANCY 1.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 NYS RESIDENTAIL CODE AND 2020 S-300.00 STRUCTURAL DETAILS 10/04/2021 SOLDER USED/N WATER LOT AREA 4,5657 SQ.FT NYS ENERGY CODE REQUIREMENTS,AND THE BEST TRADE PRACTICES, �, PROPOSED CLEAN OUT 2.CONTRACTOR SHALL BE HELD TO HAVE VISITED AND EXAMINED THE PROJECT SITE BEFORE I ). S-400.00 STRUCTURAL DETAILS 10/04/2021 SUPPLYSYSTEM CA111NOT ALLOWABLE BUILDING COVERGE 228,285 SQ.FT SUBMITTING HIS PROPOSAL SO AS TO FULLY UNDERSTAND ALL EXISTING CONDITIONS RELATING TO THIS I PROPOSED SANITARY WASTE LINE TO SUFFOLK COUNTY EXCEED 2110 OF 1% LEAD. WORK.THE NATURE AND SCOPE THEREOF AND THE FEATURES AND DIFFICULTIES THAT WILL AFFECT ITS APPROVED SEPTIC SYSTEM. W EXISTING BUILDING COVERAGE 2918 SQ. FT OR 6% EXECUTION. NO ALLOWANCE SHALL BE MADE FOR ANY EXTRA AND/OR MATERIALS REQUIRED OR FOR DIFFICULTIES WHICH WOULD HAVE BEEN FORESEEN HAD THE REQUIRED INSPECTIONS BEEN MADE.THE 0 PROPOSED BUILDING COVERAGE 3960 SQ.FT OR 8.6% CONTRACTOR SHALL TAKE ALL NECESSARY MEASUREMENTS FOR HIS WORK AT THE SITE.VERIFY ALL I CONDITIONS AND REPORT ANY DISCREPANCY IN DIMENSIONS OR EXISTING CONDITIONS TO THE APS VED AS NOTED 'PLUMBING U_ PROPOSED ACCESSORY STRUCTURE... 1042 SQ.FT OR 2.2% ARCHITECT. PLUMBING NOTES _ / PLL PLUMBING WASTE 0 3.THE CONTRACTOR SHALL NOT COMMENCE WORK UNTIL A KICK OFF MEETING HAS BEEN HELD AT THE I"A.TE: B.P.# `WATER LINES NEED PROJECT SITE WITH THE OWNER AND ARCHITECT. THE r o ZONING R-40 � TIt°J.a.6EFC7RE C0�'.�R1NG PURPOSE OF THIS MEETING IS TO REVIEW THE PLANNED WORK AND TO ENSURE THAT THE WORK IS i EY: N NOTE:AS PER THE PLUMBING CODE,ALL SHOW ERHEADS,PRIVATE LAVATORY ZONING MAP SUFFOLK COUNTY DONE IN ACCORDANCE WITH THE APPROVED PLANS. FAUCENTS AND WATER-CLOSETS SHALL MEET THE SPECIFICATIONS -iF BUILDING D,..PARTMENT AT a 4. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF REQUIRED FOR THE WATER SENSE PROGRAM LABEL AND SHALL BEAR SUCH "802 8 AM TO 4 PM FOR THE < INSURANCE WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS,AND PAY ALL FEES LABEL,OR SHALL BE APPROVED IN ACCORDANCE WITH THIS CODE. w LANDMARK DESIGNATION NONE REQUIRED BY GOVERNING NEW YORK CITY AGENCIES. NO PLUMBING WORK SHALL TAKE PLACE BEYOND THE SCOPE OF WORK D'PJING INSPECTIONS: 5.THE CONTRACTOR SHALL NOT DEVIATE FROM THE APPROVED CONSTRUCTION DOCUMENTS.THE OUTLINED IN THE PLANS _;UNDATION - TNJO REQUIRED TOWN TRUSTEES JURISDICTION NO )_% POURED GONCP,ETE CONTRACTOR IS ADVISED THAT HIS WORK WILL BE STOPPED IF AT ANY POINT IT HAS BEEN DETERMINED MAXIMUM FLOW RATE ORGUANTITIY THAT THE WORK HAS ALTERED WITHOUT PRIOR WRITTEN APPROVAL FROM THE ARCHITECT. LAVATORY,PRIVATE-1.5G'M AT 60 PSI ;UGH - FRAMING & PLUMBING THIS APPLICATION IS APPROVED ONLY FOR WORK BUILDING HEIGHT 26 FT HAND-HELD SHOWER HEAC-2.0 GPM AT 80 PSI ;7ULATION INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL � 6.THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT, OBTAIN PERMITS AND ERECT TEMPORARY SINK FAUCET-2.2GPM AT(0 PSI x CONSTRUCTION AS NECESSARY TO SAFEGUARD PERSONS AND PROPERTY.ALL MACHINERY, TOOLS, WATER CLOSET 1.28 GALLONS PER FLUSHING CYCLE OR �N'AL - CONSTRUCTION MUST OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR `tu CONSTRUCTION CLASSIFICATION VB CONBUSTIBLE SERVICE LINES AND CONDUITS SHALL BE GUARDED, SHIELDED OR BARRICADED TO PROVIDE SAFETY EQUIVALENT DUAL FLUSH _� TO BE CONSIDERED AS EITHER BEING APPROVED OR IN F COMPLETE FOR C.O. AND TO PREVENT CONTACT WITH PUBLIC. ACCORDANCE WITH APPLICABLE CODES. OCCUPANCY USE GROUP R :`uL CONSTRUCTION SHALL MEET THE D 7.THE CONTRACTOR SHALL MAINTAIN STRUCTURAL INTEGRITY OF ADJOINING WALLS, GROUNDS AND REQUIREMENTS OF THE CODES OF NEW o= PROPERTY AND PROTECT THE SAME FROM INJURY SANITARY RISER DIAGRAM LL DETERMINE LOCATION, PROTECT AND SAFEGUARD ALL UTILITIES ON AND - 8 CONTRACTOR SH 3 ... _ - Dar i< NOT RESPONSIBLE 2 Y Ci STATE ,. �it,N OR CONSTRUCTION ERRORS. ADJACENT TO SITE. ..........:. ST ALL EXISTING MATERIAL OR EQUIPMENT DAMAGED a c �: t > 9.THE CONTRACTOR SHALL REPAIR AT HIS OWN CO Consultants: $to��er � •,_. ,.i AS A RESULT OF CONSTRUCTION FOR THIS WORK. �� duet �r� o > `. ' 10. CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE JOB SITE CLEAR OF TRASH AND DEBRIS AT �. FOR THE REMOVAL OF ALL CONSTRUCTION DEBRIS FROM THE SITE PRIOR TO FINAL �S1 - ` ;\ _ COMPLETION. .. , CODES ,� r Generated by REScheclk Web Software NEW YORK STATE& TOWN. CODE. ;' x 11. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER CONSTRUCTION M m . OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS , ■ �-_�' ■ 1 ®ASD CO'�DITI4��rc r ...".':,,......, •_ 3 - Con Hance Ce � ��a e 1t..aa �C.., kJ 12.THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH REQUIREMENTS OF LOCAL �, h . /.... N,<: ,:,,.,. .. �..? '. �... AUTHORITIES. _ :.,_ ,;. : ; �1 nd 8 v pf- 13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND c � a r r': ;-= �,�'` IAL WITHIN THE PROPOSEDC CONSTRUCTION AREA.THE CONTRACTOR SHALL DESIGN AND r`�'-r�.�." _ ;�_ ` . a � MATO a ;-,.: .,, :..w.i, . " Z "M% o INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR REMOVAL TASKS.THE c=J CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR Project 90 Sterling �. --�---- ! o Pat ,, L c f:s w � a�,>,�-��Lat��h::-: ...``, `, .° w� �, :,, \\, �"',�°°..� '`�,>•� _ i DURING THE EXECUTION OF THE WORK. - w a .\: e iL .:.....,._...� ._..rte ,a ,i j `i, ,.- RK,AND SHALL PROVIDE ALL DIMENSIONS REQUIRED Energy Code: 2C}i " EFCC d o - York,, Q ,,,..,. . .. : . mstaIde FOR OTHER TRADES (SPRINKLER, MECHANICAL, PLUMBING, ELECTRICAL, ETC.). Location: 5aui:hntd New r .AII exterior lighting a ,`' ;g '' ri i .� ;.= .� -, 15. SPRINKLER, MECHANICAL, PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS d replaced or w TRADE WHO SHALL ARRANGE FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN ; . ...... .. � _ S W Construction Type: Sin ie-family ]rC � ;. ED IN THEIR conform g.:.._;:.�:.;:,,:.gin ;: Project Type. .... �� S ti' e d Ch all .:f m.-.................................... \_..........._........m..:.. ,.:, ':,ie 4...\\\ ' OFFS. ,.:„ ., .. to OR i�, a 16.THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF Climate Zone: Q 1.`s 17z HDD) t0 Ch.- Climate 172 o .' . - Permit Date: 2021-1"'-26T04:00:00.00OZ } z :.>';. i `' A THE WORK INDICATED ON THE DRAWINGS,AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE IS UNLAWFULof the Todvn Code W ` THE JOB. Permit Number: ` .• :'m�..'` ....., - -«..i...$`^.!, i� `''mom.`Y `Z..,,,.w' • 17.ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY LJ a t CAPPED OR PLUGGED. Construction Site: Owner/Agent: Designer/Contractor: !$f 14 � UT CERTIFICATE 0 18. THE CONTRACTOR SHALL GUARANTEE THE WORK FOR A MINIMUM OF ONE(1)YEAR FROM THE DATE 90 Sterling Rd Isaac Coffey ("�c ��++ z OF ACCEPTANCE BY THE OWNER AGAINST ALL DEFECTS IN Elmont, NY 11003 Isaac-Rae �-`F° OCCUPANCY 0 N MATERIAL AND/OR WORKMANSHIP.THE IS GUARANTEE SHALL BE SUBMITTED IN WRITING BY THE 11575 Main Bayview Road Architect of Record: Southold, NY 11971 CONTRACTOR TO THE OWNER. 13472766093 ISAAC - RAE 19.THE CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMANCE WITH THE HIGHEST DEGREE OF o clay@Isaac-rae.com z SKILL, QUALITY AND COMPLETENESS. In 20.THE CONTRACTOR, UPON COMPLETION OF THE WORK, SHALL ARRANGE FOR DEPARTMENT OF 11575 Main Bayview Road BUILDINGS INSPECTIONS AND SIGNOFFS AS REQUIRED. SOUth01d NY 1 1971 ` ;,a,:k.. } : RETAIL c6 21. NO WORK SHALL BE DONE, EXCEPT BETWEEN THE HOURS OF 9:00 A.M.AND 5:00 P.M. MONDAY �.a;;. ''••"""' ' ":_� `'''�;s '�: ,<Z;�::�°<,:�! � 1 STORM WA r0 Ri �l , zr �> T�.t I . ,It,�C�t7i z LOCATION MAP NOT TO SCALE THROUGH FRIDAYS. EXCEPT AS OTHERWISE AGREED TO, NO WORK SHALL BE DONE ON SATURDAYS, Compliance: 34,4%Better Than Code Maximum UA: 311 Your UA: 204 MaximumSHGC- 0.40 YOurSHGC: 0.29 r PURSUANT TO CN "; T AP1i� 2 }r, w SUNDAYS AND HOLIDAYS,AND NO WORK THAT CAN PRODUCE UNUSUAL NOISES THAT MIGHT BE The'YoBetter ofWorse Than Code index reflects how close tocompHancethe house isbased oncode trade-affrules. OF THE TOWN CODE. " Contact; Isaac Clay Coffey U It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. DISTURBING TO BUILDING OCCUPANTS SHALL BE DONE BEFORE 10:00 A.M. z SCOPE OF WORK PROPOSED IN THIS FILING: 22.THE CONTRACTOR AND ALL SUB- CONTRACTORS AGREE TO ABIDE BY ALL REGULATIONS AS Slab-On-grade tradeoffs are no looger considered in the UA or performance compliance path In REScheck.Each slab-on-grade NYS LIC#039767 Anne must meet the minimum ever code insulation R-value and depth requirements. ELECTRICAL T. 347-276-6093 E. elay@isaae-rae.eom OUTLINED IN THE ALTERATION AGREEMENT assembly in the specified clic --ft- energy p 9 ` 23. THE USE OF POWER TOOOLS SUCH AS PNEUMATIC JACKHAMMERS SHALL BE PROHIBITED PROPOSED 2 STOREY ADDITION TO EXISTING HOUSE 24. PROPOSED WORK SHALL NOT ALTER OR RELOCATE THE MAIN PLUMBING, HEATING AND INTERCOM INSPECTION REQUIRED • ATTACHED GARAGE AND MUDROOM LINES. mb_Ltea OPEN OFFICE: SPACE ON 2ND FLOOR OF ADDITION WITH BATHROOM. SITE PROTECTION PLAN: '"' "�"� Y PROPOSED POOL BATH 1.EGRESS.AT ALL TIMES IN THE COURSE OF CONSTRUCTION PROVISION SHALL BE MADE FOR ADEQUATE k< ' .- t Project: a EGRESS AS REQUIRED BY NEW YORK STATE, SOUTHOLD TOWN AND SUFFOLK COUNTY flat ceiling: Flat Ceiling or 131 30. 0 2.FIRE SAFETY.ALL NECESSARY LAWS AND CONTROLS, INCLUDING THOSE WITH RESPECT TO OCCUPIED g g q 10.0 0.026 4.426 3 3 90 STERLING RD DWELLINGS, AS WELL AS ADDITIONAL SAFETY MEASURES NECESSITATED BY THE CONSTRUCTION SHALL Ceiling:Cathedral Ceiling 927 49,0 0.0 0.022 0.026 20 24 , BE STRICTLY OBSERVED. W 3.HEALTH REQUIREMENTS. SPECIFICATION OF MEANS AND METHODS TO BE USED FOR CONTROL OF Wali:Wood Frame. 16"'o.c. 423 13.5 25.0 0.426 0.060 10 24 0 DUST, DISPOSAL OF CONSTRUCTION DEBRIS, PEST CONTROL AND MAINTENANCE OF SANITARY Window 3:Vinyl Frame 13 0,274 0.320 4 4 °- FACILITIES,AND LIMITATION OF NOISE TO ACCEPTABLE LEVELS SHALL BE INCLUDED. SHGC:0.40 3.1.THERE SHALL BE INCLUDED A STATEMENT OF COMPLIANCE WITH APPLICABLE PROVISIONS OF LAW Window 1:Vinyl Frame Project No.: RELATING TO LEAD AND ASBESTOS,AND SUCH STATEMENT SHALL DESCRIBE WITH PARTICULARITY WHAT SHGC:0.40 13 0.274 0.320 4 4 IR-02 a MEANS AND METHODS ARE BEING UNDERTAKEN TO MEET SUCH COMPLIANCE. Wail 1:Wood France, 16"o.c. 993 13.5 25.0 0.026 0.060 21 48 z 4.COMPLIANCE WITH HOUSING STANDARDS.THE REQUIREMENTS OF THE NEW YORK CITY HOUSING Seal/Signature: UJ MAINTENANCE CODE,AND,WHERE APPLICABLE,THE NEW YORK STATE MULTIPLE DWELLING LAW SHALL Door 1:Solid Door funder 5G'ro glazing? 128 0.270 0,320 35 41 UJ = BE STRICTLY OBSERVED. Door:Glass Door(over 50%gla2ing) 20 0.270 0.320 5 6 i 5.STRUCTURAL SAFETY. NO STRUCTURAL WORK SHALL BE DONE THAT MAY ENDANGER THE SITE OR SHGC:0.40 1� o CONTRACTED WORKERS Window 4:Vinyl Frame d r---1% 1 6.NOISE RESTRICTIONS.WHERE HOURS OF THE DAY OR THE DAYS OF THE WEEK IN WHICH SHGC:0.40 13 0.270 0.320 4 4 w CO Nr5 CONSTRUCTION WORK MAY BE UNDERTAKEN ARE LIMITED MONDAY-FRIDAY 7 AM TO 5PM EXCEPT Window 4:Vinyl Frame 13 0.270 0.320 4 4 c `J L� �A) ' FEDERAL HOLIDAYS SHGC:0.40 �/ V W 11" 2�i� yI ((�� 7 M 7.MAINTAINING ESSENTIAL SERVICES.WHERE HEAT, HOT WATER, COLD WATER, GAS, ELECTRICITY OR Window 4:Vinyl Frame c� i�, 0 �. ``► `n SHGC:0.40 13 0.270 0.320 4 40 tm 0 o OTHER UTILITY SERVICES ARE PROVIDED IN SUCH BUILDING OR IN ANY DWELLING UNIT LOCATED SYMBOL LEGEND �/ �w FiUiLDING DEFT. 0 THEREIN, THE SITE ANC CONSTRUCTION PROTECTION PLAN SHALL SPECIFY THE MEANS AND METHODS Wall 2:Wood Frame,16'"o.c. 423 13.5 25.0 0.026 0.060 10 22 / TGWN OF SOUTH!Gi-D yl o TO BE USED FOR MAINTAINING SUCH SERVICES DURING SUCH WORK IN ACCORDANCE WITH THE � ' 'P REQUIREMENTS OF SOUTHOLD TOWN &SUFFOLK COUNTY. IF A DISRUPTION OF ANY SUCH SERVICE IS _ e� " �' 'J (•na ANTICIPATED DURING THE WORK, THEN SUCH PLAN SHALL SPECIFY THE ANTICIPATED DURATION OF Project Title:90 Sterling Report date: 01/14/22 f Q v o SUCH DISRUPTION AND THE MEANS AND METHODS TO BE EMPLOYED TO MINIMIZE SUCH DISRUPTION, Data filename: Page 1 of10 1 sE&ONNUMIiiA i DOOR NUMBER © T ,� ' z INCLUDING THE PROVISION OF SUFFICIENT ALTERNATIVES FOR SUCH SERVICE DURING SUCH sl SHEET NUMBER (sEEooORsc>Eo r r -, �� 3 76 �Q W DISRUPTION. z OF t4 W ABREVIATIONS ' DETAIL1NOICAToR ,. !NIND'CJWiVUMBEIi JAN L µ 2072 ' f _ � I (SEE WINDOW SCNEOULEj V. /y AFF ABOVE FINISHED FLOOR CL CLOSET EL. ELEVATION B.O. BY OTHERS/OWNER .LAM; LAMINATE N.I,C, NOT IN'CONTRACT .^R.A: RETURN AIR TEL. TELEPHONE A.P. ACCESS PANEL COL COLUMN EMER. 'EMERGENCY GL. 'GLASS LV. LOW VOLTAGE NO. NUMBER REV. ''REVISE/REVIS[ON T.B.D. "TO BE DETERM1NEt7 ACOUS, ACOUSTICAL CONC. CONCRETE EQ, EQUAL GRE. GRILLE MATE MATERIAL O.C. 'ON CENTER R.O. ROUGH OPENING �TYP. : NOTES DRAWING ISSUE GENERAL NOTES : N0. DATE ISSUED FOR 2020 NYS RESIDENTAIL CODE AND 2020 NYS ENERGY 1 05/03/2019 SOUTHOLD DOB REVIEW NAILING SCHEDULE PLAN CONTENTS: 2 os/zs/zols SOUTHOLD DOB REVIEW 2 DESIGN CRITERIA 2020 NYS RESIDENTAIL CODE AND 2020 NYS ENERGY CODE GODE 3 10/15/2019 SOUTHOLD DOB FINAL SUBMISSION CONSTRUCTION NOTES: WIND FRAMING NOTES ROOF OCCUPANCY CLASSIFICATION F-2 S-2 SEE OCCUPANT LOAD CALCULATIONS ON A101.00 AND A102.00 4 01/07/2022 SOUTHOLD BUILDING PERMIT 1). RIDGE-TO-RAFTER NAIL NAIL BUILDING USE ACCESSORY GARAGE STRUCTURE 5 1. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table JOINT DESCRIPTION QTY. SPACING NOTES BUILDING HEIGHT 22' -0" 6 WORK AND CONSTRUCTIO MEET THE REQUIREMENTS OF THE 2020 NYS When a collar tie is used in leu of a ridge strap, the number of 1 Od common nails RAFTER TO 8'WALL:3-8d EACH RESIDENTAIL CODE AND 2020 NYS ENERGY CODE SUPPLEMENT. in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. TOP PLATE 10'WALL:4-8d RAFTER TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION 1,720 SQ. FT 2. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALED DRAWINGS (DO 2)• RAFTER-TO-WALL CEILING JOIST U WALL:3-8d EACH TOE-NAIL NOT SCALE DRAWINGS). Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be TO TOP PLATE 10'WALL:4-8d JOIST DESIGN CRITERIA 2020 NYS RESIDENTAIL CODE AND 2020 NYS ENERGY 3. REFER TO THE WINDOW AND DOOR SCHEDULE FOR EXTERIOR accordance to table 3.3. When a rafter or truss do not fall in line with studs below, CEILING JOIST TO AS PER TABLE 3.7 EACH FACE GODE OPENINGS. or trusses shall be attached to the wall top plate and the wall top plate shall be attached PARALLEL RAFTER WFCM- LAP NAIL FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES 4. REFER TO CIVIL ENGINEERING DRAWINGS FOR GRADING PLANS the to the wall stud with uplift connections. Roofs overhanging the rake side of the CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE 5. REFER ARCHITECTURAL DRAWINGS FOR BUILDING ELEVATIONS shall be connected with uplift connections in accordance with table OVER PARTITION WFCM- LAP NAIL INCLUDING SLAB AND FINISH FLOOR ELEVATIONS 3 . WALL-TO-WALL COLLAR TIE AS PER TABLE 3.4 EACH FACE SLAB ABOVE STAGING 1 6. 130 MPH WIND LOAD REQUIREMENTS SHALL BE TAKEN INTO ACCOUNT ) DESIGN LOAD CALCULATIONS r DURING CONSTRUCTION. Wall studs above and studs below a floor level shall be attached with uplift connections TO RAFTER WFCM END NAIL (LIVE LOADS PSF) BARN FLOOR T5 UJ accordance with table 3.3b. When wall studs above do not fall in line with studs below, BLOCKING EACH TOE 2-8a 2020 INTERNATIONAL ROOF GROUND SNOW LOAD ASCE FIG. 7-1 20 studs shall be attached to a common member in the floor assembly with uplift connectors TO RAFTER END NAIL ( ) accordance with table 3.3. BUILDING CODE /2020 ROOF LIVE LOAD ASCE FIG. 7-1 20 FOUNDATION NOTES: RIM 2- 16d EACH END SUPPLEMENT ( ) 4). WALL ASSEMBLY TO TO RAFTER END NAIL STAIRS 40 N 1. THE GENERAL CONTRACTOR AND MASON TO REVIEW PLANS, First wall studs shall be connected to the foundation, sill plate, or bottom plate with GAURDRAILS (ANY DIRECTION) 200 ELEVATIONS, DETAILS AND NOTES TO DETERMINE INTENDED HEIGHTS connectors. Steel straps shall have a minimum embedment of 7 inches inNAIL NAIL W OF FINISHED FLOORS ABOVE GRADE. foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under JOINT DESCRIPTION QTY. SPACING NOTES EXPOSURE CATAGORY (DESIGNED FOR CAT. Z 2. GENERAL CONTRACTOR TO RETAIN SURVEYOR TO SET OR VERIFY the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the w bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor TOP PLATE TO 2 16d PER FACE NAIL LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION 3 DATUMS AND FINISHED FLOOR ELEVATIONS spacing is to be spaced and sized in accordance to table 3.2a. In addition to TOP PLATE Foo SEE NOTE: ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE 3. DRAINAGE AS REQUIRED BY HALL MEET THE REQUIREMENTS OF THE anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATES AT JOINTS FACETHIS APPLICATION IS APPROVED ONLY FOR WORK 2020 INTERNATIONALRESIDENTIAL BUILDING CODE AND NEW YORK 4- 16d NAILING SCHEDULE SEE GENERAL NOTE PAGE INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL a. DEPARTMENT 01: STATE 2020 UNIFORM CODE SUPPLEMENT. INTERSECTIONS EA. SIDE NAIL w STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR F ACCORDANCE WITH APPLICABLE CODES. 4. ALL FOOTINGS MUST REST ON APPROPRIATE BEARING MATERIAL SEE 5). TYPE I EXTERIOR SHEARWALL STUD 2 16d O.C. NAIL FIRE PROTECTION ym" TO BE CONSIDERED AS EITHER BEING APPROVED OR IN STRUCTURAL ENGINEERS DRAWINGS FOR ADDITIONAL DETAILS Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the SEE FLOOR PLANS 5. ANY NEW CONCRETE WALLS BEING ATTACHED TO EXISTING CONCRETE attached with 8d common nails at 6 o.c. at the panel edges and 12 SMOKE & CO2 DETECTORS o.c. in the field, HEADER 16d 16"O.C. FACE STRUCTURE TO BE INSTALLED WITH #5 RE-BAR , MIN 18" LONG AT 12"O.C. 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at HEADER ALONG NAIL TRUSS DESIGN N/A - 3 edges and 10" o.c. in the field shall be in accordance with the length requirements TOP OR 2 - 16d PER 2x4 END a MIN EMBEDD TO BE 9" USE APPROVED EPDXY FOR ANCHORING in table 3.15a-b. PLATE TO STUD 3 - 16d PER 2x6 NAIL Consultants: ENERGY CALCULATIONS RESCHE 0. 6 CONCRETE TO BE POURED AT MIN 4" THICK SAND OR GRAVEL FILL WITH BOTTOM PLATE 0 6). TYPE II EXTERIOR SHEARWALL PER FACE NAIL W 6X6 WIRE MESH REINFORCING. SLAB THICKNESS TO BE MIN 5" THICK. FLOOR JOIST,BAND 2- Iso o� Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the Foo SEE NOTE: 1,2 GROUND WIND SEISMI FROSTWINTERICESHIEL FLOOD = END JOIST OR 7. ALL FILL TO BE COMPACTED TO 95% RELATIVE DENSITY AT 6" MAX LIFTS length adjustment factors in table SNOW SPEE DESIGN WEATHERINGLINE TERMITE DECAY DESIGNUNDERLAYMEN HAZARD Z 8. CRAWL SPACES TO BE PROVIDED WITH MIN. 24"X24" ACCESS OPENING. FI QOR LOAD (MPH) CATEGOR DEPTH TEMP. REQUIRED 9. UNCONDITIONED CRAWL SPACES TO HAVE 8X16" CAST IRON 7). INTERIOR SHEARWALL MODERAT SLIGHT TO FOUNDATION VENTS FOR EVERY 150 SQFT OF AREA Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased JOINT DESCRIPTION NAIL NAIL NOTES 40 LBS. 130 B SEVER 3 FT. 11 NONE Winterior shearwalls are used. Sheathing and connections shall be in accordance QTY. SPACING TO MODERAT - �, 10. DAMPPROOF EXTERIOR OF FOUNDATION WITH BITUMINOUS COATING AS 3.5. 2.4.4.2 and 2.2.4 JOIST TO: PER TOE 0 REQUIRED BY 2020 INTERNATION BUILDING CODE AND NEW YORK SILL,TOP PLATE OR GIRDER 4 -8d JOIST NAIL Cr DEPARTMENT OF STATE 2020 SUBPPLEMENTAL CODE. A 6 MIL 0 8). CONNECTIONS AROUND EXTERIOR WALL BRIDGING EACH TOE POLYETHYLENE FILM SHALL BE APPLIED TO THE BELOW GRADE PORTION 2-8d Header and/or girder connections shall be attached with uplift connections in TO,JOIST END NAIL D OF EXTERIOR WALLS PRIOR TO BACKFILLING with table 3.5. Window sill plates shall be have steel connectors in accordance with BLOCKING EACH TOE WTO JOIST 2-8i� END NAIL 0 FRAMING NOTES 9). CATHEDRAL CEILING BLOCKING EACH TOE ROOF SHEATHING REQUIREMENTS FOR WIND 0 Where c ridge is to be used as a structural beam, the rafters shall either be notched 3- 16d NAIL NAIL SPACING AT 0 anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL SHEATHING AT PANEL SUPPORTS IN THE PANEL NOTES W along the open ceiling part of the building. Connections to the ridge and wall shall be LEDGER STRIP EACH FACE „ 1. ALL FRAMING TECHNIQUES SHALL MEET THE REQUIREMENTS OF THE attached with the above requirements. To 3 16." JOIST NAIL 4 PERIMETER EDGE 8d COMMON @ 6 O. . 8d COMMON @ 6 O.C. SEENOTES:,,3 a 2020 NYS RESIDENTAIL CODE AND 2020 NYS ENERGY CODE 0 2. STRUCTURAL LUMBER SHALL BE GREEN DOUGLAS FIR LARCH N0. 2, JOIST ON PER TOE INTERIOR 8d COMMON @ 6" 0. . 8u COMMON @ 12" O.C. SEENOTES:1(BOTH FIELDS) Z OR BETTER, UNLESS OTHERWISE NOTED ON THE PLANS INSULATION TO 3-80 JOIST NAIL NOTE:2 FOR PANEL FIELD 3. INTERIOR METAL FRAMING SHALL BE 18 GAUGE OR BETTER UNLESS BAND JOIST PER END GABLE ENDWALL RAKE AND RAKE 8d COMMON @ 4" O. . 8d COMMON @ 4" O.C. SEE NOTES:1,3 Architect of Record: Q -- 1. INSULATION TO MEET OR EXCEED 020 NY RESIDENTAIL CODE AND 2020 NYS 3 - '. 111`'1 OTHER WISE NOTED ON THE PLANS TO JOIST JOIST NAIL ISAAC - R ENERGY CODE THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 4. FLOORS, WALLS, CEILINGS AND RAFTERS TO BE SPACED AT 16 BAND JOIST TO: PER TOE NAIL 2. INSULATION TO FOLLOW SPECIFIC S AS OUTLINED IN HERS RATING SILL OR TOP PLATE 2- 16d Foo SEE NOTE: 11575 Main Bayview Road Ln INCHES O.C. UNLESS NOTED 3. VAULTED CEILINGS INSULATED TO F4 OR GREATER 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, Y 5. UNLESS OTHERWISE NOTED , ALL BEARING WALL HEADERS TO BE (2) 4. ABOVE GRADE WALLS TO BE INSUL ED TO R-32 OR GREATER ROOF the 4 foot perimeter edge zone attachments required shall be used. Southold, NY 11971 Z 2X10 #2 + BTR. DOUG. FIR.BEARING WALL HEADERS TO HAVE (2) JACK ~ STUDS AND (2) F=ULL LENGTH STUDS ON EACH SIDE OF ALL OPENINGS. 5. FOUNDATION WASLLS TO BE INSU T D TO R-10 OR GREATER JOINT DESCRIPTION NAIL NAIL 2 Tabulated 12 inch o.c. nails spacing assumes sheathing attached to rafter/truss framing members with G>0.49. Contact; Isaac Clay Coffey 6. FRAMED FLOORS TO BE INSULAT TO -32 OR GREATER QTY. SPACING ) p g g 9 a LVL HEADERS TO HAVE (3) JACK STUDS AND (2) FULL LENGTH STUDS 7• SLABS ON GRADE TO BE INUSLA�ED TO �-10UNDER SLAB. AS PER TABLE 3.8 For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. NYS LIC#039767 Z ON EACH SIDE OF OPENINGS. BEARING WALL WINDOW SILLS SHALL STRUCTURAL 8d WFC,,, ALSO HAVE (2) WINDOW SILL PLATES FOR 2X4 WALL OPENINGS 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For T. 347-276-6093 E. clay@isaac-rae.com BETWEEN 4'1 AND 6'0 AND 2X6 WALL OPENINGS BETWEEN 5'11 AND 8'9. REQUIRED INSULATION AS FOLLOWS framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. J PROVIDE FIRE AND BLOCKING WHERE APPLICABLE. • CEILINGS : 4" SPRAYED CLOSED CELL CONTINUOUS INSULATION R6.5 per inch. JOINT DESCRIPTION CEILING SHEATHING- NAIL NAIL 6. ALL FLUSH BEAMS/HEADERS TO BE INSTALLED WITH HEAVY DUTY QTY. SPACING WALL SHEATHING REQUIREMENTS FOR 130 MPH WIND ZONE W WITH ROCKWOOL R23 5-1/2 for total of R49 Project: W GALVINIZED HANGERS AND ANCHORS WHERE APPLICABLE TO ALL WALLS: 3 SPRAED CLOSED CELL CONTINUOUSE INSULATION R6.5 PER INCH. GYPSU 7" O.C. NAIL SPACING NAIL SPACING AT INTERMEDIATE 3 CONNECTING JOISTS. WITH ROCKWOOL R15 3-1/2" FOR TOTAL OF R34.5 WALLBOAR 5d 10"O.C .. FIELD SHEATHING LOCATIONAT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES g 0 STERLING R D LL 7. DOUBLE UP FLOOR JOISTS UNDER WALLS THAT RUN PARALLEL TO THE 0 FLOORS: 3 SPRAYED CLOSED CELL CONTINUOUSE INSULATION R6.5 PER SEE NOTES: 1 3 B FLOOR JOIST AND UNDER BATHTUBS.FLOORS TO HAVE CERAMIC TILE INCH. WITH ROCKWOOL R15 3-1/2" FOR TOTAL OF R34.5 WALL SHEATHING: 4' EDGE ZONE 8d COMMON @ 6" O.G. 8d COMMON @ 12" O.C. ( BOTH FIELDS) W INSTALLED SHALL BE VERIFIED FOR PROPER LOAD CAPACITY UNLESS SLABS 3" EXPANED POLYSTYRENE INSULATION FOR R12 NOTE: 2 FOR PANEL FIELD 0 NOTED ON PLANS. JOINT DESCRIPTION QTY. SPACING INTERIOR ZONE 8d COMMON @ 6" 0. 8d COMMON @ 12" O.C. SEE NOTE: 3 UJI 8. 7). PROVIDE 2 - 1-3/4" THICK MICROLAMS ( HEIGHT TO MATCH FLOOR CILPLUMBING NOTES STRUCTURAL AS PER TABLE 3.9 NOTES Project No.: W JOISTS) AROUND STAIRWELL AND/OR OTHER ACCESS OPENINGS 1. All water supply, drainage and venting to be installed as per 2020 NYS RESIDENTAIL PANELS 8d WFCM - IR-02 Q UNLESS OTHERWISE NOTED (TYPICAL). CODE AND 2020 NYS ENERGY CODE, and shall meet Suffolk County Health 7/16"OSB 3"O.C. 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment 9. PROVIDE BLOCKING/BRIDGING IN FLOOR JOISTS AT 8'0 O.C.. USE SOLID 6d �. requirements shall be used. Seal/Signature: Department requirements as stated on septic permit PLYWOO 6 O.C. FIELD q cr W BLOCKING IN FLOOR JOISTS UNDER ALL BEARING WALLS. 2. Verif se tics stem with the En ineer for Suffolk Count Health Department 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing Y p Y 9 Y p GYPSU 7 o.C. 10. PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTERS. 5d members with G>0.49. For framing members with 0.42<G<, the nail spacings shall be r=- approval. WALLBOAR 10"O.0 . FIELD o INSTALL DRAFT BLOCKING AS NEEDED. 3. 3). If wall studs, plates or joists are cut out during installation for any plumbing related reduced to 6 inches o.c. work,provide adequate bracing and plates to protect and secure the structure. Verify 3 For exterior panel siding, alvinized box nails shall be permitted to be substituted for D A 11. UNLESS OTHERWISE NOTED, ALL ROOFS AND WALLS TO HAVE A FLOOR SHEATHING: ) p 9, g MINIMUM 1/2" TI-LICK, 4-PLY FIR CDX EXTERIOR SHEATHING GRADE with the state code and manufacture's recommendation for maximum hole size and NAIL NAIL common nails. �►'� PLYWOOD. PLYWOOD TO COVER OVER PLATES AND HEADERS. JOINT DESCRIPTION QTY SPACING 4 PROVIDE 5/8" TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. ``� ' �,1•AY �''''� spacing permitted 5) USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 0 12. UNLESS OTHERWISE NOTED USE 3/4" THICK T&G PTS FIR OR STRUCTURAL 6"O.C. ) N ADVANTECH PLYWOOD SUBFLOOR ADHERED WITH PL400 ADHESIVE 1"OR LESS 8d 12"O.C. FIELD 6). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER 2020 NYS RESIDENTAIL CODE AND 2020 NYS ENE RGY AND SCREWED TO FLOOR JOISTS. FINISHED FLOOR TO BE INSTALLED HVAC SYSTEM NOTES CODE Ik = OVER SUBFLOOR AS PER MANUFACTURE'S INSTRUCTIONS. ) p g pp Y NOTES: FIREBLOCKING NOES 1 . Mechanical subcontractor is responsible for adhearin to all applicable codes and safety 0 13. ALL BATHROOM WALLS TO HAVE 5/8" THICK MOISTURE-RESISTANT THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN 0376't tJ� Q SHEETROCK. requirements SCHEDULE NOTES ONLY. AS REQUIRED BY CURRENT 2020 NYS RESIDENTAIL CODE AND 2020 NYS ENERGY CODE- FIREBLOCKING REQUIRED 14. 1 HR FIRE RATED ASSEMBLYS TO HAVE ONE LAYER OF 5/8" TYPE X 2). HVAC subcontractor is to fully coordinate all system data and requirements with the FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO �4P N�� Z equipment supplier. 1). Nailing requirements are based on wall sieathing nailed 6"on center at the panel edge. If FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES,AND BETWEEN A TOP STORY AND THE ROOF SPACE. W SHEET ROCK AND TO MEET ANSI/UL 263 AND UL DESIGN NO. U419 wall sheathing is nailed 3"on-center at the panel edge to obtain higher shear capacities, nailing FIREBLOCKING SHALL BE PROVIDED IN WOOD FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONS 15. 2 HR FIRE RATED ASSEMBLYS TO HAVE TWO LAYERS OF 5/8 TYPE X 3). HVAC subcontractor to provide final system layout drawing /shop drawings and submit it to requirements for structural members shall be doubled, or alternate connectors, such as shear 1�. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES,AT THE CEILING AND FLOOR LEVELS. a SHEET ROCK AND TO MEET ANSI/UL 263 AND UL DESIGN NO. U419 the General Contractor and owner for final review and approval. plates, shall be used to maintain load path. CONCEALED HORIZONTAL FURRED SPACES SHALL ALSO BE FIREBLOCKED AT INTERVALS NOT EXCEEDING 10 FEET. BATTS OR 16. ALL ROOFS AND SHEATHING TO BE INSTALLED WITH ICE AND WATER ELECTRICAL NOTES: 2). When wall sheathing is continuous over connected members,the tabulated number of nails BLANKETS MINERAL OR GLASS FIBER SHALL BE ALLOWED AS FIREBLOCKING IN WALLS CONSTRUCTED USING PARALLEL ROWS SHIELD, HENRY BLUE SKIN OR APPROVED EQUAL. shall be permitted to be reduced tot - 16d nail per foot OF STUDS ORR STAGGERED STUDS. 2).AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS DROP Date: Scale: 17. ALL FLAT ROOFS TO BE APPLIED WITH AN EPDM 6MILL MATERIALS 1). All electrical to be installed as per 2020 NYS RESIDENTAIL CODE AND 2020 NYS CEILINGS AND COVE CEILINGS. AS NOTED 0- 18. ALL SILL PLATES AND WOOD IN CONTACT WITH CONCRETE TO BE ENERGY CODE 3). IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER Drawing Title: 00 PRESSURE TREATED. SILL PLATES TO BE INSTALLED WITH FOAM SILL 2). All electrical work shall be approved by a qualified Underwriter. STAIRS SHALL COMPLY WITH CURRENT N.Y.S. RESIDENTIAL CODE. T GASKETS AND COP-R-TEX TERMITE SHIELD OR APPROVED EQUAL. 3). Install Smoke detectors and Carbon Monoxide detectors throw hout as re wired b current 4).AT OPENINGS AROUND VENTS, PIPES AND DUCTS AT CEILING AND FLOOR LEVEL,TO RESIST THE FREE PASSAGE OF FLAME AND GENERAL NOTES g q Y PRODUCTS OF COMBUSTION. r N.Y.S. Residential Construction Code. 5). RECOMMENDED FIRE BLOCKING PRODUCTS BOSS 814 OR APPROVED EQUAL TO MEET ASTM E-814(UL 1479) N T N Drawing No.: O 'd 001 k 0 7777777777.-,7, N \� T T00 _ NOTES GENERAL NOTES . 2020 NYS REDENIAL CODE AND 2020 NYS ENERGY GODE A. DESIGN LIVE LOADS F. STRUCTURAL STEEL DRAWING ISSUE J. CONSTRUCTION SAFETY NO. DATE ISSUED FOR 1. ALL STRUCTURAL STEEL CONFORMS TO ASTM A992 Fy = 50 KSI. 1 05/03/2019 SOUTHOLD DOB REVIEW STRUCTURAL MEMBERS HAVE BEEN DESIGNED FOR FULL DEAD LOADS AND THE FOLLOWING 2. STRUCTURAL STEEL TUBE SHALL CONFORM TO ASTM A500 GR B (Fy = 46 KSI) 1. THESE DRAWINGS DO NOT CONTAIN NECESSARY COMPONENTS FOR SAFETY DURING CONSTRUCTION. 2 os/2s/2o,s SOUTHOLDDOBREVIEW 2 LIVE LOADS IN ACCORDANCE WITH THE 2020 NYS REDENIAL CODE AND 2020 NYS ENERGY CODE: 3. STEEL WORK SHALL CONFORM TO "SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS - 2. THE INSTALLER SHALL PROVIDE ADEQUATE TEMPORARY BRACING, SHORING & GUYING OF FRAMING AGAINST 3 10/,5/2o,s SOUTHOLTHOLDDOBREVIEB FINAL 2 ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN", OF THE AMERICAN INSTITUTE OF STEEL WIND, 4 01/07/2022 SOUTHOLD BUILDING PERMIT ION 1. BUILDING CATEGORY: II CONSTRUCTION, INC. LATEST EDITION, INCLUDING ALL SUPPLEMENTS AND THE "CODE OF CONSTRUCTION LOADS & OTHER TEMPORARY FORCES UNTIL NO LONGER REQUIRED FOR THE SUPPORT OF THE 5 2. IMPORTANCE FACTOR: WIND (LW) = 1.0 STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" LATEST EDITION. FRAMING. SNOW (LS) - 1 .0 6 ( ) - 4. CONNECTION BOLTS SHALL BE 3 4" DIAMETER CONFORMING TO ASTM A325, TYPE X. INSTALL EACH SEISMIC (LE) = 1.0 BOLT WITH A HARDENED WASHER UNDER THE NUT OR HEAD, WHICHEVER IS TURNED FOR K. COORDINATION 3. GROUND SNOW LOAD: 20 PSF TIGHTENING. ALL CONNECTION BOLTS ARE REQUIRED TO BE "SNUG TIGHT" ONLY UNLESS 4. ROOF LIVE LOAD: 20 PSF OTHERWISE NOTED. 1. THE CONTRACTOR SHALL VERIFY CONDITIONS IN THE FIELD AND IMMEDIATELY NOTIFY THE ENGINEER OF ANY 5. WIND LOAD: 140 MPH BASIC WIND SPEED 5. OVERSIZE HOLES AND SLOTTED HOLES SHALL NOT BE USED FOR BOLTED CONNECTIONS ON THIS CONDITION NOT AS ASSUMED. HE SHALL TAKE FIELD MEASUREMENTS AND BE RESPONSIBLE FOR THE SAME. WIND EXPOSURE: B PROJECT EXCEPT AT LOCATIONS NOTED ON THE DRAWINGS. VELOCITY PRESSURE EXPOSURE COEFFICIENT, KZ 0.85 6. ALL WELDS SHALL BE E70XX AND ALL WELDING SHALL BE BY WELDERS AND WELDING OPERATORS M. MISCELLANEOUS DIRECTIONALITY FACTOR, KD: 0.85 WHO HAVE BEEN PREVIOUSLY QUALIFIED BY TESTS AS PRESCRIBED BY THE "STRUCTURAL WELDING GUST EFFECT FACTOR, G: 0.85 CODE" AWS D1.1 OF THE AMERICAN WELDING SOCIETY TO PERFORM THE TYPES OF WELDS 1. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE 2020 NYS REDENIAL CODE AND 2020 NYS ENERGY INTERNAL PRESSURE COEFFICIENT, GCPI: ±0.18 REQUIRED ON THIS PROJECT. CODE SPECIAL WIND REGION: YES 7. ANCHOR BOLT LENGTHS SHOWN ON THE DRAWINGS SHALL INCLUDE HOOKS OF NOT LESS THAN 3 2. NO NOTE OR LACK THERE OF SHALL BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM EXECUTING ALL THE 6. SEISMIC: SEISMIC DESIGN CATEGORY: B W INCHES IN LENGTH UON ON THE DRAWINGS. PROVIDE ONE NUT AND ONE WASHER WITH EACH WORK IN ACCORDANCE WITH THE BUILDING CODE OF STATE OF NEW YORK, THE RESIDENTIAL CODE OF STATE OF 6 SDs = 0.148 ANCHOR BOLT UNLESS OTHERWISE NOTED. COLUMNS TO BE ERECTED AND LEVELED WITH NEW YORK AND ALL LOCAL REGULATIONS HAVING JURISDICTION. (n SD1 = 0.085 LEVELING SHIMS, LEVELING NUTS ARE PROHIBITED. 3. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ACTS OF OMISSION OF THE CONTRACTOR OR ANY U. 8. ALL STRUCTURAL STEEL SHALL BE GIVEN ONE SHOP COAT OF PAINT OF NOT LESS THAN 2.0 MILS SUBCONTRACTOR B. FOUNDATIONS DRY FILM THICKNESS CONFORMING TO STEEL STRUCTURAL PAINTING COUNCIL SSPC PAINT 2, 13 OR AGENTS OR ANY OTHER PERSONS PERFORMING THE WORK. OR 14. CLEAN (WIRE BRUSH) AND SPOT PAINT ALL FIELD WELDS, FIELD CUT EDGES AND SERIOUS 4. THE ENGINEER IS NOT RESPONSIBLE FOR OBTAINING ANY BUILDING PERMITS AND/OR VARIANCE APPROVAL. W 1 . MAXIMUM PRESUMPTIVE ALLOWABLE SOIL BEARING PRESSURE FOR NEW FOOTINGS =2,000 PSF. ABRASIONS TO THE SHOP COAT WITH PRIMER PAINT. a.Z 2. FOOTING EXCAVATIONS AND FORMS SHALL BE REVIEWED BY LOCAL BUILDING OFFICIAL 9. BEAMS AND LINTELS SHALL BEAR 8 INCHES MINIMUM ON MASONRY UNLESS OTHERWISE NOTED. GENERAL NOTES: W PRIOR TO PLACING CONCRETE. 1 . THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING, AND MAKE SAFE ALL FLOORS, ROOFS, 3 3. BOTTOM OF FOOTINGS SHALL BE LOWERED WHEN DIRECTED BY THE BUILDING OFFICIAL G. STRUCTURAL LUMBER WALLS, AND ADJACENT PROPERTY AS PROJECT CONDITIONS REQUIRE. TO REACH FIRM, UNDISTURBED 2. DIMENSIONS AND DETAILS OF EXISTING CONSTRUCTION GIVEN IN STRUCTURAL DRAWINGS ARE APPROXIMATE THIS APPLICATION IS APPROVED ONLY FOR WORK 4. SEE ARCHITECTURAL_ DRAWINGS (FLOOR PLANS AND SECTIONS) FOR LOCATION OF PARTITION 1. STRUCTURAL LUMBER SHALL BE GREEN DOUGLAS FIR LARCH N0. 2, OR BETTER, UNLESS AND INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL a. OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR " FOOTINGS AND THICKENED OR DEPRESSED SLABS NOT DIMENSIONS ON THE OTHERWISE NOTED ON THE PLANS WITH THE FOLLOWING MINIMUM PROPERTIES: ARE BASED ON LIMITED INFORMATION. THE CONTRACTOR SHALL VERIFY ALL INFORMATION PERTAINING TO TO BE CONSIDERED AS EITHER BEING APPROVED OR IN w STRUCTURAL DRAWINGS. a. Fb = 850 PSI EXISTING CONDITIONS BY ACTUAL MEASUREMENT AND OBSERVATIONS AT THE SITE. ALL DISCREPANCIES ACCORDANCE WITH APPLICABLE CODES. 5. ALL FILL INSIDE BUILDING SHALL BE SELECTED MATERIAL FREE FROM ROOTS, TRASH, b. Fc (PERPENDICULAR) = 625 PSI BETWEEN WOOD SCRAPS AND OTHER EXTRANEOUS MATERIALS. PLACE FILL IN LIFTS NOT c. Fv = 95 PSI ACTUAL CONDITIONS AND THOSE SHOWN ON THE CONTRACT DOCUMENTS SHALL BE REPORTED TO THE EXCEEDING 8 INCHES AND COMPACT EACH LIFT TO 98% DENSITY AT OPTIMUM MOISTURE d. E = 1,600,000 PSI ARCHITECT a CONTENT AS MEASURED BY ASTM D698 AND 95% AS MEASURE BY ASTM D-1157. 2. ALL PRESSURE TREATED LUMBER SHALL BE No. 2 SOUTHERN YELLOW PINE OR BETTER WITH FOR EVALUATION PRIOR TO START OF FABRICATION. consultants: 0 6. FOOTING ELEVATIONS SHALL NOT BE RAISED OR LOWERED WITHOUT APPROVAL OF THE ENGINEER. ACQ (ALKALINE COPPER QUATERNARY) TREATMENT. 3. ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND - W7. FOUNDATION SUBGRADE PREPARATION SHALL BE IN ACCORDANCE TO GEOTECHNICAL 3. PROVIDE WASHERS BETWEEN ALL THE BOLT HEADS AND WOOD AND BETWEEN ALL NUTS AND WOOD. PLUMBING, ENGINEERING REPORT. 3 8. CHANGES IN LEVEL FOOTINGS MUST BE KEPT WITHIN THE SAFE ANGLE OF REPOSE OF THE 4. LAG BOLTS AND SCREWS SHALL BE PROVIDED WITH LEAD HOLES HAVING A DIAMETER NOT ETC. REQUIREMENTS, DISCREPANCIES, AND/OR SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY. Z GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF THE BOLT OR SCREW. AL; LAG BOLTS 4. THE CONTRACTOR SHALL COORDINATE WITH ALL RELATED TRADES FOR DETAILING, FABRICATION, AND ERECTION SOIL (ONE VERTICAL TO TWO HORIZONTAL) AND SCREWS SHALL BE INSERTED IN LEAD HOLES BY TURNING AND UNDER NO CIRCUMSTANCES PRIOR TO SUBMITTING SHOP DRAWINGS FOR APPROVAL. t3 9. DO NOT BACKFILL BASEMENT OR RETAINING WALLS WITHOUT AUTHORIZATION OF ENGINEER. FLOOR SLABS PROVIDING SUPPORT FOR SUCH WALLS MUST BE IN PLACE BY DRIVING WITH A HAMMER. 5. OPENINGS SHALL NOT BE MADE IN ANY STRUCTURAL MEMBER UNLESS SPECIFICALLY SHOWN ON THE W 5. THROUGH BOLTS SHALL BE PROVIDED WITH BOLT HOLES WHICH ARE 132 TO 1 16 INCH LARGER STRUCTURAL o PRIOR TO BACKFILLING OR DIAGONAL BRACING MUST BE PROVIDED TO HOLD THE FULL THAN THE BOLTS. DRAWINGS OR APPROVED BY THE STRUCTURAL ENGINEER. FORCE OF THE BACKFILL UNTIL THE FLOOR SLABS HAVE ATTAINED FULL STRENGTH. 0 6. STEEL FOR ALL ACCESSORIES SHALL CONFORM TO ASTM A36. W 10. CONTRACTOR MUST ADEQUATELY PROTECT WALLS, PIERS, ETC. FROM DAMAGE DUE TO BACKFILLING. 7. PLYWOOD SHALL BE C-C EXTERIOR, DFPA GRADE MARKED OR EQUIVALENT, OF THE THICKNESS GENERAL CONDITIONS: 0 11. CONTRACTOR MUST PREVENT THE FOUNDATIONS FROM BEING PUT IN JEOPARDY FROM a. & SHOWN ON THE DRAWINGS. THE EXCAVATIONS FOR UTILITIES, ETC. 1.1 12. WHERE PIPES PASS THROUGH NEW WALLS, DROP FOOTINGS SO THAT PIPES PASS OVER 8. PROVIDE OTHER MANUFACTURED ACCESSORIES AS REQUIRED AND AS SPECIFIED. 1. ALL CONTRACTORS AND SUBCONTRACTORS ARE RESPONSIBLE FOR ADHERING TO THE REQUIREMENTS AS 0 9. ALL FABRICATED STEEL ASSEMBLIES EXPOSED TO WEATHER AND ALL STEEL FASTENERS SPELLED THE TOP OF THE FOOTINGS. INCLUDING BUT NOT LIMITED TO NAILS ANCHOR BOLTS CONNECTION BOLTS NUTS WASHERS OUT IN THESE NOTES. ALL PARTIES MUST CAREFULLY STUDY ALL NOTES FOR ITEMS WHICH MAY PERTAIN TO THEIR Z 13. DEWATERING PROCEDURES, IF REQUIRED, SHALL NOT DISTURB THE SOIL STRUCTURE. LAG BOLTS OR SCREWS SHALL BE GALVANIZED IN ACCORDANCE WITH THE ASTM STANDARD FOR TRADES. FAILURE TO READ THESE NOTES DOES NOT PERMIT THE CONTRACTOR TO DEVIATE FROM THEIR W 14. THE CONTRACTOR SHALL EMPLOY ALL MEANS NECESSARY TO ENSURE THAT THE THAT ACCESSORY, ASTM A213, A153 OR OTHER. REQUIREMENTS. QUESTIONS WILL BE CHEERFULLY ANSWERED BY THE ENGINEER. a STRUCTURAL INTEGRITY OF ANY AND ALL ADJACENT STRUCTURES WILL NOT BE 10. FABRICATED ITEMS INDICATED ON THE PLANS ARE DESIGNATED AS PRODUCTS PRODUCED BY 2. ALL CONTRACTORS MUST VISIT SITE AND NOTE ALL EXISTING CONDITIONS AS WELL WAS ALL CONDITIONS TO BE D COMPROMISED. THE SIMPSON STRONG TIE COMPANY. PROVIDE ITEMS NOTED OR EQUIVALENT PRODUCTS. MET 0 11. ALL LAMINATED VENEER LUMBER (LVL) SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: BEFORE SUBMITTING BID. LACK OF THOROUGH UNDERSTANDING OF THE PROJECT REQUIREMENTS SHALL NOT Architect of Record: C. CONCRETE a. Fb = 2,600 PSI CONSTITUTE AN EXCUSE FOR ERRORS OR OMISSIONS NOR JUSTIFY A REQUEST FOR EXTRA COMPENSATION. LL 1. ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AS FOLLOWS: b. Fv = 285 PSI 3. GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS AND CHECK ALL MEASUREMENTS ON JOB AND SHALL BE ISAAC - RAE Z c. Fc (PERPENDICULAR) = 750 PSI RESPONSIBLE FOR SAME. Ln a. FLOOR SLABS, WALLS 4,000 PSId. E = 1,900,000 PS 4. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT BUILDING CODE OF ALL GOVERNING 11575 Main Bayview Road b. ALL OTHER CONCRETE WORK 3,000 PSI AUTHORITIES. Southold, NY 11971 Z 2. ALL CONCRETE WORK SHALL CONFORM TO ACI 318 AND ACI 301. H. ABBREVIATIONS 5. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS, ARCHITECTURAL, AND MECHANICAL W 3. CONCRETE FLOOR SLAB CONSTRUCTION SHALL CONFORM TO AC1302JR. FLOOR SLABS DRAWINGS. Contact; Isaac Clay Coffey Q SHALL BE CLASS 2. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED TO REPRESENT ALL THOSE USED ON 6. ALL OPENINGS IN WALLS, FLOORS, ROOF, ETC. TO BE LOCATED AND SIZED AS PER MECHANICAL AND NYS LIC#039767 Z 4. PROVIDE CONSTRUCTION OR CONTROL JOINTS IN SLABS AT LOCATIONS SHOWN ON THESE DRAWINGS, BUT TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS USED: ARCHITECTURAL DRAWINGS, AT OFFSETS AND CHANGES IN DIRECTION AND AT 30 FEE MAXIMUM. REQUIREMENTS EVEN IF NOT SHOWN AS SUCH ON STRUCTURAL AND ARCHITECTURAL DRAWINGS. T. 347-276-6093 E. clay@Isaac-rae.com 5. CONCRETE SHALL BE CURED A MINIMUM OF 7 DAYS BY ONE OR MORE METHODS Q A.F.F. - ABOVE FINISHED FLOOR 7. ALL WALLS SHALL BE ADEQUATELY BRACED UNTIL THE ENTIRE STRUCTURAL FRAME HAS BEEN INSTALLED AND IS SPECIFIED IN CHAPTER 12 OF ACI 301. ALUM. - ALUMINUM STRUCTURALLY SOUND. 6. SEE ARCHITECTURAL_ FINISH SCHEDULE FOR REQUIRED FLOOR FINISHES. & - AND 8. ALL SPECIALTY ANCHORS AND FASTENERS ARE TO BE MANUFACTURED BY HILT CORPORATION OR APPROVED Y 7. PLACE 1/2" EXPANSION JOINT MATERIAL BETWEEN EDGES OF SLABS AND VERTICAL EQUAL Project: a SURFACES UNLESS OTHERWISE NOTED. @ - AT BLDG. - BUILDING MACH. - MACHINE SPECS - SPECIFICATIONS AND ARE TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS, INCLUDING TORQUE, EMBEDMENT, LENGTH, 90 STERLING RD D. REINFORCING STEEL_ CMU - CONCRETE MASONRY UNIT MAX. - MAXIMUM S.S. - STAINLESS STEEL CONC. - CONCRETE MFR. - MANUFACTURER STL. - STEEL DBL. - DOUBLE 1. BARS SHALL BE ROLLED FROM NEW BILLET-STEEL CONFORMING TO ASTM A615, GRADE 60. EA. - EACH MIN. - MINIMUM T&G - TONGUE AND GROOVE 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 OR ASTM A497. ELEC. - ELECTRICAL M.P.H. - MILES PER HOUR TYP. - TYPICAL Project No.: W 3. DETAIL AND FABRICATE REINFORCING STEEL IN ACCORDANCE WITH "ACI DETAILING E.P.S. - EXPANDED POLYSTYRENE MTL. - METAL U.O.N. - UNLESS OTdERWISE NOTED IR-02 W_ MANUAL", PUBLICATION SP-66. NEO. - NEOPRENE VERT. - VERTICAL Z 4. REINFORCING STEEL. SHALL BE REVIEWED BY THE LOCAL BUILDING OFFICIAL PRIOR TO EXT. - EXTERIOR N.I.C. - NOT IN CONTRACT V.I.F. - VERIFY IN FIELD Seal/Signature: W F.D. - FLOOR DRAIN PLACING CONCRETE. O.C. - ON CENTER W/ - WITH FT.5. PROVIDE BARS AT CORNERS AND INTERSECTIONS OF THE SAME NUMBER AND SIZE AS GA - FEET O.D. - OUTSIDE DIAMETER W.C. - WATER CLOSET o GA. - GAUGE LONGITUDINAL BARS IN FOOTINGS GALV. - GALVANIZED OPP. - OPPOSITE WD. - WOOD N PLAS. LAM. - PLASTIC LAMINATE W.H. - WATER HEATERID cn E. GROUT GWB - GYPSUM WALL BOARD1.1 PLYWD. - PLYWOOD W/O - WITHOUT � N H. - HIGH P.S.F. - POUNDS PER SQUARE FOOT W.W.F. - WELDED WIRE FABRIC 1. PROVIDE NON-SHRINIK GROUT UNDER ALL COLUMN BASE PLATES OR BEAM BEARING PLATES. HORZ. - HORIZONTAL P.S.I. - POUNDS PER SQUARE INCHCr 2. NON-SHRINK GROUT SHALL CONFORM TO CORPS OF ENGINEERS SPECIFICATION CRD-C I.D. - INSIDE DIAMETER P.T. - PRESSURE TREATED 621. GROUT SHALL BE NON-METALLIC AND NON-STAINING. INSUL. - INSULATION REINF. - REINFORCING INT. - INTERIOR o L - LENGTH, LONG R.O. - ROUGH OPENING a LAV. - LAVATORY RUN. - RUNNER SHT. - SHEETS z SHTNG. - SHEATHING r 14 U) SIM. - SIMILAR a S-N-L - SNAP-N-LOCK S.M.S. - SHEET METAL SCREW Date: Scale: AS NOTED CL Drawing Title: rn GENERALSTRUCTURALNOTES ,T^ L J T N T N Drawing No.: 0 N T � 003000 d' T T ••,- 'rA•:• • ••`.'ry r.1un Ns.iaai.eu 3aSx 1 -- - - - WIWY 4 SITE PLAN INFORMATION NOTES COUNTY SUFFOLK LOT 90 TAX MAP NUMBER 1000-104-41 DRAWING ISSUE NO. DATE ISSUED FOR NUMBER OF FLOORS 2 1 05/03/2019 SOUTHOLD DOB REVIEW LOT AREA 4,5657 SQ.FT 2 09/25/2019 SOUTHOLD DOB REVIEW 2 3 10/15/2019 SOUTHOLD DOB FINAL SUBMISSION ALLOWABLE BUILDING COVERGE 228,285 SQ.FT 4 01/07/2022 SOUTHOLD BUILDING PERMIT EXISTING BUILDING COVERAGE 2918 SQ. FT OR 6% 5 5 PROPOSED BUILDING COVERAGE 3960 SQ.FT OR 8.6% N -76'-1 1/2" PROPOSED ACCESSORY STRUCTURE... 1042 SQ.FT OR 2.2% E 232'-4" ZONING R-40 ZONING MAP SUFFOLK COUNTY Eo°EaeP LANDMARK DESIGNATION NONE Pp TOWN TRUSTEES JURISDICTION NO QO J ` BUILDING HEIGHT 26 FT CONSTRUCTION CLASSIFICATION VB-CONBUSTIBLE OCCUPANCY USE GROUP R U- O \ z \ (n \ N69° �a9�, ��A NOTES: W �I ME ER 15-0, ALL ROOFS TO HAVE GUTTERS AND LEADERS TO CONTROL STORM WATER RUNOFF � I ,��„ ` THIS APPLICATION IS APPROVED ONLY FOR WORK .,ii+' INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL a �ePv�ME , " \\ , !,, .0 `� , �. OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON OR x GE° ,a" �s), .. C W TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. S r y,\ f4,b, ,/ - • G� P O w Consultants: a. /;�\/ v JEFiE�S�ON� NCO ? \ _ �_\ G° GN \�\O i O 3 E -13'-6" ti=Y _ z ??,0' s EOOOP N e c\NP RO Nv PG P� U \` \NG,5�0�O��M N GV�s1O�� NS0 \\ SSO F �� V Din \ \ UJ \ \ I G �- O I S Nie°� �' ' / / —� w .�° � \� � � Architect of Record: LL ISAAC - RAE N ��'°`_- l 11575 Main B ayvi ew Road Southold, NY 11971 z , \ k ` Contact; Isaac Clay N `!` \ v Coffey W � NYS LIC#039767 00 Q C N `3' T. 347-276-6093 E. clay@isaac-rae.com E282'-5" YProject: LL m I 90 STERLING RD O N -92'-2 1/2" W a t E 282'-5" CL frl 0 Project No.: a I = r w I R-02 I _ z I '15 Seal/Signature: W r -SO Apo, I f.lP_ C! I +Q? s i 'ACS o I \,i✓ra. c1 . O z1397 a I - of: t4 z �_ 1n W O J J a -173'-7 1/2" Date: Scale: -8'-10 1/2" AS NOTED Drawing Title: M SITE PLAN LO T N N PROPOSED SITE PLAN Drawing No.: N 1/16" = 1'-0" 0 ------------ N T T NOTES LIGHT AND AIR CALCULATIONS PLAN LEGEND CONSTRUCTION NOTES REQUIRED REQUIRED LIGHT VENTILATION 10% 5%OF ROOM PROVIDED PASS/FAIL KEY NOTE LEVEL ROOM# ROOM NAME SQFT WINDOW SIZE WINDOW COUNT OF ROOM SQFT PROVIDE LIGHT SOFT VENTILATION NEW CONSTRUCTION DRAWING ISSUE C-01 PROPOSED INTERIOR WALL WALL FRAMING 2X6 DOUGLAS FIR NO. DATE ISSUED FOR 42"X60" 1 6.5 SQFT 210 SQFT 3.25 SQFT 105 SQFT PASS 307 BATHROOM 65 210 SQFT — - — EXTENTS OF WORK :1 05/03/2019 SOUTHOLD DOB REVIEW 2ND 309 OPEN OFFICE SPACE 42"X60" 9 7.35 SQFT 1890 SOFT 36.75SQFT 945 SQFT PASS ------ FIRE RATED AREA C-02 DOOR HARDWARE TO BE COORDINATED WITH CLIENT 2 09/25/2019 SOUTHOLD DOB REVIEW 2 735 210 SQFT 3 10/15/2019 SOUTHOLD DOB FINAL SUBMISSION C-03 PROPOSED INTERIOR DOORS 4 01/07/2022 SOUTHOLD BUILDING PERMIT 5 C-04 PROPOSED EGRESS DOOR 6 C-05 PROPOSED 4" CONCRETE SLAB W.W.F 6X6 W1.4XW1.4 @ CENTER OF SLAB C-06 PROPOSED GARAGE DOOR C-07 PROPOSED WINDOWS C-08 PROPOSED STAIRS C-09 EGRESS PATH CU J J W 13:Q Q NYS ECC 2020 404.1 : LL LL 90% OR MORE OF PERMANENT FIXTURES TO HAVE TO HIGH EFFICACY LAMPS. O z O in A B C W z pqW OPEN CONTAGIOUS 3 I I I CONDITIONED SPACE BETWEEN THIS APPLICATION IS APPROVED ONLY FOR WORK EXISTING HOUSE PROPOSED ADDITION AND INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL J a. EXISTING HOUSE OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR x TO C W BE CONSIDERED AS EITHER BEING APPROVED OR IN P F — — — — — "3 ACCORDANCE WITH APPLICABLE CODES. ~ I STORAGE BENCH I STORAGE O � oC —� �+ z z It A A 200.00T1 -011 C A A-200.00 B C N W MUDROOM ,� Consultants: o p p0 I 312 1 o 3 w r n ' 0 J 21 -0 � 184 SF o OPEN CONTAGIOUS 3 CONDITIONED SPACE BETWEEN Z8'-9" 12'-3" PROPOSED ADDITION AND BENCH EXISTING HOUSE 0 U) 4 ° O 4 o I I I I -400.0 -400.0 UP POOL ATH U I I W BATHROOM I I I I 315 I a� 308 OPEN ABOVE 48 SF ,I W I Lu l I 6PE& 65 SF i - - — — — - - 1 — — - - — — 1 I — — — —141 1 0 Z - ----- O ^ ^ (V r C9 ,I I N Z 0 ~ C8 1 d- o Z I I ,' Cg �` '- I ,, � -' O I , C2 Architect of Record: c I SHEATHING / U ` I. _ g (SEE SCHEDULE), , o I STAGGER LAPS AS , ` ISAAC - R A E z I SHOWN I I 4 5 -- - ---....._ _.L. _ -- - _..... - ---- - - 2 --- - - - - - 2 -- - 1 - - - - - �� --- -� - - C6 2 11575 Main Bayview Road – – – – CID 21 _Orr Southold, NY 11971 Z – – – – C7lo / ol W S V Contact; Isaac Clay Coffey Z 7"/1 0„ 7„/V-0" C5jJ NYS LIC#039767 _ — FIRE RATED ci PERIMETER U% �� T. 347-276-6093 E. clay@isaac-rae.com I I BLOCKING AS REQD. 1 — — — — SEE SCHEDULE II I - - - - I I I O = - - PEN OFFICE SPACE A-200.0 4 = I 2 CAR GARAGE 41 O W i o p - 1 1 0 0 Project: a C'3 – = _ ,' C7 309 '� d 302 1111 � o J J I •I _ .� _. ' I = _ _ � 1 735 SF ti � � � 725 SF T � 90 STERLING RD Z 0r. -- ' 1 200.00 U 1 -200.00 II I Q 1 -200.00 = — . . IL CY) It FLLI -- U • – –• II – – C5 1 W W U) — •� — — — M Project No.: W w I •I -_ ._ _• = = 1 I I 1 I R-02 a UJ I r7�' �� I I Seal/Signature: gq�� a.,!� rW .I p 2 Urs codc o Apt4.5'f INTERMEDIATE NAILING G o SEE SCHEDULE 1 ! ` 1 , N N z O W _ -� r o '� M w I LO 1) � z x o I I I I LO C7 I C7 i r c� fl3976� 4� N I I I I C8 1 I T- "'�,*�� -� C6 F 14 o II a I I I I C8 C8 bo I I I I I Date: Scale: AS NOTED —7F +4— V--(:"_ 4 _ , - -- 4 Drawing Title: a ` ` PROPOSED GARAGE PLANS J r� ' J ' J ' — J 21r-0 r 21'-0" LO T N N I Drawing No.: 2 2 2 NA-200.00 A-200.00 A-200.00 T n ROOF PLAN LEVEL 2 n LEVEL 1 FLOOR PLAN U 1/4" = 1'-0" 1/4" = 1'-0" 1/4" 1'-0" A � i ■ REFLECTED CEILING PLAN LEGEND NOTES 0 RECESSED DOWNLIGHT LIGHT SWITCH TECH 41GHTING GARAGE LIGHTING O PENDANT LIGHT DRAWING ISSUE Aga\` Trxl.ELE�MF',NT t taut iafiz«.tRit d t G1 ^..4 r iitii:4 ovf rs NO. DATE ISSUED FOR 'tR?'al�"3t'`�SEi3t a 1d&ornr>>"e rj�iai s'pecificationq on nogro''.st fa�,r hi,i P1 Z 05/03/2019 SOUTHOLD DOB REVIEW pot irnar. 'and tv,,IELEM rt,4T En ra i e ea,3 y fps G:tw'nI i acre with is l.'i"`,S't"iple',(e fi�,M urf,Set t h, it 2 09/25/2019 SOUTHOLD DOB REVIEW 2 offQes ftxiti idty without an owe.a`wIxNlrong i;. isf onnra.Erttra 1-50 G+z {.cow Output,with 4 ar @SmtT1� raft i a' JnCl Incl�se'20".4Q, �r'ei+ 1 3 Sr11C'bh�t��e�i�l optics'with 10/15/2019 SOUTHOLD DOB FINAL SUBMISSION tli"it`td+STtzrtt (?o,tilt;35q,r_,at itinr* mat•"g,!•^'t or {Pr1cttS."ties,altid r*Vtib,ff,3und*.•r vi'-cmrv,; lia4 01/07/2022 SOUTHOLD BUILDING PERMIT boveie 04ie-t al't t,;i"w in'Siit=e'arand a oafntak),!'°xesftlo fini`: ,Rfr?,OC.,Oel In"t:1f0ttion ahe-o vAi° k k:, 5 e�„t :5 rii tfc=r t r err cI tr:ri ops ik nrm. REFLECTED CEILING PLAN NOTES 6 • H*t-aiming(300 tilt;3531 rotation) • T-lanoodorFinng0essCeillogApp"ra"o 1. FIRE RATED CEILING BOXES TO BE PROVIDED AT ALL PENETRATION IN FIRE RATED R s2 optical controls��ucs(aititt�i�c�� CEILING, INCLUDING BUT NOT LIMITED TO RECESSED LIGHTING. • Wa or*r 01mming Mn*1800K 2. [402.4.5] IC-RATED RECESSED LIGHTING FIXTURES SEALED AT HOUSING/INTERIOR . -3-stap rbinning FINISH AND LABELED TO INDICATE 52.0 CFM LEAKAGE AT 75 PA. SPECIFICATIONS REQUIREMENT RESOLUTION 3) [ [403.1.1] PROGRAMMABLE THERMOSTATS INSTALLED FOR CONTROL OF PRIMARY HEATING AND COOLING SYSTEMS AND INITIALLY SET BY MANUFACTURER C URER TO CODE DULMO$DL7AW tilt " _ 7f°,C SPECIFICATIONS. cU 4) [403.6.1] ALL MECHANICAL VENTILATION SYSTEM FANS NOT PART OF TESTED AND LISTED HVAC EQUIPMENT MEET EFFICACY AND AIR FLOW LIMITS PER TABLE R403.6.1. �gfrirxr*r ra e� �a �� .> il J W CBS J Q RSAt N rt^Ttivsz azgar:,azsr�e:.a�;a�t>�€xan�.s�:ermrrsa.��at�: �tsnr�tx-s�ta�;1 U. Ct�r:f7!tG ?s'•°Sf$i�tr;14T $star! One 'inkssss�@ rias _..... N L•!S>ir.�'4ySS* itanaiaad P64'a and 01115W aSn'a.naa^seS S.km"W q%I ••x'�• N tPCStR`f9Swa &'Y' td*wrmra€a..Ra,snsiswar�e�.e��.a.. paaaxtia» fla3s •3'�at�aC#azarzR •;�;aar: •: •�• .•N: ..�. , '• e�a ,;.� 4.;a.0:»: ,fig>4 at i': Wa,: .. , . (L ami I �dt35r&R1rY77 — — — — W ICEPUNG dPPF.s>WAAft:E rSRwrSr+.<�#>tr�*Besst�a+H+de?+i?avr�rdxnfltaT°tc lt+:'IlndE this&nc�.s'4 .> ,..•`�t's:• <. : .,,..r,:>?,.....��'<'.,•: .'.�:.,.:, £F'aSSNGF1FirTa. ,4' 4";^t*4saagwyaraa'S 3 kR`iJll¢il'd&; if ll& .aha,(;,trx�y�a i€Irnaa re€�'naaaal to a�iesft�aprap inml€naatm+.:a a. THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL F- Wiw; et:Rina<ygieastie•ca`a�ia�d ah*aS J e CNa�'rR.Ca6'<7!!L°°3' Yxrvxe.Gicdastw=s=r=r:arae /� A-200.00 /� � A B A I A-200.00 � ---------- I x faCvl°t t;+asat" si:�a�rar o9s ---_ _ OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR W Tr's 51 J>«e Sralmahs.p — — ROVED OR IN W TO BE CONSIDERED AS EITHER BEING APP _ r:tmsan�€r€ tt ev �t.€aa. a .�aa. we�aawzrt�,.r.- 3 ~ Bty:st a CtCJSiatt Grt Rtaa C,yarSasa 8t�= D!aw•itf'EEC20P) 3 i— �csartla?�ma.�as 1 11 1 11 , .' A caLACCORDANCE WITH APPLICABLE CODES 2-6 5-0 5-0„ �- 5'-0” �- 2v-611 isn kartri t k 3'-0" 5'-0 1/2" 5'-0" 31.011 1&001 4 lei F "G:,t�it",lJRsa»P9 fs4.r<!."$� [A�'IRYiI•aAap. dlhsglte^�cc vsta: c eu^c»r t'}ti41c°r5t ,dt�:•ti>a4t'rt Rae e:4:crxiea8'a\,"tat;<k?\FYtR•i�. —.—_— _. ............ .......... .._.___ ._.__..__ .. — ragl�fRe:iw�Eraaeet 7aFekta'�:a a.�€ama�aa aa'e a.,aar v2e,F .... __—. _ __ O Consultants: fi 0 ("� = P W -400.0 I �� _C° - 51-211 o I — I --------- ----------- Z _- I\ N I I -------- Z — — — I F FA—] 0 A A A I F techINhUnig.corn to z Q W U 0 co I I I CL a — — — — — z J W ."t � Affordable wrap fixture available in ft {2 V d ft modelsf I i z I I I u7 z - Replaces single-lar p and 2-lamp—M for up to � � ��, 1 Architect of Record: co 50% energ ISAAC — RAE Z •All models are XC listed •Through wiringfor end-to-end connection 11575 Main Bayview Road Z -Two mounting options- surface car chain (wit v- oca ) Southold, NY 11971 r - Battery backup available �� i Contact; Isaac Clay Coffey z -Available with cti� -Instali d xi htei u ",Controller NYS LIC#039767 T. 347-276-6093 E. clay@isaac-rae.com a. 00 7777 I ir,7 <1-2:00]00 I ( I I I <K-20]000 IJ 3. , •dee a "�'".°�>' — — — W Project: n,> i LL a - - - — — - - - - - - ,� 90 STERLING RD ©I, I o rL W I I T I Project No.: W Prismatic wrap ar�+tJ id ergs fior < Use the T}jrOta�h 4��I ing t it tra Can� su a�� a�ir�tede I I I Cn i I R-02 l h Ming I 1 a smooth light d7stribution c onnim multiple GUS JFK fixtures mounted to a standard junction bo l' Seal/Signature: z W for quick eoo y ro,,%,mounting or boy,or with chains(with0)wik f I daisy chaining., I I I I I I I I =g . �' — -� 9,SD Afir li' 6' 011- 8',0" 61-011 �. Zied-rpac€ak�l Iris rU „J�c � tand��d a� itFr �rilalke with factory-Installed itltr'Id -- -- -- - - T O� �, _ - - - - 4 - - - - -- - - - - v—, 0-19Vdil�ming i"igho,cloud”controller — — — — — — —. _ _ _._._._.__...__.._.-__........_.._..._....._.___..._.._.__._....._...._._._ _._ _ Q51_11 41-611 51_11 18'-5" 11-711 2 2 Date: Scale: AS NOTED n A-200.00 A-200.00 Drawing Title: � 1 � 1 RCP AND ELECTRICAL PLANS 'T^ Y J T N T tti LEVEL 2 RCP AND ELECTRICAL PLAN n LEVEL 1 RCP AND ELECTRICAL PLAN Drawing No.: o ��1/4" = 1'-0" 1 1/411 = 1'-0" N T . r.a-..•.••a'--.ilwLLnit,ddetai:i•.tt4.K"+wuua...�iwL�l...•r...�. . .. ", .. - - �. . � � 77'- NOTES 4 3 2 1 0 C B A A B C DRAWING ISSUE NO. DATE ISSUED FOR d»Pa I ( I 1 05/03/2019 SOUTHOLD DOB REVIEW 2 09/25/2019 SOUTHOLD DOB REVIEW 2 j I I I j I I I I I 3 10/15/2019 SOUTHOLD DOB FINAL SUBMISSION AHU ! 4 01/07/2022 SOUTHLD BUILDING PERMIT O i I I I I 5 6 i I i I I IL E I I I ! I I I I I ............ I ; ( i \ \ I I i ............................................ ........... ................ ... ....... jI I ............................................. L J 'LLLJ1I i I I 1T�w�JFaiHazIUvOOxFEWQrZNQZJVY�WQzwxNNwNgVaO=xo�^,- Ii ! i!I• 4; _•.3 \ asIIiI !!i ��!♦I';Ii A i i!ijII( n'�,I�!! E;!,1 1 ELII� EVA� T�AJI!IA O 2 I�III III n1!jI, IiIi;;1iI iIiIII A%Ij I; \ ............_.............................. . 00 N zNto ........ .................... ..��.j...S:.... �.. .......-...............-.._....`.._.-..Wd .......... W .. .__.......... E E .. . .- .... Aoil THIS AP P LI�C A TtiI O' N IS �APPROVED \ /VONLY , , F O► R W OR K INDICATED ON THE APPLICATION SPECIFICATION S HEE T . AL L I AC OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR w CONDENSOR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES Consultants: o_D SECTION 2 EXTERIOR ELEVATION 3z U1/4 - 1'-0"OwOxaWOZWMOo Architect of Record: 0 ISAAC RAE 0 3 11575 Main Bayview Road 4 3 2 Southold, NY 11971 Z Contact; Isaac Clay Coffey U NYS LIC#039767 T. 347-276-6093 E. clay@isaac-rae.com JJ Project: 90 STERLING RD OW Project No.: IR-02 Seal/Signature: A � � ...... .................... O 0 -970,197 z OF 14 Date: Scale: EXTERIOR ELEVATION 4 EXTERIOR ELEVATION 1 AS NOTED 1/4" = 1'-0" Drawing Title:EXTERIOR ELEVATIONS 0')co SECTION LEGENDN Drawing No.: NN •m®emmmmm THERMAL ENVELOPE AM 00 A kin U NA � mum 31-61 EXTERIOR DOOR TYPE INTERIOR DOOR TYPE CONSTRUCTION NOTES NOTES T1 - EXTERIOR RATED SOLID COFE WOOD BARN DOORS T2- 1 3/4"WOOD SOLID COORE FLUSH SWING DOOR KEY NOTE C-01 CEDAR SHINGLE ROOFING C-02 CUSTOM CUPOLA EXTERIOR DOOR HARDWARE INTERIOR DOOR HARDWARE c-03 BOARD&BATTEN SIDDING DRAWING ISSUE H1 - FLAT TRACK FOR SLIDING BI-PARTING BARN DOOR H4- BALDWIN ESTATE LEVER MODEL TBD W/PASSAGE FUNCTION c-04 WALL PLUMBING VENTS o \` H2-ANGLED IRON BARN DOOR HANDLE H5- BALDWIN ESTATE LEVER MODEL TBD W/PRIVACY FUNCTION C-05 LIGHTING FIXTURE NO. DATE ISSUED FOR LO H3- BARN DOOR LATCH & LOCK SYSTEM W/KEY ENTRY FRONT&THUMB BACK LOCK H6- BALDWIN HINGES C-06 BI PASS BARN DOORS 1 05/03/2019 SOUTHOLD DOB REVIEW FUNCTION H7- BALDWIN IN FLOOR BUMPER 4505 c-07 BI PASS BARN DOOR HARDWARE 2 09/25/2019 SOUTHOLD DOB REVIEW 2 i A 201 0 C-08 1 1/2"DIA.STEEL HANDRAIL 3 10/15/2019 SOUTHOLD DOB FINAL SUBMISSION C-09 STONE HEADER 4 01/07/2022 SOUTHOLD BUILDING PERMIT 5 r 6 TYPE A Door Schedule -, Count Family and Type Height Width MANUFACTURER Model IL WINDOW LEGEND 1 Door-Opening: 8' x 8' 0" 16'-0" IN - 1'-0" 8'-0" 8'-0" 1 Door-Opening: 9'WIDE 0" 9'-0" 1 Doors 4: Doors 1 CLOPAY RESERVE®WOOD MODERN 1 Doors 5: Doors 1 CLOPAY RESERVE@ WOOD 3'-0" 2'-10" 3'-0" MODERN W 1 Doors 3: Doors 1 CLOPAY RESERVE®WOOD TYPE COUNT# _ MODERN 00 1 Single_Door_Glass 252: 36" x 7'-0" 3'-0" ILL DOOR A 2 84„ O O Z ' ' ' — N DOOR B 2 0 CD CD , Cr) 1 Single_Door_Glass_252: 36" x 7'-0" 3'-0" U) DOOR C 1 - —1 8411 W DOOR D 2 W 1 Door-Opening: 4' x 8' 0" 4'-0" w TOTAL 7 \ \ \ \ \ 1 Door-Opening: 3'X7' 0" 3'-0" 3 1 Single-Flush: 34 X 84 71-011 21-1011 THIS APPLICATION IS APPROVED ONLY FOR WORK Q' " " 1 11 DOOR D 16'-0" 1 Single-Flush: 34" X 84" 7'-0" 2'-10" INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL a DOOR A DOOR B DOOR C OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN W 1 Door-Curtain-Wall-Single-Glass le-G lass: 7-5 3 -O ACCORDANCE WITH APPLICABLE CODES. W O Window Schedule Count Family and Type Mark Width Height Manufacturer Operation U-Factor Consultants: 0 0 12 Window-Casement-Integrity-Wood_Ultrexl : A 3'-5" 5'-0" Marvin Operable .27 3 DOOR SCHEDULE n BARN DOOR SCHEDULE ICA3756E 4 z 1/4" = 1'-0" 1/4" = V-0„ r= IBC 2015 NOTES FOR HORIZONTAL SLIDING DOORS 0 1010.1.4.3 Special Purpose Horizontal Sliding,Accordion or Folding Doors U o In other than Group H occupancies, special purpose horizontal sliding, accordion or folding door assemblies permitted to be a component of a means of egress in accordance with Exception 6 to Section 1010.1.2 shall comply with all of the following criteria: 0 i ' ' 11.E T�d, cp41ctlt ±Mhvi1 1.The doors shall be power operated and shall be capable of being operated manually in the event of power failure. CL why,, t� W > Y h 2.The doors shall be openable by a simple method from both sides without special knowledge or effort. utions o NTEVIF"'N "A I t � � \u 61+`it •` 3.The force required to operate the door shall not exceed 30 pounds (133 N)to set the door in motion and 15 pounds (67 N) to close the door or open Z it to the minimum required width. w i r 4.The door shall be openable with a force not to exceed 15 pounds (67 N)when a force of 250 pounds(1100 N) is applied perpendicular to the door a � � '� C �r � � TE�CINAL S 'EI+ ATIONS adjacent to the operating device. o . Z E1e`v_ f 6 e6�i�t`: 5.The door assembly shall comply with the applicable fire protection rating and,where rated, shall be self-closing or automatic closing by smoke Architect of Record: 0 detection in accordance with Section 716.5.9.3, shall be installed in accordance with NFPA 80 and shall comply with Section 716. 6. The door - a a ror ft r 44a �vr wood Oonstnict� t%viih olystyrrone hnsutat 1 ,`r 0,5 v ,.a, � _ � � �'' assembly shall have an integrated standby power supply. 7. The door assembly power supply shall be electrically supervised. 8. The door shall open .ir :b antill enorcn offi nt door. R-va%ie -9 - _.- 0 L 1 FAT l T a._ �,�� _.-�. _�. . . _ ._ ��__ �� _ ..� .,� �ro_....._ ..... � _ _. ._ �. � w�,_- .... to the minimum required width within 10 seconds after activation of the operating device. — RAE ISAAC R Z ft Built vAth a sleok COntEpora end oMmeni#nt urvfa=d-acting oiler, ti�1. �� IOOt�E RESs�tU0� _ Offsat 0hdmv modafs feaWro riMyof t and long wird.-A,. p"' � <"�� SIN' 75 Main Bayview Road � � � 1�}n.'�•that �a'i�Soa��'� o e surds with al ae tom r glaIW��I glass options include frosty Ert€��g��rf�l�l�tic�r� '�'" � Southold, NY 11971 a and obure-Soo page _ <..._., ...._ .,.._. . _ � ��..__. __r. __. __ ... _ .: �... �� _. _. - . _. IN ActAnt Strip dots f taro Cort ljus�aluminum n of strips to prmoide a �� Contact; Isaac Clay Coffey Z f auuiful ntr i of rri,-AwlBls.Tho-r� It is a I that is modam 0s wall o.v -nt.. NYS LIC#039767 tioavy-duty hinges, tunas and track pr le��►ooth, .,iet, long-astir o rnti . I � � Elev t C&s6I�b6t,. T. 347-276-6093 E. clay@isaac-rae.com WA � � IT Vinyl win athemeal with "ion l Itr til urt �s� ski r 1ta.1�It hiss l thA elernpnt_s and protect the batt n 04th door. �N�FtG°� C�11�,� 0' SHGC -•�>T ENERGY STAR All doors,o factory pri d, fi ..?tied paired b"�'tir t 7y tair fit. �A TEOtt„ Cr Sao; os 40-4 €Iy staining dation ustom stFsirt and paint Col s also .ca ble. :: Insulated G1 m, - Lt's -Atgo t LS " + .4 N. hal , , Project: 3 �► ori. r standalyd With spalde lift lharWtas and stop pl to. Optionat elurninu m grip O 44. � Insulated_Glass-Lour E3-Arg -SDLN <V 0.27 '01 0-42 N.NC,sci S 90 STERLING RD " handle and additil:nol d t�Teti4 lha�rdwiro shown or) g. °C tris�t ter fiecf �rt .,. �, ,s IY< ►�°9+a`r L 'rf+' �S r Insulae Glass -Lona EB-Argon 0.27 020 0.46 lel, NC, SC,S a.0 0- W Insulated Gla5s-Low E3.'Argon -`GRG 0,27 016 0,4 N! NC, , S _ _....,. ,....._........ ...._..._._..._._....._...,_ ....."._..._..._...,.,._"....-_....,..._._<..._._.._.,..,.__.__. .__._.....__:._.. .. ......... _-.._._,..._..,...... Project No.: W - Insulated Glass-Low E3-Air :0.30 0.20 0.46 NC,SC; I R-02 \: a.^ Z trttrl�ted Glass- Low E ►'�Ir-� .�0 s l��3 K�.4 N � a I i € '� � Seal/Signature: _ g >_. Irtsl.11ltted Glass-L�1a� E3 'r-SD'L9<�" 0-30 O 2 N S� S 2 ,.^�:;:: ,•�>..,.., t'a<\mss>a=,>s,, m�<a?r ._, " .. .. :. ..,..:... .r„ ..\•: � �..n po :,` a >i ,rf' In L11 te4i t`a vc� E Air- 1 iz a : ,.�:,R ^".fie... i:v..... .. a _ , r u.. r , az «,<�,,,:s=�< A�a .. =y. , ,:: .:,�rA. � �: :" .�.�. .<•_,:_', Insulated ltd�� Lo E Argon Si�L '�”` � �' >�,�7 �.4E' ��l«N� � r a ! �► k. ,> Q $ sem:•. , • l q • wA,., �'. -..r'3 � ^. ,. .S:'>:o-.'.�4'i<x•.wg .. ;: ,.`iY, � low Y - _•a»..:.°,� ... amu= tn ■ 1A F . ,. .•,.';ate > Insulated Glass-Low >r2 -Al St�LIa1 1 :0 31 ;0,26 # �? O 0 in \.. .Fa^ 9 \. a't' 3 3. a k �+. N �<. : . Ir�suill�I:e �IeSs L��a E� � �t�' +g.�� {?�� OI.g1 ,IW,NC .,., `ate .•mac.: _ 'L 4 O .> IIQ } „a ..,....,.,... Insulated ed+LSI rtav E� r �n -�� rt t a��- L - "0.�1 "r�.��' '+l�_46 g N.N� 8 , r \. \ o \ Insulated Glass, -A L rrsuId da' a. - L1 E2 +ori - A �.2 t?. 7 t IE lel.N a , 3 C3 f 7 Z 9 9 _ a: ar , i < ae Q .�:.. .\ o\ yap wtw w,. \\\_ mr, ,roa„� a. aas. g•a v a -. tie« ;b ..w s ,, r... ^. .\... „ \.a .,:..o\\>•\'i.>>a ,: �f "e b zIrlaP« t 0 £ so, iim ,< Insulated CI��s N�TI�' Air 0,43 N s. . .\_. ,r ::' h # £ b e, o � . �..• �� Insulated SIB None ,�Fl�' �� <O 43 �'�Efi O S3 ;•.\. c' a ak "< t" ..�. ,.. '::� \, Ir�sLrl�ted�GI��- N��-Air�' �t�L� � O 43 >O 51 \:. `�c ,e .,.. <...> ,>• �. .�:<._; ...,a•.\.:��c:� ,>.:.\cam:' ..•ei 'i`::i l Irtsui€°t.�� ato`n�-Air- 13L1� 1 \, Date: ,\ � �• ..f< ,\. r:,:�.. "�>:.A.:-..<_ _ - ... ... Scale: :. , AS NOTE :....ate\.:\...>.:>:,.�\\.\>:o..�.._. ., s..., y•" ,r .�\,. .,\,.,\ Insulated to crav E r \,. R 41 Glass �... „".,<a•>,:<.<_,.\.�....,_>,.>�.a.,...., „ . <-'.•.�.�,.�; >< � . '�:>,._��.�:<;:;:.� ,� ��. �.:<�,��><;:.��,•,- .. DrawingTitle. a x \ YI '^ ... \....",a•: .,sae. P,\\�e>.. ..\` i',::. ,. .u.. x.»•., i' .�,3`e \.M'.< 9 DOOR AND W INDOW SCHEDULE T =..a .e ls7 \. .•:................. .,.. ,.<a:,,. , \. ,.> �,�fW�''�.R'f�grl�il.i�P41FbQC:�lI'1i3� ik�1i$� Ilfi't1dPYfi+�{IB.t! <a. N Drawing No.: 0 N T T NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 05/03/2019 SOUTHOLD DOB REVIEW 2 09/25/2019 SOUTHOLD DOB REVIEW 2 3 10/15/2019 SOUTHOLD DOB FINAL SUBMISSION 4 01/07/2022 SOUTHOLD BUILDING PERMIT 5 6 22'-6" J W do 2'-8" 18'-0" 1'-10" Q 004. w_ LL 0 (n V A -2 0.0 4 W A 200.o C A B C a. z W THIS APPLICATION IS APPROVED ONLY FOR WORK 1 -4 2 x 0 T. .I I �� INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL 4"CONCRETE SLAB w/ _ _ x RO F R FTE _ I I I I A-200.00 W.W.F. 6x6 W1.4 x I Z`O OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR ' TO BE CONSIDERED AS EITHER BEING APPROVED OR IN TYP•• W1'4 ACCORDANCE WITH APPLICABLE CODES. W 20-611 = I I DO I O ER 4"COMPACTED D 21 I A. 3 I I W 1 X30 — — 0 Consultants: Ate. — — — t — — — — — — o - = — — — — — — — 6 I 12 30 6x6 4 i o T — I — — TIM U R TIMBERCOLUMN -400. •.- z � C.0 Zo U o - - - W 1 �! W Hi�I H1 II 0 z l W 0 8 1 COLUMN j j Architect of Record: 10'-3" ' 1 AA 0 I I S C - RAE W8X2 ' ll ' ' I I °' 11575 Main Bayview Road 1— ! c'7 co - _ I I n Southold, NY 11971 z H1 ILL N N III 1 1 a i O I ~ O BEAM ABOVE GARGE DOOR = II UJ ro j 4"CONCRET SLAB w/ NYS LIC#039767Contact; Isaac ay Coffey a I r @j I H1 �, o(�j X 11 W.W.F. 6x6 W1.4 x W1.4 a0 i j ? r I I OVER 4"COMPACTED A.B.C. 1 �� I I ° - I I CO T. 347-276-6093 E. clay@isaac-rae.com I ' J N a " III ,- I ••- III 1 -200.00 i l , I ., � II - 1 I • i l � ' ll W I I 11 Project: Y � 3 W8X21 I I I I ii o LL I 1I co 90 STERLING RD II W W l I 1 COLUMN 0 2 I 2 1 3 1 _ 200.0 Project No.: W H1 I I �H1 IR-02 z W _ I �� Seal/Signature: W � I Ii I I I I N o p `f' oo co .� ARC @) I T I I X cn co I I I T ti fit.AY A D T 0 3 3 3 -200.0 -200.0 -200.0 'C W _ _ o zT 1"- �-• Q C-0 N r _ H1 H1 • - �- - - - 4 = _ , - - `� H1 H1 W 6x6 , . • ,. cV TIMBER a COLUMN 101-011 0'-0" 2'-6" 101-011 V V � Date: Scale: � -200.0 221-611 � AS NOTED Drawing Title: STRUCTURAL PLANS T^ L'J T N ROOF FRAMING PLAN n LEVEL 2 FRAMING PLAN FOUNDATION PLAN T N 2 1/4" = 1'-0" 1/4" = 1'-0" 3 1/4" = V-0" Drawing No.: 0 N T NOTES 0 1 2 2 — c��U ,\' \_`. _.CSU--��-- 1<.I�I�'-1 IIIIII�r—�/�\—-IIIIII��VJ'\c.—IIIII IIII c —IcIIIIIIIII c—IIII'I 1II vc IIIIIIIII�Vc�cIIIIIIII 1 IIIIIIII'�— IIIIIIII cIIIIIIII J IpIIIII II II IIIIII c c IIIIII v-30IIIIyIIII 0�.0ca aIIIIII IIII cs. 1c ItIlI c cIIIIII II III� �)4,a IIIIIII <c IIIIIIII IcIIII.III 1. uIIIII IIII c. vIIIIIIIIII °c. cIIIIIIII IIIIIIIII v I�VII1I I III IIIIIII IIIIIIIIIII � _IIIII III t'e vIIIIIIII v IIIIjIIIII cI IIIIIIIII IIIIIIIIII =��I IIIII c r�aIIIII IIII 4 -200.0 3 -200.0 LIIIII II- � 20000 °�IIIltIIA a o nIIIII IIII _—InunIIII IInIII IIII 3 7cnIIInI III o I i--aIIIIIIIIIII c—I IIIIIIIIIII c a A—cIIaaIIII I—c III1IIII1 I c IfnIIII—IlII_ II I2 -200.0 -200 IIuIII IIII I.0 T.O. RDGE I --InInI II IIIIIIIIIIII—IIIIST IIII IIIIIIII IIIIII IIII _IIIIIII—`IIII Hoa1 0 I InIIn II— —IIu1I I1I I I InnIIII —InIII III I I--cIIII-3 IIIIIIIIIIII I InnIII—II cInIIIIIIo III�I—c InIIIIII—1 IIIauI_—II "\I I1nII1II I - �I- w1 III1111IIkI•px Il'_IIII 1 I 111 101 DDAR T DRAWING RAWING ISSUE 25-2NISSUED FOR O R B.O. RIDGE BEAM 2 Si 23'-2" 34 I -400 5678 � � � , � - - A � � -w- -w- --v u212-u- -f — u— u u — u— �cq u.— u ROOF PLAN 9 17-11 H3 17-11 H2x1 12 TYP. TYP.6 _ N0. REVISION 0 Sim 1 — TREAD - 10" 2 -400.0 1 1 3/411 7/8 JI Joist RISER-7 1/2" 3 LEVEL 2 LEVEL2 4 10-2 6 1 3/411 7/8 TJI Joist 7W12X35 8L J H1 910 12 THIS APPLICATION IS APPROVED ONLY FOR WORK T.O CON. WALL INDICATED ON THE APPLICATION SPECIFICATION S H EET . AL L 81' TO BE OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,ORW8X21W8X21 ' CONSIDERED PROVED OR IN13:1 N ACCORDANCE WITH APPLICABLE CODES. -GROUND FLOORGROUND FLOOR0„a Architect: T.O. FOOTING II I I .0. FOOTING ISAAC — RAE -310 60—.0 I — I I _—_ — - —_- — 1 -1--__,BiIiIIIIII1IIII-IIIIIlI —IiIllIIIIIIII 1 I — I — (-- I, , _I)I III �I I A II1IIII I 1 I I -I I --- I I I _—I__—I ---1 0—III I II_ — III —I _II _ II— I _I - - - - - - 37 No ble S t reet Sim — Brooklyn, NY 11222— 4Contact; Peter Store y T. 617-824-0810 E. p eterQ isaac-ra e.com STRUCTTURAL SECTION 1 STRUCTTURAL SECTION 2 C 4 -200. 200. 1 4 -200. 200.0T.O. RIDGEI Si 25'-2 1/2" T.O. RIDGE 3Sim 25':-2 1/2" -300.0 O. DGBEM �B.ORDGBE2M 6x6 TIMBER SECOND FLOOR AH U CEILING 18'-2 1/2" 3 2 TYP. Project: 90 STERLING RDI = Sim -300.0 Project No.: R-02Sim VLEEL 2 610 2 LEVEL Seal/Signature:4000 W12X35 TYP. W8X21 T.0 CON. WALL 8„ GROUND FLOOR GROUND FLOOR0 T.O. FOOTING -4'-0" mo " = _I I T.O. FOOTING Date: Scale: -4'-0" 10/04/2021 AS NOTED Drawing Title: STRUCTURAL SECTIONS L J-J ill 1-5 STRUCTTURAL SECTION 3 STRUCTTURAL SECTION 4 Drawing No.: 1/41 -0 1/4" = 1'-0" Author zz NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 05/03/2019 SOUTHOLD DOB REVIEW 2 09/25/2019 SOUTHOLD DOB REVIEW 2 3 10/15/2019 SOUTHOLD DOB FINAL SUBMISSION SEE ARCHITECTURAL SEE ARCHITECTURAL 4 01/07/2022 SOUTHOLD BUILDING PERMIT FOR ROOFING FOR ROOFING 5 6 PLYWOOD SHEATHING, PLYWOOD SHEATHING, 5EE SCHEDULE 5EE SCHEDULE FACE NAIL EA. J015T TO RAFTER w/ (4) 8d CONT. FLASHING CONT. FLASHING 2x RAFTERS, 5EE w/ DRIP EDGE w/ DRIP EDGE W FRAMING PLAN 2x RAFTERS, SEE FRAMING PLAN PLYWOOD SHEATHING;SEE SCHEDULE 0 / GUTTER \ zGUTTER o 0 0 ° 2x SOLID BLOCKING SHINGLES; SEE SCHEDULE cn 2x SOLID BLOCKING FOR FINISH BETWEEN RAFTERS AND BETWEEN RAFTERS TYP. a CEILING JOISTS TYP. 51MP50N SEE ARCHITECTURAL W 2x CEILING JOISTS, SEE H2.5 TYP. ! FOR ROOFING FASCIA BOARD, SEE 3 FASCIA BOARD, SEE FRAMING PLAN ARCHITECTURAL ARCHITECTURAL i THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL 51MP50N H2.5 TYP. OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR x (2) 2x 10 TOP PLATE TO BE CONSIDERED AS EITHER BEING APPROVED OR IN W (2) 2x 10 TOP PLATE EXTERIOR SIDING, SEE ACCORDANCE WITH APPLICABLE CODES. ARCHITECTURAL 0 0 EXTERIOR SIDING, 5EE \ 3 ARCHITEC--URAL 2x 10 STUDS @ I G" O.C. 2x 10 STUDS @ I G" O.C. Consultants: a. O W J O 2 2x12 TIMBER JOISTS , Z SEE FRAMING PLAN 2x12 RIDGE BEAM, N SEE FRAMING PLAN z O o RAFTERS AND CEILING JOISTS TO RAFTER w/ INSET GUTTER TO FRAME W WALLF RAMING WALL 3 ROOF FRAMING 1 2 1 I = 1'-0" 1" = 1'-0" 0 1,. = 1'-0" 0 n. W W- 0 H O z W w O Q D O Z Architect of Record: 0 ISAAC - RAE 0 Z 11575 Main Bayview Road Southold, NY 11971 a Contact; Isaac Clay Coffey UJ NYS LIC#039767 U Q Z U T. 347-276-6093 E. clay@isaac-rae.com J J J J Q (2) 2x6 CONTINUOUS TOP (2) 2x6 CONTINUOUS TOP PLATE PLATE Project: w a 90 STERLING RD LL O W o CUT EXIST. STUDS TO 2x6 2x6 CRIPPLES @ 16"O.C. a CRIPPLES @ 16"O.C. Project No.: 2x6 PLATE — 2x6 PLATE IR-02 w a 2x6 STIUDS @ 16"O.C. 2x6 STUDS @ 16"O.C. Seal/Signature: z Ir W SIMPSON LSTA24 EA. SIDE 2x6 KING STUD EA. SIDE x 2x6 KING STUD EA. SIDE 0 Wfl fiery . W �° 'T w WOOD HEADER, SEE WOOD HEADER, SEE FRAMING PLAN FRAMING PLAN U) (2) 2x6 TRIMMERS (2) 2x6 TRIMMERS 0 16d @ 12"O.C. - 16d @ 12"O.C. - . STAGGERED EA. FACE STAGGERED EA. FACE .0397rt 0 a 2x6 SILL �' .O t4E�y (n z U V) W -- CUT EXIST. STUDS TO 2x6 a CRIPPLES @ 16"O.C. 2x6 SOLE PLATE Date: Scale: AS NOTED Drawing Title: LOAD BEARING HEADER @ DOOR LOAD BEARING HEADER @ WINDOW STRUCTURAL DETAILS OPENING OPENING U') 5 1/411 = 1'-0" 6 1/41' = 1'-0,. N T Drawing No.: N N O NJ N \ T T rta — --11I Nil 71, NOTES BLOCKING AS REQUIRED 1/2" 10" DRAWING ISSUE __ N0. DATE ISSUED FOR 8 1 05/03/2019 SOUTHOLD DOB REVIEW 00, - 1 1/2" 2 09/25/2019 SOUTHOLD DOB REVIEW 2 III _ SHEAR FL.3/8"x 4"x 9"w/(3) 13/I G"0 III HOLES FOR 3/4"0 A325N BOLTS 6" 1 11 1„ MINERAL FIBER INSULATION 3 10/15/2019 SOUTHOLD DOB FINAL SUBMISSION III ® (� 3/4"THK PLYWOOD 4 01/07/2022 SOUTHOLD BUILDING PERMIT III 2x6 WALL FRAME 5 III � 6 I I I III W12X30 - { CASCADIA CLIP FIBERGLASS III THERMALSPACERS III 518"TOP$ BOTTOM MOMENT PL.w/ III (8) 13/ G"0 HOLE FOR 3/4"0 A325N HORIZONTAL SUBGIRTS RAIN SCREEN CLADDING III 518"STIFFENER FL. EA. SIDE MATERIAL ;SEE FINISH SCHEDULE III 2x6 TOP PLATE I III NEW STEEL COLUMN. SEE FRAMING 1/2"0 J BOLT ANCHORS @ 48" PLAN CV O.C. MAX.AND WITHIN 12" EA. I CONCRETE SLAB; SEE CURTAIN WALL, t END OF WALL w/7" EMBED. III ARCHITECTURAL FOR FINISH PLAN oo , r �o - n: 4"CONCRETE SLAB W.W.F 6x6- W1.4xW1.4 @ CENTER OF SLAB I III 2x6 TOP PLATE LIVING ROOM DECK ° • - III ---_ DAMP PROOFING III BASE FL.3/411 X 811 X 14"w/(4) 7/8"0 3/8" LAG SCREW W/MIN. 3" EMBED INTO SOLID =I o I HOLES BLOCKING @ 32"O.C.AND WITHIN 12" EA. ° °� - III END OF WALL v V .o' I I 8"THK Nz I �a CONCRETE WALL III 2 x 5 CURTAIN MULLION _ 3/4"THK FINISH FLOORING;SEE (— a . - a o 00 I ARCHITECTURAL DRAWINGS FOR z ° a DETAILS 2" RIGED INSULATION 01 40 ° THIS APPLICATION IS APPROVED ONLY FOR WORK #3 TIES @ G"O.C. I I I = INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL x BEARING VERTICAL @COLUMN OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN °° ACCORDANCE WITH APPLICABLE CODES. W CONT. CONCRETE FOUNDATION WALL #5 Dowels 48"O.C. W d 3 °' ° d - °" TED 2x12 FLOOR JOIST;SEE I I cs ° I I- #3 BARS 12"O.C. �` �d' '' < " - � ° •d - � ' -� '- CONCRETE STEM WALL INTEGR A - ° - _ - d+ ° T �. °- - FRAMING PLAN (_ Q< J - � 'a 4, WITH CONT. STRIP FOOTING, SEE ' - Consultants: Q -•dam- — ='-- -° --'— - - - —.a�.— — -e�`d°-- a- — — —•— = — — d FOUNDATION PLAN 24x24 CONTINUOUS SPREAD OVERLAP JOISTS AT BEAM, _ FULL BEARING TYP. �. c c 4 _ _ ,8° CONCRETE FOOTING 3 I IIIIIIIIIIIII—IIIIIIIII—III III—III II ° ° DROPPED GIRDER;SEE — I ( 3 BAR CONTINUOUS TOP Z ° FRAMING PLAN N _ ( )#5 S CO UOUS O F o a _ I I I _ : ° f °° AND BOTTOM ° APPROVED EQUAL - ° SIMPSON CCQ5 OR o O a :O � 4" COMPACTED A.B.C. � U ° (3)#5 BARS 12"O.C. z C FRAMOOINGDPONT; SEE " 0 8"THK CONCRETE WALL III—IIIIIIIIIIIIIIIIIII 1I W U O W STEEL BEAM TO COLUMN TO TYP.BEARING WALL TO FLOOR FOUNDATION DETAIL DETAIL n FRAMING FOOTING DETAIL 1 3 1 = 1._0.. --- 1„ = 1 -0" 1 = 1�_0. - O z W w Q 0 o Architect of Record: a I 14 1/2"TJI FLOOR JOIST ISAAC - RAE o @16"O.C. 14" LVL RIM JOIST 11575 Main Bayview Road i Southold, NY 11971 Z Contact; Isaac Clay Coffey W NYS LIC#039767 U a C3 ` I T. 347-276-6093 E. clay@isaac-rae.com J ° I v PLYWOOD SHEATHING; SEE SCHEDULE U ° L SOLID WOOD BLOCKING Y AS REQUIRED Project: 3 - -- — (2) 2X8 GABLE END 90 STERLING RD o RAFTER;SEE FRAMING PLAN W I 2x 6 WALL FRAME a j I 2x 6 TOP PLATE W ................_..._.._......................._........._..._..__..._..........._..... ........ ...._......._.............. Project No.: I. .._ ~ / ! FLOOR SHEATHING;SEE IR-02 � SCHEDULE z 1 1/2"THK WHITE OAK — — — Seal/Signature: W 2 1/2"THK STEEL RAILING ` i i i -- I STAIR TREADS 2x12 PLYWOOD JOIST 2X12 ROOF JOISTS ;SEE W i - 1/2 FRAMING PLAN ------------------------- N 51 w RIM JOIST '� � 8 RIDGE BEAM; Cryo' G GAY , N .t% o -------------------------- 1" ------------------------- 1" 311 111 / i ..................._.... � � (2) 2X12 BLOCKING 7 ° WITH 2X12 LEDGER I jk II i j CONTINUOUS o T 6 FILING FINISH;SEE SCHEDULE �397�� O� z CV I .c'T� *� U) '' (2) 2x 6 BOTTOM PLATE �> 5 (2) 2X12 STRINGER AT GLAZING PER o EACH EDGE AN AT THE ARCHITECTURAL CENTER LINE a - yl4 r LO 10" i Date: Scale: CID 3 . 14 R @ 7 1/2" EACH AS NOTED 75 TYF . ° 15 T @ 10" EACH Drawing Title: STRUCTURAL DETAILS O 'a'^—!• T Q 8'-2 1/2" Y J N (Drawing No.: T '` nd- 00 °_�; .Q RIDGE FRAMING AND PORTAL FRAME C\I4 STAIR DETAILED SECTION n AT GABLE END SECTION 2 n PLATFORM FRAMING DETAIL 1'-0" 1" = 1'-0"