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45706-Z
�O�guFF�l�-spy Town of Southold 10/5/2021 0 P.O.Box 1179 53095 Main Rd 4,1, �a Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 03524 Date: 10/5/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 55 McCann Ln, Greenport SCTM#: 473889 Sec/Block/Lot: 33.-3-39.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/12/2020 pursuant to which Building Permit No. 45706 dated 1/21/2021 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including deck and wetbar in basement,to existing single-family dwelling as applied for. The certificate is issued to Deppari LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45706 6/18/2021 &9/20/20 PLUMBERS CERTIFICATION DATED 6/17/2021 is Gevin#i u o z Signature rte' TOWN OF SOUTHOLD ��SVFFoc,r�o . BUILDING DEPARTMENT z TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45706 Date: 1/21/2021 Permission is hereby granted to: Dileo, Jeannette 55 McCann Ln Greenport, NY 11944 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 55 McCann Ln SCTM # 473889 Sec/Block/Lot# 33.-3-39.1 Pursuant to application dated 11/13/2020 and approved by the Building Inspector. To expire on 7/23/2022. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $469.20 CO -ADDITION TO DWELLING $50.00 Total: $519.20 Building ec r of eS®���®� Town Hall Annex ,a ® Telephone(631)765-1802 54375 Main Road u r;` Fax(631)765-9502 P.O.Box 1179 sean.deviinl'a)town.southold.n us Southold,NY 11971-0959 y' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Deppari LLC Address: 55 McCann Ln city.Greenport st: NY zip: 11944 Building Permit* 45706 section: 33 Block: 3 Lot: 39.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Gerarti Electric License No: 40564ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Commerical Outdoor 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 8 Ceiling Fixtures 2 Bath Exhaust Fan 2 Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 8 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 6 4'LED Exit Fixtures Pump Other Equipment: Fridge, Gas Oven, DW, Micro Notes: AS BUILT NO VISUAL DEFECTS " Kitchen Renovation and Two Baths Inspector Signature: Date: June 18, 2021 S.Devlin-Cert Electrical Compliance Form As OF SO(���®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179' ® sean.devlin(a-town.southold.ny.us Southold,NY 11971-0959 �° y COW N BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To Deppari LLC Address: 55 McCann Ln city,Greenport st: NY zip: 11944 Budding Permit#: 45706 section: 33 Block. 3 Lot. 39.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Gerard Electric License No: 40564ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Commerical Outdoor 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 19 Ceiling Fixtures 2 Bath Exhaust Fan 3 Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 1 Smoke Detectors 1 Main Panel A/C Condenser Single Recpt Recessed Fixtures 19 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceding Fan Combo Smoke/CO 1 Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 13 4'LED Exit Fixtures Pump Other Equipment. Fridge, Gas Oven, DW, Micro Notes: AS BUILT NO VISUAL DEFECTS " Kitchen Renovation,Two Baths, and Basement -S? Inspector Signature: C Date: September 20, 2021 S Devlin-Cert Electrical Compliance Form Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 • Southold,NY 11971-0959 BUILDING DEPARTMENT DD TOWN OF SOUTHOLD JUN 2 3 2021 j RUIT T. T CERTIFICATION Date: �� .� { Building Permit No.—q5 � 06 k Owner: De- j262 0"r, L L- (Pl6ase print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. ak(Pfumber.<S—ignatur Swom to before me this day of. 20_2 1 Notary Public, County, Ae� 4* c)14A 6 P 3�S-y *OF SOUI�o<o * # TOWN -OF SOUTHOLD BUILDING DEPT. • 765-1802 INSPECTION, [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL j ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION "[ ] FIRE RESISTANT PENETRATION KELECTRICAL-(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: - DATE Z� 7� INSPECTOR Rc l SOOTyo� # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION = " [ ] FOUNDATION 1ST [ ] ROUG PLBG. [ ] FOUNDATION 2ND [ ] I LATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS. I cL►INI/I luS 42 ln&Q� .w .00-00 -�aj- IA OVA :66rylv -Vw' m(A Lv;� AlinhIA Jml u U F 6mm6 fv\ 74 r av wq. DATE I INSPECTORI)kA� j 0f SOUTyO� '�1 5��7 0 S5_ M 64*A t� # # TOWN OF SOUTHOLD BUILDING DEPT. °`yrou�m 765-1802 INSPECTION [ ] FOUNDATION 1ST [ '] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING 'j ] FINAL [ ] FIREPLACE &-CHIMNEY [ ] -FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: kf-T,- Q LT `\ A.A`�Git� ��r`� 0 � CTEM P O T- W lC A) 54=1M � DATE l� �r INSPECTOR � o SouTyo�� L�5-70era Cn-n # # -TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [:]-.•FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ -f FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ], ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: S <F < � DATE �I INSPECTOR Martin A. Passante 'Architect Lic. In N.Y., N.J., CT, MA, AZ, IN, IL, KT, VA,WV, DC, PA June 16,2021 Town of Southold 53095 Route 25 Southold,New York Re: Building Permit#45706 - 55 Mccann Lane, Greenport To Whoni it May Concern: Please accept this letter as certification that I have inspected the Footings, Framing, Strapping, Rough Plumbing & Insulation at the above referenced premises and found them to be in complete compliance with the approved submitted drawings and with the 2020 New York State Residential ing code ��RED ARC 1 yo A.PASsq T� �r C� artin as NYS c* 02 1 MP\bm 02311 y� G F NES � 1 V" 1 JUN 16 2021 M r� 178 Bayview Ave. Northport, N.Y. (631)747-1114 Fax (631)532-1315 Suffolk County Department of Health Services Office of Wastewater Management ® � ( 360 Yapbank Avenue,Suite 2C v D Yaphank,Now York 119M (63t)852-3700 OR HealtbWWM{a suffolkcountyay.gov NOV ?�3 2020 CERTIFICATION OF SEWAGE DISPOSAL SYSTEM BY INSTALLLE This certification shall not be used in lieu of inspections required by personnel of the Department and may be duplicated on company letterhead,provided it contains the Information blow. Leave blank any items that are not app! l ;1ERJ,,1 Q1Wir, Health Department Reference Number: PITUIV�CT;10T 7HOLD Suffolk Tax Map#:Dist: 1000 Sect(s)33 Blk(s)03 Lot(s)39.1 Project Name or Address:55 McCann Lane—Greenport,NY Applicant's Name:Anna Sakellaridis Date of System Installation:07/30/19 Sketch below the measurements from building UA OWTS TREATMENT UNIT corners to the access coverstports of disposal system, Make and Model: SeptiTech STAAR.5 or attach a separate sketch prepared by installer: Rated Daily Treatment Capacity(gallons):500 GPD Material: [ ] H2O Concrete (X)Fiberglass/Plastic Tank SEPTIC TANK Volume(gallons):1,060 Material: []Concrete [X]Fiberglass/Plastic Seg attached sketch Shape: []Rectangular [X]Cylindrical Top: [] Slab []Traffic Slab []Dome Name of Tank Manufacturer:Infiltrator DISTRIBUTION LEACHING POOLS(If applicable) :{ Number of Pools 0 Diameter and Effective Depth Top: [] Slab [ ]Traffic Slab []Dome Name of Precast Manufacturer: LEACHING POOLS✓GALLEYS Total Number of Pools/Galleys:02 Diameter/Dimensions and Effective Depth 8' x 6' Top: [X]Slab [ ]Traffic Slab []Dome []NIA Name of Precast Manufacturer:Diamond OTHER LEACHING STRUCTURES Make and Model(if applicable): Total Linear Feet of Leaching Structure(s): COVERS AND LIDS Installed covers comply with current standards(secondary safety device installed if cover weight less than 60lbs.) [X] Yes []N/A I hereby certify that the subsurface sewage disposal system,described herein,has been installed by me in accordance with the approved plans and standards ofthe Suffolk Coun Department of Health Serves;and any and all mechanicaUclectrical components have been tested and are operational. % Installer's Signature: -/� Date: Installer's Name:Davi arren Company Name:Clear River Environmental Phone:631-467-5447 Company Address: 847111 Street—Ronkonkoma,NY 11779 Consumer Affairs Liquid Waste License Number and endorsement(s):44528LW THIS DOCUMENT MUST CONTAIN AN ORIGINAL SIGNATURE FROM THE INSTALLER WWM-078 (04118) °-~--'-' NV ' RONMENTA L-- Anna <,5ake16riclis56 AcCcXnn Lane S�'TNt IOQ�?`a�-����"�•j 4Z' U I3 y&' A 5� Q LIS A ' s 3, 61 1 A Phone 631-467-5447 84711th street Ronkonkoma,NY 11779 Fax 631-467-6621 _ SUFFOIX COUNTY DEPARTMENT OF HEALTH SERVICES FOR OFFICE SE ONLY ,yOFFICE OF WASTEWATER MANAGEMENT UA Registration#; 360 Y1%PHANK AVENUE,§UlTE 2C,YAPHAW NY 11980 TA )�,� O a (631)852-5700 OR HmMWWM@suffolkcoun*my.gov gov f y 9 APPLICATION FOR=3U W&L=&UM,RFQSTI3.Aj=RENEWAL QH R fiL TItAj TRANSFER OF AN INNOVATIVE AND ALMNAM olyM FAMNAM TxEAT1 M bUMN(IIA Overs) BEFM TO RLTME SIDE OF TMS FORM POR INSTRIUMONS-ALL SIGNATURES MUST BE ORIGINAL PLEASE INDICATE THE PURPOSE OF YOUR APPLICATION BELOW �'Y,. - t.r.i� .f J 1 �r�+i 5����d "l`re •(.�'O L.F.n; -^, -(a�,i i 'S ' doevi tifS, � j�l` ✓ ..�,•�E;tS^;'._ �. 1. .;! f:��n'1k•,.J �:'�.7,.'ivZ�tf;, AA,'y';i'''"'+ YG ��a..{{�, ''��,,�� '%_s, •1T r rrn:Z `Y.i.i -{' , �, a':i��Y't.�t`s�`. ,..J :�S^A��e• i�,�fYc�F r',irry�,i±.�:,;r�.8�';�;,.s, •,.st'yl+`� .V ,,,yu; `e'���Ls � w,_{t` •a,R;'i4 -1-: ..'rs� �'4'7. !!(,:.�"�'`Y„ :_i. ^ l'"'- .n .X S.';.• ;7;:i: nV�ri�'.' r.<•n��, .' •� � 'al�:�:.:..: 'L %r - ns*. •i .al.;�;,i ,r;- a - ,•,4.; a:�u ,n.'y'.- sti-i'res".SY'..a ; tiwy yya�:;...:a. ,".e�3�3i,„t•. Taxman N of UA y, District Section Block Lot TMM 1000 133 03 139.1 Physical Address:of UA System Parcel: 55 McCann Lane,-.C rednport,,,NY Name of Current'Pmperty Owner(s):Anna Sakellarldis Mailing Addmw:'55 McCann Lan" Greenport, NY " ContactIafo: moo : �t7-287}ess2 - Email Address:Idl1e0e7@gmaI :Com VA OWTS INFORMATION: J Manufacturer: wur«a Model•Iffma.3 OPERATION AND M"%ffKNANCE CONTRACT ATTACHED TO THIS APPLICATION: ✓❑ YES NO* "T- *If you have not enclosed a copy of a valid O&M ContrdM please contact your O&M provider AA AUe pupem owner must notify the SCD11S within 30 days when there is a chmm in Maintenance Providernnn Has as effluent sarapie beer taken and submitted to the Department since the previooa nMistration renewal?!FQ$ B1?OMMUM ,OVAL ONLY: YES ❑ NO* Q*If'N�fO" confect on&Mamt mm dauandtawstbem an t omwafwas lYIts ro the arc In auxwU=with sb*dwda. By signing,and submitting this registration document,I certify that I have read and understand all I/A OWTS provisions as indicated In sections 760-1905 and 760-1906 ofthe Suff)lk County Sanitary Code,as well as any manufacturers guidance documents. I also understand my responsibilities as the UA OWTS owner as,they may relate to the proper functioning and maintenance of the system. false statement made herein is LaWshable as a misdemeanor ywymt to 5210.45 of New York State Penal Law:' i Signamp of Current s j Date: dot t ftid Name of CurrwYftoperty Owner(s): Anna Sakeiiaridis PXXAB32MMUSE ONLY Four request for UA OWLS registration is acceptable,and your system has been rcgWxmd until: This registration will expire 36 months from the approval date indicated below. [—]your I/A OW17S registration form cannot be processed at this time. Please see the attached Notice of Incomplete Application. -- o Signature of.Department Representative- Date l WWM-304(Rev.08/17) AU6 1 b 2019 ' 4 y r 1 All Innovative and Alternative Onsite Wastewater Treatment Systems require registration with the Suffolk County Department of Health Services(SCDHS). Registration shall be deemed the equivalent of a permit,and Is for the purpose of certifying the ownership and use of the I/A OWTS,and to provide a mechanism for the Department to manage property owner compliance with Article 98 of the Sanitary Code. This Application for Registration Form WWM•304 should be completed and signed by the owner of the property In which the I/A OWTS has been Installed. For further information,call(e31)852-5700,arnall HealfflA &suffoliccountvnv.cov or visit www, ffol coun(ymy.gov ealth. initial Realg1ratIgg of a Newly ConotmdW VA OWES: Prior to receiving Final Health Department Approval for an active Residential Permit to Construct,the property owner must submit a completed Application For Registration(Form WWM-304). A fully executed Operation and Maintenance Contract between a properly licensed VA OWTS Maintenance Provider,and the Property Owner must also be In place and submitted to the SCDHS along with the registration application. Once the Registration Application has been approved,the VA OWTS registration must be renewed(re-registered)every 36 months. THE FOLLOWING ITEMS ARE REQUIRED FOR INITIAL REGISTRATION OF THE VA OWTS: ❑ A. COMPLETED APPLICATION FORM WWM-304 WITH ORIGINAL SIGNATURE(S). INCLUDE THE CURRENT CONSTRUCTION PERMIT REFERENCE NUMBER. ❑ B. FULLY EXECUTED AND CURRENT OPERATION AND MAINTENANCE CONTRACT BETWEEN THE CURRENT PROPERTY OWNER AND AN I/A OWTS MAINTENANCE PROVIDER IN POSSESSION OF A VALID SUFFOLK COUNTY LIQUID WASTE LICENSE. RENEWING (RE-REGISTERING)AN EXISTING VA OWTS:--- Once WTS:---Once an I/A OWTS has been registered with the Department,the disposal system must be re-registered every 38 months. Once a Registration Application has been deemed aoM table,the property owner will be provided with a date of registration expiration. A fully executed Operation and Maintenance Contract between a properly licensed IIA OWTS Malntenanoe Provider and the Property Owner must also be In place and submitted to the SCDHS along with the re-registratlon application. Within 60 days of application submission,the 08M Provider must also submit a current wastewater effluent sample analysis taken from the IIA OWTS that Is Ding re-registered. The analysis must have been performed no more than e0 days prior to the date of registration application submission. THE FOLLOWING ITEMS ARE REQUIRED FOR RENEWING(RE-REGISTERING)OF THE VA OWTS: ❑ A. COMPLETED APPLICATION FORM VWVM-304 WITH ORIGINAL SIGNATURE(S). ❑ B. FULLY EXECUTED AND CURRENT OPERATION AND MAINTENANCE CONTRACT BETWEEN THE CURRENT PROPERTY OWNER AND AN IIA OWTS MAINTENANCE PROVIDER WITH A VALID SUFFOLK COUNTY LIQUID WASTE LICENSE. TRANSFER OFAR e�QUfiLY RLQWERED OWfS: Upon transfer of real property upon which an I/A OWTS is installed,the successor property owner shall register the I/A OWTS no later than 80 days after such property transfer. THE FOLLOWING ITEMS ARE REQUIRED FOR TRANSFERRING A PREVIOUSLY REGISTERED VA OWTS: ❑ A. COMPLETED APPUCAT10N FORM WWLI-304 WITH ORIGINAL SIGNATURE(S). ❑ B. FULLY EXECUTED AND CURRENT OPERATION AND MAINTENANCE CONTRACT BETWEEN THE CURRENT PROPERTY OWNER AND AN I/A OWTS MAINTENANCE PROVIDER WITH A VALID SUFFOLK COUNTY LIQUID WASTE LICENSE. VJWM-304(Rev.08/17) bh ` ' ' COMMENTS F r IELD INSPECTION REPORT DATE - FOUNDATION(IST) ,.� ---------------------------------- ka, — — s�s FOUNDATION(2ND) it ROUGH FRAMING& ., y PLUMBING Y({i= • w 9." INSULATION PER N.Y. STATE ENERGY CODE Win CJ A,FINAL 406 ow Ati ,It� tr' �> ADDITIONAL COMAXENT§ �. b fu) (-:I::: : it o FcA erIL u- -,-w Se— 1 - Og k- �, z n c- .ems t." W r i; TOWN OF SOUTHOLD-BUILDING DUPARTIYI)CNT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax(631)765-9502 https:Hm w.southoldtownny.gov �r Date Received APPLICATION FOR BUILDING PERMIT L F�� 1E E For Office Use Only �(� N0V 1 2 2020 PERMIT N0. Building Inspector �-; •R' Applications and.forms must be filled out in their entirety.fnconiplete - MJ L ;applications will not be accepted.-Where the Applicant is not the owner,an `'b'>d,i;=+60 UO LD Owner's Authdriiation form(Page 2)shall be completed., Date: ( ( 20 20 OWNERS)OF PROPERTY: Name: �) P q,v j L L. C_ SCTM#1000- 473899 9iw -13--3 -34. 1 Physical Address: S- M r c- n IA LA- GRee,r, OfL N i t�j y Phone#: 5 f � ?-10 73 I ,0 Email: den a f- i IN Ve -4-Brei Mailing Address: Z .�,,�s-1 r 1 r� 44'11 0 Y I I-) L� CONTACT PERSON: Name: Mailing Address: 12- �,oS } It r d Phone#: SIC 2-7c, -i3�t Email: 'q L-b}-.„. a s, 4-- .DESIGN PROFESSIONAL INFORMATION: Name: AiAvx PASS 10 Mailing Address: 17 Phone#: Email: CONTRACTOR INFORMATION: Name: '1 C f� t1 tI� Phone#: P0 0 3 24 S o U4-k3o � Y Phone#: 1 L Email: Cd C.OL DESCRIPTION OF PROPOSED CONSTRUCTION . ONewStructureAddition XAlteration ORepair ❑Demolition Estimated Cost of Project: OOther $ 2 K Will the lot be re-graded? OYes&o Will excess fill be removed from premises? ❑Yes ONo 1 _ PROPERTY INfrORMATION Existing use of property: 5;.5 L Intended use of property: $l.�1L .��.•`I_j Zone or use district in which premises is situated: Are there any covenants pd restrictions with respect to t.io this property? ❑Yes LTNo IF YES,PROVIDE A COPY. lZl Cheek Bax After`Reading:;The owner/contractor/design professions!is responsible for all dralnage and storm water issues as provided by Chapter 236`6f the Town.code.APPUCAT16N iS HEREBY WDE,to the Building Department for the issuance of a Buliding Permit piusuant to the"duitding Zone Ordinance of the To►vn ofSouthold,'Suffolk,County;New.Yoik and other appticable taws,Ordinances or Regulatlons;farthe constiucof tIon ` additions,alterations or for'removal or demoiitlon as herein described.The appileant agrees to comply Vn th all`appBcable laws,`ordinances,b6Hding code,` '- :-housing code and regulatiwis,end to admit authorized inspectors on premises and do builddng(s)"for necessary Inspections.False statements made herein are punishable es a Uass A misdemeanor`pumuantto Section 220.45 of the NewYorlc Stale Penal taw. Application Submitted By(print n r )C-n I;n4 Pp � ` ❑Authorized Agent 13'Owner ` `Signature of Applicant: Date: STATE OF NEW YORK J SS:rIn IL117 ZcSr COUNTY OF//1/q/ S,51,� S tZ h e f being duly sworn deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the r, ✓ (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 NO nowledge and belief;and that the work will be performed in the manner set forth in the application filWNotaryPubllc Sworn before me this, day of �'yIJye�1 & ✓ 20 PROPERTY OWNER AUTHORISATION PATic.St to of N Notary Public.State of New York (Where the applicant is not the owner) No.01VA6122337 auahtied in Nassau County Commission Expires 02/07/2021 1, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name z BUILDING DEPARTMENT-Electrical inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrOsoutholdtownny.gov - sea nd CM-southoldtown ny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Name: e License No.: email: L ( -z e* 12 Address: 3 q ?D 5"q— 0,->-\r- A-v—\.L P� Phone No.: (0 I9 "7 "4 � VL G JOB SITE INFORMATION (All information Required) Name: �e!2 V ou r 1 �,�-C- Address: -! !Z M C-cc�-N C-P &-(Leen por- i liqyl Cross Street: 0 to Phone No.: 5^,L S--7 0 71 qL "ki e 62 e C'L r Of Y BIdg.Permit* - e email:41 Tax Map District: ' 1000 - - 'Se' ction: nj 3 Block: 3 Lot: 3g, C BRIEF DESCRIPTION OF WORK V0V\' I (Please Print Clearly) r S ( t c, k-�- ke.vL o UA- j,\ o J P Circle All That Apply: Is job ready for inspection?: YES Rough In Final Do you need a Temp Certificate?: YES issued On Temp Information: (All information required) Service Size I Ph 3 Ph Size: 'Z-(2:)0 A # Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect- Service Reconnected - Underground -Overhead L#Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspe6tion FormAs BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 d Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr�southoldtownny.gov seand(c�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: LI 2 Company Name: Cj-Q-�- Name:- License No.: -M Q P y 0" email: p Address: 3L[ W lg ¢`_`51V— �a-V A,L Phone No.: &3 19 17 k4 RV 2 Co JOB SITE INFORMATION (All Information Required) Name: [�)e Address: fir' �l ��a�� (_ G" e 41-L Cross Street: f✓1 (� Phone No.: S770 7 I, Bldg.Permit#: t�a)� email: e.. T 17 Tax Map_.District: 1000 ' Section: nj 3 Block: 3_ Lot:.3�, `c BRIEF DESCRIPTION OF WOR2K (Please Print Clearly) 'l o QaTZ A51-k- Circle All That Apply: Is job ready for inspection?: YES / Rough In Final Do you need a Temp Certificate?: YES / Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: 7-a0 A #Meters�� Old Meter# New Service- Fire Reconnect- Flood Reconnect- Service Reconnected - Underground -Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N 'Additional Information: PAYMENT DUE.WITH APPLICATION �a Request for Inspection Form.xis PERMIT# Address: Switchesy Outlets GFI's I Surface Sconces HH's ��` UC Lts Fans Fridge HW Exhaust l Oven Dryer Smokes DW Service Carbon Micro Generator Combo Cooktop Transfer AC AH Mini Special: Comments �(�� °` - �� - BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 '' ' - Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerli)-southoldtownny.gov seand(cr-southoldtownny.gov APPLI,GATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: T5 2 Company Name: C-Q-Iz a-A�. Name: License No.: M E --to�`�, y email: Address: q bW 1g, Q� ��� � � l I r7 29 Phone No.: G 3 I 9 q- Co JOB SITE INFORMATION (All Information Required) Name: ,-)Q Address: fir' �1 c-C�-r, LP G ei / 14 Cross Street: 1A t (-2 (Z D Phone No.: ©- _7 _ - 'Bidg.Permit#: email: 1,CM fje �r —�o-r-- Tax Map District:- 10:00 ' Section: j `3 Block:_ 3__ Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) a �A Circle All That Apply: ? Is job ready for inspection?: YES /�6) r -Rough- In _ Final Do you need a Temp Certificate?: YES ' Issued On - —--- =CTAP t f s} i`u� �------= s i'information required) servicc =` Size: `Zai .A #Meters�^ Old Meter# 7; -- ,l .,iF Reconnect- Service Reconnected- Underground -Overhead� <. Frame Pole Work done on Service? Y N .'MEN_T_DUE-WITH APPLICATION PERMIT Address: MIC Switches Outlets GFI's I Surface Sconces H H's I UC Lts h Fans .Fridge - HW- Exhaust Oven W/D Smokes DW Mini Carbon "' Micro A ."Generator Coml01..__ .- Cooktop _ , _ _ _ ._-. _ -.. .-.Transfer ; AC AH Hood - - Service 'Amps Have 'Used Special: Comments GGA j !z iccA 'On V Qr�l Chic' SG CO✓\ C-am Z- �L� � f'�e- C r n4 . 3 IranISvl - w — __ +.....n.........ww.�.+n.o�•..+..w.�...w...vwi►-wne•v.r+..n...a. -1:0�r '45a f yl Orel Slror4zs (%5v ff. Ce. IW4 No. 4-oz1} 4 . �I ( W r i• 7;? CIA M 1,0D4. F- P OAI D -- C. rC. .Z 7 • I VNAMOMED ALTERATION OR ADDITIOK To?HIS SURVEY 15 A ViCLATLON OF SECTION 7209 OF THE NEW YORK STATE ' EDUCATION LAW. M COPJCS OF THIS SUSYLY W.At NOT UARINO THE LAND+ • r r �P O F •/�,�'�p-L O PER"l-� EMBOSSED SEAL S Q !ALL R. 6+ CO;SIGLRIO TO N A VALID F.UL CL•PF $UI�VEYED X02 GUARANTEES 19=.A..:.H,t`G:..",All RUN f ,.mow jfw'd� oNLr To trt o:.s .,(l l .�,c rn!h.SUAVTr b.w' p .t i JS PAEPAR[D.A:.D G,.1,1*'C.iT-LF lu 1N! TITU COrAFANY,G-VCtNMLN,AL AG6FICY ANC L(NDING 1N5T:TU(IDn USIM H W.-M,A4A AT EO THE A451GNEES OF 1HL LUNDIAi JNSTI• J� � ON.GUARANTELS Ag*1,401 T,,Ah re.A6l WITIONAL INSMU'li0N5 OR SUDSEQw" VV is Gtxi"aft-h-eed +0 +ifd Scorla : 4 'y�" CJ. 5, 1.ije� T"We llt5()J"4fprcq Co . tT] Co(�C. MorruJrl�r?f ' JPO© ' 'l .dC V.4t+l�l jyi- ,P.C. Ire n Pipes C.ic�rtsgd �.arx! ,ffrarv�yars G rem N. Y. From: KYLE CANNON kchwoodworkingco@gmaii.com Subject: Insurance certificates Date: Nov 9, 2020 at 10:03:50 AM To: Artie livewirel22@aol.com Here are the insurance certificates for the town ACC)R& CERTIFICATE OF LIA13IL11Y INSURANCE 1 Uft CWW"W IS&SUIMMAWATTEROPIMMMM ONLYANOWNFM NO RIGMA VM 7MMY]ROA19HOLMILTHIS MUMAMOM NVT AWMAMLY On IM"T&PLYMMogNUIM OftAkIRRUItOWMARAPPOMID 43Y US P61Wft WAbW, dull 101SI�'fr4#'ii $, ��£3+s�nrartdc�cra�tttansof9l�iollr�„e� ld�>�r. sm�rrr�q�€rm �dnrlscamNanl�J4 zrrr Fwalcont a k'ula� 4-4 120A skit--lthcr bcadvwd a-mum NY`ism Fird ba Ca 1=6 htwatka, mum Lot" 4241ftna s rtxss4xv y 00,080 ZOO= EN., Elwt AWAft 16 bykw Wtft"lob ^UyW0ky May "Mow Htfttft t tWZ404W *19 x— alai I a surYc U%WX ..qJWJ 91MUMAW OF nm maa DEWRIBED POU MES BE""SUED BEFORE 7WEEMRARM MATE THEREOF.NOTWE WILLBE DEWERED M ACCORMOEMMTHEPOLWYMMM& NV ItS44 _ ���, 48b�tr' f�hf9��A11Stttttbt'A�h+$ 'COOfity 0614 Y k6ME-impRt7Vt Bl oo L cAm! r15 AYLSO-CANNON itffe t etTep'tFi t t liARt:EY Ctitp-Woc),o WOR�KINt3,t1C DBA :tieOrerTe fluty itched �the:Ccwntl_cai eutfolk Uconvo Nuthbur;H-4,9015 . h *!ttilJar4 x_ hsued-. 081171 lt- Ggrrir8lsaiolt�e� '>;iiplraa;, ki&0.1I,'0� 'Thla ir+�Rsg io 1 ropertY of. tolk'cnunt�r.: .,,,� �,RO tl�.tit-��t��t.�ilaerroirtg&'.�+afouu,mar�A'f�yr�,• ��adlenatthitt ticea���+�=r�otgiia� i•�•�+attditiyR ' A'tfditianat Biwii�Ine���N'�nn xCHl vv000wqxCti o' H�.C�tt*er�H10-�a�ntoy, via.Am ngwismsoma L Tim AMM nam wW Bodo Am mosUrod marim*fACM0 w4w [F 8 CORPM-M CINM DR,TZ Rfl�W.LV&,Lcl MVO YOM 11747-3129 CERTIFICATE Of WORKERW COMPENSATION INSURANCE A AAAAA 1251 NOMIEAN kV0 POBOXOD04 ftbal-vit"y lion SCANTOVALIDATE ANDSUBWPJBE CM]IFICATE 14OLDER HARLr-YCH10-WO0DW0RMGLLiC WNSTANTIM PAPPAS WA XCH WOOMtOWN0 50 AOC"La' E PO BOX$24 GREMWORT'w 1144 SOUTH 4WESPORTW IWO POLICYNUMBER ammomammm poucypM10t) 11ATIL ..........................739 Tm$is-xi -aw Torm PoucyH=m Mmin A13OVE 1$WSIMED WITH THE NEW YOW STA'MWSUIPMCE AMD tWOt PAY NO. 208 8474, WVEMNO TAE fEIVIRE WitAMON 0 INS, POUMOLDER FOR W01(Eft C0MPb4$A=Ni IMER THE NEW YORK WOMkV MIPINWIM LAW IWIN RESPECT TO ALL OPERATIOftS IN THOWAT9 iQ0 MEWAS WRA-TE0 84qt� AN%VM RES IT loopp-NATIONS OUT$d%CW NEW YOPJ� 1`13tHr,POLIM bil" kft" NKW Y(*k=19 91APLOYMS MOB. ORTOVALMA-M THIS COMIFICATE4VISIT MMWI5831M AYRTTP$,-YWWWX"tP.COMMERTJCMMM-AAP.Tma New YORK 3YATeJNS0RA9Cr:FUN1D 1ST Tt1AbL9JH1H9EVieVTtW IFAILU99YOGW WCA NaVACAMRS. IIS PWCY000 f1f0t COVMN SOW PROPWETWi PAMNERSANMft WAISMS.OF AIJ?AtTgD UftM COMPANY IN$ WITIftAtIl(9 MUtb AS A hikhti% 60 NO PJGWS NOR INSURANC15- 00ftVWA09 UPON 1146 M'nPZkT#- HOLWX THtS COITIFICATE WE$ NOT A&IM, MEW OR AL7ER TH 100VIEKAOrm AFF-*RDW JBY UM POLI NEW YORK STATE INSURANCE FUND THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ARCHITECT FOR THIS x PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICE FOR USE SOLELY WITH RESPECT TO THIS (REFER TO TABLE R602.3(1)OF THE 2015 PROJECT AND THE ARCHITECT SHALL BE DEEMED EXiST.WINDOW _ NAILING SCHEDULE A International Fesidential Code 2nd Ed.) THE AUTHOR OF THESE DOCUMENTS AND SHALL 12" DiA. POURED CONCRETE RETAIN ALL COMMONLAW, STATUTORY AND OTHER JOiST DESCRIPTION NUMBER RESERVED RIGHTS INCLUDING THE COPYRIGHT. THE COMMON NAILS NAIL SPACING PIER FTG YO 48" BELOW ADJ. ARCHITECT'S DRAWINGS, SPECIFICATIONS AND OTHER GRADE(TYP.) 6' DOCUMENTS SHALL NOT BE USED BY THE OWNER OR ROOF & CEILING FRAMING 15'-0„ 2,-0„ OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO 'n THIS PROJECT OR FOR COMPLETION OF THIS RAFTER TO TOP PLATE (TOE-NAILED) 3-106 Common PER RAFTER N PROJECT BY OR FOR OTHERS. CEILING JOiST TO TOP PLATE (TOE-NAILED) 3-8d Common PER JOIST O V — — — — — — EXISTINGC1 O THE ARCHITECT IS NOT RESPONSIBLE FOR ®��,�� NEW 36'RAIL W/ CEILING JOISTS TO PARALLEL RAFTER(FACE-NAILED) 6-16d Common EACH LAP w BALUSTERS MIN 4" CONSTRUCTION MEANS, METHODS, TECHNIQUES OR APART AS PER CODE CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) 3-Sd Common EACH LAP Otil� I' I' p � ( FOR SAFETY PRECAUTIONS IN CONNECTION WITH THE COLLAR TIE TO RAFTER(FACE-NAILED) 3-10d Common EACH END WORK. THE ARCHITECT IS NOT RESPONSIBLE FOR cfJ cp 2 X 10 TREATED FLOOR JOISTS 16 O.C. w ITS SUBCONTRACTORS SI THEIR AGENTS R w 1-j _ I ACTS, ERRORS OR OMISSIONS OF THE CONTRACTOR, .Sl C1 BLOCKING TO RAFTER (TOE-NAILED) 3-8d Common EACH END Q) O .=t W N p EMPLOYEES OR ANY OTHER PERSONS PERFORMING $/4" X 6" 'TREX' OR a, RIM BOARD TO RAFTER (END-NAILED) 2-16d Common PER RAFTER I y ANY OF THE WORK. EQUAL DECKING WALLFRAMING e „ NEW DECKING TO BE 5/4 - ( , C TOP PLATE TO TOP PLATE (FACE-NAILED) 2-166 Comnon 16" oc. X X 6" 'TREX' OR EQUAL DECKING �, (P INSTALLED AS PER MANUF. X TOP PLATE AT INTERSECTIONS (FACE-NAILED) 4-16d Common JOISTS-EACH SIDE CLEAR 3 -6 N SPECIFICATIONS - OPEN N STUD TO STUD (FACE-NAILED) 2-16d Common 24" oz. OPENING HEADER TO HEADER(FACE-NAILED) trod Comnon 16"o c.ALONG EDGES _ U HIGH WINDOWS ALIGN u' 111W$rAIF 5 0 W�TARS IN TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d Common PER STUD N W ST 1 S P N , T 2 F 00 o M T TOP AT DOOR HT O BOTTOM PLATE TO FLOOR JOIST,BANDJOiST,ENDJOIST 2-16d Common T I T L O N OR BLOCKING (FACE-NAILED) PER FOOT O p I I NEW 36"RAIL W/ " 6X9 FLOOR FRAMING p o I BAI.USTEI2S MIN 4 _ JOIST TO SiLL,TOP PLATE OR GIRDER (TOE-NAILED) 4-Sd Common PER JOIST . 111 (- APART AS PER CODE - PROP.WATERPROOF BRIDGING To JOIST(TOE-NAILED) 2-6d Common EACH END PROPOSED I SET MEMBRANE UP AND 15RIDGNG TO JOiST(TOE-NAILED) 2-8d Common EACH END WET BAR o X -3 OVER SEAT PITCH ALL IN BRICK ADHERED BLOCKING TO SiLL OR TOP PLATE (TOE-NAILED) Z� 3-16d Common EACH BLOCK , X c3 _ �- TILE TO DRAIN XIST.C CHIMNEY I LEDGER STRIP TO BEAM(FACE-NAILED) 3-16d Common EACH JOIST 8 vi 1'-lm" JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-Sd Common PER JOIST ini'shed ,56smatit X u� EXIST. 606 _ Xe o SLIDE BAND JOIST TO JOiST (END-NAILED) 3-16d Common PER JOIST N 0 BAND JOIST TO SiLL OR TOP PLATE (TOE-NAILED) 2-16d Common PER FOOT z PROV ROD ROOF SHEATHING [ t SHELF REF. 14'-4" STRUCTURAL PANELS (SEE SHEARWALL ISOMETRIC DETAIL) " u� O INTERIOR ZONE 8d common 12" o c. > Iech Room � dJ PERIMETER ZONE 8d Common 6" o c. EXISTING GABLE WALL EDGE ZONE 8d Common 4" o c. EXISTING ( ( EXISTING CEILING SHEATHING L i vir OOH �) i +' � � o : GYPSUM WALLBOARD 5D COOLERS EDGE / FIELD M � WALL SHEATHING U 3 ) I STRUCTURAL PANELS ad Common 6" EDGE / 12"FIELD `li GARAGE DOOR PORTAL OPENINGS ad Common 3"oc into all Framing E ISI uaI GYPSUM WALL BOARD 5D Coolers In EDGE /," FIELD r UP B LC OR I Of) E o F_ FLOOR SHEATHING (SUBFLOOR) TR 0 ° STRUCTURAL PANELS 3 0 V OR LESS ad Common WEDGE / 12"FIELD OC(2)1"X12"HDR GREATER THAN I" lod Com-non 6" EDGE /6" FIELD EXIST.I JINPOW TW3 10 TABLE R401.41 (2015 International Residential Code,2nd Printing) PRESUMPTIVE LOAD-BEARING VALUES OF 30'-3" FOUNDATION MATERIALS a LOAD-BEARING PRESSURE r3ProplEirlst asement 1 Prop,/Effist Airst Roor CLASS of MATERIAL (Pounds per square foot) A-2 SCALE: 1/4"=1'-0' q JUI 1 6 2021 A-2 SCALE; 1/4"=T-0" Crystalline Bedock 12,000 Braced Wall Panel Legend: Sedimentary and Foliated Rock 4,000 KrIN GIRDER 5'-0„ — Indicates Spacing Between LEGEND Sandy Caravel and/or Gravel Braced Wall Lines (GW and GP) 3,000 — = Indicates Braced Wall Lines REVISED AS PER FIELD CONDITIONS 6/16/2021 FLOOR JOISTS NEW CONSTRUCTION Sand,Silty Sand, Clayey Sand, = Indicates Braced Wall Panel S11t9 Gravel and Clayey Gravel 2,000 — — — — — S Al Dl (SW,SP,SM,SG,GM and GC) PORARILY SUPPORTBraced Wall Panel T 15TFL R Cla Sand Gla y y OR JOISTS PRIOR TO EXIST. CONSTRUCTION y, y y, Silt Ga ,Clayey Silt,Slit and Sandy Silt 1,500 b ALATiON OF NEW BM. (cl,ML,MH and cH) Fastening Requirements on Braced Wall EXISTINGEXIST.CONSTRUCTION to be 12EMOYED a. When soil tests are required by section 8401,4, the allowablePanels as per Table 8602.10.4 Of the g p p VIDE SIMPSON STRONG TIE 2020 NYS Residential Code CrJ bearin capacities of the soil shall be art of the LI REVISION CA C. recommrHUS210 EVERY JOIST ndattons. - " REVISION / MARK DATE 890 OF TOTAL RM.SQ.FTG. b.Where the building official determines that in-place soils with Method C545F; ROOM AREA = 123 SQ FEET an allowable bearing capacity of less than 1,500 psf are likely 4 DETAIL As per Table R6023(3)Exterior sheathing Attached with ed to be resent at the site, the allowable beartn ca acct shall Common Nails(0.131"Shank x 2b" Long)at 6"o.r:,at the Edge and PROJECT 123 X D8 = 9.84 SQ FT.ALLOW p g P y A-2 SCALE: NO SCALE 12"oc.to the Field. n 2,1 SQ.FT.PROVIDED be determined by a soils investigation. Interior Gypsum Board Attached as per Table iZ602.3(ll with 1-iR" VENTILATION C LC. PROP.WATERPROOF p Galvanized Roofing Haile or I->;/8" Screws type W or s at 1"oz.at 55 McCann Ln.. MEMBRANE UP AND the Edge and in the Field.(See Figures PUM.10.81)and Greenport, NY ;— 4% OF TOTAL RM.SQ.FTG. i�602.10V2)on Sheet A-3) ROOM AREA -- 123 SQ,FEET OVER SEAT P1TG1-I ALL 123X.04 :4.9 SQ FT.ALLOW. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS SECTION 8310 TILE TO DRAIN Method GB: 13D SQ.FT,PROVIDED O (REFER TO TABLE R301.7 OF THE 2015 International Residential Code 2nd Ed.) (2020 Residential Code of NY State) Not used EMERGENCY ESCAPE AND RESCUE OPENINGS DRAWING TITLE: STRUCTURAL MEMBER ALLowaE ` x O s s W DEFLECTION BAISEEMERGENCY MNTS HAB TABLE ATTICS AND EVERY SLEEPING ROOM SHALL First Floor Level Braced Wall Panel Calculation 9 st & 2nd Floor Plan ; RAFTERS HAVINGSLOPES GREATER THAN 3 ON 12 WITH FINISHED L/180 CEILING NOT ATTACHED TO RAFTERS HAVE NOT LESS THAN ONE OPERABLE EMERGENCY ESCAPE OPENING. Schedule aser 2020 NYS Residential Code WHERE BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOM, AN p INTERIOR WALLS AND PARTITIONS PASO EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE REQUIRED IN CodS VANITY W! o - EACH SLEEPING ROOM. EMERGENCY ESCAPE AND RESCUE OPENINGS Braced Wall Line section A B 2 - 4r-.S4p� � _ FLOORS L/36ID SHALL OPEN DIRECTLY INTO A PUBLIC WAY, OR TO A YARD OR COURT X % — ALK IN CL. 5'-0" THAT OPENS TO A PUBLIC WAY. Bracing Method a®z� CS-WSP CS-WSP CS-WSP CS-WSP SE FILE N0. o CEILINGS WITH BRITTLE FINISHES (INCLUDING PLASTER AND 1-/360 8310.1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES. table „ „ - v 4'- 1/2" STUCCO) Min.Panel Length brD7.t05 24 24 24 2411 �$ EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL EXISTING X -- CEILINGS WITH FLEXIBLE FINISHES (INCLUDING GYPSUM BOARD) 1-/240 FROM THE INSIDE CSF THE ROOM WITHOUT THE USE OF KEYS, TOOLS OR Braced Wall Line Spacing Pia^ 1�' IT 1g' 18' C'® '� `A • Bedroom = SPECIAL KNOWLEDGE. WINDOW OPENING CONTROL DEVICES' ��� PAGE NO: COMPLYING WITH ASTM F 2090 SHALL BE PERMITTED FOR USE ON Re utred Bracin L th sable 5, 5' S' 5, LIN. CL , ALL OTHER STRUCTURAL MEMBERS 1-/240 q g e'"'9 60s.to3ru � 1 pI 8 WINDOWS SERVING AS A REQUIRED EMERGENCY ESCAPE AND RESCUE a OPENING. Wind Adjustment Factors table Sqo OF TOTAL RM.SQ.FTG. = EXTERIOR WALLS - WiND LOADS with PLASTER OR STUCCO H/360 83102 EMERGENCY ESCAPE AND RESCUE OPENINGS. I 0. cry X ROOM AREA = 191 SQ.FEET FINISH EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE MINIMUM l Exposure Category 'B 1.00 1.00 1.00 1.00 ? F3 191 X DS = 1528 SQ,FT.ALLOW. EXTERIOR WALLS - WIND LOADS" with OTHER BRITTLE FINISHES H/240d DIMENSIONS AS SPECIFIED IN THIS SECTION. 2.Roor Eave to Ride t Imo 100 100 100 �� 02311" ®� ® " 2614 $Q.FT.PROVIDED X = _ ,- 9 Hg ® N EXTERIOR WA1-1-5 - WIND 1-0AD5"with F1-EXI81-E FINISHES H/240 8310.2.1 MINIMUM OPENING AREA. 3.Wall Height(81) cA VENTILATION CALC. _ 4% OF TOTAL RM.SQ FTG. e EMERGENCY AND ESCAPE RESCUE= OPENINGS SHALL A NET CLEAR 4.Number of BWL per Direction 100 100 100 100 LINTELS SUPPORTING MASONRY VENEER WALLS 1-/600 ,n ROOM AREA = 191 SQ.FEET ; a OPENING OF NOT LESS THAN 5.1 SQUARE FEET, THE NET CLEAR OPENING ; ARCHITECTS IV X.04 = 6.6 SQ.FT.ALLOW. — ° If d NOTE: L=SPAN LENGTH, H=SPAN HEIGHT DIMENSIONS REQUIRED BY THIS SECTION SHALL BE OBTAINED BY THE 5.Additional Holddowns n/a n/a n/a n/a 130 SQ.FT.PROVIDED Nu o NORMAL OPERATION OF THE EMERGENCY ESCAPE AND RESCUE OPENING Martin A Passante a. For the purpose of the detenntntng deflection limits hsrein,the wind load shall be permitted FROM THE INSIDE. THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS 6.Gypsum omitted n/a n/a n/a n/a A. — to be taken as 0.1 times the component and cladding (ASD)loads obtained from Table THAN 24" INCHES AND THE NET CLEAR WIDTH SHALL BE NOT LESS THAN �" EXIST.WINDOW EXIST.WINDOW VANITY W/ 830112 (2). 20 INCHES. 1.Gypsum Bd.Fastening n/a n/a n/a n/a &rC[1D® ° S.S.TOP b. For cantilever members,L'shall be taken as twice the length of the cantilever. EXCEPTION: GRADE FLOOR OR BELOW GRADE OPENINGS SHALL HAVE C. For aluminum structural members or panels used in roofs or walls of gunroom additions or patio A NET CLEAR OPENINGS OF NOT LESS THAN 5 SQUARE FEET. Average Adjustment Factor g15 .915 .975 .915 Lie. NY,NJ,CT,PA,VA,MD,DE,KT,WV,IL,NV,IN covers,not supporting edge of glass or sandwich plates,the total deflection shall not exceed L/60. For continuous aluminum structural members supporting edge of glass,the total R310.22 WINDOW SILL HEIGHT Adjusted Braced Wall Length 5' 5' 5' 5' / deflection shall not exceed LA15 for each glass lite or L/60 for the entire length of the WHERE A WINDOW 15 PROVIDED AS THE EMERGENCY ESCAPE AND member,whichever is more stringent. For sandwich panels used in roofs or walls of sunroom RESCUE OPENING, IT SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 Braced Length Provided 5' 5' 5' 5' g / additions or patio covers,the total load deflection shall not exceed LA20, g • Architecture l 2 Pr(p �Mds s�Co�� �"/QQr p INCHES ABOVE THE FLOOR, WHERE THE SILL HEIGHT 15 BELOW GRADE, It Rance (Pass/Fail) Pass Pass Pass Pass • Planning d. Deflection for exterior walls with trntertor gypsum bd.finish shall be limited to an allowable SHALL BE PROVIDED WITH A WINDOW WELL IN ACCORDANCE Compliance p g A-2 SCALE: 1/4"=1'-0" deflection of HAW. SECTION 83102.3. ' • Interior Design e. Refer to section R iO3 82. 178 Bayview Ave., Northport, New York 11768 Phone: (631) 747-1114 Fax(631)532-1315 E-Mail: martyp(MirinparehitectS.aom 0 VJ n o l f ............. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ARCHITECT FOR THIS 1� Floor �-��®� S mbols General Notes PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S 1 st Refsovation ! SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT AND THE ARCHITECT SHALL BE DEEMED ELEVATION MARKER THE AUTHOR OF THESE DOCUMENTS AND SHALL ® RETAIN ALL COMMONLAW, STATUTORY AND OTHER NAILING & STRAPPING @ EXTERIORFASTENING SCHEDULE B ELEVATION 1-14RKER 1. CONTRACTOR SHALL CHECK'AND VERIFY ALL CONDITIONS TO THE SITE RESERVED RIGHTS INCLUDING THE COPYRIGHT. THE (SHEET AND NUMBER LOCATION) 300 PRIOR TO STARTING OF WORK AND HE SHALL FAMILIARIZE HIMSELF WITH ARCHITECT'S DRAWINGS, SPECIFICATIONS AND OTHER I WINDOW/ DOOR HEADER ROUGH OPENING FRAMING REQUIREMENTS THE INTENT OF THESE PLANS AND MAKE WORK AGREE WITH SAME. �' DOCUMENTS SHALL NOT BE USED BY THE OWNER OR FOR WINDOW OPENING SECTION AND DETAIL MARKER 2. CONTRACTOR OR Ot!N1ER SHALL OBTAIN A BUILDING PERMIT FROM THE �` OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO L (SHEET AND NUMBER LOCATION) TOWN OR VILLAGE PRIOR TO STARTING WORK. THIS PROJECT OR FOR COMPLETION OF THIS 3. CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, PROJECT BY OR FOR OTHERS. - ' DE-1-,[SIL MARKER , CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, ETC., FOR WORK - NOTATION PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF. h ; ROUE � I (SHEET AND NUMBER LOCATION) THE ARCHITECT IS NOT RESPONSIBLE FOR A B G D E F 4. ALL WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE %_ �5 McCann Dr. Greenport , NewYorkOPNS CONSTRUCTION MEANS, METHODS, TECHNIQUES OR Legend Abbreviations PREVENTION-N.Y. STATE RESIDENTIAL CODE AND BUILDING CODE ANDA - ALL RULES AND REGULATIONS OF THE LOCAL JURISDICTION FOR SAFETY PRECAUTIONS IN CONNECTION WITH THE 2 ® 2 (1) 2x4 1 -�--1- 1- 1- 5. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXITS WHICH a WORK. THE ARCHITECT IS NOT RESPONSIBLE FOR 4'-0 4 (1) 2"x4" 2 1 2 2 1 2 � - SINGLE POLE SWITCH DISAGREES WITH THAT AS INDICATED ON THESE PLANS, THE CONTRACTOR ACTS, ERRORS OR OMISSIONS OF THE CONTRACTOR, �_ SHALL STOP WORK AND NOTIFY THE ARCHITECT. SHOULD HE FAIL To ITS SUBCONTRACTORS OR THEIR AGENTS OR „ (2) 2"x4" or 3 - THREE WAY SWITCH A.G.T. ACOUSTICAL CEILING FOLLOW THIS PROCEDURE, AND CONTINUE WITH THE WORK, HE SHALL EMPLOYEES OR ANY OTHER PERSONS PERFORMING p (01-011 -® � C 1) 2"x6" 3 � 3 3 3 � AFF. ABOVE FINISH FLOOR ASSUME ALL RESPONSBILITY AND LIABILITY ARISING THEREFROM. % ANY OF THE WORK. 8 E „ (2) 2''x4'' or 4 - FOUR WAY SWITCH BLK BLOCK 8 -O 8 (1) 2"x6" 3 3 3 3 BLK'G BLOCKING 6. ALL STRUCTURAL LUMBER TO BE DOUGLAS FIR LARCH, NO. 2 C CLG. CEILING OR BETTER . E=1,600,000 AND fb = 825 or GREATER 10'-O" 10 (2) 2"xio" 4 4 4 4 � - DUPLEX OUTLET C.T. CERAMIC TILE S1Ze Flo Modulus of Elasticit CONC. CONCRETE " ii GFI „ GOVT. CONTINUOUS 2" x 4" 1350 PSI,= 1,6 00,000 PSI. NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, 12'-0 12 (2) 2 x(o 4 4 - GROUND FAULT INTERRUPT(42 AFF) I . GJ. CONTROL JOINT 2" x �o" 117sa PSI, l I,�o(I�m,mm(!7 PSI_ PRE-ENGINEERED WOOD CONSTRUCTION ANND/OR TIMBERr.; 2 x 8 1080 PSI,= 1,6 00,000 PSL " CONSTRUCTION I '' N RESIDENTIAL STRUCTURES F ON. DOWN :; A-NUMBER OF 8d NAILS s EA.END OF STRAPPINGS - INCANDESCENT LIGHT FIXT.IAS PER.OIUNER) DIA DIAMETER 2" x 10" 13130 PSI, I I'(000,000 Pel. (IN ACCORDANCE WITH TITLE 19 NYCRR PART 1265) 160.04' N -15' 20' 40" E DWG. DRAWING 2" x 12" 1300 PSI, I 1,(000,000 PSI. B- NUMBER OF SILL STUDS ION FLAT)(DOES NOT APPLY TO p00R5) EL. ELEVATION fir' EXIST. EXISTING PLEASE TAKE NOTICE THAT THE(CHECK ALL THAT APPLY) ; C-NUMBER OF FULL HEIGHT KING STUDS 9 EA.51DE OF HEADER - WATER PROOF INCANDESCENT LIGHT FIXT.(AS P.P. FIREPROOF )_ ALL HEADERS SHALL 3E (2) 2"X6" 2"X4" WALLS d (3) 2"X6" m 2"x6" ❑ NEW RESIDENCE STRUCTURE PER OWNER/ FIN. FINISH(ED) WALLS UNLESS NOTE HERWISE. �- p-NUMBER OF Ibd NAILS.END-NAILED THROUGH ADJACENT KING STUD TO GA. GAUGE � ® ADDITION TO EXISTING RESIDENTIAL STRUCTURE END OF HEADER e EA.51DE J - RECESSED INCANDESCENT LIGHT FIXT.(FLAT G.C. GENERAL CONTRACTOR 8. ALL HEADERS SHALL FEAR ON 4X4 POST m 2X4 WALLS OR 4X6 ❑ REHABILITATION TO EXISTING RESIDENTIAL STRUCTURE GALV. GALVANIZED POST 'D 2X6 WALLS UN�E55 NOTED OTHERWISE. O _ ,^n E-NUMBER OF JACK STUDS g EA.END OF HEADERS ASSUME DBL.HDR CLG) GL. GLASS 9. FURNISH AND INSTAL!_ SINGLE STATION SMOKE DETECTING ALARM TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT G z F-NUMBER OF Ibd NAILS END-NAILED?HOUGH ADJACENT JACK STUDS - CLG.MNTp.(75 CFM.MIN)EXHAUST FAN)AS GYP'BD. GYPSUM BOARD DEVICE IN GOMPLIANGEJJITH NEW YORK STATE: BUILDING CODE. IF REQUIRED. PROPERTY REFERENCE ABOVE WILL UTILIZE TO END OF 51LL(5)9 EA SIDE(DOES NOT APPLY TO DOORS) ® HM. HOLLOW METAL 10, ALL WINDOWS SHALL 5E WHITE DERMA-SHIELD WITH HIGH PERFORMANCE r} (CHECK EACH APPLICABLE LINE) PER OWNER GLAZING AS I"1ANUFAGTUED BY ANDERSEN WINDOW WALLS OR EQUAL UNLESS NOTED H.P. HIGH PONT EX JT. JOINT LAV. LAVATORY OTHERWISE. INCLUDE iN�GT SCREENS AND JAMB EXTENDERS AS REQUIRED. ❑ TRUSS TYPE CONSTRUCTION(TT) - EXTERIOR INCANDESCENT LIGHT FIXT.(AS PER MAX. MAXIMUM % OWNER) MTL. METAL 11, ALL FLOOR JOISTS SM,LL BE LATERALLY SUPPORTED BY BRIDGING OR ® PRE-ENGINEERED WOOD CONSTRUCTION(PW) I I SPLICING OF THE PLATE MIN. MINIMUM BLOCKING INTERVALENOT EXCEEDING EIGHT FEET. ❑ TIMBER CONSTRUCTION(TC) Listf Drawings M.O. MASONRY OPENING12. ALL FLASHING SHALL lE ALUMINUM.TOP PLATE o N.I.C. NOT IN CONTRACT 13_ ALL RAFTERS SHALL 1E ANCHORED TO FRAMED WALLS WITH HURRICANE IN THE FOLLOWING LOCATION(S)(CHECK APPLICABLE LINE) SPLICE LENGTH U ® FLOOR FRAMING, INCLUDING GIRDERS AND BEAMS(F) NO. NUMBER CLIPS. EXISTING (2) STORI' O.G. ON CENTER 14. p0 NOT SCALE DRdtNdGS. WRITTEN DIMENSIONS SUPERCEDE SCALED � A-1 Information Sheet OPN'G OPENING WOOD FRAME OP PLATE SPLICE REQUIERMENTS TOP PLATE SPLICE REQUIERMENTS PL. PLATE DIMENSIONS. :} ❑ ROOF FRAMING(R) %%, STRUCTURE OR WIND - EXPOSURES 54C- ONE FOR WIND - EXPOSURES B4C- ONE PLYWD. PLYWOOD 15. DRAWINGS AND SFE�-ICATIONS AS INSTRUMENTS OF SERVICE ARE AND ❑ FLOOR FRAMING AND ROOF FRAMING(FR) _ RAD. RADIUS SHALL REMAIN THE PRPERTT' OF THE ARCHITECT WHETHER THE PROJECT s STORY SLAB ON GRADE ALL OTHER CASES A-Z 1st & 2nd Floor Plan RBUILDING MINIMUM SPLICE BUILDING MINIMUM SPLICE REO'D REQUIRED FOR WHICH THEY ARE MDE IS EXECUTED OR NOT_ THEY ARE NOT TO BE Note- BUILDING Exterior Elevations & Details RE STEEL USED ON ANY OTHER POJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT One(1)Truss-Sign to be Located Either at the Electrical Meter or DIMENSION IFT. LENGTH(FT.) DIMENSION IFTJ LENGTH(FT.) SUSP.CLG. SUSPENDED CEILING PROP. UJOOD -------- - ----- BY AGREEMENT IN WRITdG AND WITH APPROPRIATE COMPENSATION TO THE Next to the Front Door, No More than 12" From the Latch Side. 12'-0" 3'-0"- 12'-0" 2'-0" TOM. TOP OF MASONRY / -� -{I Truss-Si WOOD FRAME _� j_ T.05. TOP of STEEL ARCHITECT. Truss-Sign to be Located Not Less Than 42"Nor More Than 60" „ „ i Above the Adjoining Walking Surface. DECK 3345Q FT `v 101-011 4 -0 I6 -m' 3 -0 TYR TYPICAL 16. PATCH AS REQUIRED ALL AREAS WHERE EXISTING HAS BEEN REMOVED y -- --+----- -- UN.O. UNLESS NOTED OTHERWISE AND/OR NEW WORK ABU'v EXISTING. WHERE EXISTING WALLS ARE REMOVED " 201-011 5 0 20'-0` 4'-0'1 V.C.T. VINYL COMPOSITION TILE OR NEW OPENINGS ARE CALLED FOR IN EXISTING WALLS, PRIOR TO ' 6" dia. - - WITH REMOVAL OF EXISTINC,)ALLS, CEILING BEAMS, ROOF RAFTERS, ETC., ,, �---- - - ---- WD. woo 24'-0" 6'-0" 24•'-0" 4'-0" __ _I CONTRACTOR SHALL RACE EXISTING AS REQUIRED UNTIL NEW HEADER AS - 1 NOTE- L=SPAN LENGTH, H=SPAN HEIGHT SPECfFIED IS INSTALLE. > ` - 28 -0 -0 2a,'-0 E, -0 I I 1.TABULATED SPLICE LENGTHS ASSUME TOP THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.1 TIMES � ----} ----------- 17. ALL EXISTING ELECTRIGI_ d PLUMBING LINES ARE TO BE ABANDONED d REMOVED PLATE-TO-TOP-PLATE CONNECTIONS USINCs 2-16d 32'_0" 8'-0" 32'_0" �'-0" , THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF THE ALL UTILITIES ARE TO BEDEW NO EXCEPTIONS NAILS PER FOOT,FOR SNORTER SPLICE LENGTHS, -- - -_-- ----I - -----, DETAINING DEFLECTION LIMITS HEREIN. 18. ALL METAL JOIST Hn!ERS AND OTHER METAL CONNECTORS REQUIRED '° Reflective II I II I II I I' SHALL BE TECO COWz:GTORS OR EQUAL AND SHALL BE CAPABLE OF THE NAIL SPACING SHALL BE REDUCED IN ORDER 36 -0 13 -0 36 -0 -0 _ To PROVIDE AN EQUIVALENT NUMBER of NAILS -� ------ ------------ MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS s 40'-0" 11'-0" 40'-0" 8'-0" HANDLING LOADS e GNNECTION POINTS. INSTALLATIONS SHALL BE IN Wh1te 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING -- _ (REFER TO TABLE 8301.5 OF THE 2015 IRC W/2017 UNIFORM CODE SUPPLEMENT) STRICT CONFOR'1ANC WITH MANUFACTURERS SPECIFICATIONS AND LOCATED IN EXPOSURE B -- - - -_ - RECOMMENDATfONS. (` ' 2.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL USE LIVE LOAD 19. DOUBLE JOISTS UNDO AI_J ,: .�' =; �t (00'-0" 1(0'-0" (om'_0" 12'-0" . _ PARTITIONS PARALLEL TO SAME AND AROUND �- a ', f2eflective p HEIGHTS FOR OTHER HEIGHTS,H THE TABULATED UNIT LATERAL -_ ALL OPENINGS. 0 - - - Red Pantone �/ c0 LOADS SHALL BE MULTIPLIED BY H/8 l „ „ ATTICS WITH LIMITED STOTAGE 20 sf 20. PLYWOOD DECKING, �., _ -I0 -0 19 -0 j -I0 -0 14 -0 p HALL BE EXTERIOR GRADE PLYWOOD WITH EDGES #lei I61.081 -- ------ - -_ SOLID BLOCKED. - -`"�` 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE g0'-0" 22' 0" 1 80'-0" 16'-0" ATTICS WITHOUT STORAGE 10 psf 21. ALL DRYWALL SHALL I'E U_S_G. NATIONAL GYPSUM CO_ 1i2" THICK, MIDDLE ROAD _ _ _ 1 TAPED AND SPACKLED _REE COATS. � MATERIAL ----- --- ---_-- DECKS 40 psf 22. ALL DRYWALL SHALL.-;.'PRIMED AND PAINTED C2 FINISH GOATS). �� '��`:'�,,. •� • Stroke 23_ ALL MOLDINGS AND TFT, SHALL BE STAIN GRADE, AS SELECTED BY EXTERIOR BALCONIES 60 psf OWNER. FIRE ESCAPES 40 psf 24. CARPETING SHALL 8EE K`PPLIED AND INSTALLED BY THE OWNER 25. OWNER SHALL SELE(Z L. COLORS_ Floor Framin Includin L STRAPPING INSTRUCTIONS : F g' g GUARDRAILS AND HANDRAILS 200 lbs -- Girders and Seams 26. ALL ELECTRICAL WC< SHALL BE BOARD "? „ OF FIRE UNDERWRITER PROVED. INSTALL AS PER OWNER'S DIRECTION R I. All Stropping To Be 1-1/4 Wide 20 Oa. Steel or GUARDRAILS IN-FILL COMPONENTS 50 Ibs Roof Framing - IOf g ANY AND ALL INTERG1, TELEPHONE, AND/OR Ty ANTENNA WIRING IN 1 ®o ®aSimpson' Equivalent 6520 (coiled straw) Except PASSENGER VEHICLE GARAGES 50 Psi` WALLS PRIOR TO INS�ATION OF WALLBOARD. ALL TEMPERATURE A-1 SCALE: 1" = 20'-0" Roof Rafter to Stud Connection, Use 'Sim son' H2 p CONTROL WIRING SNA. RUN CONCEALED IN WALLS, FLOORS, AND/oR �� Floor and Roof Framing ROOMS OTHER THAN SLEEPING ROOMS 40 psf CEILINGS. VERIFY OUST, SWITCH AND LIGHTING LOCATIONS WITH Connection or Equivalent. OWNER PRIOR TO INST�_ATION. SLEEPING ROOMS 30 Per 27. ALL ITEMS REMOVED i7HE CONSTRUCTION SHALL REMAIN THE OWNERS PROPERTY ' APPROVED AS NOTED 2. Install All Stropping Prior to Sheathin Consult with WITH THE EXCEPTION +THE DEBRIS WHICH SHALL BE CARTED OFF THE SITE AND Local Authority For Strap Inspection if Required. LLY ^y DATE: 6� g' SED STAIRS 40 psf 28. ALLEGLFOOTIIN SDISP5 HALL'EAR ON UNDISTURBED SOIL WITH A MINIMUM SOIL PRESSURE 3.P.# ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 'F FEE; z 3Y: OF 2 TONS PER SQ. FTND SHALL HAVE MINIMUM COVER OF 3'-6" OR AS NOTED. 3. Install Strapping For All New Construction r (REFER TO TABLE R301.7 OF THE 2015 IRC W/2017 UNIFORM CODE SUPPLEMENT) 29_ ALL CONCRETE SHALI3E 3,500 PSI CONCRETE AT 28 DAYS. CONCRETE TO NOTIFY BUILDING DEPARTMENT AT O��` I � - Any Existing Exterior Wall / Roof Replacement. HAVE 5 TO -1% AIR-ENAINMENT, PER 8402.2 765-1802 8 AM TO 4 PM FOR THE U i, I^,e ALLOWABLE ,; STRUCTURAL MEMBER 30_ CONTRACTOR SHALL ERCISE GOOD JUDGEMENT TO MINIMIZE DAMAGE TO EXISTING FO!LOWING INSPECTIONS: DEFLECTION 4- Install Stra In for Each Stud Per Floor � One AREAS (INCLupING LA AND SHRUBS) AREAS DAMAGED DUE TO NEW CONSTRUCTION - --- - Y/ ;-• Stropping UL For Each Rafter as Shown on the Detail. RAI=TERS HAVING SLOPES GREATER THAN SHALL BE RESTORED*) THEIR ORIGINAL CONDITION_ GRADING AROUND NEW s USE IS UNI_ ��;, 1. FOUNDATION - TWO REQUIRED 1 /-'� +' ' FOR POURED CONCRETE ". 3 ON 12 WITH NO FINISHED CEILING L/180 CONSTRUCTION SHALL..OPE AWAY FROM HOUSE AND BLEND INTO EXISTING. _D€t, 2.9 ^0' rr n 2. ROUGH - FRAMING & PLUMBING WITHOUT V L' I I FIC 5. Install the Hold-Down Connections At Each Building ATTACHED TO RAFTERS 31_ ARCHITECT HAS BEE>`E=TAINED FOR ON SITE INSPECTIONS AND/OR OBSERVATIONS 3. !'USULATION of THE coNSTRucTlor Corner. F OCCUPAr�I,;Y e _ " 4. `-INAL - CONST:RUGT!'CN MUST I INTERIOR U)ALLS AND PARTITIONS N/180 32. EXISTING CONDITION..�IDIGATED WERE FROM FIELD MEASUREMENTS ' Solid f=ramed Corners are Re wired as Shown PE COMPLETE rG= ,.U. q 33. BAULASTERS TO BE WALLED SO THAT A SPHERE 4" or MORE IN DIA. CAN BE ALL CONSTRUCTIO�u SHALL MEET THE On Detail. FLOORS AND PLASTERED CEILINGS L/360 PASSED THRU THEM_ O'ER R31ro.2 REVISION / MARK DATE RE;K'UIREMENTS OF Tr•,E CODES OF NEW - ALL OTHER STRUCTURAL MEMBERS L/240 _ Design ,nd Code Information PROJECT YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. EXTERIOR WALLS WITH PLASTER OR H/360 55 Mc COMPLY WITH ALL CODES OF ELECTRICAL STUCCO FINISH 1. BUILDING STRUCTURE HAS BEl=E51GNED TO THE FOLLOWING BUILDING Cann Ln.. Plumbing Riser Diag . aL/240 CODES: 2020 NEW YORK ST RESIDENTIAL CODE Greenport NY NEW YORK STATE & TOWN CODES I6oIS9�ECT1®I!1 REQlI1RED EXTERIOR WALLS - WIND LOADS WITH 2020 NYS ENERGY'•15ERVATION CODE `3 AS REQUIRED AND CONDITIONS OF BRITTLE FINISHES 2020 PLUMBING CC OF NY STATE y 4" VTR 4" VTR a 2.ALL CONSTRUCTION SHALL CO"'2Fi TO THE APPLICABLE LOCAL BUILDING CODE. EXTERIOR WALLS - WIND LOADS WITH L/120 3.VERIFY EXISTING CONDITIONS) DIMENSIONS AND NOTIFY ARCHITECT DRAWING TITLE: ., FLEXIBLE 1mlNISHES Roof � �c�l rru I 1L�1 R.AIN I N.T.S. 3" OF ANY CONDITIONS WHICH D67-COMPLY WITH PLANS AND SPECIFICATIONS. Tcc rc"'+ '- �iNGBOARD 3 2' Bath 4 STRUCTURAL DRAWINGS MUST EOORDINATED WITH ARCHITECTURAL DRAWINGS Title Sheet Materials LegendBY THE: CONTRACTOR. RUSTEES 2 22 y L y. L V. I 4.CONTRACT DOCUMENTS SHALLi BE REPRODUCED FOR USE AS SHOP DRAWINGS. 3.. 2�� 2"I 3.. 11 2 u i �i �tv c ncr L 5.THE: STRUCTURE IS UNSTABLE U ALL LOAD BEARING WALLS ARE ERECTED ---•-- '" PLUMBER CERTIFICATION W _ W C. %.: �.r ON LEAD CONTENT BEFORE TZ o AND STEEL MEMBERS ARE ERE D,CONNECTIONS ARE COMPLETELY BOLTED ' CERTIFICATE OF OCCUPANC'1 2.r ` :; Su R ANp/OR WELDED AND INSPECI7HE PLYWOOD PECK ATTACHED TO THE WODp SE FILE NO. - - Second Floor' ' (_All 2" 4" FRAMING,AND THE CONCRETE)ORS PLACED AND ATTAINS 15% OF 28-DAY SOLDER USED IN WATER NTS. A.PAss PLUMBING SUPPL Y SYSTEM,CANNOT Kitchen 4" EARTH STRENGTH. UNTIL SUCH TIME,TbRARY BRACING 15 REQUIRED. THE '�t &LWATE AB'�GVlP.STE � __._.__-- ASPHALT SHINGLES •: �� � �� PAGE NO: R LINES NEED EXCEED 2/10 OF 1% LEAD. ACING AND SHORING Is THE so 2„ 2„ Exist.Bath ____.__..___ DESIGN ADEQUACY OF TEMPO'Y BR E LE _ TESTING-BEFORE COVERING 4.. 3 k"{ RESPONSIBILITY OF THE CONTITOR ( t 6_FOR LOCATION OF MISCELLANG ITEMS (OPENINGS,BENT PLATES, INSERTS, DWG 0. STUCCO FINISH �� '�:s �" GRAVEL ' 2.. 2�� 23� ,,:" ETC.) AFFECTING STRUCTURAL D,<,SEE ARCHITECTURAL MECHANICAL, I E L K T H N y E L , , r � . W - RIGID INSUALATION �i�, `,, ' BATT 02391Q INSULATION PLUMBING AND ELECTRICAL DJINGS. �® AL IIIIIII F IN`s RETAIN STORM WATER RUNOFF s oi�R 1.STRUCTURAL DESIGN LOADS: 3; PURSUANT TO CHAPTER 236 FC=�W OF THE First Floor GLASS ROOF LOADS: •� � � ROOF DEAD LOAD: 1?5F F"° ARCHITECTS E TOWN CODE POURED CONCRETE GROUND SNOW LOAD:3 P • N.TS. SF SLOPE M a rt i n A. P a s s a n t e 2" 41' WIND LOADS: 120 mph i SECONDU G.O. GUST WIND =Ep 110 MPHrlppq r 3= 1.0 / TO PROPOSED APPROVED SAN.SYS. 4 ` EXPOSURE: B i " c.o.,...__...... 4. .._.. STEEL BRICK �i �:" _ ._.... LOADS: G :_, hitect SEISMIC L s CONCRETE ROUGH WOOD SITE = c F a= I.48 F 2.0 ' Lic. NY,NJ,CT,PA,VA,MD,DE,KT,WV,IL,NV,IN TABLE R3O1.2 (1) BLOCK R = Sms - .59 g S m1 - .40g e° CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA s g= .40 s g 1= .ems ALUMINUM FINISHED WOOD BEARING WALL WITH UDD SHEAR WALLS . Architecture WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM L�L�11J EQUIVALENT LATERAIORCE PROCEDURE GROUND Ice Barrier Air SNOW TOPO SPECIAL WIND DESIGN Winter Flood Planning SPEED WIND-BORNE CATEGORY Frost Line Design lUnderlayment Hazards Freezing 0 LOAD GRAPHIC WIND EXPOSURE F (mph) DEBRIS ZONE Weathering Depth Termite Temp Required Index 1101 EFFECTS REGION CATEGORY Interior Design 1 178 Bayview Ave., Northport, New York 11768 140Vu1t MODERATE 15,TABLE DIOI VALLEYS 4 FEMA Phone: (631) 747-1114 Fax (631)532-1315 / 0 O NO B NO KENNEDY) 1500 E-Mail: martm PSF oBVasdi N P TO HEAVY (NY,KEN PERIMETERS iIF REQ. YP@1 parchitects.com THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ARCHITECT FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S (REFER TO TABLE R602.3(1)OF THE 2015 SERVICE FOR USE SOLELY WITH RESPECT TO THIS EXIST.WINDOW NAILING SCHEDULE A International Residential Code 2nd Ed.) PROJECT AND THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW, STATUTORY AND OTHER NUMBER OF 12" DIA. POURED CONCRETE RESERVED RIGHTS INCLUDING THE COPYRIGHT. THE JOIST DESCRIPTION COMMON NAILS NAIL SPACING PIER FTG YO 48" BELOW ADJ. ARCHITECT'S DRAWINGS, SPECIFICATIONS AND OTHER _ 1 -011 DOCUMENTS SHALL NOT BE USED BY THE OWNER OR ROOF & CEILING FRAMING 2,-ID„ OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO RAFTER TO TOP PLATE (TOE-NAILED) 3-10d Conmon PER RAFTER THIS PROJECT OR FOR COMPLETION OF THIS `n O Q �% CEILING JOIST TO TOP PLATE (TOE-NAILED) 3-06 Gonmor PER JOIST PROJECT BY OR FOR OTHERS. - EXISTING NEW 36" RAIL W/ CEILING JOISTS TO PARALLEL RAFTER (FACE-NAILED) b-16d Conmon EACH LAP n L" CEILINGTHE ARCHITECT IS NOT RESPONSIBLE FOR I BALUSTERS MIN.4" }- CONSTRUCTION MEANS, METHODS, TECHNIQUES OR - CEILING JOiST LAPS OVER PARTITIONS (FACE-NAILED) 3-Sd Conmon EACH LAP FOR SAFETY PRECAUTIONS IN CONNECTION WITH THE APART A5 PER CODE m n 2" X IID" TREATED FLOOR JOISTS X16"O.G. w WORK. THE ARCHITECT IS NOT RESPONSIBLE FOR 1 COLLAR TIE TO RAFTER (PAGE-NAILED) 3-lod Conmon EACH END ACTS, ERRORS OR OMISSIONS OF THE CONTRACTOR, 0 O BLOCKING TO RAFTER (TOE-NAILED) 3-Sd Conmon EACH END p ITS SUBCONTRACTORS OR THEIR AGENTS OR �9Q - EMPLOYEES OR ANY OTHER PERSONS PERFORMING Z `n 5/4" X 6" 'TREX' OR RIM BOARD TO RAFTER LEND-NAILED) 2-16d Conmon PER RAFTER �, m EQUAL DECKING WALL FRAMING Q ANY OF THE WORK. 3 I - - ---- -- X NEW DECKING TO BE 5/4" CO TOP PLATE TO TOP PLATE (FACE-NAILED) 2-lbd Conmon 16" o.c. = X 6 TREX OR EQUAL DECKING I 6' ' '< ! - INSTALLED AS PER MANUF. X TOP PLATE AT INTERSECTIONS (FACE-NAILED) 4-16d Conmon JOISTS-EACH SIDE \ _ SPECIFICATIONS ; OPEN 1 STUD TO STUD (FACE-NAILED) 2-16d Conmon 24" HEADER TO HEADER (FACE_NAILED) 16Ib" o d Conmon .c.ALONG EDGES _ HIGH WINDOWS ALIGN F_ NL STAT 5 U NEW TA R5 ON TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d Conmon PER STUD NEW ST I S P 0 OF - TOP AT DOOR HT N ` T 2 F 0 A5 ENfi ; TO 15T =LOO BOTTOM PLAJSTAN TE TO FLOOR JOIST, BDJOIST, ENDO ® JIST 2-16d Gonmon PER FOOT `n Q = N OR BLOCKING (FACE-NAILED) O p f� NEW 36"RAIL W/ 26X 6B FLOOR FRAMINGILI ---- - -- ---- o o 13ALU5TER5 MIN.4" JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-8d Conmon PER JOIST r APART AS PER GODS I OtYl Q N BRIDGING TO JOIST (TOE-NAILED) - N % 2 ad Common EACH END PROV.WATERPROOF '- LIN + SE4T n N MEMBRANE UP AND BRIDGING TO JOIST (TOE-NAILED) 2-8d Conmon EACH END A' _ OVER SEAT PITCH ALL HIN BRICK ADHERED BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16d Conmon EACH BLOCK x a 1 TILE TO DRAIN XIST. G U CHIMNEY -' ' LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d Conmon EAC(4 JOIST 68 JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-Sd Conmon PER JOIST X iX EXIST. 6ID _ 2mX 6e I L. o SLIDER; BAND JOIST TO JOIST (END-NAILED) 3-16d Conmon PER JOIST EXISTING N O ,. BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16d Conmon PER FOOT PROY.ROD ROOF SHEATHING _ „ k SHELF REF. -- ----- -- --- -- - - -- -� 3'-lID" 14'-4" " STRUCTURAL PANELS (SEE SHEARWALL ISOMETRIC DETAIL) ' }_ O `-`-' INTERIOR ZONE Ed Conmon 12" o.c. h ROOM ire O EXISTING N PERIMETER ZONE ad Conmon 6" o.c. I � % GABLE WALL EDGE ZONE ad Corm on 4 o.c. CEILING SHEATHING EXISTING EXISTING GYPSUM WALLBOARD 5D COOL=RS �" EDGE / 10" FIELD L i lime' ®®m ( i har o o -�- -- ---- - -- _� I WALL SHEATHING STRUCTURAL PANELS ad Conmon b" EDGE / 12" FIELD to GARAGE DOOR PORTAL OPENINGS ad Conmon 3"oc into all Framing E ISI Cl /�I UP B LC OR GYPSUM WALL BOARD 5D Coolers �" EDGE / �" FIELD ` C g r FLOOR SHEATHING (SUBFLOOR) _ ETR ° STRUCTURAL PANELS ° P OR LESS ad Com^,cn b" EDGE / 12" FIELD (2)1"X12"HDR 0 GREATER THAN i" _ lod Common 6" EDGE / 6"FIELD EXIST. iNDOW TW3 410 / TABLE 8401.41 �- (2015 International Residential Code,2nd Printing) la'-ID" 9'-9" 101-6" 4. PRESUMPTIVE LOAD-BEARING VALUES OF 301-3" FOUNDATION MATERIALS a LOAD-BEARING PRESSURE 3 �rO ,/Exist Basement ./Exist First Floor CLASS OF MATERIAL p � 1 (Pounds per square foot) A-2 SCALE: 1/4'=1'-0" A-2 SCALE: 1/4^=1'-0' Crystalline Bedock 12,E0ID Braced Wall Panel Legend: 5'-0' Sedimentary and Foliated Rock 4,000 GIRDER = Indicates Spacing Between 6-4" _ LEGEND Sandy Gravel and/ or Gravel Braced Wall Lines c, (GW and GF) 3,000 - = Indicates Braced Wall Lines FLOOR JOISTS NEW CONSTRUCTION Sand, Silty Sand, Clayey Sand, ^ ; i;. Silty Gravel and Clayey Gravel 2,000 Indicates Braced Wall Panel . y NE $ AIR DN (SW, SP, SM, Sc,GM and GC) ___ TEMPORARILY SUPPORT _ B.W.P. - Braced Wall Panel 7 1ST FL R Cla , Sand Clay, Clay, FLOOR JOISTS PRIOR TO _ EXIST. CONSTRUCTION Clay"Sandy y y y � - -"- - Clayey Silt, Silt and Sandy S1It 1,500 INSTALATION OF NEW BM. (Cl, ML,MH and CH) Fastening Requirements on Braced Wall o EXISTING EXIST. CONSTRUCTION to be REMOVED Panels as per Table R602.10.4 of the - - - - - a. When soil tests are required by section R401,4, the allowable ��'�®® 1 bearing capacities of the soil shall be part of the PROVIDE SIMPSON STRONG TIE 2020 NYS Residential Code / X recommrndations. I IUS21ID EVERY JOIST LIGHT CALL REVISION / MARK DATE �+ Method GS-WSP: 8% OF TOTAL RM. SQ.FTG. b_ Where the building official determines that in-place soils with 4 ®���,� p g an allowable bearin capacity of less than 1,500 sf are like) As per Table 86023(3)Exterior Sheathing Attached with ad ROOM AREA = 123 SQ.FEET 9 p y p y Common Nails (0.131"Shank x 2.5" Long)at 6"o.c.at the Edge and PROJECT to be resent at the site, the allowable bearin capacity shall A-2 SCALE: NO SCALE the Field. 123 X DS = 9.84 SQ.R ALLOW. be determined b a soils inveeti ation. g p y Interior nGypsum Board Attached as per Table 86023(1)with 1-1/2" 55 McCann Ln.. 26.0 SQ.FT. PROVIDED PROV. be y g Galvanized Roofing Halls or I-5/8 Screws Type W or S at 1 o.c.at VENTILATION CALC. MEMBRANE UP AND the Edge and in the Field.(See Figures R602.10.8(i)and OVER SEAT PITCH ALL Greenport, NY i- 4% OF TOTAL RM. 5Q.FTG. -- R602.i0.8(2)on sheet A-3) p ROOM AREA = 123 SQ.FEET ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS SECTION 8310 Method GB: 123 X .04 = 4.9 SQ.FT.ALLOW. TILE TO DRAIN 13.(0 SQ.FT. PROVIDED O (REFER TO TABLE R301.7 OF THE 2015 International Residential Code 2nd Ed.) 1 (2020 Residential Code of NY State) Not used EMERGENCY ESCAPE AND RESCUE OPENINGS o O :2 x 6___ .1 i Q ALLOWABLE DRAWING TITLE: STRUCTURAL MEMBER r EFL O - DEFLEGTICN � = rXe ,__.._..", ,"_ � ° . � _ ," � �` ``'�. ` 1+ ` " p 8310.1 EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED.s O RAFTERS HAVING SLOPES GREATER THAN 3 ON 12 WITH FINISHED BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL First Floor Level Braced Wall Panel Calculation 1st & 2nd Floor Plan X SEX16T1NG - L/180 CEILING NOT ATTACHED TO RAFTERS HAVE NOT LESS THAN ONE OPERABLE EMERGENCY ESCAPE OPENING. Schedule as per 2020 NYS Residential Code N WHERE BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOM, AN VANITY W/ x INTERIOR WALLS AND PARTITIONS H/18p EMERGENCY ESCAPE AND RESCUE: OPENING SHALL BE REQUIRED IN ° EACH SLEEPING ROOM. EMERGENCY ESCAPE AND RESCUE OPENINGS Braced Wall Line Section 1=COORS L/3G O I p _ S-TO cF = SHALL OPEN DIRECTLY INTO A PUBLIC WAY, OR TO A YARD OR COURT D 2 X 5'-ID" THAT OPENS TO A PUBLIC WAY_ Bracing Method table GS-WSP GS-WSP GS-WSP CS-WSP ALK IN GL. - CEILINGS WITH BRITTLE FINISHES (INCLUDING PLASTER AND g 602.10.4 SE FILE No. „ / R31o.1.1 _OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES. table O SE T STUCCO) L/360 Min. Panel Length 602.105 24 24 24 2411 �� 4 - 1/2 %, D; EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL Per EXISTING X 6 / it CEILINGS WITH FLEXIBLE FINISHES (INCLUDING GYPSUM BOARD) L/24C� FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS, TOOLS OR Braced Wall Line Spacing Plan IT Il' 18' l8' ��� ����A PASS �� ®t�®® - - C=GIRL KNOWLEDGE. WINDOW OPENfNG CONTROL DEVICES E ON 4; r �� PAGE N0: [� O OMPLYING W1TH ASTM F 2OeO SHALL BE PERMITTED FOR USE Require ting Length bm2:m3n) 5' 5' - - ALL OTHER STRUCTURAL MEMBERS L/24D d Bra 5' S' LIN, GL WINDOWS SERVING AS A REQUIRED EMERGENCY ESCAPE AND RESCUE Ll LIGHT CALC. _ - - a OPENING. Wind Adjustment Factors 602103(2) e t EXTERIOR WALLS - WIND LOADS with PLASTER OR STUCCO a H/360 Si OF TOTAL RM. SQ.PTCs. - FINISH 8310.2 EMERGENCY ESCAPE AND RESCUE OPENINGS. 191 X DS - 15.28 SQ.FT, ALLOW. m �� ID r� X ROOM AREA = 191 SQ.FEET ' EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE MINIMUM i.Exposure Category 'H' 1.00 1.00 1.00 1.00 fi'OSE - EXTERIOR WALLS - WIND LOADS' with OTHER BRITTLE FINISHES H/24D I~ 26.0 SQ.FT. PROVIDED 0 p �D a DIMENSIONS AS SPECIFIED, IN THIS SECTION. 2.Roof Eave to Ridge I-Igt. 1.00 1.00 1.(I�m Lmm j � X231 t� VENTILATION CALC. `" " �' � L. Q u, H/24Dd 3.Wall Het ht (8') O IN- _ x EXTERIOR WALLS - WIND LOADS with FLEXIBLE FINISHES ! O 4�. 8310.2.1 MINIMUM OPENING AREA. g 90 90 90 90 N� 4io OF TOTAL W. 5Q.FTC. z e EMERGENCY AND ESCAPE RESCUE OPENINGS SHALL A NET CLEAR ROOM AREA = 191 5Q.FEET - LINTELS SUPPORTING MASONRY VENEER WALLS L/660 4.Number of BWL per Direction 1.00 1.00 1.00 1.00 0 0 OPENING OF NOT LESS THAN 5.1 SQUARE FEET. THE NET CLEAR OPENING ARCHITECTS 191 X .(04 = 6b SQ.FT.ALLOW. ° Q NOTE: 1_=SPAN LENGTH, H=SPAN HEIGHT DIMENSIONS REQUIRED BY THIS SECTION SHALL BE OBTAINED BY THE 5.Additional Holddowns n/a n/a n/a n/a ' 13.0 60.FT.PROVIDEDCID p o NORMAL OPERATION OF THE EMERGENCY ESCAPE AND RESCUE OPENING N1 a rt i n A. P a s s a n to a. For the purpose of the determining deflection limits herein, the wind load shall be pernit.ed FROM THE INSIDE. THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS 6.G sum Omitted �. y Gypsum n/a n/a n/a n/a e< to be taken as 0.1 times the component and cladding (ASD) loads obtained From Table THAN 24" INCHES AND THE NET CLEAR WIDTH SHALL BE NOT LESS THAN EXIST.WINDOW EXIST.WINDOW VANITY W/ 830122 C2). 20 INCHES. 1.Gypsum Bd.Fastening n/a n/a n/a n/a jArchitect b. For cantilever members, L shall be taken as twice the length of the cantilever. EXCEPTION. GRADE FLOOR OR BELOW GRADE OPENINGS SHALL HAVE u S.S.TOP Avera a Adjustment Factor 30 1-311 c. For aluminum structural members or argils used in roofs or walls of sunroom additions or patio A NET CLEAR OPENINGS OF NOT LESS THAN 5 SQUARE FEET. g d 915 .915 .915 .915 Lie. NY,NJ,CT,PA,VA,MD,DE,KT,WV,IL,NV,IN p P (� covers,not supporting edge of glass or sandwich plates,the total deflection shall not j exceed 1-/60. For continuous aluminum structural members supporting edge of glass, the total R310.2.2 WINDOW SILL HEIGHT Adjusted Braced Wall Length 5' S' 5' deflection shall not exceed L/115 For each glass lite or 1-/60 for the entire length of the WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND member,whichever 15 more stringent. For sandwich panels used in roofs or walls of sunrocm RESCUE OPENING, IT SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 Braced Length Provided 5' S' S' S' �% 2 �� a/ �®� Se Floor additions or patio covers, the total load deflection shall rot exceed L/120. INCHES ABOVE THE FLOOR, WHERE THE SILL HEIGHT IS BELOW GRADE, IT g Architecture d. Deflection for exterior walls with interior gypsum bd. Finish shall be limited to an allowable SHALL BE PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH Compliance (Pass/Fail) Pass Pass Pass Pass • Planning A-2 SCALE: 1/4^=1'-0' deflection of H/180. SECTION 8310.2.3. • Interior Design e. 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ARCHITECTS f ._.... . -... .. . --.. __. _. .._ .11. . .. .. 1.1 _ . - O��GJGOGC'.JO'O�<'O.J< OG_O O��C •04)'o O'':"C 4.,�0 - 1111.._. .. 1111 --- .. - - - - ..-- - 1111 _ .. ..._ _. a r s s t O JO G,>00 G ^4 J1 GOO J^�G,J�C G<O • <•O OOC OG�< OCI� GG C O s O. JOGJ OJ000 G GJ9J. J Mtn A Paan c'ocoJcoJ< o :n000°o< oo oc<'•:oc I rci ec ry Lic. NY,NJ,CT,PA,VA,MD,DE,KT,WV,IL,NV,IN 12 DIA. POURED CONCRETE 2 Pro ,/EXist ear E/evati®n i i i i i PIER FTCs YO 48'I BELOIU ADJ. 4 Pro ./E�rist Side Elevation '? GRADEITI PJ t A-3 SCALE: 1/4"=1'-0" I- I- J �- J A-3 SCALE: 1/4"=1'-0' • Architecture /, "/ • Planning • Interior Design �� 178 Bayview Ave., Northport, New York 1 1768 1 I E-Mae: m6artyp@jmparchitects co)m32-1315 i° :% / _ - .. -- .... _... . ..I.... ..... . . -_. _.. I..... .. .. .. ...._.111.1 1..11 1..__ . _. . . ... .- -. _... 11 _.. . .. -. . . .__. . ...... _____ .,. _._. . - ..... .