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�a iiFFac ao COGy�c Town of Southold 8/28/202'1 P.O.Box 1179 0 C* _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42295 Date: 8/28/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 500 Circle Dr,East Marion SCTM#: 473889 Sec/Block/Lot: 21.-3-18 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/5/2020 pursuant to which Building Permit No. 45470 dated 11/19/2020 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: single-family dwelling with half bath in unfinished basement, covered entry,covered porch and attached garage as applied for. The certificate is issued to 5 Kingsgroup LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-20-1335 7/6/2021 ELECTRICAL CERTIFICATE NO. 45470 5/18/2021 PLUMBERS CERTIFICATION DATED 5/19/2021 k4iQhaelHejrj9j 0 v u or e Signature Of TOWN OF SOUTHOLD BUILDING DEPARTMENT 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#: 45470 Date: 11/19/2020 Permission is hereby granted to: Mardikos James Irrev Trt 221 Brookfield Ave Staten Island, NY 10308 To: construct single-family dwelling as applied for per SCHD approval. , At premises located at: 500 Circle Dr, East Marion SCTM #473889 Sec/Block/Lot# 21.-3-18 Pursuant to application dated 11/5/2020 and approved by the Building Inspector. To expire on 5/21/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,481.60 CO -NEW DWELLING $50.00 Total: $2,531.60 Bui din spector ' TOWN OF SOUTHOLD o�SUFEQ(,�eoGy��l BUILDING DEPARTMENT y$ x TOWN CLERK'S OFFICE oy . 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#: 45292 Date: 10/6/2020 Permission is hereby granted to: Mardikos James Irrev Trt 221 Brookfield Ave Staten Island, NY 10308 To: 200A underground electric service. Atp remises located at: 500 Circle Dr., East Marion SCTM # 473889 LI Sec/Block/Lot# 21.-3-18 Pursuant to application dated 10/5/2020 and approved by the Building Inspector. To expire on 4/7/2022. Fees: ELECTRIC $85.00 Total: $85.00 Building Inspector Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.devlin('a)-town.Southold.n us Southold,NY 11971-0959 y' COUNTr,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: 5 Kingsgroup LLC Address: 500 Circle Dr city,East Marion st: NY zip: 11939 Budding Permit#: 45470 Section: 21 Block: 3 Lot. 18 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Pro-Line Electric License No: 32279ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 57 Ceiling Fixtures 14 Bath Exhaust Fan 4 Service 3 ph Hot Water Gas GFCI Recpt 15 Wall Fixtures 12 Smoke Detectors 3 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 81 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceding Fan Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt G8S Emergency Fixtures Time Clocks Disconnect Switches 71 4'LED 2 Exit Fixtures Pump Other Equipment. Hood, Oven, Fridge, Mini Fridge, DW, Micro, LED Mirror-4 Notes New Two Story House with Garage and Basement Inspector Signature: Date: May 18, 2021 S.Devlin-Cert Electrical Compliance Form As pi SOUTyoI Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q Southold,NY 11971-0959 cOUNj`t,�, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: S I ai�w Building Permit No. Owner: V-(`NS vie LCL Meprint) r Plumber: (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 of �n VINCENT PERS Notary Pu iic,State of Nevv York No.0ipEGjGM7 Qualifiedm Suffolk County �ComivG o'�expires kcvnmr i7, 0 l Notary Public, Sy �� Gounty Building Envelope and Duct Tightness Report 2018 IECC as amended by the 2020 New York State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 500 Circle Drive,East Marion NY 11939 Test Date 4/29/2021 i Building Permit#: 45470 Compliance Pathway ° Performance Test Completed by: Christopher Silvia RESNET Rater ID# 4150294 ; Home Energy Solutions NATE ID# 187 East Main Street ICC ID# Huntington,NY-1 1743 BPI# 631-673-0664 Building Envelope Tightness Volume Calculation: Check if: Floor Area Volume El Conditioned Basement Basement 1572 14148 ❑Conditioned Crawl Space 1St 1569 14121 ❑Sealed Attic 2nd 1527 16158 *The conditioned floor area of dwelling is calculated in 3rd 0 accordance with ANSI 2765,except that conditioned floor Attic 0 area i des areas where the ceiling height is less than 5 Total Volume 44427 ft CFM @SO pa 1417 Air changes/hr@50 1.91 Code Compliance: Pass Duct Tightness: Post Construction Te - otal Duct Leakage System-l: Within Condition Space ! Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa N/A CFM/100 fe CFA N/A Code Compliance: Exempt System 2: Within Condition Space Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa N!A CFMl100 fe CFA N/A Code Compliance: Exempt System-3: Duct Location Floor Area Leakage CFM @ 25pa�� CFM/100 fe CFA Code Compliance: All building envelope tightiness testing has been verified using instruments and procedures specified in ASTM E1827 as required by 2018 IECC as amended by the 2020 New York State Supplement,section 402.4.1.2.The building duct and plenum system has been verified as required by the 2018 IECC as am nded by 2020 New York State Supplement,Section 4033.4. Signature: Date: 4/29/2021 Christopher Silvia,Home Energy Solutions �u � �aOF SOGIyo # TOWN OF SOUTHOLD BUILDING DEPT. �yc0UN1V 765.1802 INSPECTION -[ � -FOUNDATION 1 ST N� [ ] ROUGH PL13G. [ ` ] -FOUNDATION 2ND [ ] INSULATION/CAULKING _ [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ''[ ] FIRE RESISTANT PENETRATION, [ ] ELECTRICAL (ROUGH) [ ]" ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: is _ �1 woal , DATE INSPECTOR - # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ r. F0UNDATION,2NDA/_0 UNDATION 1ST [ ] ROUGH PLBG. [ [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE--& CHIMNEY [ ] FIRE SAFETY INSPECTION ' [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE 'Wf D INSPECTOR SOUryolo Zell- TOWN OF SOUTHOLD BUILDING DEPT. 765-16®2 INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLRG. [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATI®N [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) i REMARKS: Ste- ✓ C CA • m DATE ®� �� '� INSPECTOR �aqf SOUTyo q * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ `] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ' '[ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: i DATE INSPECTOR �� SOOlyo6 L4 # # TOWN -OF SOUTHOLD BUILDING DEPT. �`y�ourm � 765.1802 INSPECTION [_ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] " INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [' ]- FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: WL coc DATE S INSPECTOR A OFSOUtyp� L4 5� L4 - # * TOWN OF SOUTHOLD BUILDING DEPT, �o . �o `ycnu765.1802 INSPECTION [ ] FOUNDATION 1ST [ '] ROUGH PLBG. [ ] -FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ']- 'FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: t2, s2o �o oleo /1?? f( MAJ.,- 5L4�&Tl2 l GAb 1 AJ J'PZ56-77c.) A) 0k DATE 5 15 INSPECTOR � :=, � o��OF 50GlyO ` # TOWN -OF SOUTHOLD BUILDING DEPT. °`y�ourm ' 765-1802 INSPECTION - I FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ rSLATIOWCAULKING U FRAMING/STRAPPING [ NAL /V�> [ ] FIREPLACE & CHIMNEY- y [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIONVt- PRE C/O REMARKS • nq %4'� A) icf4low 6VWA nn lJ S C* 1 DATE qlq b9lINSPECTOR f� t SUS QUALITY STAINLESS STEEL INC T" ADD:574159 ST MASPE TH 11378 NO.646-250-5050 ICED:www.usaualrtysteel com out company completed a glass railing project in 500 circle Dr w East Marion NY 11939 on February 1,2021. The indoor glass is half-inch tempered,and the railing material is black powder coated square stainless steel.The outdoor one is also half-inch tempered glass,and the railing material is round stainless steel with black powder coated also.All projects have been successfully completed,and the balance has been paid in full. Project manager:sam zhao QUALITY STEEL NY INC DATE: 2/1/2021 57-41 s Invioce : P : 6462505050 9175284561 TO : 500 circle Dr east marion M3pKuS luafl s eeeom No Description I JQTY Junitprice JAmount indoor and out door glass railing 0 Frame with black powder coating 0 Half inch temper glass 0 Post am-2 by 2,top railing are 1 by 2 0 0 0 0 0 0 0 0 0 0 0 0 SUB Total: 500 Signature Tax; 438 Total: 5A38 Date.02/01/2021 Dep4 Balance: 5A38 Notice 1.All sale are final sale no exchage no return 2.A11 the job require 40%of total amount for deposit 3.Only take rash or check for payment 4.Any change after signed will cost addition charge to customer _ r *`: , 4 s •IRh 11}6 ,. '4 �� ..,, Y }. qty-•�. AIL- y j * LL k t �W y rp.g � a r" r RAY DOVER,ARCHITECT ARCHMecirum DESteN IN1'MOR bESIGN PLAWNG&DEMOPMBf.T_ RESIDMAL-COMMERCIAL-MDUSTMAL 9S RICHMOND AVENUE S.AMITYVIL.L.E,,NEW YORK 11701 Phone/Fax:(631)691 1718 EMAILRDARCHITECT@YAHOO.COM May 18,2021 Southold Building Department 54375 Route 25 Southold,New York 11971 RE: CERTIFICATION of INSTALLED INSULATION New Residence @ 500 Circle Drive,East Marion. To whom it may concern: This is to Certify that'I,Raymond Doner, Architect, have been retained by Adrian Konior and do hereby Certify to the Southold Budding Department that All Insulation Values as Depicted on My Approved Architectural Drawings was Installed Meeting All Applicable Building Construction Codes and R Values. I acknowledge that the Southold Building Department is relying on this Affidavit to issue a'Certificate of Occupancy for the above Referenced Construction. Sincerely, EL Ray Doner, Architect. ��5��ONI?OQ �'/1• •..ii•_ � a A_ 024������ of ��� k 1 R�f ra p v k,(o m/hoMcwrap HE USA { '., .:.r,;,..... �.. -... NOW - �,�m.��r:�rs• - -»„ems-. 1 ' x, iAib- get loom.1 T i x R :. s qtr+-�► i S� ,'4 � ���x _. :;�:; • � � �� �? a �� ��.1-� �� s � ° � � Y-r � � � ': ; • `� I rc,,, _ �' � v � � :_ a, � � F �a' �,.�. � �,. �'�- .�' &(. i �- � � � ,.-� i . f ,1 d � 1 �� �, � �'� � * , �' K � 5` '� t � } R e sat � � i � _ i�,,�'�` �;� -� �� _ +� ' "'e �� �� ti:� - -- �. r i N f - Z. 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T 'f P)OW � FOUNDATION(1ST) r ROUGHFOUNDATION(2ND) mppA- 1 ENERGYPLUMBING T, INSULATION PER N.Y. STATE • 1 - 11 • CO)IMEDiTS RAW !ill ��i111Pq I ml a,KNOW ��� gaff k��� TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtowrmy.gov Date Received APPLICATION FOR BUILDING P RMIT 2 For Office Use Only PERMIT NO. Building Inspector: NOV 5 2020 Ap'pl'ications.arfd;forrns must be filled"out in#h'eir aperifiety.,lncomple ot6eacceti; hrehyA *te:="- BJMDg. �_yr DEPT. W � t Owner's Authorization form(Pate-2)`shall be=completed:u - = TOWN C7`JTTHOLD -Date: 11/5/2o - - - - - dUf(N1R S OF.PROPERTY: -- Name �,( e�(�� (�fuG� Pe (eUSI SCTM#1000- Physical Address: 55 -OPT ff ILL CIE CODS _5-jI9 �030J Phone#: 91-7 9�2—37-62 Email:1-_Ypkl._B,901T(P "S0, C oty Mailing Address: _ - :CONTACT=PERSON: Name: AaP,(A�\J rO N Q O(L -Mailing Address: 30 S ZiES—) V � � 0 Y ///i9j12- Phone#: �j�� Ll(�—L,�p o L Email ISO N( k)c Ce c���(�}lL.C06L-1 ESIGN PROFESSIONAL.INFORMAT 0Ns_ - - Name: - Mailing Address. –15 4V C1 Phone#: LC Email: PC(It / OCTO C' CONTRACTOR`INFORNIATIORI: _ Name: W BIAS C0&JC T P_(/G71 o a) Mailing Address: –76 6- M —kJ L4V CL -) (l/ LLC; /�_ V Phone#: 1-16 3'6 7 0 Email: IU 14- :DESCRIPTION'O = F=PROPOSED CONSTRUCTfON - - 774- - ew Structure ❑Addition []Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ �j00 �0<o-o Will the lot be re-graded? ❑Yes o Will excess fill be removed from premises? dyes ONO 1 i IN ��N- -ROPEfI7F 5,z Existing use of property: re Intended use of property: pe-aa eclhla Zone or use district in which premises is situated: Are there any covenants nd restrictions with respect to this property? E]Yes Xo IF YES, PROVIDE A COPY. T, "Iff-Chetlk BoxAfter-Rbadi -iL iona isrespdnsible-ibi-aildiirni'gi-,a6diti)riiiiratir=issqes-akproyidi!dby�,;�,--,�--, g:� -tor/desigri pro iis� I MADEtb` Building-Depattmc�rit-f6rth-e'itsudni�dofa'BuildiifgPethiitouh;Oifitioth�Bui'ld!A'R"�iiini�- ,Chapter 236 of the ToWfi&ae�,.-APPLICATION IS HEREBY the wn,o,SputhoId;Si4olk,�66Giy, al j�onjikjcilon of buildings; ---additions;altera-ii4ni-6rfor,'jernovil`diae 6ibn-a_�fiere-in- des --c,' ed.4h--&-a�pIj`ia6t,agh�s to-prnp f withalla-l-lLap_applicable -1—n g—c di hpusigg code and regulatidii and to,admlf;4ih6riiedjnSPPctori-onlpimiie�jrdiK�UlIdfngjS)for necessary inspect_ons.False statements-a&e'jeei 'a te Law. -Se 10.45 of the New�'#�niehal�ile -k-misdemeanor pursuant to h YorkStatePenal�s Class a Application Submitted By(print name): fjppltqp j MiNifo(LeAuthorized Agent DOwner Signature of Applicant: r-10V Date: /r� /2 fj �`—^� - Ctx1 STATE OF NEW YORK) SS: COUNTY OF Su.FFOL-< ) — A V(-f(+4) tf--Oqjt® P— being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the 094 (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 5 day of 00"LOIM�XV 202-0 Notary Public Monika Maiewski NOTARY PUBLIC,;,TATE OF NEW YORK L PROPERTY OWNER AUTHORIZATION Registration No.0 1 MA6392440 Qualified in Suffolk County I (Where the applicant is not the owner) Coninuss on COMHusssion Expires 05/28/2023 '7 14 1 LL.CM Co t e;7' residing at D F I;qATc-#J T-9LA ID? 0 Y do hereby authorize �D em tj ICO I\j I® to apply on my behalf to the Town of Southold Building Department for approval as described herein. JW-b,&!� �,IUSE I (�/9-0 - Owner's Signature Date P(int Owner's Name 2 o�®saFQ1 c OG BUILDING DEPARTMENT-Electrical Inspector ® :g TOWN OF SOUTHOLD CIO Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802-FAX(631)765-9502 Temporary Certificate # b 3'L( Date J& 2020 Customer Name , f 4's p Electrician Name <PPV Z-/ Address c-WC. r-e r fPhone �• e-mail e-mail Phone License# Size la- /_0 -A Phase f Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is vali d trom the date bove. Authorized by 7�� L5 ,.BUILDING DEPARTMENT- Electrical Inspector ,OCT o 5 2020 TCDeAlN OF soUTH®LD Torn Hall Annex- 54375 Main Road - PO Box 1179 u Southold, New York 11971-0959 IYT" Telephone (631) 765-1802 - FAX (631) 765-9502 ro err southoldtownn . ov - seand southoldtownn . ov., APPLICATION FOR ELECTRICAL INSPECTION ELEOTIRI`CIAN' INFORMATION (Au Information Required) Date Company`Name: 0-. _ E L C R.t C NC License No.: A221< E E A email: ® -LNES -CI tC.0 Address:,-, ( 3 a. H'0A1T . IC _. F1MPO S 1V y Phone,No.: / - �)M JOB SITE INFORMATION (All Information Required) Name: 7) 1 Jco,5 . _J jjHES Address:_ EOG � I C -C-14 ST X42 t ON Cross=.Street:_ V V[l; AVE V E Phone No.: Bldg.Permit#: d email: HoAl/.-:3ENIT6' Hs P co, Tax Map;District:_ 1000, Section._ Z __ _ Block: ti 03 Lot: _I g . BRIEF DESCRIPTION-OF-WORK (Please Print Clearly) IV,F(.� 200 �} NJ PC ZOV QD S F Z V I C E t 1-14 T-'R 82U f21-61- C77�21C PA.) Circle All That Apply:_ Is job ready`for inspection?: YES Rough In Final Do you need a Temp Certificate?: (2E0/ NO Issued On efn Temp Information: (All information required) Service°Siz Ph 3 Ph Size: _200 A #Meters�_ Old Meter# N/6 New Service-- ire Reconnect- Flood Reconnect- Service Reconnecte - Undergroun Overhead # Underground Laterals- 1 2 H Frame Pole Work done on Service? N Additional Information: PAYMENT,DUE.,WITH.APPLICATION, Request for Inspection Form.xis BUILDING DEPARTMENT- Electrical Inspector Ss TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 65 Southold, New York 11971-0959 Telephone (631) 765-1802-- FAX (631) 765-9502 = ro_ 'err@southoldtownny.gov .seandCD_southoldtbwnnV aov �. APPLICATION FOR ELECTRICAL INSPECTION _ ELECTRICIAN INFORMATION (All Information Required) Date:. E2 p �,_ _—- •-C-om an =Name:- -_ _ - - _ - --- -- ----------�-- .�__._---------- ------ - Name: `-P►L(�1-�5t License No.: 3.22 9 email: pt:7 (e 70 PR _ L I ti _ Address: Phone No.:, iLjI JOB-SITE INFORMATION (All information Required) s, Name: R LLC - Address:• `J P-1 - oo ., Cross-Street: a,U -V Phone No_ i.1 C Bldg.Permitt. _ _14 g,143 er�aail; ©IVl IJ�Ci �lAl Tax(Map Distract:_ 100 Section: Block: Lot: ( _ -BRIEF DE8CRIPTION'01= WORK(Please'Print Clearly) _ I-Le,C,2 �n�sfr �C� 4• Circle:All That Apply', is job ready for inspection?, YES I NO Rough In Final -Do you-need a Temp"Certificate?: YES"U Issued On %O J71 ZO Temp-Information: (Alhinformation7equired) --- - - - _. Service Siz ` 4�Ph 3 Ph Size: _ Q O A #Meters�_ Old Meter#, /U� ; ew Service Fire'Reconnect-Flood Reconnect-Service Reconnected ndergroun - Overhead #Underground Laterals- 1 2 frame - Pole Work done-on Service? Y, •Additional Information:- , r � ,r-'•,r'-'t`('� i f�,."., , m-- f )PAYMENT:DUE-WITH APPLICATION r. P, ,, i i L DEC, 102020 c7 N Reque$st for Inspection Form. ls \�( („ \ry v 1\ PERMIT# Switches Outlets I GFI'sSurface , Sconces 1, H H s 1 1� UC Lts Fans a_ Fridge : HWGV _ Exhaust �, Oven Dryer y" Smokes DW Service • , , , Carbon Micro Generator Combo - Coo op Transfer`- ' . AC AH` I .. „ ., Mihi ', "„.t Special: Ll/ Comments C '111ha11� 4. Town Hall Annex �y Telephone(631)7654802 54375 Evtain Road a` Z-0 u, Fax(631)765-9592 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTIMATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: l f/S/ 2a Owner: _k4--WIr-AOS a645S Tp,!L '7 eV. i Location of Property: 90 OEQC7 i Please to notice that the (check applicable line): New commercial o esi ential s cture i Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction(TT) Pre-engineered wood construction(PW) Timber construction (TC) in the following location(s)(check applicable line): Floor framing, including girders and beams(F) Roof framing (R) i Floor and roof framing (FR) Signature: Name (person submitting this form): #P 900 �,-C ti l 0I., Capacity(check applicable line): Owner Owner representative TrussRegl5.docx Effective 1/112015 -- -- -- - -TA co e �1 C7►� - - -ry---- V 06 4 - -------��__ �•�. _ _.� 2t.2_w�c- � -amu - � ----- �-------- .- ------- ;n-`'=� i 1 t� 1 . L - S, BARGAIN AND SALE DEED wi rH COVENANI AGAI.NS r CIL\NTOR'S ACTS(INDIVIDUAL OR CORPORATION) STANDARD NYBTU FORM 8007 CAUTION I HIS AGREEMENT SHOULD BE PREPARED BY ANA rrORNCY AND REVIEWED BY ATTORNEYS FOR SELLER AND PURCI IASIR BEFORE SIGNING .U4 44. THIS INDENTURE,made this 'day of DECEMBER,2020 between NICHOLAS J.MARDIKOS AND THEODOSI J.MARDIKOS,As Trustees of the JAMES MARDIKOS IRREVOCABLE TRUST,dated 11/18/20981 residing at 63 Fort Hill Circle,Staten Island,New York 10301 •°r1 ]``� party of the first part,and 5 KINGSGROUP LLC l� SEC residing at 87 Sandy Court,Riverhead,New York 11901 party of the second part, r a ID W177VESSETH that thea Hundred-' :` b` Y p rty of the first pare, in consideration of Three Fifty Thousand ($350,000.00) Dollars, lawful money of the United States, and other good and lawfulconsideration paid by the " party of the second part,does hereby grant and release unto the parry of the second part,the heirs or successors and assigns of the party of the second part forever, ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected,situate, lying and being in the See Description Allached BEING the same premises previously conveyed to the grantors herein by deed dated November 18,2008 and recorded on August 20,2009 in Liber 12597 Page 393. TOGETHER with all right,title and interest,if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof, TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said pi emises, TO 11A VE AND TO HOLD the premises herein granted unto the party of the second part,the heiis or successor s and assigns of the party of the second part forever. AND the party of the first part,covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund io be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose The word"party"shall be const) ied as if it reads"parties"whenever the sense of this indenture so requires. IN 6VITA'ESS WHEREOF, the party of the first part has duly executed this deed the day and year first above written. NI HO S J.MARD THEODOSI J.MARDIKOS FN' ES NCF_OF: } Acknowledgment by a Person Within New York State(RPL§ 309_a) STATE 0= NEW YORK ) COUNTY OF RICHMOND ss.: On the 31tD day of DECEMBER, 2020, before me, the Undersigned, _ MARDIKOS AND TI-IEODOSI J MARDIKOS personally known to ne or Qrovoed Personally me onrtl e as sI oNICOLAS .f. satisfactory evidence to be the nulividual(s) whose name(s) is (are) subsci ibed to the within instrument and acknowledged to me that he/she/they executed the same m his/her/their capacity(ies), and that by his/her/thei,- signature(si on the instrument, the individual(s), or the Person upon behalf of which the individual(s) acted, executed the instrument. Notary P ;blic --- i GRACE V. MATTEI Notary Public,State of New York No.01 MA4687097 Qualified in Richmond County +�3 Commission Expires April 30,20 ` TitleN0_(3-S-15060 District: 1000 Section: 021.00 1l�dE1121�IIa®S 131oc1: 03.00 To Lot 013.000 5 IaINCSGROUP l,ii_,C Count Town County or SUFFOLK Strect Address: 500 CIRCLE DRIVE EAST MARION, NY Return By Mail To: FHOWARD I. HORN, ESQ. 585 STEWART AVENUE SUITE 530 GARDEN CITY, NEW YORK 11530 Reserve This Space I{01- Use Ofr'Recoi-dinb Office f j '7t; IF' —\TE[ D Residential C CommcresE)l TitIP IrISI_n-sncs sincs 'I Gaza as agent for First American Title Insur(ince C'otnpaiq SCHEDULE A DESCRIPTION Title Number: 563-S-15060 Page: 1 ALL that certain plot piece or parcel of land, situate, lying and being at East Marion, Town of Southold, County of Suffolk and State of New York, bounded and described as follows: BEGINNING at a point on the westerly line of a 50 foot private road known as "Circle Drive" distant South 2 degrees 00 minutes East 152.6 feet, more or less, along said westerly line from the southerly line of Aquaview Avenue, said point of beginning being the southeasterly corner of land of Holecek, from said point of beginning; RUNNING THENCE along said land of Holecek and along the lands of Brown and of Shannon South 77 degrees 19 minutes 50 seconds West 208.2 feet to an iron pipe and land of Farmakidis; THENCE along said land of Farmakidis and along land of Kantarzis, South 13 degrees 45 minutes 10 seconds East 250.0 feet to an iron pipe and land of Berill; THENCE along said land of Berill and along other land of said Brown North 77 degrees 19 minutes 50 seconds East '156.11 feet to said westerly line of said 50 foot private road known as "Circle Drive", THENCE along said westerly line of"Circle Drive" North 2 degrees 00 minutes West 254.4 feet to the point of beginning. TOGETHER with .a right of way over said 50 foot private road known as "Circle Drive" from the southeasterly corner of the premises northerly about 407 feet to Aquaview Avenue and over Aquaview Avenue to Rocky Point Road. I /V% NYS 1 F New York State Insurance Fund 8 CORPORATE CENTER DR,2ND FLR,MELVILLE,NEW YORK 11747-3166 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE Db ^A^A A A 461989045 NORTH FRANKLIN BROKERAGE , 13 NORTH FRANKLIN STREET 0 HEMPSTEAD NY 11550 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER CUBIAS CONSTRUCTION CORP TOWN OF SOUTHOLD 76 GARDNER AVE 53095 ROUTE 25 HICKSVILLE NY 11801 PO BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE H2462 539-4 656200 01/24/2020 TO 01/24/2021 10/6/2020 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2462 539-4, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. _ IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT NOEMI LOPEZ TORRES CUBIAS CONSTRUCTION CORP ONE PERSON CORPORATION THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 190125258 U-26.3 J- ODCORUT� CERTIFICATE OF LIABILITY INSURANCE DATE30/DD/20 10/30/2020 PRODUCER . 516-564-5656 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION NORTH FRANKLIN-BROKERAGE INC. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 13 N FRANKLIN ST HOLDER.`THIS"CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. HEMPSTEAD, NY,11550 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURERA: AMERICAN EUROPEAN INSURANCE CUBIAS CONSTRUCTION CORP INSURERB: 76 GARDNER AVE: INSURERC. HICKSVILLE, NY•*1801 . INSURER o: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID;CLAIMS. INSR ADD'i POLICYEFFECTNE POLICY EXPIRATION POLICY NUMBER ' D LIMITS GENERAL LIABIUTY :, EACH OCCURRENCE $1,000,000' A ✓ COMMERCIALGENERALLMILITY -DAPREMISES RENT rence $100,000 CLAIMS MADE, OCCUR, MED EXP(Any one person) $5,000 SKP2007842 10' 10/21/20 10/21/21 PERSONAL&ADV INJURY $1;000,000 GENERALAGGREGATE $2,000,000 ' GEN'LAGGREGATE'LIMITAPPUESPER: PRODUCTS-COMP/OPAGG $Z000,000✓ 'POLICY PRO- LOC ErIT Al/TOMOBILE 41ABILITY COMBINED SINGLE LIMIT ANYAUTO (Eaacadent) $ ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY $- NON-OWNED AUTOS (Per accident) PROPERTYDAMAGE $ (Peraccident) GARAGE LIABILITY, AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHERTHAN EAACG ,$ AUTO ONLY: AGG $ HEXCIESSIUMBRELLALIABILITYY EACH OCCURRENCE $ _ OCCUR a CLAIMS MADE " AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION ANDWCSTATU- OTH- EMPLOYERS'LIApILITY ' ' TORY I S E ANY PROPRIETOR/PARTNER/ECECUTNE E L.EACH ACCIDENT' $ OFFICERIMEMBER EXCLUDED_?. If yes,descnbe under` E L.DISEASE-EA EMPLOYEE $ SPECIAL PROVISIONS below E L.DISEASE-POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS According to policy terms and conditions certificate issued for proof of coverage. CERTIFICATE HOLDER, CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION TOWI1 Of Southold DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN 53095 Route 25 NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL PO BOX 1 179 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR Sothold, NY 11971 'REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25(2001/08) ACORD CORPORATION 1988 YORK workers'STATE Compensation CERTIFICATE OF INSURANCE COVERAGE Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier la Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured CUBIAS CONSTRUCTION CORP 516-439-3670 76 GARDNER AVENUE HICKSVILLE,NY 11801 1 c.Federal Employer Identification Number of Insured Work Location of Insured(Only required if coverage is specifically limited to or Social Security Number certain locations in New York State,i e,Wrap-Up Policy) 114786049 2 Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company Town Of Southold 53095 Route 25 3b.Policy Number of Entity Listed In Box"l a" Po Box 1179 DBL605178 Southhold, NY 11971 3c Policy effective period 12/18/2019 to 12/17/2021 4 Policy provides the following benefits A Both disability and paid family leave benefits. ❑ B.Disability benefits only. R C.Paid family leave benefits only. 5 Policy covers: A All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law B Only the following class or classes of employer's employees Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above Date Signed 10/6/2020 By wid 4f (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Name and Title Richard White, Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B,4C or 513 is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board (Only if Box 4C or 5B of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only Insurance carvers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance camers are authorized to Issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DB-120.1 (10-17) III 11111°°1°1°1°1°°1°°11°1°11°1°°1111 11 w AVENUE TEST HOLE DATA ' t RECEIVED ST HOLE DUG BY McDONALD GEOSCIENCE ON AUGUST 25, 2020) AQUAVIE N SURVEY OF PROPERTY 2®2® -- c -`- I DARK BROWN LOAM OL SI T UA TE SEP /'� m MOM SILTY SAND ML TOWNS OF SO ON T "EA- SERVICES ) 13ROMILTY SAND SM SUFFOLK COUNTY, NEW YORK -" S.C. TAX No. 1000-21 -03-18 $� \` SCALE 1"=50' BROWN FINE TO MEDIUM SAND SP AUGUST 25, 2020 __-___-_ -_20.5' HOUSE r M� v // \ HIGHEST E%PECfED GROUND ROUND TOTAL LOT AREA = 45 I—� / a O ` TEST WELL No uses L7�aO7zzoa9o/ s 7278z.1 ,565 sq. ft. / M w�LL 1.046 ac. �' , \ \\\•��/j0a'2o, // / ,�0 � 1 NO WATER ENCOUW5-6 cEssaooL O N/O/F FtoSA 1 asp T — / N / 1 A• GEgOHBS I �VACAN \ / a / �� I A1�DRA G. 1 \\ "\e PP NOTES. CL CtiAE SS DI5 /'/ 19,p T`` \\\ \\ 4, / /� I 1 ELEATUM EXISTINGACONTOURRE RLINES ARE TO SHOWN THUS 988 --XK —_— DWEWNG k 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,200 GALLONS. �PypUTA /' N 77 '_ 1 TANK; 8' DIA. X 4' LIQUID DEPTH ` MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. 40—_ r \\ \\ \\ 1 POOL; 8' DIA. X 12' DEEP Cleanout must be installed on the PROPOSED SOX FUTURE EXPANSION POOL /CESSPOOL O septic tank inlet waste line.All utilities ®PROPOSED S' DIA.X 12' DEEP LEACHING POOL / •P ___—__ �\ \ \\ \� -- // / yip z'/ require a 5ft minimum separation to o PROPOSED 1,200 GALLON SEPTIC TANK the septic system. 3. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. DRAINAGE SYSTEM CALCULATIONS: ' HOUSE � 'i '��aA1 DRIVEWAY AREA: 1,100 sq. ft. '� cT 1 / F1FAV11-� \ 1 1.100 sq. ft. X 0.17 - 187 cu. ft. 1 \ / 187 cu. ft. / 42.2 = 4.4 vertical ft. of 8' dia. leaching pool required PROVIDE (1) 8' dia. X 5' high STORM DRAIN POOLS WELL I vi 1 / _ — I ROOF AREA: 2,200 sq, ft. \ / OCESSPOOL 2.200 sq. ft. X 0.17 = 374 cu. ft. \ / I 374 cu. ft. / 42.2 = 8.9 vertical ft. of 8' dia. leaching pool required \ / PROVIDE (1) 8' d1a. X 10' high STORM DRAIN POOLS I � \\ Q o 1 I 1 �0 K COr DESPARTOF LTH SERVICES 51' 6FF1 HOUSE FOR{�p�P���ROTVAa.Oy'1�CONSTRUCTION z�Or�NSTRU T ONLY FOR A \� / 1 m 50' _ % m �qyy 1L•291 'd$ �R E 98L��.l�CE O1$b+Et ssAE 1 b A / I oRl zIS (?. 5 WELL WELLg .�.�..—�..._e.... LFA �• \ L'C.F£L 1� .r;� -MOF L:S. ROViMS TEST r0 �o \ HOUSE �x \ vim,' MrRES !'��EE 'ARI S FROlvi D i E OF APPROVAL x. NATER LINE(S) MUST BE INSPECTED BY THE 156.1 EXCAVATION INSPECT REQUIREDSUFFOLK COUNTY DEPT. ®E' HEALTH SERVICES, G.CESSPOOL G / / N D GS gg9 > N 77' 9 -/- DM.W116 HEALTH DEPARTMENT CALL. 1352 X13 I�IiUP,S fiv ADVANCE, N ff. yucirr� VA°A PREPARED IN ACCORDANCE WRW11I E MI�pNuJ�N b UNAIHIS SURVRIZEDEY ALTERATION OR ADDITION STANDARDS FOR TITLE SUR4A q��s'rAB1-LSH�bi�° \e ''SECTION THIS SURVEY IS A VIOLATION OF BY THE LIALS.AND AP ROtt��L1)Qtl0' HOUSE EDUCATION2LAW.09 F THE NEW YORK STALE E ` FOR SUCH USE BY TH 'YOR LAND, TRIP ASSOCIATION , o 0� z Nathan Taft Corwin III ITHEIELAND FSU S OF THIS SURVEY NOT SEAL OEARING EMBOSSED SEAL SHALL NOT BE CONSIDERED -a Land Surveyor TO BE A VALID TRUE COPY. �" VACA CERTIFICATIONS INDICATED HEREON SHALL RUN (ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND ON HIS BEHALF TO THE u ° Successor To: Stanley J. Isaksen, Jr. L.S. ITTT E COMPANY, GOVERNMENTAL AGENCY AND ,•; ti � Joseph A Ingegno L.S. !ENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INS I- V ice : Title Surveys - Subdivisions - Site Plans - Construction Layout TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. �- PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHT OF WAYSO AND/OR EASEMENTS OF RECORD, IF ` OFFICES LOCATED AT MAILING ADDRESS 5-7 ANY, NOT SHOWN ARE NOT GUARANTEED. l UC'IN d. 50'467 1586 Main Road P.O. Box 16 \ vu->V1`� Jamesport, New York 11947 Jamesport, New York 11947 AVENUE 'I NQ SURVEY N ! SURVEY OF PROPERTY SITUATE m EAST MARION -- WELL Npora,T TOWN OF SOUTHOLD ' N O SUFFOLK COUNTY, NEW YORK o= S.C. TAX No. 1000-21 —03-18 HOUSE p m SCALE 1 "=50' ci AUGUST 25, 2020 WELL NOVEMBER 20, 2020 REVISE PROPOSED HOUSE & LOCATE DEER FENCE CESSPOOL pjyf,(pMHp �EIIOHH9 2�oNc��MON' w tH-I DECEMBER 9, 2020 FOUNDATION LOCATION OII"r1D ,,,CAW N N 11101FF LlIC10 Ci I �1py ri sI�yIIQDIS ANG 77 1950„ E o j TOTAL LOT AREA = 45,565 sq. ft. o� N II---II 1.046 ac. CONC MON• rn II V �d CERTIFIED T0: I I—i 5 KINGS GROUP LLC CESSPOOL O ti t� ABSTRACTS, INCORPORATED 563—S-15060 > FIRST AMERICAN TITLE INSURANCE COMPANY y Z x HOUSE c _"•�\ WELL CESSPOOL fEt10E CONCRETION` Il 0100• EpU%AD A3, .'< HOUSE F 0 \ xyt• o \ _WELL xxc .o \ p NN ,WELL �c�� ` ;o Ap TEST HOLEL Nj' PREPARED IN ACCORDANCE WITH THE MINIMUM �c £ \ Y STANDARDS FOR TITLE SURVEYS AS ESTABUSHED HOUSE �y. �, \ Do BY THE LI.A.LS.AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND •nr.,j ,��, \ ri TITLE ASSOCIATION. A \ T \ 156 pEEo CESSPOOL O INCE 11.0•E• „ E Gr' HOBS � S 156.11• 1 I C M0N• CON 0411110 N%H FHEgIr1I L 6X15P00UNN 0'NN Y.S. L c. No. 50467 CES y1JCILI'E NpCANT TO THIS RIZEDSURVEY ALTERATION OR ADDITION I TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW Nathan Taft Corwin III j HOUSE 1 COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED i TO BE A VALID TRUE COPY. CERRTICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY V pCA1TI IS PREPARED,AND ON HIS BEHALF TO THE Successor To. Stanley J. Isaksen,Jr. LS TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. Ingegno LS LENDING INSITNTION LISTED HEREON,AND � TO THE ASSIGNEES OF THE LENDING INSTI— Title Surveys —Subdivisions — Site Plans — Construction Layout TUIION CERTIFICATIONS ARE NOT TRANSFERABLE l PHONE (631)727-2090 Fax (631)727-1727 - THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. 1586 Main Road P 0. Box 16 I Jamesport, New York 11947 Jamesport, New York 11947 I — v.1 HAI q 5cf,?o p'Q'G SURVEY OF PROPERTY $ SIT UATE EAST MARION +PL TOWN OF SOUTHOLD JUN i ; SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-21-03-18 SCALE 1"=50' StAUGUST 25, 2020 + NOVEMBER 20, 2020 REVISE PROPOSED HOUSE k LOCATE DEER FENCE gases . as DECEMBER B, 2020 FOUNDATION LOCATION CESSPOOL Og9RA G I MAY 25,2021 FINAL SURVEY gpp1��� a � w N 71T950 E • o TOTAL LOT AREA = 45,565 sq. ft. OF cow T� / .i` 1.046 cc. j CERTIFIED TO z • _ go 5 KINGS GROUP LLC C O o ABSTRACTS, INCORPORATED 563-S-15060 14 / � $ FIRST AMERICAN TITLE INSURANCE COMPANY SEPTIC SYSTEM h WELL TIE DISTANCES $R ; HOUSE mYEA x9usE maNCa•W "use maxER7• �S OUTLTANK OUT3Y 20• _-�,�L ✓� O SET COYER CESSPOOL COVER 54' 3-V WEIL �{1CT x cc�3 O WELL lag' In ro9lA 2m �o 2S(09( S� ,'• a I NOUSttP • gl HOUSE WFF�X COUl PV 0c'PART0.�'W OFatMTH SERIit M �t APPROVAL OF CONSTRUCTED V60RKS FOR wnE m , x8 y g e + A SINGLE FA-ILY RE&DENCE yy ®ale.➢11LM H S.RBF.M. t2 a�-1335 NICD N A[ODRSNZ[WM THF YMtlIY naaE TIM sp=99 d"'1J64d Gta w"'S MWOVeRFn"5 L`OC16"rJ 60�TxE Uw'�s.um,wFsu�nen 1a� t G `� 81eM7t fYYH7t1 PIB IE &7160Att1C 9 ;¢No (lrU"D � t � 03. �:syFO�A � �y9,So.E ZT Craig Knepper,P.E.,Chief N Office of Wasterw NY.�De.�Ne 59!97 OP,NF NFN -Co Nathan'Taftrwin III ro BE n Yum Ham �a61TNOE oovr Land Surveyor Fufiossm vat vuu NOr 9E mamo® mS1fOUmtb.eG,ro HBBNI 9"tL NN 016Y ro TIE FFl"6oN iOR YIIAI 1NE 9QNtY TI1lE Wdl1N'L"�OdWo4XtN.KTMY um Su[amr Ta 9vnle,A.tqW..L.LS UD�i aGTRNRa1 ISItD NOEON,W O JoAPh b F L.S. JUL m 2021 ro TE AS501®Oi,.E leer!NST- ,m.9vprye—aa.��,..._Sae PAp— fmdYcNai 1ary! ,mIGN.mmuivs YE NRF TaNaDTRANc THE-STENCE OF RIGH OF WAYS PHONE(631)727-2990 Fat(631)727-1727 AND/OR EA EATS OF RECORD.IF OFFICES LOCOED W MUNG ADDRESS ANF.NOF 9NONM ARE NOT EIIARAl1IF[D. 1566 Ram Rana Pb Box 19 geyT�*�pg7� DEPT. A—.Vmk N-Yah 11957 UNINap-m Mea Y k 11947 RUlT,DTIrTG DEP H T0t7,,r�T Cg i . so' MIN. STORMWATER MANAGEMENT NOTES: SURVEY OF PROPERTY OR TO BE SUFFICIENT TO KEEP SEDIMENT ON SITE 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION I 36" HIGH POLE (MAX.) MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING SITUATE HAY BALES AND/OR STEEL OR WOOD POST AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. SILT FENCING a 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, EAST MARION o FLOW A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF STEEL OR WO(D U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING EXTRA STRENGTH FILTER FABRIC POST (TYP.) AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. TOWN 0 F S 0 U T H 0 L D Q W ny REO'D. WITHOUT WIRE MESH SUPPORT THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS L___________ _________________ . UV/\5 . r 10' MAX. O.C. SPACING OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL SUFFOLK COUNTY, NEW YORK O z o /\\%/\\ �\\%/\\% W/ WIRE SUPPORT FENCE DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS /}/ ✓\ \ 6' MAX. O.C. SPACING S.C. TAX No. 1000-21 -03-18 �/� i w/o WIRE suPPORr FENCETRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE���\\\` ��,-�'- SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE "=501 \ \� 4" X 6" TRENCH SCREEN IS REMOVED. SCALE ) =5O / W/ COMPACTED �. •> .•^"..�. �: now 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, AUGUST 25 2020 BACKFILL ',•' A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL ' HAY BALES AND/OR - Tj:; �_'.:''y•., BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT SILT FENCING ,•• •ATTACH FILTER FABRIC SECURELY SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES TOTAL LOT AREA = 45,565 s ft. TRENCH DETAIL TO UPSTREAM SIDE OF POST SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS Q• (NOT TO SCALE) NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED 1.046 CIC. PLAN VIEW • AREOF AS ALE IS 4N PERMANENTLY VE STATED.SEDIMENTHE AVERAGEPPED USEFUL LIF \/ SILT FENCE DET r. SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED ES NorOTT To SCALE UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. EXISTING GRADE 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. ROAD NOTES: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS To 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED NOTES: HAY BALES AND/OR SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW ON THE PROPOSED RESIDENCE. 1. ELEVATIONS ARE REFERENCED TO AN N.A.V.D. 1988 DATUM SILT FENCING OFF-SITE TRANSPORT. 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. CONSTRUCTION ENTRANCE BASE OF EXISTING CONTOUR LINES ARE SHOWN THUS:----XX---- COMPACTED 3/4" STONE BLEND 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,250 GALLONS. OR N.Y.S. D.O.T. APPROVED R.C.A. OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF FILL TO 1B' MIN. ABOVE EXISTING 1 TANK; 8' DIA. X 4' LIQUID DEPTH GRADE TO ALLOW FOR DRAINAGE FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE 1 POOL; 8' DIA. X 12' DEEP CROSS SECTION SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW TEMPORARY CONSTRUCTION ENTRANCE IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF PROPOSED 50% FUTURE EXPANSION POOL FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, ® PROPOSED 8' DIA. X 12' DEEP LEACHING POOL (NOT TO SCALE) WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO O PROPOSED 1,250 GALLON SEPTIC TANK TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING 3. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION AND GROWTH. OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER THAN 1 SQUARE FOOT IN SIZE. 11. ALL CONSTIRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR DRAINAGE SYSTEM CALCULATIONS: SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF DRIVEWAY AREA . 970 sq.. ft OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO 970 sq. ft. X 0.17 1.65 cu. ft. THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, 165 cu. ff. / 42.2 = 3.9 vertical ft. of 8' dia. leaching pool required OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR PROVIDE (1) 8' dia. X 4' high STORM DRAIN POOLS CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. ROOF AREA: 1,965 sq. ft. 1.965 sq. ft. X 0.17 = 334 cu. ft. 334 cu. ft. / 42.2 = 7.9 vertical ft. of 8' dic. leaching pool required A(aUAVI N PROVIDE (1) 8' dia. X 10' high STORM DRAIN POOLS --- o ��� PROPOSED 8' DIA. X 4' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: 0 � PROPOSED 8' DIA. X 6' DEEP DRYWELL FOR DRIVEWAY RUN-OFF ARE SHOWN THUS: o +WELL AN ) �� \` /� VP 0 BE USED WHERE TOPSOIL IS NECESSARY FOR NOTES. ' rn 1. AREA CHOSEN FOR STOCKPILING OPERATIONS REGRADING & VEGETATING DISTURBED AREAS. o f SHALL BE DRY AND STABLE. ti oma+ AREAS. STOCKPILE STABILIZATION MEASURES INCLUDE ki 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. U r E \ /EGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH HOUSE / 2c' PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT / STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH 1PPR,PRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. LL AND REQUIRED PERIOD OF USE. STABILIZE ENTIRE PILE 2 SLOPE OR LESS CESSPOOL O / ' \ \ - y / TEST HOLE DATA /. N1AFGEg�HS 13s�\\vAGpNt\\ \� N / I WITH VEGETATION OR COVER W W y W W W W�1 (TEST HOLE DUG BY McDONALD GEOSCIENCE ON AUGUST 25, 2020) LLAq D� r' I E 41.5' DARK BROWN LOAM OL W1L \ \ \ 4 / o / n I 0. N/O/F LIKIDI5 /, 38. A� o / /y`a r MpLp fiM 5ICUT1 OWEWNG N 77 1 �� \ 9 N W W CY BROWN SILTY SAND ML i \ ��•.•.��I , W W W W W W W W W W W FOP��QO /CESSPOOL O BROWN SILTY SAND SM 4\\ �\� QFLQe STRAW BALES OR SILT FENCE / \ o -,�/ OCG G \ \\\ \\ / / \ SOIL STOCKPILE 30' (NOT TO SCALE) BROWN FINE TO MEDIUM SAND SP EL -- --------------20.5' HIGHEST EXPECTED GROUND WATER ' HOU5E ��c \ / t SOIL S�CKPILE.E =__-�,r �iAAI TEST WELL No. USGS 470740072204901 5 72782.1 y \ 'VAVC`NNOODED -- 1 WELL / I NO WATER ENCOUNTERED / R' I OCESSPOOL \ / 3 I \ o -` RpOOp I 6F CL Q CONS PN EIOC1 HOUSE yep ...... z 0' WELL 50 H� O (, _ i 4WE2L�` PREPARED IN ACCORDANCE WITH THE MINIMUM gt["� / ( ) \ TEST MoIFF�� �1"�\\ � STANDARDS FOR TITLE SURVEYS AS ESTABLISHED -P _ 9EP.RQVED AND ADOPTED xo / \ o \ O BY THE L.I.A.L.S. AN[F� 7 \ TITLE ASSO 1°IQW C��6r HOUSE ox ,\ 10 ���/' O \ i ��\ \ q FOR SUCH USE.BY"T E NEW YORK STATE LAND x� \ p1P•X RUNIOCk 13 \ 1 -i \ % \ py�ylF�R / 1 \ Al `\ d�lr i r � 3 I. 8g RCT. \ ^Y .. as o / / 156 3h DED N TYPICAL STORMWATER UNIT \SPOOL O o / N° c8H0 AS 156 # (TOPS TO BE TRAFFIC BEARING) / 5 „ E L RA j, N (NOT TO SCALE) :ua' �\ N T� 19' �, G ORARY `� 1 �- OWELIIN\ x 10, X 3' DEEP TEMP( WITH GRATE OVER _---� 10' WASHOUT SHEETING TRENCH DRAIN CAST IRON INLET FRAME & COVER (FLOCKHART 163518 TYPE 6840) \�• 1 q, ,A+► CO MCLETE E'V- LENS FINISHED GRADE OR 6`THICK REINFORCED CONC. COVER �•g' • / i1'O/F figlttI.L 10 e" TRAFFIC BEARIFG SLAB ( ) ` .� I• �7 max. tI 13 l Lj' so - PIPE FROM ROOF GUTTERS -'' N.Y.S. Lic. No. 50467 HOUSE 8'-o' UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF CRUSHED 3/4" - 1-1/2" STONE SECTION 72LA OF THE NEW YORK STATE Nathan T of t Corwin VACpNt a ALL AROUND EDUCATION LAW. LEACHING RINGS COPIES OF THIS SURVEY MAP NOT BEARING m REINFORCED PRECAST CONC. THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor 3'-0' 4000 PSI ® 28 DAYS 3._O. EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. L.S. o TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. In e no L.S. LENDING INSTITUTION LISTED HEREON, AND p 9 9 N E TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. Title Surveys - Subdivisions - Site Plans - Construction Layout CERTIFICATIONS ARE NOT TRANSFERABLE. Y Y GROUND WATER PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jannesport, New York 11947 Jannesport, New York 11947 40-218 . I - . I �Z I ... a .. -, ----' - -'- able 3.1 Nailin jSchedule I h �xL�����A� l`10�,�17� �j� T f� 1. THESE DRAWINGS HAVE BEEN PREPARED ICY THE UNDERSIGNED&TO THE BEST OF THE UNDERSIGNED'S KNOWLEDGE,BELIEF& ', e"I Number of Number ori• I i PROFESSiONAL JUDGMENT ARL'IN COMPLiANCE WITH TIIE 2020 RESIDENTIAL CODE OF NEW YORK STATE. R301.1.1 DESIGN CRITERIA JointDescrlplion Common Nails Box Nails I Nall Sparing Table 3.5A Top and Bottom Plate to Stud Lateral Connections •Ex o$ 1N ACCORI)ANCE WITiI THE AMERICAN WOOD COUNCIL WOOD FRAME CONSTRUCTION MANUAL FOR ONE&TWO FAMILY 's, >:'e _ :a.i` ,.n: Ji;_. :,;_: O Wind Loads ure B - . '.r;., t"_ _ DOF f MING: I r_ . 'ri,. f r :;R RA ,.lir t„ _ �'. 1)1><rEI,LIN(;S WFCN4 2018 EDITION. _Ratter to Top'Plate(Toe-nailed),' . Isee Table 3.4A) (see Table 3.4A) 41per rafter`` ` (Prescriptive Alternative tO Table.3.b) Gelling Joist to Top Plate(Tae-nalled)• (see Table 3.4A) (see Table 3.4A) per Jolst Blower door 2. ARCIII'I'I(C'1'HAS NOT BEEN RE1'A1NED FOR SUPERVISION OF PROJECT;OR DESIGN OF ELECTRICAL,HEATING,VENTILATION,AIR Celling lots[to Parallel Rafter iFace-nailed) (see Table 3 9A) (see Table 3.9A) each lap " . ' CONDiT7(/NTNG OR PLUMBING WORK, LICENSED CONTRACTORS TO INSTALL WORK IN ACCORDANCE WITH 2020 NYS BUILDING, Ceiling Joist laps over Partitions(Face-nailed) (see Table 3.9A) (see Table 3.9A) each lap Collar Tie to Rafter Facrnailed (see Table 3.6) Isee Table 3.6) portio 700-yr.Wind Speed and duetWOrl. 110 115 11• 130 140 150 160 170 180 195 Blocking to Raher(Toe-nailed) 2-Bd z-tori each end 3-second gust(mph) PLL.MB[N ,1,1CCirANTC1I,AND FC EL,GAS CODES. film Board to Rafter(End-nallea) 2-16d, 3-16d each end D TABLE R4 re uire d. stt;a testing Q 3. CONC:R I' 'r.,l4'ORK SIItU..L CONFORM 1'O TILE 2020 RESIDENTIAL,CODE OF NYS CHAPTER 4 SECTION 8402,8403 AN 02.2. ':'•:Lr •�.,.;^":t!j;i'. ::,�,',,::1.>,.:',!:r'e:: f`:i::"-I,'.lr:'. I'':",:•.:,..,-.I:,.:�.,h i':':.,iJ.r:�ji,i•..I .. -t[:::?>'Ls'i::": 'J�,'..v. .1, .i..,...,WALL FRAMING�_r. ",- {.,,,...,.,.,,,.,,.,a.t t:a,-_..,,:..,s:,,r.. �. ,._.. sidt,.�.f .+ 3::t•a:-,,::d.,.d r,- > ., 1 rf a":-^s. •. "i.:'I' s z BEAR FOI INDATION SYSTEM ON UNDISTURBED SOIL,MIN.SOIL BEARING CAPACITY OF 2,000 PSF.. STEP CONCRETE FOOTINGS& spacing Wall Height(R) Required Number of]fid Common Nails or 4od Box Nails per Stud to Plate Connection' FOtJNDA'1'1()N WAi.,LS AS RFQLJIRED. CONCRETE PROTECTION FOR REINFORCING TO BE AT LEAST 3", Tap Plate to Top Plate(Face•nalled) 2-16d 2-16d per fool ' (In:) Top Plates at Intersections (Face-nailed) 4-16d 5-16d Joints-oath stria _- -- APPROVED AS ®TED ? 4. FINISHFD GRADE SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING&NOT ONTO NEIGHBORING PROPERTIES.. Stud to Stud(Face-nailed) 2•l6d 2-16d 24"o.t. 16 8 2 Z � 2 2 2 2 2 2 2 Header to Header lFace•nalledl - 16d 16d 16"o.c.along edges 9 2 2 2 2 2 2 2 .2 2 3 . - _. ..�_ _._. __. ___-'.... DATE: �7U s. Jots rs,S"IUDs,BLOCKING&BRACING SHALL BE IIE114-FIR#2 OR BETTER,FV=70 PSI,FB=850 PSI,E=1,100,000 PSL. ALL SAWN BE.41�dS, Top or Bottom Plate to Stud(End-Walled) (see Table 3.SA) Isee Table 3.SA) per stud Table A-3.6 Ridge Tension Strap Connection R$quirements for �/' B.P. Bonocking(a Floorlots[,BandJalst,End)olst 2-76d''' Z-l6d''' per foot Exp o S lir@ B' I I HEADERS,POSTS&GIRDERS,4"NOMINAL,,SHALL BE DOUGLAS FIR-LARCH#2,FV=85 PSI,FB=825 PSI,E=1,400,000 PSL. P.ARALLAM Wind FEE: DESIGN CRITERIA:FB=2800 PSI,FV=290 PSI„E=2,000,000. MICROLLAMS&P.ARALLAMS SHALL BE'TRUS JOIST MACMILLAN ORE UAL. ar Blocking(Face-nailed) p :,y.v::'+fr,. r:.r,F.'.=.lu_.ip'r•...'r g"ryStd-:r '._:'..-!:t'r ...'"A:�i::'r';l',::P a,.;r. is�i'ii iii"i'...- -.1'.,:i..�'i'4._ i,'.C! ,ie f eA ei' ' CY• Q s!,rx.;l,•,.t :)!..; x•,si',1 l'_;'.-_:,f•T:::a.a„_r:y."ftooa fnAMING,r;• ,r„t,., :7-7,77,7 ..,.m:::...',,..:.., .a.,.,,.s,.... (Prescript v It native to Table 3.6} Must provide Manuals Ai,1.'CO BL,iNS Ttu.LED iN r\CCORDANCE WITH 1`(ANUPACTLJRERS SPECIFICATIONS&DETAILS. Joist to Silt,Top Plate or Girder(Toe-nalledJ 4-ad 4-1od per)ofst Dead Load Assumptions:Roof/Celling Assembly DL a 15 psi NOCTIFY BUILDING Dt.:`'ARTMENT AT T , Brldging tololst(Toe-nalled) 2-ad 2-10d each end - 765-1802 8 AM TO 4 PM FOR THE I D, •1 and S aS per (. ALL ROUGH FRAMING MEMBERS SHALL BE FRAMED,ANCHORED&BRACED SO AS TO DEVELOP THE STRENGTH,RIGIDITY&' - Blocking to Joist(Toe-nailed) 2-ad '2-10d each end 700-yt.Wind Speed NYS Ener�r INTEGRITY FOR TIIE PURPOSE iN WHICH T'I IEY ARE USED. NAILING CONNECTIONS SHALL BE IN ACCORDANCE WITH NAILING Blocking to 5111 or Top Plate IToe-nalledl 3-16d 4-16d each block 3-second gust(mph) 110 . 115 i 12e• 130 140 150 160 170 led '195' FOLLOWING INSPECTIONS: o Code I SCHEDT.LE,TABLE 3.1 OF THE WFCM 2018 EDITION. Ledger LedgoBeam m(Toe-ralle 3.16d 4-16d each Joist '` 1. FOUNDATION - TWO REQUIRED lout on Ledger to Beam(Toe-nalledJ 3-ad 3-tori per)olsl Rcof Span ,t s s s zr Band lots[to lots[(End-nailed) 3-16d 4-16d per Joist aoaf rltch It Number of Bd Common Nails or tori Bax Nails In each end of 1-f,/4"Strap , Band 101st to SIII or Top Plate(Toe-Welled 2-16d' 3-16d per root --- ----- - - _ 7. r1T.L S 1 RI 1C[L RAL ST ECL CUNNE ONS LL,Bl; _ N AN Q AL. 1 f2 1 1 I 2 2 2 OR POURED CONCRETE i CFt SHA 'SIMPSo D/ORE u y.,t,w- '[,,- -_''+t"s ',;', Ia: ;raid'- >r'- G',:'-a t; '?! -ry.: ,,;,::�',s't}Ps ;tl: ;) i!-,q,,' - - -� 4 - ".._: ,,.:,.:.: � AMING & PLUMBING .;r,",...,;a,',, vs...,?;., ,:,...,??Ii:,.,do-�`;':, "',4'r... 16 1 1 2 2 3 3. 4_ 4 ;(xr.::r'1',-.�"��r-+,I•4. .1):..,.d ii-T•�:";.;i;:.R00F.5HEATHIN„ ... 2 5 FR 2 ROUGH w:.,.- ,;,^l:M:„: ..;"': ".,,.." ,5.,,,r-,;,:,.,."•,:,,,.,•;,",.',;,.",.:,e ."..:,� ,,::..,...;..:, ..,, „,, .:... ,.. 8. WOOD iN CONTACT WITH CONCRL•T'E TO BE AC TREATED LUMBER. INSTALL TERMITE SHIELD W T ' d Ind seeTahle3.10 ^+z20ei,1 ,'rt'=:.2:''`:` '•;99;.2:'C:it ;,,,0'' ,,gf.,¢,.:,;, c' Ir],!' �i'-d,.3'aa�',:.cs';i�(_i»' :."Ir.t ;, W 1 '�^,a Q I H A POLY BARRIER. HOT-DIl •Wood Structural Panels R ( ) {{99 ,.I. 'E' ''(I". „r3. M t_ '4a ,,,t; ,.}. 3. INSULA '!14yp 49 {., b,u } six,, ` I„t, .. �.._._.__._..__..._ - --.... ..--'--•--._..._..._ ;,,,.,:;,• J.. r ' -.n,n,;, t.. ,'i:h ,l)?`'a� +,�''= � n}, ,y":ir'i, "�,,. I"+P ri .I! a3 rg 4,9"I3,, ,.A iy, I N (➢ALVr\NT%ED OR.ST'AINIJiSS ST'EEi.FASTENERS ONLY r l:, `};. �I:rf',g,, ":nn' .1 =!>1"„'::..: ::j' ',..T, ,�Y�,' . d :12 ..n .Mv. -n' -r *�', f9' !r m 6s, i i .�i. - F... 1 �fi'�- r t NG r ;4 'CEI G Sf T I ..lr ',�.'r a"1 '�i.� ,�T:� s'°'i't.d' V�°� :5 LIN 'iia;, ;�t,' I. f K .k., ..'d. Iii' H ,:e'. a,„ 'u2t,, F!,�rh3.'� ':k. f.:'T t:3' �aJ:• in` is?•t:•,i., .,gC'' �: EP.. ,,.,, rr I'l�,i :J!'1�;'.re,• - C - ��' ..h•r t:�,," o ,,aril;, ,, ,:,:,; : ;.,:I,. 1,;.. 4. INA` C N ;''.'a' ,h. ;,..,r:, l ti ,t. . r tgiq, 'j 0 TRUCTI-IN MUS �,!, .zit ,;zl,tl, „l.i'l 1rti:r.2. .,1:.1:3,„5,. ;".., 'i.:., L w: T �q r 9. INS'I'.AI.i, -IRE-BLOCKING AT ALL ARE.4AS RE UIRED AS PER SECTION R302.11 WITH FIREB t, • Gypsum Wallboard Sd coolers � 5d coolers 7"edge/10"geld ..tau,...),IIt'�f";• _ ..oa:a:;�-,� ...1,,,;Y:Li''.d:n..�,s+,-.• dr.'r,r•b bn 1@f"�"::.��.� dtYzt ���"�,�;.,:a,�i`•,e!,'.,i,:, '�5!Bp„s�t, _ ,cs ,h„ ,i,_ _ 3z z 2 3 3 4 5 {a 6 7 a 9 BE COMPLETE F'-)- ,,.c7, Q LOCKING MATERIALS AS SPECITiED IN SEC. a" a ?P p' - ;'i;,'s:-- '.i,. moi:",WALL SHEATHING`%3*`I.1:!„ Si j?,.,..63j::.:,.ItJv,i]rfd,:h?>i'1.:17i_k d•s 1..81h,,®.>f .':,-..i:,h`I',7ta]r�.,n..i':,:,};/:-j's::Jl: F.:•ai„: qd�'';;.';;':::p:.. , .u (! 36 2 3 S 4 5 6 6 7 B ^ ALL CONSTRUCTI''^ SHALL MEET THE TF`U`' F��ACAF"DIftG REQUIf�E)3 i R3o2.tl.t. ,:.-'. Wood Structural Panels ad lad (see Table 3.11) 12 1 I I 1 2 2 2 2 3 3 5 ' structural Fiberboard Panels REQUIREMENTS OF THE CODES OF NEW I 1/I" 11 ga,galy,roofing Well 3'edge/6"field 16 1 1 I 2 2 2 3 3 3 4 ,i I 10. PROVIDE CRAWLSPACE VENTILATION AS PER CODE 8408.1 &MIN.CRAWLSPACE ACCESS OF 18"X24"AS PER CODE R408.4. PROVIDE•: . ,,6. ::, ,,,,•.:,'u^;If„';•;i;i:'ti�.,l,.� :._.:;.r...i "'..., I-, :,'r.".^�,°'';.•::I:g-.j .-- ,,,:'4!'::.,.. " a MIN 18 LT FARANCC L1NDl R WOOD JOi51 S&12 UN W R 0.120 xl-1 z Ion 27 16 he d '"!' .@•q 'Pt`.' ZS= ,,' 7 sit!•:: ) .r`•f. -,�:,a,.z• �.'s:,.;',:•. YORK ., - DER OOD GIRDS S. ( / B / 1 ;201 .l;;i="�; 'Z ' ''}.::;let:• fl'1:2�n„a, ,,2,..s., ,.,.":'. •;g, ��,F•:" ;J. -r 4 .;r;�n;•,: :�nl,..l.,;(�.�:�.• ;�i;'I'�I;� ;Ir<.',;;;,,'.i,, ;,.::., ;T .,1: '::i, r.y,:�.., STATE. NOT RESPONSI� R .24'rk, "2,- .2r. i'it ..2;i`'+?; 2,1 .:3: d i.9' ,4:.;l::) �,4,a. ., 5 . a,:aa - ?.4!' "d., ru„ .a t Is6„ '"8',.,,4:!:r i .:Iy:i 25 3Z" 11 a, alv.roo n nail 3"edge/6"field -,,i.;' n,.,--s: ;.', D B n g -r ESIGN B ,, / 0 R .. x .1:.. . ,. : ,,. RUCTIO „,:.2., r°?P2'la; „t.,,...,4,;. ,,,:t,i.3b..., :1:....,3..,iik!'rr+t14 3P >,. ,,. . ERRORS. , "° 5, :• .".,. r °': 11. PROVIDE A'T'I'TC VENTILATION AS PER CODE 8806.1&MIN.ATTIC ACCESS OF 22"X30"AS I'ER CODE R80Z.. CONSTRUCT r\LARGER . .. 36,._r 2 2. .. �'. 2"t.r..,,....,.,4.:• :n'."-5<.;". .,W.5 - .6:S;';,;', ;!;:'.7,,, „ OPENiNG IF ANY APPLIANCES ARF.TO BE INSTALLED IN ATTIC TO ALLOW FOR REMOVAL,AS PER M1305.1.2. WEATHERSTRIP AND (0.120'x1-3/4"longi 3/e"head) � 1 6 6 7 Gypsum Wallboard 5d coolers 5d coolers 7"edge/1n"field 6 7 a iNSULATF ACCFSS DOORS/IIIA-T'CHES AS PIR R402.2.4, ,::r; .gt:.;:I.fit... ;+.i ;t rd3*r :r!;l=':Ni:LSa: .I' R t TIIING''r't'ril 'e'ili; tiC,; :,i?[o i)L; ,il i4c'irfgp•, ,A. - - ..'. 12 1 1 1 1 2 H.•9:YJ , ,7 t,1'�e,t.(ia ilr:'iai: .t. c;t. ,�+?...FLOG Sf FA k'u`;' .' + 2 2 1 2 3 5:12 6 1 'Wood Structural Panels - 1 1 1 1 2 2 2 2 3 3 ELEC'TRlC�1L , l -p" ,.,1,, .,,',.: 'O," kTr: ,TR :i: )t7•. ,.:r.,,U pi c:qr '_r^ ,. tG ' 10d 6"ed a 12"Held ''.'.20. ''1 a: .';lie:+L.•° '.;fi !:,: :2.:J:• ,'•1.;;, :n„• ,v,:;j;S;'! ':Fl; '"rTr,n'r,, 12. rNS"17Ar,1.5K1'I,iGI[TS AS I ER r230R.6. r"or less ad B / ox •.,`E':' ,i,. ��:2;.. ,2• 3,;.a, ?:,,: .. .:3, .1' •`:1, 6:12 I,;1 ,-: .l,,,,,_ ts' F t,;;; ia,< :� g COMPLY WI �� g'� i „. In' i!"' ',I'': ,.r1; :, :,:...:':: ",;z "y,,:..,; '' s,,;a TH ALL CODE g g� 6"ed a 12" old '',I ,,.Q ;°I',: i!: Si;' I:r j:1 yv _.; , a, S OF + 1 �'„•p.1' greater than l" 10d l6d g-/ '`,icl 2g, ,;J t _ .lt sl; rr;V:r' :':2af: k .� ',� ,;3 nd? �' ..3' ihe: �ff. 5.1-''.` g@3 IYE� .._-!!rt -... ... . _.. ' ECTIO a` �u- 1 �� •„3:.i,., y„F+,?: .i r. +,I I< ^:1:a, it.0 �s;r::r IAith,c..:: If..".,,4i"' '-t: ';!:';;.a x:: r i„ ? „`r,' z: ;:inl:r "tm 7ri;, , 's,.:,. 1:•: 13. VEN'I't\L.LFANSDIi2ECT`Ll 'I'OTHEETERIOR. ,::' rid II ,:, ,.,; : ,? fi s1''+ '` 3'::.JI:',.;r s NEW YORK STA o -center at the anal ed e.Alternative nallln •ache ,les shit - '-'k,38„,,,,, .,-,? 1�.:"?,3:', '✓'• '`' h# i -1yJ TE & TOWN CODES bolused where wall sheathing nallln IIs reduced,Forfexamplehlr Wall sheathing Is Walled 3lnches on-center at t e panel edge to 7.IZ 12.12 , IkrF•32 2 ' .2...,t I lit' 11.:.Z,•U4,:, :.;.�3::d;!r .,,,:CSS+,,:•.,, ,:,:.t,,,i?'r'- `-�S5�'a<�;'. �d„�:�.�;::3' B 3 4 4 9 ....,,6 AS REQUIRED AN J CON D jTl O NS OF 1a. F1REPr.,ncE sHALL HAVE'l'IGH'T PI'r'I'ING GLASS DOORS&OUTSIDE COb4BUSTION AIR AS PER ECCE OF N.Y.S.. ALL DIAIENSTONS FO obtain higher shear tapacltles,nalling requlremeni s for structural members shall be doubled,or alternate connectors shall be 36 2 2 1 3 3 4 4 5 6 7 user[to maintain the load path. '"' " __- =- • - - -----.__-._ . FIREPLACE,FOUNDATION&CIiiMNEY AR.E[APPROXIMATE&SHALL BE COORDINATED WITH THE CONTRACTOR. INSTALL ZERO- ........_... T r1 -Y 1 �n ' When wall sheathing Is continuous over connected'members,the tabulated number of nails shall be permitted to be reduced to �� CLEsARrANCE FrREPr.ACES A4EE'fING A[.,L.MANUFACTURERS SPECIFICATIONS, FACTORI'BU,L'f FIREPr,ACES SHALL TESTED IN 1-]sd Wan per moL _ ... Table 3.9A Rafter/Gelling Joist Neel 5olnt Connection Requirements ____ ACCORD.ANCF,WI"fH UL]27&SECTIONS R 1004,RIU05&81006.. " (Prescriptive Alternative to Table 3.9)' --- _ __ __ Table 8.28 Bottom Plate to Foundation Connections(Anchor ExpOSlyfe'S ` �'� ""U I +V r� I ',n�BOARD _ - Bolts)Resisting Lateral and Shear Loads from Wind B and C ) Roof Live load Ground snow Load 15. WINDOI�S 1 O Lll:MAN`.FAG1 L i E'D BS .ANDERSEN -400 SERI IPE&SIZE AS NOTED ON 1•LOOR PLANS. i� . _ PLUMBER CERT/FICA TIOJ'�;' l � � i' '•� i � •' ' ES.•r•r ��'; i n4'`I TRUSTEES ON LEAD CONTENT BE FDF; (Prescrlptive Alternative to.Table a.2 . i 20 psr 30 psi 50 psi. 7o psi 16. INSTAi.L.BRTDGTNG L3ETWEEN JOiS'TS,NIAX,7'-0"O.C.. Hoof Spa"(H) CERTIFICATE OF OCCU-'AIV,-V -w ti,;.�,ur5 P I' 12 24 36_ 12 24 36 12 24 36, 12 24 36 - y 17. W!1LL S[IRROUNDiNG Ai T,T UBS&SITOWERS SHALL BE COVERED WTi H`/a"WATER RESISTANT GYPSUM WALL BOARD. For Exposure)B&C and asimum 5 eeda Rbiler SOLDER USED IN WA TE ^ F Maximum Anchor Bolt Rafter Slope Required Number of l6d Common or 40d.8ox Nails per Heel Joint Connectiont•t's'e's SUP /, 18. rALI.(iLAZiN(i STJBJEC7"fU HUMAN ltv[l'AC'T SHALL BE SAFETY GL,AZ,ING. 'IRIS INCLUDES BUT IS NOT LI1vIITED TO GLr1<'ING IN Anchor Bolt Diameter(In.) ,t s s Spacin'( _ PL Y SYSTEM CA N,V LJ i N ,4 r t, r, spating(In.)'''.. 1F 3 5 8 3 6 9 5 9 13 6 12 17 llOORS,GLAZING WiTHiN 24"OF DOORS&GLAZING VS IT TIN 18"OF FINISHED FLOORS. SEE SECTION 8308. 1/2'1 31 ,8 is 23 EXCEED 2/10 OF 1 /o l.,E=�:._ - ----_.-.---_. _.-------- ---.- O n r ._._.. . - ------- ---- -- ---_._- __..-----..__..._._ -- - 5/8„ qg ld 7 10 4 B 12 6 12 17 � 3312 ., _ -..;�- --- _.. .. . --- 19. INSTAi.i,SINGLE STATION SMOKE DETECTING ALARM SYSTEM&CARBON MONOXIDE DETECTORS IN ACCORDANCE WITH ALL STATE&LOCAL,CODES. SEE SECTION R314&R315. SMOKE DETECTORS SHALL BE INSTALLED OUTSIDE EACH SLEEPING AREA,IN I Prescriptive Omits are based on assumptions in Table 3.2. 17. 3 4 6 3 5 7 4 7 10 5 9 13 7 When anchor bolts are used to resist uplift,lateral,and shear loads,the maximum anchor bolt spacing shall not exceed ? 4:12 ld _ 3 _ 5 -B 3 . 9 5 _ -9 13- 6 12 17 OCC U FAt C I/ 0 EACH BEDROOM&AT EACH FLOOR LEVEL INCLUDING BASEMENT'. HARDWIRE ENTIRE SYSTEM WITH BATTERY BLACK-LiP. SMOKE ALARMS,IND HEAT DETECTION SHALL COMPLY WITH NFPA 72_ CARBON MONO7L7DE ALARMS SHALL MrET SEC.915 OF THE 2020 FIRE -- the lesser of the tabulated values for uphf[loads(fable 3.2C)or lateral and shear loads(Table 3.28). For other anchor :�:� 12� 3 3 5 3 4 6 3 6 B A 7 11 bolt limitations see Section 3.2.1.7 and 3.23.3. � . _ _ s 9 14 I USE i S U!t?LA�' L'f F U L CODE OF NYS. 5:12 I6 11 / Table 3.2C Sill rir Bottom Plate to Foundation Connections E7Cpo5llrE: �:k ' 1x. 3 3 4 3 3 4 3 4 6 3 5 8' ti ��!T 0 U I C I"E /' " PLUMBING " 20. RAILING HEIGHT'(AS PER R312)AT BALCONIES,DECKS,PORCHES ANb/OR LANDINGS TO BE A MINIMIRA OF 15". OPENING (Aslchor Bolts)Resisting Uplift Loads from Wind 7a2 i6 3 3 5 3 4 5 3 5 B a 7 So_ 7 r t N- -- -_ .-_ -_ r _ ___._ _. --_� LIMITATION ( 12 1 ) HALL NOT H AVE OPENINGS THAT ALLOW P ASS AGE OF A 4 DI t) SZ 3 3 3 ' 3 3 3 3 3 5 3 4 6' OF OCCUPANCY -" AIvIETERSPIIERE. (Prescrlptive Alternative to Table 3.2) d :) ALL PLU"�BING YY'rSr 4 _ ''� �['� .16 3 3 4 3 3 4 3 4 6 3 5 g 70fi-yi.Wind Speed 3-second gust(mph) '. 110 115 I• __ 130 140 150 160 170 190 195 A _ 9:1a -- -_ _- ._ __-_ __ &WATER Li N E ^'C'-7 .J ,. 21. DOUBI.P.AL1 JOISTS BELOW PARALLELPARTITIONS. A __ �y 4 12 3 3 3 3 " t,j'.3 4 3 3 3 4. 3 3 s VYING BEFORE CO`W`ERING I Sill or Botiom Plate to roundatlon Anchor_ Plate ,s ''( _' 16 3 3 3 3 ,3 3 3 3 5 3 4 6 - _ - " ,• , Found±Iron Supporting- -"----- - Maximum Anchor Bolt Spactng(In,J' - - - -•---- - --- _ -_ - .�. 12:12_ . ..-. • 22 INSTrAI I A3/4 I OUR FIRE RESISTrANCE RATING'SEPAR.7ATION BE1'WEEN'RESIDENCE&GARAGE Gr1It1^fiE�1DE)Al PER SECTION ecu eonnedlon Reshting Slre - TWEEN GARAGE&RESIDEN E SHALL BES.:1,T 8302 6 INS'1'AI r 5/8"TYPE Y GYPSUI�r WAI`BOARD TO CEILINGS&WALLS DOOR BE ( r n F o CLOSING,TIGHT FITTING&WITH A FIRE PROTECTION RATING OF',HOUR RATING. fi'End zones ' . Table 3.10 Roof Sheathing Attachment•Requlrements for Wind Exposure's pRp((.IAGE INSFEC?idNS ARE i-tE(�UIRE® 23. STAIR SI TALL BE MIN.36"WIDE WITH&TAX.8"RISER&MIN.9"TREAD. HANDRAIL TO BE 34"-38"A u0 VE NOSING. ENCLOSED 1-3 slarles 72 71 57 43 3s 3o n 2a z2 Zo Loads Contact TCIS Engineering at 765-15G0 before USABLE SPACE UNDER STrIIR TO BE ONE-ITOTJR CONSTRUCTION(5/8"TYPE X GYP.BD.OVER FRAMING. h'HN.HEADROOM 2x4 Inlerlor Zones �� '�• ', Uplltt leads 1-3slorles 72 72. 66 50 41 35 31 29 26 23 :: ',.y� a'End Zones 700-yr.Wind Speed 3-second gust(mph) 110 115 °ILO j 130 140 150 160 II70 160 195:{ AT ALL Backfill,®R Provide Engineer's Certification ST.'AIR AREAS SHALL BE 6'-8". SECTION R311.7.. lvfA GMLJM RISER 8!/.". _ 1.3 sl.orles 72 72 6B 51 42 36 32 29 26 23 -' I "x • 2x6 InterlorZones STRUCTURAL SHEATHING ,�, that the drainage has been installed to C®de. , i 24. PAI'C11&REP.AIR ALL EXISTING WORK TO REMAIN&AS REQUIRED BY NEW CONSTRUCTION\'LATCHING ALI,MATERIALS& 1-3 sl:orles 72 72 72 60 49 42 37 34 31 27 ''•.Y jI -_.,_<,I.; CONDITIONS. E F E F E F E F E F E F' E F E F E F E F'!t `• DO NOT PROCEED WITH Ratter/Truss AI ' . ... _.._ _:_,.. ,.r�, 1;� ; FRP,P,:'i1N0 UNTIL SURVEY Table A-3"4 U liftStra Connection Requirements(Roof-to-Wali, ExposurQ+p: Framing Ratter/Truss MaxlmumidallSpacinglorBdCommonNallsorlOdBoxNalls(inches,o.c.)°,-i , 1 OF FOUNDATION LOCATION 25. SL.EEPINCi ROOMS&OTHER HABITABLE SPACES SHALL BE PROVIDED WITH EGRESS WINDOWS&DOORS AS PER SECI'ION R310. p p sheathing Location' HAS BEEN APPROVED., 26. WHEItI-CEILIt4G JOISTS ARE PERPENDICULAR i O RAF`T5RS PROVIDE METAL STRAP TIES cr 48"O.C.ACROSS 3 JOIST'SPACES&SOLID Wall-to-Wall,and Wall-to-Foundation) :k','1 Speclflc Spacing pn) (Prescrlptive Alternative to Table 3.4) 12 c 12 6 12 6 '12 6 12 6 12 6 ]2 6 12 6 12 6 12 6 111. Dead Load Assumptions:Roof/Gelling Assembly DL=15 psi _ I6 ( 12 6 lz 6 1z s I2 fi 1z fi Iz fi 1z s 1z 6 1z fi ii' BLOCKING. r 0.49 - - 27. ALL DECK L.CIh'1BE:R SHALL BE AC TREATED LUMBER&SECURING NAILS,SCREWS,BOLTS&01 U I, AWWARE TC'IIOT-DIPPED ' r - i1' 12 6 12 6 12 6 12 6 '12 6 12 6 12 6 12 6 12 6 12 6'12! SCO-vr.:Jtnd Speed , I ;110° 115 ',126 130 I 21 150 160 On 1B0 195 ll„I 16 12 E 22 6 1,2 6 12 6 12 6 12 6 12 6 12 6 12 6 12; 3-second gust(mph) ! Inlerlor Zone .0 42 u Roof Span Number of Bd Common Nails or lOIf Box Nails ,j "I• ; --- --^- -- r 12 (I 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 .6, # - J Q ` 6 h •12 6 13 6 12 6 12 6 '12 6 6 6 6• 6 6 6 6 6 6: � ^, •.-GAT,VANT7,ED Uf<STAIIJLESS STEEL. Framing Spacing(In,) H 1 in Each End of 1-1/4"x 20 gage Strap,,xss tl g 1 I iE C011F CALL NECESSARI TLASHING ASI Q IILD FOR lR FATHER P.cOTECTION&AS SPECIFIEDfiV ALL FEI2Tr\INING SECTIONS OF i �.. .. - - --'-'------- .. '� ' 12 I 12 6 '" 6 12 6 12 6 6 6 6 fi 6 6 6 6 � 6 6 "6p'' ',( i 24 rrls�r v i r ..... .. _ _ - - -- -3 4 rl 1 f --i" 2 2 2 2 3 I6 ! 12 6 12 6 12 6 6 6 6 6 6 6 6 6 6 4 4 4 4, 2 3 3 4 16 1 1 1 Z 2 er meter a 0.42 aC r -- RRR 4 I p l EdgeZon 19.2 I• 12 6 6 .6 '6 6 6 6 5 6 6 4 4 4 4 4 4 3 3' All exterior ligh �n a:• ,;trn', cr,,- "''f,,•^",ftwi'I', "I' Sr.'- _ "'�:':�,:'1SeZ.;,.,,�In. y:'�v,,.,,ar«._ 1 did -. o.' ,;r-::•:;, ,t.I,,ty" ;Ft•2"' .7".: .f,.' ?��r4:°--r> ,,yi 111.., 'J�S:Yq-h' .1•' - .;2- .i,+�tL? I;1 .'P�: ,.,IIS° at '., ,.':IZ , ,T,_,:.,,i„� installed,rep 29. rNSTiILL.5/8"'CYPE X GYPSU�4$UARD T :.,V120 kr1 `.r''i' ''''ei:Y,3....!�',LLL 1r2"s^)' w•c!3j,�. ,.-ry9''„F, ,"ti,r„r,"d ai,._q,, �V"r •, a 6 6 4 4" O CEILING AT BO1 LER AREA Pl , '�`t:,ltA, ,!;L"I ;.'p;'1 ..f. .f`'`{ ..,1 - <,t,.,.,9,: f,,.z �P -.1.:;"kci,I�/r ,nVT�p6'i'' - shlt :`M., :,s,' •..�r."'c=:^ - ,;a.': ,•q;,�,,i4, .4,,., a�`.!C't4f'11`':?,,.�,1$.5,.a'o a`�' 0.49 6 6 6 6 6 6 'sp}I 1,-11;.}, ,f�.a, ., at„ 7f "',11';2'il., ;i, ,L„�i,e,3,"r,tt 3 ,r.I`.!4c rai;,J..f,a"t:r,.�. ;=c.,t?,r,�,1 a't1�;J: �:', s Gable Endwall Rake or ,1, °form r 16 I:y,'a:,,Z<,): x '�, tFi' ' rA '",•,z'_ , ,,t, r,l.,;,^./,nr "P::,,,-Wr,•'3: --,,;y{,i;:r-?� h .,G'„ e.rr 6r .','t, .a _' ,::r: ::,-: :-- xl: ,i,,,: , shall co ,, : : .,. ,*i: _ :.� :a: :,n ,,5. ;1,.s•I,, re aired ,1',u ,:{,;1'<' .'yl`rs, ,t f. :y,";�;' ::.., .r.3r': + ;f4{;•:,,"; ,;!a+3s" t,u,.;.I ,,t..ix uZ:�i U p i_,,.Z8'JL"; t"'.", h 1 2` 1:2,It t,,y u.",� ,,;tv:6:.alrJ r Reke Truss with up to l' it5•J.;-:..,;a.;.., '.,°':ic,,,,. �,-4°'lute;.Z;:'1?�t: .-;,..,.1,"..`t `_. };: �,.,._ '..5' 6 7 30. INSTrU-L WATERPROOFING TO FOCJNDATION SYSTEM AS PER SECTIONR406. 32 1 2 2 , -2 3 4 4 E ') Belts Overhang 0.42 - 6 6 6 6 6 4 4 4 3 3 Per)72 -. 1 96 2 2 2 3 3 4 5 6 7 -_-_-_.- _-.... _ . Cha tt p j 31. ALL WORK DURING CONSTRUCTION Wf TETHER E;dSTINO&/OR PROPOSED,SHALL BE BRACED&SECURED BY CONTRACTOR TO - __ - ' ' - -. .._.. __ ----- -- -- .: .aF of the Town Code Table 3.4A Rafter and/ar Ceiling Jolsa to Top Plate Lateral and Exposujre 'B, Table 3.11 Wall Sheathing and Cladding Attachment Exposure B1, PREVENT DAMAGE OR COLLAPSE TO SAID S'rRUCTLLRE. Shear Connection Requlrt3ments Regltirements for Wind Loads [ CONTRACTOR SIIALL CHECK&VERIFY ALL DIMENSIONS&CONDITIONS AT TIIE JOB SITE. THE OWNER&/OR BUILDER ARE (Prescrlptive Alternative to Tabl(i 3.4) `' '• RESPONSIBLE FOR VER-IFYING ALL SITE&SOIL CONDITIONS ABOVE&BELOW PRIOR TO ALL CONSTRUCTION. ' •�! 700-yr.Wind Speed 3-second gust(mph) 1110 115 �120� 130 140 150 160 170 ]BD 195'�sl . I : 7U0-yr.Wind Speed 110' 115 s 120; 130 140 150 166 170 180 195 ' STRUCTURAL SHEATHING - - cond ust m h E F E F E �• E F E F E F E F E F E F E F - ✓ -----'--- --- - - - - - _.... . - - BAC I FORE E _.__. _.._ 3 se _ _ DING WITIi COtTSTRUCTION -------- ---'--- Wall umber of ad Common Nails or Ind Box Nails(Toenalled) ARCILITFC'1'IiFCOMIVIENDS THAT BUILDING,STRUCTURE DECKS,PORCHES,ADDITIONS&POOL LOCATIONS BE VERY IED BY A Rafter/Celling Joist N Stud Spactng MeI F I Nall Spactng for ad Common Nails or 10d Box Nails(Inches,o.c.)"'", SECTION 8301 ____ _ LICENSED _. .-YOR FOR PROPER SET K REQUIREMEI'PTS B 'PROLE SECTION 8303 . �6ECTIDN ARMS ARCHITECT RECOMMENDS THAT ALL HVAC&PLUMBING RUNS BE VERIFIED BY SUPPLIER&INSTALLER BEFORE BEGINNING - Height 'r•s•" Shdathing Location' (Inches,o.c.) . LIGHT,VENTILATION AND HEATING SMOKE ALARMS CONSTRLJ("('ION TO INSURE THAT TITS STRUCTURAL INTEGRITY OP ALL FR II Spactng(in,) Required In Each Rafter and/or Celling lots[to Top Plate Connection' DESIGN CRITERIA „ ft 12 6 12 6 12 6 12 6 12 6 ]2 6 12 6 12 6 12 6 12 6 12' f- 2 2 2 2 3 3 3 3 3 3 tnterinr Zone 16 6 12 6 12 6 1z s 12 6 12 6 12 fi .0 6, 1z 6 12 6 12.1 R301.1 Application. Buildings and structures, and parts 2 At interconnections .between concealed venicll and R303.1 Habitable rooms. Habitable rooms shall have an 'R311.7 Stairways. [[314.1 Genera(.Smoke alarms shall comply with NEPA 72 111 NG MEMBERS ARE NOT CONIPROlIHSED. 8 - ' and Section 8314. 12. 2 2 2 3 3 3 3 3 3 12 6 12 s Iz 6 1z 6 iz 6 1z 6 1z 6 12 6 1z 6 1z 6 lz' thereof, shall be constructed to safely support all loads, horizontals acts such as occur at soffits,drop r.)lings aggregate glazing arca of not less than 8 percent of the floor VERIFI Ali,DIMENSIONS-AhL AVRTTTEN DIR4ENSIONS TAKE PRECEDENCE OVER SCALED DRA«TNGS. l0 2 P 8311.7,1 Width, Stairways shall be not less than 36 2 2 2 3 3 3 3 3 3 3 ter Ed a zone 16 6 ]z s i2 6 Iz 6 12 6 1z 6 I2 fi 1z 6 1z 6 1z 6 ea; including dead loads,live loads,roof loads,flood loads,snow and cove ceilings. area of such rooms.Natural vendlotion shall be throw h win- 8 _ g inches(914 mm)in clear width at all points above the per- 11314.1.1 `(stings.Smoke elJii'nts shall a listed in mon- ifi 3 3 3 3 3 ' 4 1 perime B _--• .- •" loads, wind loads and seismic loads as prescribed by this es etween stair stria ars Bt I c to dows,skylights,doors,louvers Or other approved openings t0 milted handrail height and below the re wired heaOroom dance with UL 217.Combination smoke and carbon mon- NO PART OF THESE ARCHITECTURAL DRAWINGS SHALL BE REPRODUCED ]0 2 2 2 3 3. [n concealed 'spat b (; P 9 OR ALTEREll WITHOUT WRITTEN PERMISSION BY �'. i? code. The construction of buildin sand structures in actor- c1, the outdoor air.Such openings shall be provided with ready d , t oxide ularins shall be listed in accordance with UL 217 ILAY DONER,ARCHITECT. THESE DRriiV _. :._ -- (towable Unit Shear Ca scillas MaXimum Sltear Wall ' g and bottom of the run. Enclosed spaces under, n1s height. Han rails shall not project moreithan 4/l inches INGS&DOCUI4IT NTS WITH THE UNDERLYING OWNERS NrA110E&riDDRESS ACT 1 1 I Table 3.17D Shear Wall Assembly A p r dance with the provisions of this code shall result in a system access or shall otherwise be readily controllable by the build- 114 mm) on either side of the stairwa , and the clear and UL 2034. LEGAL&BINDING CONTRrACT BETWEEN THE OWNER&ARCHITECT. UNAUT �S A ear Walls Resisting Uplift and Shear x O$ure BI meat As act Ratios,and Sheathing Type Adjustments shall comply with Section 8302.7. ( Y HORIZED ALTERATIONS OR ADDITIONS TO THESE Table 3.413 Sh E p i Seg p that provides a complete load path that meets the require Ing occupants.Tile openable area to the outdoors shall be not width of the stairway at and below the;handrail height, 8314.2 Where re Hired.Smoke alarms shall be'provided in DRr11A'INGS&DOCtJNIENTS ISA VIOLATION OF THE NYS EDUCATION LAW. COPIES OF TH' ' (Prescriptive Alternative to Tablle 3 4) - - , meats for the transfer of loads from their point of origin 4. At openings around vents, pipes, ducts, cabll r nod less than 4 percent of the floor area being ventilated. r q 1;SE DOCUAI)rNTS NO T BEARING THE -n• throw h the load-resistin elements to the foundation.Build- wires at ceiling and floor level,with an apprat e,'nn _ including[reads and landings,shall be not less than 31 /1 accordance with this section. _ ARCIIITEC'TS ORIGINAL SEAL AND SIGNATURE SHALL NOT BE USED IN ANY R'AY. F! g g a e of flame and rodt'.Is of 8303 3 Bathrooms. Bathrooms, wafer closet compaztmegts inches(787 tam)where a handrail is installed on one side _ "' /`'' 160 17D 180 195 7 A5D Unit Shear Maxlmum Shear Sheathln a '. in sand structures consttvcted as rescribed b this code are tial to resist the free pass g p 8314.2.1 New construction.Smoke alarms sltllll be pro- " and 27 inches 698 mm where handrails rue rovided on I ALL BUILDINGS WITHIN ONE MILE FROM THE OCEAN,BAY OR SOUND ARE IN THE WIND-BORNE DEBRIS REGION RE UIRIN 700- r.Wind 5 eed 3-second ust m h SIC 115 12( 13D 140 150 # Capacity of Wall Wall Segment g TYP g P Y ' eemed to tom 1 with the re uirements of this section. combustion, The material fillip this annular :'Im;e aad other similar rooms shall be provided with aggregate glitz-• ( ) P vided in dwellin inrils. li. t, t., ;;;; Ad)ustment Factor ' d p y q g iii ori a in windows of not less than 3 square feel(0:3 mz), both sides. g THE CLA7.Ell OPENINGS ON THE STRUCTURE TO BE PROTECTED WITH GLASS MEETING THE LARGE ISS Q G Top&Bottom of. • xterlor Wall Sheathingj';.;,. '• Nails and Sparing Assembly(plr) Aspect Ratio shall not be required to meet the ASTM E 136 Ir'"ire- g iV I IEE TEST E one-half of which Iliust•be o enable. Exce tion:The width of s iral stairwa s shall be in 8314.2.2 Alterotlons, repairs and addillons. Where I CERTIPICr\'PION OR STRUCTURAL SHUTTERS 1VITH ATTACl{iED IIARDWr1RE A.3 PER CODE OR CONSTRUCT' " a _ Wood Structural Panel Shear Wall panel Nalling .?I Requirements se s Ic Wind s smic . R301.1.1 Alternative provisions.As an alternative to the ments. : p . ' ' w I Sheathing Wind 5elsmlc Wind I m el P P Y alterations,repalra Or addtlions requiring n pemtil occur, TO PROTECT WINDOWS AGAINST 1VIND FORCES AS PER CODE 8301.2.1 2. SL'CURE PANELS TO �r PLI'�}OOD PANELS Requirements Interior al re uirements in Section 8301.1, the followin standards accordance with Section R31).7.10.1. __ _ _ _ __ --- __--___--_ RESIDENCE WITH FASTENERS AS Requirements Maximum Roof Span(ft)2,1 y g . _ 5. For the 6reblocking of chimneys and Fireplacis :�r.;. Exception:The glazed areas shall not be required where or where one or more s)eeping�rooms are added or created t .- - : are permitted subject to the limitations of this code and the - aztificinl li ht and a local exhaust s stem are rovided. R311.7.2 Headroom,The headroom in stairwa s shall be PER SCHEDLIr,E TABLE 8301.2.1.2:. OWNER TO IVIAINTAIN PANELS ON-SITE. Nail j 1/2"Gypsum Wallboard(Unblocked), Sd cooler nails- Ino Soo' 1.5:1 1.5:1 436 7.77 Section R1003.19. g Y P Y ill existing rlivellirtgs,th6 individual dwelling unit shall be ii . Sheathing Shear Wal( Rows of tin axlmum stud spating 16"on center 7"edge spating limitations therein. Where engineered design is used in The minimum local exhaust rates shall be determined in not less ihan 6 feet 8 inches (2032 mm)measured verti- equipped with smoke nlamis located as required For new Spa g m m llc allin Nails "' N :: con unction with these standards,the deli n shall tom 1 6. Fireblockin of eomices of atwo-family dmeG t;(s Thickness g "'' ''.•''"'`)'"^'"+'' 11 a. alv.roofIn ', J g p Y g Accordance with Section M1507. Cxhaus( air fro I tally from the sloped line adjoining the tread nosing or dvetlings. THE' SL' DRAWII�IGS AItTJ Ilq _ In lj I,,. berlloa(d 5 ei 1, lJlock- i g g g 7 6 OSB or 4 4 . '{ ;/f I;structural FI h.;;, ( ,.i. 1, with the Building Code of New York State. required al the line of dwelling unit separation. space shall be exhnusted directly to the ou(d6ors. from the floor surface pf the landing or platform on that ---__.-hyll be installed in the fol- ( : ' ' I na,b-3;edges aclog ke a s s 8d Common 1 Z c _ makiriium stud i{iacln4'16'.,oncenter P ton O Ir 0 r Oe ns, 6 32 24 1 - _ 777 . ,.; 1. AWC Wood Frmne Construction Manual WFCM. R302 11 1 Fireblocking materials Except as provi,''(in p y - 8314 3 Location Smo lana COMPLIAI�CL WITH. SS 32" I Sod 3 3 ha consul rr 1 w n ( ) '8303.4 Mecharitcal ventilation Where the air infilvation ort testa wit ,no 1 ,alio t / .P Yw r .....:..... .. :. ock Nails @ 4"panel 12 3/g"1. I.arid'`15/32"Wo%I1':"tic"On Panels ! '"cOr*,", Holli{ nt s Ire o • 6 36 32 24 :s ,: �` '"ec n `. Section 8302 11,Ile 4 f bl ine s 11 't'')'•'` rate of a dwelling unit is 5 air changes per hour or less where 8311 7 5 Stair treads and risers Stair treads and risers with species of acin and _, _____ ___ .. 2. AISI Standard or Cold-For•Jned Steel Framin - P g , I edge sp g s 6 36 36 36 32 28 20 16 1Z ' (Blocked);maxlriiiirii stud sparing----center Y"3"adge sp I g f 8 Following materials. 1. in each Slee in room. 2020 NYS BUILDING CODE 2 4 36 3 _-,_-__,_____.. tested u{`ilh a blower door al ti pressure of 0.2 inch w.c(50 Pa) shall,meet the,reyuiremehts of this section. For the put- ; plies having 12"field sparing 36 36 .36' 36 36 36 32 Z4 --' -' 3 36 36 tn, Presaiptive Method for One- and Two-Iarnily 1. Two-inch(51 tam)nomingl lumber.. in accordance with Section N1102.4.L2, the,dH,elling unit poses of this section, dimensions and dimensioned aur- 2. Outside tach separate sleeping area in the immediate' �' • 2020 NYS RESIDENTIAL CODE Gz0119 I Dwellings(AISI S230). • . ';', shall be rovided Willi whole-bduse mechanical ventilation in faces,sliall be exclusive of carpets,rugs or runners, vicinity of the bedrooms.: 4t) ' . .-.__ "" •' --' -' TABLE FIA02.Z 3. ICC Standard on the Desi n arld Construction o 2. Two lhlckriesses of l-inch(25.4 mm)nomilla „nt- P sq TABLE R3o1.5 - g f accordance with Bastion M1507.3: 8311.7,5.1 Risers.The riser bei. shall be hot mote 3. On each additional story of the rhreUing, including 2020 NYS EXISTING BUILDING CODE ber with broken lap joints. . ,i 6 • ( _ -- MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS MINIMUM sPEcirieJ COMPRESSIVE STRENGTH OF CONCRETE Log Structures(ICC 400). , ----" - , . than 7f/,inches(196 mm).The riser shall be measured basements and habitable attic[and not including crawl 2020.NYS ENERGY CONSERVATION CODE . '- TABLER301.Z.1.2 (InpoundeperaqunralooQ �.".,�. ., _ MINIMUMBPECIFIEDCOMPRESSIYEBTRENOTH'(rl•, ____ __- - 3. One thickness of i/'-inch (18.3 mtii)'woo+;a,u�-•' SECTION 8310 . IS PROTECTION FASTENING 71 WINDBORfIE DEER OAD uvE L o e mI" d d acked b 71/ -inch U G:T EMERGENCY ESCAPE AND RESCUE OPENINGS vertically between leading edges of the adjacent treads. spaces and uninhebilable nlr[cs.'In dmcllings or dwell- • SCHEDULE FOR WOOD STRUCTURAL PANELS'"'°a USE YPE,bR LOCATIotd OP CONCRETE CONSTRIICTIOII Wealhering P I m R301.2.2.2.1 Weights of materials. Average ea tural panels with joints b y, „ 2020 NYS FIRE CODE e T t' The krealest riser beikht within any flight of stairs shall. Ing units with split levels end willlout nn intervening nc,ee Uninhnbllnble nllits without slcrnge 10 Negligible Moderate severe' ,loads shall not exceed 15 pounds per square foo , runt)wood structural panels 1.310.1 Emergency escape and rescue'opening i'equlred. 1 door between the adjacent.levels, a smoke alarnl I • 2020 NYS PLUMBING CODE . --- __.. n /,inch(9:5 mm). 1 I I nol'exceed the smallest by more tha' ° '" 720 n e bored Sof and eeilin assem- , Ua.remenls' habftnbfe attics and over sloe 1tn room shall : - = evel shall suffice for the adjacent --------•--- - _ _ _______ FASTENER TYPE Panel 4 feel a 61ee1'a i dbhnble nllits whh Ihnitcd slorake"'', !, 20 '- -- ------ Un nh 0 Is rmmdativas and 00,cr conctde nol'expnscd to the weather 2,500 2,500 2,5D0 ( Q ) or th eon( r g 4-'One thickness of /-loch 19.1 mat T3rUcleb;arl Y 1 g Installed un the a er I 1 �,f�y�v TL,r-r-; s en 5 panelapan (snit span Dnsenicnl w 1„ --1-- 4 ( ) I ' 8311.7.5.2 Treads,The'lread aepth'shall be not less PP • 2020 iV I J 1vI r,,CIIANIOAL CObE 4 set 5 a reel 5 a feet nra -Roor. nbs 2,500 2,500 2,500` blies (on a horizontal projeclion)or 10 pounds per . 'with joints backed b 1/-inch (19.1 min) a have not less Chari one operable emergency escape and resttie inches 2541nm.The tread de th shall be mea- lower level provided lllnt the lower level is less Itlan i I 1 Hnbitni le attics rind au{cs served with fixed s(n{rs 30 Rnscmcnl slobs,and inlerirn slabs on gnlda,except g g square foot(480 Pa)for floor essemblieS,except as 1 Y ' P than 10 ( ) p w c ew based -- 3 er vertical concrete e . a board:, opening:.Where bnsementt contain one or more sleeping cured horizontal) between the vertical planes of the, •, one full siory below Ihe'upper level, • 2020 NYS FUEL GAS CODE - . No.a ood s r I 40 - Balconies("xterlor)rind decks' I wnli! roundalio0 wrtils,exlctior walls and o b 2 500 3,000. ),OOD further limited b Section 8301.2.2.bead loads for - "' anchorwi(h2-inchembednicm 16 10 8 Flnsemrn y Y rooms,,an emergency escape end fescue opening shall be e weathm 5. brie-half-inch 12.7 min sum board. foremost projection-of ndjacen( treads rind al a right 4. 5uulke nlorms shall tie:installed iiot less [flan 3 feet' ' length lore rscnpes 4D work exposed toll �" walls above grade shall riot exceed: ( )gYP , required in each sleeping room. Emergency escape and res- g ( ) Y P g i • 2020 NYS PROPERTY MAINTENANCE C ODE le sex oncd In the wenlher,m,d gampe noor ,t,r,r a, r:, I angle to'the tread's leading edge. The realest trend 914 mm hOrizontall Crom lhe'door lir o enin of a Ho.l0 wood screw based Ouards and hundrnils° 1 200" I'mchex,bur(ort Flubs and a p p 2,500 3,0(x1 7,SD0 I 1, Fifteen ounds er s uare foot (720 Pit) for .6: Q6e-quarter-inch(6.4 mm)cement-baskd miM- A. cue Openings shall.open directly into a public way, or io a de th'widlin an' fli ht of stairs shall not exceed the bathroom that contiiins a bathtub or shower unless d,is • 201 F WFCM& COMMENTARY anchorwilh2-inch embedment 16 12 9 - slabs• '' P P y ' unrrl in-all eom oncnts' I Sri -' - ----- -"" exterior light-frame wood walls. j_Batts or blankets of mineral wool or glass fibs rot ! yard or"mut that opens to a public way_ sn3allest by mora than'/,inch(9.5,mm), would preve0t placement of a smoke alarm required by I • length a P _ .. - _ 2017 NFPA 70 : NATIONAL ELECTRIC CODE (NEC) ' cc nra cs' 1 50, 7AI3LER401A.1 -, ----_----' !•rnch In screw bas d anchor Passenger vehl 1 g g -� • 2_ Fourteen pounds per square foot(670 Pa)for other approved materials installed in such a n u,ler 8310.2 Emergency escape and rescue openings.Emergency ^---n Secliun 8314.3. . ''. g 16 I6 l6 8311-7.8)Iandrdiis.HundiaLls shall bt provided on not I with 2-inch embedment length PnESUMPTIVE LOAD-DE RJI4G as to be secure( retained in lace. escape and rescue openings shall have niinimuln dimensions i Roams oll,er ihan slceping roo,i,s 40' , VALUES OF FOUNDATION M TERIAL(t' exterior light-Frame cold-formed sleet walls. Y P less Chari one.side of eoch.conlinuou's run of[roads or flight ,i Por 51:I inch=25.4 mm,1 four=304.8 mm,I pound=4A48 N, 30 as specified in this section. . I mile per hour=0.4.17 mh. Sleeping rooms LOA°-bliAnlNO 3. Ten pounds per square foot.(480 Pa)for inle- 8. Cellulose insulation installed as tested in acconl,�Icr. w)th four o.T4lI- risers. SECTION 8315 i class of MnTI'mnL rREssunE riot sight-frame wood walls, with ASTM E 1]9 or UL 263,for the specific 1)'li-. 8310.2.1 1Vlininium opening area. Emergency Rnd CARBON MONOXIDE ALARMS . o.This Inble Is bused on I80 n,ph u(dnmle design wind speeds,V,,,,and n 33- 8i;- 1 1 4D` R311.7.8.1 19etsht. Handrail height, meastired verti- . fool mm roo/heigha (bounds per square loop 4. FiVo ounds r s uare foot(240 Pa for ince- cation, escape rest ue openings shall have a Wel clear opening of el o„e1. P Jx 9 ) not less than 5.7 square feet (0.530 m'). The net clear tally from the i;loped plane adjoining the tread nosing,or [NY] 8315.1 General. Carbon monoxide alarms shall br. I b,Fasteners shall be installed nl opposing ends of the wood structur p I Crysntliint:bedrock . 12,OD0 ' e hal be located n,n less than 1 Inch from the edge of the panel, i , riot light-frame cold-formed steel walls, 8302.11.1.1 Batts'or"blankets of mineral til-W^•ss finish surface of ram slo a shall be not less [ban 34 provided in accordance with SecCon 9]5 of the Fire Coder j Fxslen rs s I I opeging dimensions required by this section 'shall be P P ' Nem,York State. - a u.Anchors shnll penetrate through the exierlor' 0•nll covering with an Sedirrienlnry Sod[olinled rock 4,0W, fiber. Balls Or blankets Of mineral or lass fib" OI _ __ -_ -- g obtained b the normal o oration Of the"mer enc "sen a inches(864 mm)and not morn IhOn 38 finches(965 mm). embedment length of Hol Ices rbnn Z Inches Info U,e bnudinR rrllme. I . 5. Eighty pounds per square foot(3830 Pa)for 8- r Y P g Y P __ •••-. - Sitar approved nonrigid materials shall be pernliued Fuatenets shall be lucoled Hol Tess dmn 2'/, Inches tram the edge nr I Sandy grnvcl m,dlor grovel(G1V add OP) 3,oDD inch-thick(203 nun)masonry walls. and rescue opening Fran the inside:The net clear height 8311.7.8.2 Continuity. Handrails for stairways shall T____ --_ - - tancrete motk oiemttrete. for compliance with the 10-foot(3048 mm)hori7irdal ---_ _ _ ! Snail,silty sand,ch?yey 5nnd,sihy grnvcl 6. Ei ht -five ounds er s aero foot(4070 Pa) fireblocking in wells ebnstructed using parallel rows of opening shall be Hol less ihan 24 iilcbes(610 mm)end the be contiguous for the full length of the flight, From a d.Panets nnncl,ed to mesoury or masonry/swcco shall be onnched using g Y P P. 9 ne lh shall be not less(lion 20 inches(508 mm)• int directly above the top riser of the nieht t0 a Sint' _I ' and clayey grovel(SW,aP,SM,SC,IJM 1,000 I . vibnulon-m,litant unchurs lulvirig sn ulttntore wuhdruwnl capocity of not mut OC) I . I.inch-thick(152 mm)concrete walls. . studs or staggered studs.' - =- w l t clear wtd �' p less R,an I,SOo(Wands, ' I ; directly above the lowest riser of the flight Handrail Cln sm,d sib cls ,cls a siR slu and " 7. Ten ounds er s uare foot 480 Pa for SIP 11302.11.1.2 Unfaced fiber lass. Unfaced fiber gi-.es Exception:Grade floor Or below grade openings shall �` ..`r � P p y ( ) g ends shall be returned or shall terminate in newel posts .,.-. -_..___ _- Y, Y. Y Y Y Y 1,500 ..,._,._,... . have a net clenr opening of not less than 5 square feet • TABLE 8901.7 I sandy 01tcloy(CL,ML,trllI and Cl l) i . .,3 walls. king sh ini;' e ( 465 mi) Or safety terminals. Handrails adjacent to a wall shall -_- ____.._ -___- ALLOWABLE.DEFLECTION OF STRUCTURAL MEMBERS"' ,. nc 8 m batt insulation used as flrcbloc all fill lite cross section of the wall cavity to a height of not less have a s oce of not less lttarl l t/ i hes (3 m) 1 f . ' R302,11 Fireblocking. in edmbuslible constiuction, fire- than Ili inches 406 mm measuredNerticall .Wwte R310.2.2 Window sill height. Where a window is pro- ) P 1 f� v � / �� STRUCTURAL MEMBER DEFLECTION '._ -- - "'-' - /,� blOckirt shall tie rovided to cut off both vertical and hori- ( ) Y between the wall and the handrails. . _ / l TABLE 8301.2(1) i g P piping,conduit or similar obstructions are encountered, vided as the emergency escape and rescue opening,it shall - /� ,�' (d/�r"�47 4 i-,z�/_'_ 'ORI Ill= Rafterk hnving slopes grenier than 3:12 with UIaO CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA -- finished ceiling Hol aHOched to toilers zontal concealed draft openings and to form an effective[ire the insulation shall be packed tightly around the have a sill height Of not more ihan 44 inches(I 118 mm), C f� n t} WIND DESIGN SUBJECT TO DAMAGE FROM I barrier between stories,and between a top sfary and the roof above life floor; where the sill het ht Pts below rade, it I ���I"U ry r7� /��'+�i®/ �� ��A���� ��F' � ��N1/.1IR'�®� Interior walls and patlitions 11 180_ GROUND SEISMIC WINTER ICE BARRIER AIR MEAN Obstruction, g 8 FLOOD Floors 0360 SNOW Speed° TopograJlhlc Special wind Wlndborne DESIGN Frost Ilne DESIGN UNDERLAYMENT HAZARDSs FREEZING ANNUAL space, shall baprovided with a window well in accordance with / \3 ND I y . LOAD° m h effects" re Ion' debris zone"' CATEGORY' Wealhering" depth" Termhe" TEMP• REQUIRED" I INDEX TEMPI 8302.11.1.3 Loose-CII)nsutation.malertal.Loos`-•:.. - � J�0 C�0 "��1s Ceilings with brittle rinishun(Including plaster ( p ) 9 Fireblocking 'shall be provided in wood-Framed conswc- Section 8310.2,3. msulatlon matenal shall not be used os a firebin^k Ind stucco) u36n 2Q 1� � SFIV• 3<2 Y t 1 S Y�� 'I i .96 '4' lion in t11e following locations: unless specifically tested in the fonn and mamitr R310.2.3 Window wells.The horizontal ales of the win- -- / Q1 + �� C� i dow yell shall be Hol less than 9 s uare feet 0.9 m),with '' ' . C' --i RAY DOdER a"LRCHITECT DRA.WIN . Ceilings with Ucxible finishes(including gypsum 0240 MANUAL J DESIGN CRITERIA" i I. In concealed spaces of stud walls and partitions,includ- intended for use to'demonstrate its ability to remain .n q ( 3.4.4.2.2 Pei-lorntcd Slienr Wall Adjustments 3.4.4.2.3 Hold-downs Hold-downs with fi capacity JH' �" s G NO: _board) Summer Altitude Indoor desi n Desi n Heatin tem erasure in furred s aces and arallel rows of studs or ala - lace and to record the s read of fire and hot ases. n horizontal rojegtion and width of not less than 36 inches a RCi IITECTURAL DESIGN All other slmctural m@mom's LJ240 Elevation Latitude Winter [ g g P g P P 8 .P P g - _. I'•_• •- When perforated shear wells are used the shear wnll Recordance Willi Table 3.17F,divided by the approprin!e / Q�� • heating Cooling correction factor temperature temperature cooling difference gered studs,as follows: 8302.[1.2 Fireblockin into pit .The inteoril of i1 e_ 414 nun . The are( of the w)ndow Wel( shell allow the len th,re iiiieinerils In Tables 3.17A and 10C shnll be g J 1J INTERIOR bE51GN (. ) g q len tli nd'ustment fatter in Table 3:1'71), ere required at (, Exterior walls-wind fonds'with plasier or ti/361) ! g g Y o Y r , "mer enc. esca a and rescue o enin to be full o ened. L� '1 •f PLANNING&DEVELOPMENT DATE: stucco finish I I i 1 A.Vertically at the ceiling and floor levels. blocks shall be maintained. a g .. P P . . Y P multiplied by the approptiate full-height sheathing lengtli the end'of each sheilr wall segment or nt each end of a per- �V, RESID 1 -C " Exterior walls-wind loads"with other brittle I _ . . forated shear wall.Where full het i �+� O `� ENTIA_ OMMERCIAL-INDUSTRIAL �rsF �� a?O BIz4D Coolin Wind Wind velocity Coincident Daily , Winter St{mmer 1.2,Horizontally at intervals not exceeding'10 feel adjustment factors in Table Find p Corated ON of Iden- ght sheer well segments' -rr/J �4a� finishes g Exterior wolfs-wind lands"with Rexible finishes Aft 120- temperature difference i velocity heating cooling wet bulb range humidity huutidity licolly sheathed segnlenled and perforated walls shall be melt al a comer,a single hold-down shall be permitted to F .1O 85 RICHMOND AVENUE REv�szoNs: _ penuitled. be((sed to resist the ovarhtrning forces in both direc(ial's UI (�F� $. AMiTYVILL.E, NEW YORK 11701 when the c6n ei fiaming in(lie adjoining Walls is Castened " (631)691-1718 FAX (631)691-171 Lintels su ortin nmsorll veneer walls` U60] I - together to transfer the a IiR load sets Fi utas 3.8e-b . - - -----P-=:.(,. [; ) 1,. EMAiL; R.Df1 cHiTECTGmYA. . ,CQM , - -- --- ---_ t . "" . - .,. - , „ r �:'".- ,wv..v,, YF t'„4 Re,rn.+ ,,.a„w .rv;va•;+'.:x�...,,,r:-s .. .-. n.,., ...., „ o ,s' ,,. a '�ra'w, r w'r. ar' - .. .A•: -.. 'Pig $ y.,r�,ar► ' 1 .. 'e' , . I I, I ZZ " •` -G, a �'.�` J tom- 9 to ® /p sGi 0E A6"-v �j�• t G`� $\`1 •rt-•ca 1 • \ A 10 � N / , ra i. �,f-� I� 111 11 RM - PLATFORM /or LANDING -SlIr�v�T� o vj a► - '.cfl,' �!/ ,� \� cep CTION: n ��.rc�, oJ� • - 1 ,yelp CONSTP U - • 2" x g"•LEDGER&TECOS Q V „4 � a N�� 2" x 6`•JOISTS @ 16"O.C. �,P r » � tt' X11 I ` /� f � �1 ,• '• e/ �1 � 61610 5�+ �'�� �.�rcl� a/►�gj • (2) 2 x 8- GIRDER sl _ 5/4" x 6"DECKING �, • u ( _ - 0 -ry ♦ '' � r I . Few ,pRao�_• ,� h , • 4" x 4" ACQ WOOD POSTS 1:k P - b3 • -• !z t% " dia. x 36" DEEP P. CONC. FOOTING.( ' _.._..._._ r. -.--_ •- E • » » \ _._..,. .- .—...- __---._.,.. ._, .•' -.- _.,..... ._... -j---_.—' (..11•>�P.s a '� ' o— '04J G�f/f. w/ f+•L ���i, x„��n .' d:: O • „ 8 RIS]�RS, I I TREADS. --' ------ _ - _ - _ _ _ _ ;,bl c ,r✓ : 5r r .q-c o -z w' R'LI - _ 2 � i " Wp • IF RAIL REQUIRED - 36 HIGH. S 1 �•�.� � --- - �ems'®��+�°• -^ __ �1 P� - alo o � - ----- -- _-, _ ly Zx f O Z x�f E IZ" (� P t�: �;�' S'I N N Z K r ,�!��• e�ervl (� A J �, /7sem T✓� //a 4 � .S7�c���'rJf�°�w c..�.•✓ `04, � 19 + N + \ ` N �� �I ,J%✓/�: �G�' '� FC.iGT.3 ' ✓®<f' I u C.Gi^P JIr✓ /��" �•a''� ` ". , '� ,, ,,�: ,� �.��"� �� /� armo- \0 /� oma. .,, •� � - '� e �, ,.�•.� � 1 ee -r,> r .. ; .o c.c.o w ' �I �,rc•� kill M N G,/,o;�'ep-Zaq v lac S' .!'r7�=�'1 1 !� a. IIoJ = t 1 c r.;p ff (- &AWO ' ♦� � �� I' I � `�1 � c►� ,, .'� � �' a � �'. �S'il��G<.5���•J�• �I �� sv + t .1" ,fes` DIRECT FENT GAS ZERO CLEARANCE •,� .• a ' FIREPLACE Nt'136"OPENING&20"HEARTH. ILI 91 100 0 . 06 of _ t I k r �. N � ��1�✓�- 4olaA I � a� � �JsEaJc�ra. <j'0 GFM �.xN• � Sp , �I=�� IY1, .C� �x�r�►/��� ,r /,�- 'XS" p�orT•�' ._ _. I 1 V` �4<�.r"acs�m ir►,Tu� .�1 f s f` •8 7'.A. .1ol llov t M i '{ `� 4l 1E°(* � Q •F }' �/' t,�, � r± �` `l ��'�orGl�a" _ - � h. �S� L^i,I '' _ ' ... ^ • k I (r\ //�'�•JIT ',", �- I �, 1 ! �,\� �' ' •i d,q c � '�- ld ( � I 1 7'o tf'An°✓a�,� `� i Q � �; dUd --h , z 01 1 I ", _ - _: - 'moi, h �N (1�1 � O � ( S _ter s t, r N cF i'.� 1 �• _ .a I� i L �Au f ,�7 mak' G7 aJ'' oir'iS5ov j _' © ioo f •' r� �.. + N . Ik7.! !o"µlet-1•- �,' ` 7 I1 PIZ k 0 .P PF. 1 . VZ. Za e Pf lo- �},." ( It �) ,�►- . ? �+ I ✓r�� cJ•►�} G�•Gcr1.2,��1' - �x £, �' t�i?�►.Jdr^ �,,, ^ .. \ I Twr za3�► f r I 77 NIN Com) 7-7 Vr TW 3,l•�I n P i - - c 1.51 • � 1 � ' -7 Q11 i *• 401 ~ 77 '76F i A�C' ti OND p�2� ��` RAY DOVER,ARCHITECT, DlbA WING NO: �1 ARCHITECTURAL DESIGN INTERIOR DESIGN k PLANNING&DEVELOPMENT DATE: RESIDENTIAL-COMMERCIAL,INDUSTRIAL `�?� Z 7 -Z© N� �` �" 95 RICHMOND AVENUE q�F 02 1613 y�� S. AMITYVILLE, NEW YORK 11701 REVISIONS: �f NO (631)691-1718 FAX (631)691-1718 EMAIL: RDARCHITEGTc@YAHQQ'COM T.mewn •ra••xq--...._.x;ro-er- .,..,.,,......r...w.n. T+•r.n•..•awSe'q!"'.. mwT.w' h .. I I i I I I ,n><t+>. M✓ebmp.:'%h..-ausFYieNA.'Y4RGfifi9YL'Ws9'& Ck%:•'s'-e,r„Ft•: mw..,... ru.:....,.._. . . ,"91R L'M_{iN.. 1 ,.,.e 0/0 -- Sw •4 : 03 --- BASEMENT/CELLAR � I REINFORCED W/6 1010\'4ELDED AVIRE • `• SLAB •• CONCRETE FABRIC OVER 6 MIL VAPOR BARRIER VER COMPACTED FILL. F a• n • - ice' M00 File . JI 1:1 7Z.5 "nwe AG 10 I INSTALL FIRE PROTEf ECTION TO BOTTOM OF JOISTS X p _. s 1- .. - — _ - - - - ---- - • •• • '/x”GYPSUM Bf "_D-'�AS PER R302.13 - i 0 T i \► � ,s�IJ'C.r/ ' h ,�t�I�1C 3G HX i�G7���. Cd G: - 1�l. G " 10 IN- - 110 1 T ..,_ -- - -- --- ..- --- 5'41' ..r'�. • - • 4 i 1 . 14+ j:��//G//.��i �!I tee. ..f.-�yL — � ,�y, •I l J ♦ "_s_ :. yr r � ' i LOP tj _- -- - - b Y 40 POT -� SLAB ON GRADE n I �` • 4"CONCRIJTE SLAB REINFORCED VV/661010 WELDED WIRE FABRIC OVER • S 6 MIL VAPOR BARRIER OVER COMPACTED FILL. AT GARAGE,PITCfI 4"TO O 4 I OVERHEAD DOOR. AT PORCH,DROP T.O.SLAB 4"BELOW FINISHED FLOOR.04 • `Iloi •'. ` - ' • a - -- - 1 I n • 1 s Z" ►`'fl ID' S " le 1 1 14 t-8 I 10 —_--- _ f P1i vJ6017$117 1 CA ' 4 . r — .. � • / , _ - --- - ,ems l,�G''�_��!✓�'"'.. . _/�./�'���'�?/AI�IGi'� `o��0N D D� RAY DON ER, ARCHITECT DRAWING NO: ARCHITECTURAL DESIGN INTERIOR DESIGN - --- -- -- - - `- --... -- ---- — —----- -- - PLANNING DATE: DEVELOPMENT ® Z::.-;o-COMMERCIAL INDUSTRIAL / �• 95 RICHMOND AVENUE l O 02A3PD� S. AMITYVILLE, NEW YORK 11701 REVISIONS: 9�F Or NEW (631)691-1718 FAX (631)691-1718 EMAIL: RDARCNITECT@YAIi00,CO11Awpopwommim"No ow 0 oil � I I wwrNpPX�exdlr. �rra+uarletemrrsa�at•m�+ •, I I 'S --' - - -- R905,1.2 Ice barriers.In areas where there has been a his- TABLE R703.3(1)•. _ 3.2.6 Special Connections 2,6.1( Ridge COnneCt,1011 }IP uirements tory of ice forming along the eaves causing a backup of SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESS ? G/!��w�� S ��_� g q water as designated in Table R30L2(1),an ice barrier shall ,$ , y' / R dge connections shall be' in accordance with the TYPE OF SUPPORTS FOR THE SIDING MATERIAL AND FASTENERS be installed for asphalt shingles,metal roof shingles,min-' NOMINAL J011J7 Wood or wood °' �a�l� SIDING MATERIAL THICKNESS TREATMENT structural Fiberboard Gypsum Foam plastic Number or ' 4�f/je.2 Direct /� G?JX r V... it ments given in Table 3.6. Prescriptive solutions el'al-surfaced Coll roofing slate and slate-type shingles, (Inches) g sheathing sheathing aheethln� to studs -Ps cing of e- W ��j�' .fie=%t1'l for ridge straps are'provided in Table A-3.6.Where ridge wood shingles and wood shakes.The ice barrier shall con- panel sheathing Into stud Into stud Into stud Into stud fasteners straps are used,they shall attach to opposing rafters. list of not fewer than two layers of underlayment cemented Siding nail Siding nail Siding nail Siding nail r 4 together, or a self-adhering polymer-modified bitumen c 13/ x 23 1 3 : ? i. Steel 29 ga. Lap ( a" ( /4"x (2/2"x (1 /4"x Not Same as EKCEPTION: Ridge straps are not required sheet shall be used in place of normal underlayment and 0.113") 0.113"� 0.113"? 0.113' allowed stud spacing.I w'ien collar ties(collar beams)of nominal 1 x6 or extend from the lowest edges of all roof surfaces to a point Staple-13/4' Staple-2/2" Staple-2 /4" Staple-1 2?4 lumber are located in the upper third of the not less than 24 inches(610 mm) inside the exterior wall c-w 4 aLlc s ace and attached to rafters in accordance line of the building.On roofs with slope equal to or greater 0,120"nail (shark) nail 0.120" "1 (shank)with (shatlk)with 16 inches on:;j p than 8[nits vertical in 12 units horizontal, the ice barrier (shank)with a 0.313"head a 0.313" 0.120"nail center or as -SIDING OVER HOUSE WRAP OVER FOAM iNS[iLATiON (jam= � �,�{� !�''/ u`�P' a' , w'th Table A-3.6. shall also be applied not less than 36 inches(914 mm)mea- Vinyl siding a 0.313"headSt (shank)with specified PLYWOOD &/OR'/i"OSB SiiEAT[11NG \ / �� 0.035 La St Ile a e 3 16-gage head or Not OVER/z CDX PLYW ,� F.ptvJt iF,1 l ��p"�,G/ - lured along the roof slope from the cave edge of the build- (see Section 8703.11) P g g a 0.313 head b the ' r " 1 F� ���� tja71 S� Staple with staple with 16-gage allowed Y OVER 2"X4"WOOD STUDS(�16"O.C.�l:K aarT- --- ing� -- - - P 3 t _ Section •2"X VENTED BLOCKING 38crown�''I /8-to 3/sStaPlto 1/2- crown 8703.11.2 instructionsor� / to /-inch manufacturer? V A test (2)2"X4."TOP PLATE METAL GUTTER OVER FASCIA Wood rustic, „i r 11,49:n+:':!rt' re rirr:r.„In �' It!•'ii a ^,d"l' "J td fi!i til d;, 7.,it3l%lr Itr'I!!It!1!ra; hit �::P "II, S 2 VENTING SOFFIT ! ' CONTINUOUS V t N � + crown inch crown rept,.d ( W a „ii :, n :rr ;, sib r••+,n muVlII;;r p n tut m, ,,, ? _ boxo ,h, dro 3/ 'h La Face nailing'I . up to 6 �P?"�;�+' /! ler TJ° Wood siding /32 6d box or fid box or 6d box or 6d box or siding nail widths,1 nail! P ee Section Shipla averse per bearing;., 8703 g Lap siding nail siding nail siding nail siding nail (21/2"x widtli '-' P f ' •5) Bevel /16 (2"x 0.099") (2"x 0.099") (2"x 0.099") (2"x 0.099") 0.113") Sir .r �� 74 aK 4S S"�CJV's 16"�C ICS[^Qts AR=� Staple-2" and over,s)rt per bearing,, // l« ""'� But(tip /16 Lap s 7•/f K� 3 2 nails','. Wood structural panel 7i P g;l .- ANSI/APA PRP-210 21/2"x 21/2"x 21/"x 6"panel .SSI a F.,r� ..�� . 3 1 2"x 0.099" 2 2"x 0.099„ i! SW r 1 �,� ��v✓w I ! +Generated b REScheck-Web Software siding exterior rade /8- /2 Note 0.113" 0.113" 0.113" edges g( grade) siding nail sidin nail g ' �� w see Section 8703.5 siding nail siding nail siding nail g inter.sup.Y' -QJ�G -I''ar' F f- 1 Q Wood structural panel) 2!"x 2/"x 2 "x sup..-,', Wood ,p Compliance Certificate 3 t Note 2"x0.099'.; / 2"x0.099" 8"atom g(see Section /s- /2 0.I 13" 0.113" 0.113" g� Note g siding nail sidingnail bottom ed a' i i siding nail siding nail siding nail For SI:I inch=25.4 mm. a. Aluminum nails shall be used to auach aluminum siding. tP r ��I�F w� b. Aluminum(0.019 inch)shall be unbucked only where the maximum panel width is 10 inches and the maximum Oat area is 8 inches.The tolerance�at. !� aluminum siding shall be+0.002 inch of the nominal dimension. IF Project NEW RESIDENCE c. shall be of approved type. - _ d. Where used to resist shear forces [lie spacing mu I s i sl be 4 orches nl •foal edges end 8 inches on interior supports. 1 ... P g r HIC - e. Vertical end joints shall occur at studs and shall be covered with a joint cover or shall be caulked. " URR ANE STRAP H7Z Ener Code: Energy 2018 IECC gt g'g 7 g g g g, � I - 'SIT'iFSON'HURRICANE TIE OR 7'/." (. Face nailing:one fid common nail Through the overlapping planks at each stud.Concealed nailing:one l I-gage e 11/ inch-Ion alv.morin nail Ihrou H I 211 CA.CALV.STRAPPING Location: SOUthOI(�r Blew York top edge of each plank at each stud in accordance with the pianufacturei's installation instructions. u g. Vertical joints,if staggered,shall be permitted lobe away from studs if applied over wood structural panel sheathing. ' ' 1�/af`sem S' Construction Type: Single-family h. Minimum fastener length must be sufficient to penetrate sheathing tuber nailable substrate and framing a Total of a minimum of 11/4 inches or in accordar 11 L ��G J� - Project Type: New Construction with the manufaclmet's installation inslruclions. M � '`- - --- - - j I Conditioned Floor Area: 3,333 ft2 ' •� Glazing Area 11% Climate Zone: 4 (5572 HDD) SECTI . t FOUNDATION WATERPROOFING AND d 0 � A, .Y,v K�'' �,,,,�: �:,�;��,,:,r'. Ca iT�..,,n:h.' '�,,.,i�,,'•� � ':2!i'' :C:�� ,b, .-- .: � • , t I+;,l ��� �`,,iy, i s; ON WATERPROO FACTORY BUIOLT FIREPLACES l' $ 17.k •r ukdL, .' E��as..,ye 'r^h:4°;,s ,,ti; l % i .s,�� dl,h a,,r,(t: lt"ti,; l n{yy'ti Fi" f'1 TIDAMPPROOFING F y :�t .,. .z.x� .++:,.9.,, �' ( �- ' ,i')�,"".,a. �fik t.."?.ns��;,�„�r,r;¢l• 81004.1 Gunernt.Foclury-built fireplaces shall be fisted and �� �•�. GC.� �. ��'"/������°����,�t Compliance 1.9%Better Then Code UA: 418 Your UA: 410 Maximum Si 0.40 YOUr SHG : 0.30 8406.1 Crinerele and[masonry foundation dampprrooling. labefed'mtd shall be lnslnlled in accordance with the condi- Maximum Except where required by Section R406.2 to be waterproofed, [lot's of the listing.Factory-built fireplaces shall be tested in The 3o Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. foundation It DOES NOT provide an estimate of energy use or cost relative to•3 mini d Ion walls that retain and enclose interior spaces mum-code home. p es sccordnnce with UL 127. 0\ and floors below grade shrill be dampproofed from the higher of(a)the lop of the fooling or(b)6Inches(152 mm)below the 81004.2 ilearth exlcublons.Heal lh extensions of approved top of the basement floor,to the finished grade.Masoinry walls factory-built fireplaces shull be installed in accordance with Envelope AssembIies the listing of Ute fireplace.The hearth exlensioti shall be rgtid- _shall have not less than /, inch (9.5 mm)portland cement t. �-FINISHED GRADE. =•• • - .. sly r.tstinguishable Gem the sun'ouuding flour ,ren. Listed E'':=<}q•• :";a t,.;;^+ u P`. and labeled hearth extensions shall comply with •aging applied to the exterior ol`the walk The perging shall be .. . :k• - da of p Y UL 1615. , ,- y�,. m ro ed in ec ordanc with one s. (�;h'. I'. .�4? h;• r�;.3'`' +,,, ' ',:� C oflhefollowin r.. s.., _ ;,,,, s4 r(: �,,<:;• ,� i' N` r ;•xtr... tai' PP F following: . -._ i . t ; Q x` et r r (11400). ') '; <;': s,iy' (; i:�,:. .�`'' 1s,',•;u.. 'FOUNDATION WATERPROOFING <' "���, ,-:t..R ,r„ :f- r S, st:.:'=� 'r, r.a 1 �: .'�-",•a," :Ir.Y: I _ '�,� , .. .f`yi 'I.YV :':T"„ •.ff"nTM' 'V.4�.'-. ,rt..-ME: ndM a. ;o-, t.ig - _•h';t^«�; .r,, ,..a � ,, SECTION 81005 �;+'' :•i.§i,,, ,.F �';'. Bituminous coating.' -- •R�t="z s, ':t� �r ) , .•�,�� �'�" �.' i r se ru;': - - �� .;r"' `>TM FACTORY-BUILT CHIMNEYS ♦ ,--'.,�'��.,.�'•�..•�.. .��__:. V•��;.,,,:,,,`�"t:: ;1�'fi '�as:� ',v` �' „ 1.$^ < °:� v la3%'�., �� �;, •2. Three ounds er s orae and 1.63 /ms orf scr I' ra•m% :.-..'rix.. 81005.1 I,tsthtg.Foclury-bush chimneys shall be listed and ole-eig'cement. labeled and shall be installed and terminated id accordauce x ,^,!/ � I .• Ceiling: Flat Ceiling or Scissor Truss 1,785 30.0 0.0 0.035 62 3. One-eighth-inch (3.2 mm) coat of snrfece-bonding with the manuFacturef'S inslruclions. .5""'r-mss - -� Wali:Wood Frame, 16"o,c, 3,244 15.0 5.0 0,053 153 t cement complying with ASTM C 887. _ 4. An material ermined for waterproofing in Section 'SECTION R1006 �• �' Window: Wood Frame 357 y p rp g EXTERIOR AIR SUPPLY SHGC: 0.30 0.300 107 I 8406.2. 81006.1 E xterfor alt'. Faclory-buiif or masonry ftrepiseeti 5. Other approved methods or materials, covered in.this cha(iler shall be equipped with an exterior ail 1 Floor:All-Wood Joist/Truss 68 3r0.0 0.0 0.033 2 Exception: Paiging of unit masonry walls Is not supply to allure ro rot Cue - -- IN P t r I combustion unless the moot is' ( (12.1 ) - Concrete Or Masonry cal is pp oved or cl pp ... ._.. . ...... .... _ - _ - L FIREBLOC t•y on so Ilial !� S f NSULATION.R BACo 1,392 0,0 .___-__11.0 ... 0,062--._-86 .__ _ cafio'n to theem6sonryc pressure salt neutralorlvrsiwe c the indtioff R trolled Basement• Sol n r' approved f dire' a li- --. .° . GYPSUM WALL BOARD Depth below grade 6.0' ppapplying y P� Concrete walls shall be dun roof d b an o 1 c' �'� �� �' Insulation depth: 8.0' of the listed dampproofing materials or any one of the water- k1b -3/,11 materials listed in Section 8406.2 to the ex,lerior of '/"PLYWOOD SUB-FLOOR SHEATHING OVER the wall. tt FLOOR JOISTS @ 16"O.C. (SEE FLOOR PLANS). the Statement: The proposed building design described here is consistent with the building plans,specificatio s, and other R406.2 Concrete and masonry foundation waterproofing. I calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in in areas where n high water table or other severe soil-water 4 •r REScheck Version : RESCheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Qhecklist. conditions are known to exki,exterior foundation walls that r n enclose o ors below SLAB ON GRADE -- - retain earth andinters r spaces and fl o b to k - ` 4"CONCRETE SLAB REINFORCED W/661010 WELDED WIRE FABRIC OVElT irade shall be waterproofed from the higher of(a)the lop of T76 MIL VAPOR BARRIER OVER COMPACTED FILL. AT GARAGE,PITCIi 4"TO file fooling or(b)6 inches (152 min)below the tole of the tl `" BASEMEN'11 - 4"CONCRETE SLAB REINFORCED BI-, ,LOW DOOR. AT PORCII,DROP T.O.SP.AI14"BTLOW FINiSTIED FLOOR. Basement floor,to the finished grade.Walls shall be water Toofed in accordance with one of the following: ( I W/661010 WELDED WIRE FABRIC OVER 6 MiL VAPOR --• ------ j'u - r!,1. Two-ply hot-mopped felts. " y _I BARRIER OVER COMPpA',TED FILL, ��� `2. Fjfsy-five-pound(25 kg)roll roofing. r .r/FSy!r3. Six-mil(0.15 mm)polyvinyl chloride. !4. Six-mil(0.15 urn)polyethylene, S. Forty-mil(I rum)polymer-modified asphalt. i .ACQ (2)2"X6"SILL;SECURED 7'O 8" ]VOTE: +OR AI,i•MLTA1�(j1�PS(7N']�NCARS„ ljtJc�'„�tG � ��'T��, ���-/���a POURED CONCRETE FOUNDATION WALL,&/OR SEL IAL`]_jIF'5PF•C'S ton R f 8"CONCRETE BLOCK(TOP 2 COURSES FILLED SOLID W3)- iAII iNC:TO MICrT COD�LI'. Qt1,=/Z XIP4' SOLID W/CONCRETE& li MIN.ANCHOR BOLT - -- TJ� .1/ EMBEDMENT)FOUNDATION WALL W/5/8"DIA. _ ANCHOR BOLTS W/NUTS & 3"WASIFEiIS a 45"O.C. j ANCHOR BOLTS MUST HAVE MIN. 7"EMBEDMENT. ANCHOR BOLTS ARE TO BE PLACED WITHIN 12" N 11 '/4"WIDE 20 GA. GALV.STRAPPING FROM ANY CORNER&G"TO 12"FROM THE END (EACH STUD)MIN. 12"BEARING ON OF EACH PLATE SECTION. FRAMING. �/ �� �,�/ I/�l � INSTALL SILL SEALER&TERMITE SHIELD, mss,�� - P/TC �' .� / POURED CONCRETE FOOTING,KEYWAY& 1r �- AV " - (2)#4 REBAIL ,,• :I �f�, <F>C r�_./Z44 t cam w 'r i • END WALL (2)5/8"11 BOLTS CORNER STUDS (TOP&BOTTOM) - 'v .•CRIPPLE STUDS LG �� -- - %i"l iAA'L GALV.BOLTS 16"O.C. , 'SIIDIPSON'U210IIANGAR 16"O.0 . 1/4"MiN,200AUOE 5/8"DIA TITREADED--- COrL STRAP o SEE PLAN FOR - ----` IBADER SIZE 'STN4PSON'H3 IIURRICANE CLIP 16"O.C. •- ROD w/WASHl�Rs&Nu � , 5/8"BOLT 2x4 STUDS NEW W NI )WOPENING FOR {I' FLOOR JOiST NEWWMIx)WOR . E3:rERIOR DOOR DECK JOIST -. . -.. 'Si117PS(7N' . `SIM_PSON'HD5B p - -. - - _. 115 HURRICANE HOLDOWN GIRDER %:"DIA. ANCHOR,BOLT CLiP 1c'o.c 7 E - . . .. ,. JO��, __.__.. _ � .• _ W/11TIiV,� {MBEDMPNT -'--- 4 i l FT,00R Jols•rJA/ 0 CEILINGJOIST /a. ! C4 EACTI SIDE(4X4 POST) _ ACG EACII STDi?(6X6 POST)" L C_�+ - r --- " GIRDER + o 'SIA•IPSON'PB44 FOR 4X4 POSTI L • i"nIA.LAG BOLTS IG"O.C, 'SIIVLPSON'PB66 FOR 6X6 POST 'SiMPSON'U210IIANGAR 16"O.C. /P�t'�J:. /( �A.�I /N'314/Z I c>,v RIM JOIST t'I'• AX N, �C b• �! .. ' , r �� ♦e POURED CONCRETE FOOTING -- -- AC4 EACH SIDE(4X4 POST) f j Nd %/:"SSTB 12" r- i 1 ---..._._... AC6 EACII SiDi,(6X6 POST) O�'�/ ANCHOR BOLT r „ i r-, RAY I70NER, AR-CHITECT DRAWING NO: -t ARCHITECTURAL DESIGN �- v/s 1 /. WIDE 20 GA.GALV.STRAPPING ;� . s (EACH STUD)�i 92"BEARING ON t INTERIOR DESIGN k� 1' PLANNING 9 DEVELOPMENT D�`T��' =--!FOUNDATION WALL FRA111IT(G. • l I ---• i - -- = 1 D +'TA �o�Q �. I --- 1�1••,�� -- ��- _ REST T �©. �- �O r RESIDENTIAL-COMMERCIAL INDUS RIAL :I i " , - + +� - --- 95 RICHMOND AVENUE TAIL- DECK DETAIL SIMPSON STRONG'TlE ABA44 OR 66. (P --- ' ..-, PORCH ROOF DETAII. NO Ob` REVISIONS: % TO_TQ.I�11 - (NTS) r - (NTS) �+��QNR I�nPENI1��� -- -- - - -- - E --- - - -- --�- ----- - (631)691-1718718 .. x9 mbed•1/2"dia, gaiv.boll 7" into concrete �J 02a� ��` S AMiTYVILLE, NEW YORK 11701 F O N�� � FAX(631)691-1 EMAIL.:. RQARPH1TEQT@YANOO,QQM _..,PSpr,.nr,v�„„�... ..,, .,.•, ,a.fy,w.+' mnr,,rw•q+a�,., •,.yk¢.;.n,,P+r+rxrp•'-. .... ,.,v*..,.-,. ..,....^ti1R•.-.•.. . ,•.... , ,. - r - ,r - •, r •, . _- ... __ ------.- -..- -. . 8402.2.3 Eave baffle. For air-permeable insulations in SECTION 8403 ___ --- - `- -- - ` --- .---- --- ---- ----.._. . . --- --- ---- ----- - -- - vented attics, a baffle shall be installed adjacent to soffit SYSTEMS [NY]TABLE 8402.1.2 _-- -----------. -._._- TABLE R402.4.1.1 and eave vents. Baffles shall maintain an opening equal or INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT' AIR BARRIER AND INSULATION INSTALLATION' greater than the size of the vent. The baffle shall extend 8403.1 Controls(Mandatory).Not less than one thermostat GLAZED WOOD MASS BASEMENT` SLAB AB' CRAWL COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA ATTIC INSULATION over the top of the attic insulation.The baffle shall be per- shall be provided for each separate heating and cooling sys- CLIMATE FENESTRATION SKY FENESTRATION CEILING FLOOR SPACE'FENESTRATION FRAME WALL WALL WALL R-VALUE A continuous air barrier shall be installed in the building ZONE UFACTOR UFACTOR SHGC°.' R-VALUE R-VALUE R•VALUE' R-VALUE R-VALUE 6 DEPTH WALL envelope. „c mitted to be an solid material. tem. - . - - --- - - - -- - R-vaLu�- CONTINUOUS BEAD ATTIC FLOOR FRAMING y _ Air-permeable insulation shall not be used as a OF SEALANT - --__ 4 0.32 0.55 0.40 49 20 or 13+5 8/13 19 ]0/13 10,2 ft 10/13 Gene,al requirements The exterior thermal envelope contains a Continuous air scaling material. RIGID INSULATION °R-VALUE DEPTH PER CLIMATE" 8403.1.1 Programmable thermostat. The thermostat I 8402.2.4 Access hatches and doors.Access doors from g controllingthe rimer heating or coolingsystem of the 5 0.30 0.55 NR 49 20 or 13+5' 13/17 30a 15/19 10,2 ft 15/19 barrier. BEAD = COMPRES5IDLE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE conditioned spaces to unconditioned spaces such as attics -- -:- al - Y-----go---l.ing• 6 O,tion 1 0.30 0.55 NR 49 20+5'or 13+10 15/20 30° 15/19 10,4 it 15/19 Breaks or joints in the air bonier shall be sealed. CONTINUOUS - = dwelling ural shall be capable of controling the heating 1 s The air barrier in any dropped ceiling or soffit shall be and crawl spaces shall be weatherstripped and insulated to 6 Option 2 0.28 0.55 NR 60 23 cavity 19/21 30 15/19 10,4 f1 15/19 aligned will,the insulation and an a OF SEALANT - __- SITE BUILT,ATTIC ENCLOSURE - MECHANICALLY SECURED and cooling system on a daily schedule to maintain differ- ' _ - - a level equivalent to the insulation on the surrounding sur- g y gaps in the air --CO ITINUOUS MINIMAL = _ = ant temperature setpoints at different times of the day. NR=Not Required. faces. Access that prevents damaging or COmpressing the Ceiling/al is barrier shall be sealed.. The insulation in any dropped ceiling/soffit shall be t ere This thermostat shat]include the capability to set back or For 51: 1 foot=304.8 mm. aligned with the air barrier. Access openings,drop down stairs or knee wall doors to EXPANDING FOAMAT •CEILING GYPSUM BOARD - - insulation shall be provided to all equipmen. Wh a.R-values are minimums.U-acfaa and SHGC ere maximums. Where insulation is installed in a cavi[ that is less than[he label or desi n thickness of the unconditioned attic Spaces shall be Sealed. I WINDOW PERIMETER temporarily operate the system to maintain Zone tempera- I y g AS NR BARRIER . loose-fill insulation is installed,a wood-framed or equiva- ° ( e ) g o insulation,the installed R-vahre of the insulation shall be not less than the R-value specified in the table. 111- tures of not less than 55'F 13 C to not greater than 85 F Cavities within corners and headers of frame walls CONTINUOUS BEAD lent baffle or retainer shall be installed to prevent the b.The fenestration U-factor column excludes skylights.The SHGC column applies to all glazed fenestration. shall be insulated b completely filling the cavil I (29°C). The thermostat shall be programmed initially by c. "10/13"means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation on the interior of the basement wall- . The junction of the foundation and sill plate shall be sealed. with a material having a thermal resistance, y I OF SEALANT loose-fill insulation from spilling into the living space g . the manufacturer with a heating temperature setpoint of ^15/19"means R-15 continuous insulation on the interior or exterior of the home or R-19 cavi •insulation at the interior of the basement wall.Alternative) The junction of the top plate and the top of exterior x•aI(s R-value,of not less than R-3 per inch. I CONTINUOUS BEAD when the attic access is opened.The baffle or retainer shall h' Y. walls P 0 o shall be sealed. not greater tlta,t 70 F (21 C) and a cooling temperature compliance hid,"15/19"shall be R-13 cavity insulation on the interior ofthe basemen)wall plus R-S continuous insulation on the interior or exterior of tl,e OF SEALANT - P P g rovide a etmanent means of maintaining the installed R- - Exter]or thermal-ellv4lgp�.insulationt'oLframed walls_ _ setpoint of not less than 78°F(26°C). home. - Knec walls shall be sealed. shall be installed in substantial contact and I va_lu_e_o_f_the loose-fill_i_nsu_lati0_n. - ___ --.----- d.R-5 insulation shall be provided under the full slab area of a heated slab in addition to the required slab edge insulation R-vahie for slabs.as indicated in the continuous alignment with the air barrier. I CONTINUOUS MINIMAL , 8403.3 Ducts. Ducts and air handlers shall be installed in table.The slab edge insulation for heated slabs shall not be required to extend below tl,e slab. WIPJDOWUNIIAS EXPANDING FORMAT. Exception:Vertical doors providing access from condi- The space between framing and skylights,and the jambs e. Reserved. Windows,skylights and doors I AIR BARRIEYR [lotted spaces to unconditioned spaces comply with the accordance with Sections 8403.3.1 through 8403.3.7. of windows and doors,shalt be sealed. WINDOWPERIMETER MECHANICAL LATCH TO PRESSURE p p p y f. Reserved fenestration requirements Of Table 8402.1.2 based on R403.3.1 Insulation (Prescriptive). Supply and return g.A vely,Insulation sufficient to fill the framing cavity and providing not less than an R-value of R-19. 1. Rim joists Rin,joists shall include the air barrier. Rim joists shall be insulated. SEAL AT WEATHERSTRIPPING theapplicable clintale zones specified in Chapter 3. a first value is cavil insulation,the second value is continuous insulation.Therefore,its an example,"13+5"means R-13 cavi[ insulation plus R-5 ducts in attics shall be insulated to an R-value of not less h.The y p y p Floor framing cavi Insulation shall be installed to CONTINUOUS MINIMAL p p continuous insulation. cavity I 1 than R-8 for ducts 3 inches 76 mm to diameter and larger maintain permanent A contact with the underside of XPANDING FO AT 8402.4 Air leakage (Mandatory). The building thermal ( )' g P I 11M o I. Mass walls shall be in accordance with Section R402.2.5.71,e second R-value applies where more than half of insulation is on the interior of the mass wall. subfloor decking.Alternatively,floor framing WINDOW PERIMETER p r shall be installed at y exposed f ` envelope shall be constructed to limit air leakage m accor- and not less than R-6 for ducts smaller than 3 inches(76 dance with the requirements of Sections 8402.4.1 through Floors,including cantilevered insulation. Doors and floors above The air barrier• II an ex o edge o cavi insulation shall be in contact with the to side P MITI in dlame[eC.Supply and return ducts m other portions -'- - -' -- -' ----- of sheathing,or continuous lnsularion installed on CONTINUOUS BEAD 8402.4.5. of the building shall be insulated to not less than R-6 for [NY]TABLE 8402.1.4 garages the underside of floor framing;and shall extend OF SEALANT -WINDOW UNIT AS the p f a per floor CONTINUOUS BEAD AIRBARRIER -MANUFACTURED PULL DOWN STAIR R402.4.1 Building thermal envelope.The building then- ducts 3]aches(76 mm)in diameter and not less than R-4.2 EQUIVALENT U-FACTORS' from the bottom to [0 0 11 e' - •- - framing members. `�, for ducts smaller than 3 incites 76 min In diameter. CLIMATE FENESTRATION SKYLIGHT CEILING FRAME MASS WALL FLOOR -BASEMENT"' "CRAWL--- I OF ADHESIVE n,al envelope shall comply with Sections R402.4.1.1 and ( ) ZONE U-FACTOR U-FACTOR V-FACTOR WALL U-FACTOR° U-FACTOR WALL SPACE WALL Exposed earth in unvented crawl spaces shall be covered Crawl space insulation,where provided instead of �� U-FACTOR U-FACTOR U-FACTOR CONTINUOUS BEAD CONTINUOUS MINIMAL \ \• R402.4.1.2.The sealing methods between dissimilar materi- Exception: Ducts or portions thereof located com- Crawl space walls with a Class I vapor retarder with overlapping joints floor insulation,shalt be permanently attached to i OF SEALANT _ EXPANDING FOAM AT . als shall allow for differential expansion and contraction. pletely inside the building thermal envelope. 4 0.32 0.55 0.026 0.060 0.098 0.047 0.059 '0.065 taped. the wat!s. = WINDOWPERIMETER /� 5 0.30 0.55 0.026 0.060 0.082 0.033 0.050 0.055---- Duct shafts,utility penetrations,and flue shafts - v 8402.4.1.1 Installation.The components of the build- [NY]8403.3.2 Sealing(Mandatory).Ducts,air handlers 6 0.30 0.55 0.026 0.045 0.060 0.033 0.050 0.055 Shafts,penetrations opening to exterior or unconditioned space shall be and filter boxes shall be sealed. Joints and seams shall sealed. iha thermal envelope o indicated]n Table 8 actor 1.1 Batts to be installed in narrow cavities shall be cut to CONTINUOUS BEAD \ shall be installed in accordance with the manufacturer's comply with either the Mechanical Code of New York a. Nonfenestration U factors shall be obtained from measurement,calculation or an approved source. • o OF sEnlnNr State or Residential Code of New York State, or the New b.Mass walls shall be in accordance with Section ate Zone Where more than half the insulation a on the interior,the mass wall U-factors shall not exceed 0.087 - fit or narrow cavities shall be filled with insulation CONTINUOUS BEAD instructions and the Criteria method In Table in Climate Zone 4 except Marine,0.065 in Climate Zone 5 and Marine 4,and 0.057 in Climate Zone 6. Narrow cavities that on installation readily conforms to the available - �- ADHESIVE . AIR SEALING A. ATTIC PULL DOWN ATTIC STAIR tion. .1.1, as applicable to the method of construe- y or Construction Co S applicable. c. In warm-humid locations s defined y g e R301.1 and Table R301 , ,e basemen Nall f rorshall not exceed 0.360. -- 7-�=CONTINUOUS BEAD - = - -- -'- - -' --'----'-` - - -- "�--"' tion. Where required by the building official, an Exceptions: aided between th garage City e a a , 'ons a b Fi ur .1 ll •• U-tic• CONTINUOUS BEAD of SEALANT cept]on ' cavity space - i Opp? third party shall inspect all components and Air sealing shalt be provided e are a end Garage separation conditioned spaces. I I_,__*, OF SEALANT verify compliance. 1. Air-impermeable spray foam products shall be o - permitted to be applied without additional joint Recessed lightingRecessed light fixtures installed in the building thermal Recessed light fixtures installed in the building I CONTINUOUS SILL SE [NY] 8402.4.1.2 Testing. The building or dwelling seals. envelope shall be sealed to the finished surface. thermal envelope shall be air tight and IC rated. \/ / :fULLWIDTH OF MUDSILL unit shall be tested and verified as having an air leakage In exterior walls,batt insulation shall be cut neatly to F��% =EXPANDING FOAM SEALANT rate not exceeding three air changes per(tour.Testing 2. For ducts having a static pressure classification of .. fit around wiringand plumbing,or insulation,that FOUNDATION WALLA$ ROOF SKYLIGHT t plumbing n Ir - '/-� . AIR BARRIER - --_ _ ---_ -- Il u g d wiring ablespace, ROOF RAFTER shall be conducted in accordalice with RESNETACC less than 2 incites of water column (500 Pa), Ir' ° in adilyonf toava r n installation ani e n it o ms 1 on r o \�\ � ,•^' -380-i45T1vI E779-or ASTM E1827-and reported arm additional closure systems shall not be required shall extend behind piping and wiring. CONCRETE SLAB AS RIGID INSULATION y j 1 �/ pressure of 0.2 inch w.g.(50 Pascals).Testing shall be for continuous] welded slots and seams, and E,7., r,infli i- acent to showers and tubs shall be I' ��� e AIRBARRIER CONTINUOUS BEAD R-VALUE�TI IICKNESS PER CLIMATE The ow rs an r installed at eaaenor howls l from to - \ aE _ performed at any time after creation of all penetrations locking-type joints and seams of other than the Shower/tub on exterior wall shower oP Idblubs shall separate the wall from the insulated. I \ \ I F::::� of$EnlnNr \��\� e �11of the building tl,er»tal envelope. snap-lock and button-lock types. Electrical/phone box o„erierinr The air barrier shall be installed behind electrical and \ e. e ,\ During testis R403.3.2.1 Sealed air handler.Air handlers shall have communication boxes.Alternatively,air-sealed boxes - A ' /, //I/ ` CONCEPTUALAIR SEALING STRATEGY// g g• ` • ;. a manufacturer's designation for an air leakage of not r''°lws shall be installed. ; �. �����\���. EXPANDING FOAM SEALANT 1. Exterior windows and doors,fireplace and stove g g ! \ \\ UPPER WALL SECTION `,.' a • \� � , ,,," _ __- doors shall be closed,but not sealed,beyond the greater 2 percent i f the design airflow rate when Y 1dVAC supply and return register boots that penetrate - ,� :r I !\ \ ';\• /,'iii. ,',I, ' \�/. ,• 1.1' CONTINUOUS BEAD tested i t accordance w'th ASIIRAE 193. intended Wea[herStri in Or othettnfilttatiOn II AC register boots building thermal envelope shall be sealed[o the subfloor, i CONCEPTUALAIR SEALING STRATEGY 11 OF SEALANT PP g watt covering or ceiling penetrated by the boot. : control measures. 8403.3.3 Duct testing(Mandatory).Ducts shall be pres- Where required to be sealed,concealed fire sprinklers shall I LOWER WALL SECTION sure tested to determine air leakage by one of the follow- only be sealed in a manner that is recommended b the I -- 2. Dampers including exhaust, intake, makeup air, ing methods: y Y - t backdraft and flue dampers shall be closed, but Concealed sprinklers manufacturer.Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover not sealed beyond intended infiltration control 1. Rough-in test:Total leakage shall be measured with . plates and walls or ceilings. INSTALL SHEATHING AT ATTIC are ------- ,: meas pressure differential of 0.1 inch w.g.(25 Pa)across- - __-_ -''" SIDE OF SKYLIGHT SHAFT the system,including the manufacturer's air handler ---.- ------- --- - ---------- -'---- -. • 3. Interior doors, where installed at the time of the enclosure if installed at the time of the test.Registers % test,shall be open. shall be taped or otherwise sealed during the test. __-__ ��Y,I ?w i sl(nleLlr sIIAFT 4. Exterior doors for continuous ventilation Systems Z. Postconstruction test: Total leakage shall be mea- 1 - -,_-•-"i -�1 CAVITY INSULATION and heat recovery ventilators shall be closed and sured with a pressure differential of 0.1 inch w.g. - ' S"°""'"�4+ y^;•, r / sealed. 25 Pa across the entire system,including the roan- TLI., - ,, •( ) y g ", X:`' Ur rill eoUrhed.glued or , ;;{;,r,;•...,,CONNNUOUSBEAD ATTiC INSULATION 5. Heatin and coolin s stems, where installed at x Ceilng drywall taped ;, , ; Fir ' .fIg g y ufacturer's air handler enclosure.Registers shall be a"' aakoled to top ploto a ;<l];,,i :to wall drywap g x OF SEALANT the time of the test,shall be tamed off. taped or otherwise sealed during the test. I � ,1 I -- GYPSUM BOARD LINER -- _ fr' r 6. Supply and return registers,where installed at the •N wall f .ullieJ, 11of.1 glued u d o ehaocIal10 lop Plola �l1�a,� °'"7C,�•f i pp y g 8403.4 Mechanical system piping insulation (Mande- y . pt ad or paekalod to to Tg , I � Yli},, - - tine o e e a e fully n. 0 knlnd to ,", . . . _.- .. . - - -. . -_..-...._ . o ° -- a:rf[^::,: �^ I', ri!11+4hr'yr:,•' .. _. _ -_ -._- ftt 214' In 1 tit 1 .r., -- . - -. ... -".. _- .. - - - Where required by the building official,testing shall ;reater than 105°F(41°C)P Plass than 55 F(13 C) hall be _._ _.-_ -.- `- 'L�`t I _. _ Cladding -T.... - ° .. be-Conducted by-an-approved third party. A written insulated to an R-value of not less than R-3. Drywall eautKod.glued T or sealed iolnls In `•wT''' > x;'!w L,�l,y .,, results of the test shall be prepared and I . 9 ° -"- " "'asr. I t q't'r*l ti;..••.. ' or sakolod Ib bpllom loco exlenor aheathing Lrnnch 1(ne .-alta efni)btnlsf :µ., }. y''''• ! ,J ; -PREFABFIREPLACEUNIT - report of the r P P R403.4.1 Protection of piping insulation.Piping insula- �''r I a 't-'-. , signed by the party conducting the test and provided to tion exposed to weather shall be protected from damage, I' J)'1 1 Se{r,ti pollorir plate couthbd or fstrruhr yh„frLlrh 0 onvlkr► !R %L• . t iJSULATED EXTERIOR the buildingofficial.The written report shall include: goskeled to sub0oo (01'k or ga:tkr lq i In litrllran Irrnt f cl g'1:! '• I ffi P including that caused by sunlight, moisture, equipment f },,t,;,,F,; „ ! I <1 I STUDWAII 1 The name�nd place�f_bttsinessstf_the_part}.con-._. maintenance and wind. The protection shall provide .Suytlrwr luod,catitked or aakAwd 1� ""ltsii')'+:'' AIR SEALING AT SICI1.IGHT SHAFT --•- g g AIR SEALING-DUCTWORK JOiNT �ti;a, r<-111: ducting the test; shielding from solar radiation that can cause degradation to nim Isvilm alostile '`� lr+t I IISTALLINTERIORSNEATHING -- --_.-_...._ g R2 g - ?*:, ,li,lr 11 - ' ----- ---- --- of the material.Adhesive tape shall be prohibited. . I PRIOR TO INSTALLATION OF 2. The address of the building that was tested; -Rim Joleurlm elocurp caulk9d or ; Duct Mastic 11L��1 Foil'Til f' illy u xs`r�y m 1 , ` PREFABFIREFUCEULIIT 1403.5 Service hot water systems. Energy conservation askelttd to lop plata • . . i'' 3. The conditionedfloor area of the dwelling, cal- t 'a�, # - d INSrnILSOlIODIOCKING MANUFACTURED THIN- culated in accordance with ANSUBOMA 265.1, measures for service hot water systems shall be in accordance Y° Orywpll caulked.plved or _ "rt` i A 1. CONTINUOUS BEAD OF SEALANT lith Sections 8403.5.1 through 8403.5.4. Grtallor aharalhlnp c,tulhed, EXPANDING FOAM SEALANT PROFILEATTIC l/ except that conditioned floor area shall include paaheted to I6P ptale, rI glued or goakplad to lop plate I -EXPAAROUNDINGFiETEROF . VENTEDAIRSPACE �- GONTINUOUSBEADOFADIIESIVE areas where the ceiling height is less than 5 feet Cantilevered Floor BLOCKING-EACINAY VENTILATION BAFFLE „% CONTINUOUS BEAD (1524 mm); to r s teat 1 ng. L_ _ --'-ATTIC INSULATION /-i ez i., ULIWIDTI I - Tape or Es�lanl,over slot ` (F i� r OF SEALANT 4. Measurement of the air volume lost at an internal Cantiieverea(floors are air sealed and Disulated at i `^�. !� l�� pressurization of 0.2 inches w.g.(50 Pascals); qty✓ -W I - Api( 'lr! per/dieter or joist Iraitskioris r o ar n mnUdnO_L-nlek . yt.,,:jj!;[ 5. The date(s)of the test; an e • j _ -' ___--- -- ___-. _�.___-- -- - _ F100R TRUSS Drrxan caulked,glued or o - n n s -WOODFTiAME J 6. A certification by the party conducting the test of paakolod to bottom ptolo ;! 1 i.tz,l) C tllever d floors,second story bump outs and bay windows ROORASSEMBLY /' , ASSEMBLY the accuracy of the test results;and Exled r alleolhtng caulked, p are another area in the home that often lacks proper air scaling. flnllnat plain r:rlUlkrl(ni 4 iv„Rrlt Baseplate 5aaled i� 7. The signature of the art conducting the[est. 0 ptuod or gaskelod to bollottl p'nle 1t?^. to subfloor The floor cavity must be filled with lnsulatloh with good naknl4d In silhltnnt' @:! ' envltYlNslnn�lON _ g party g :'' aaghtnent(i.e.,that Is completely touching)the underside of I:t' '1,911. """ ' r ,' the floor.The Interior and exterior sheathing needs to be sealed i^ {� 8402.4.2 Fireplaces.New wood-burning fireplaces shall t3utihi0f gluatl,Cuulkvdtx gttykVlYd .. •.,; t' : '-• 'r xf g r f:::, IF IJalSbfl;f E11fi, tiBt)1'C ' P.�°tP,I=" =CONTINUOUS BEAD lu flul PAWffr,r clvsme t /.'' t" !a •:'• at the framin edges.Blocking between floor oists should form have ti ht fittin flue dam ars or doors,and outdoor com '';:' liil[Yd 1'I's °F'''' f'+ -J'A g g g OF SEALANT g g p h LTxlador shaalhir caUlkgdr ;s.,,x,�,r,• .:�,.4, • ft'a I, a.,,: l.. Rho nsUfhp closulrs ciwfkei) : 0 f..,"i , „:„„._:., . ., - a conslsteht air barrier between the cantilever and the rest bustion air. Where using tight-fitting doors on factory glued or•askolild to sill Plato a:l:r:it __.,,,"" ' CONTINUOUSREAbOF • built fireplaces listed and labeled in accordance with UL or askahMd lv e{N pb,tn ' .1 Sl 9 intro o biJtW.'bh) ;ri,;,•..L r I P.,ONTIiJUOUS BEAD '-` �•n:�IqS ales ed a e e In�eler " , or the hotise.Continuous sheathlrig,such as Insulating foam p r�;;;,;.,.,;se' ;;,jl,: I. SEALANT e 127,the doors shall be tested and listed for the fireplace. f.. ",'v^ r ,,! aswe,, s;?:'l``I'ai:5,z<+a!;,:ih.:";•;?"r;. ;;)Jilt,,;; sheathfng,should cover the underside of the cantilever and be CAVITY INSUUTION OF SEALANT Itla'; Sol tatolnatatl,odovorli+q asks► r_1..,r.y..,;;. SlOplllo[nslnflodoor I AI'F }ay;„i.;..,<•:.;,r:.,,,., ; r• rut BE D R402.4.3 Fenestration air leakage. Windows, skylights �`' . P g �• ° .l, a air sealed at the edges with caulk. l CONTINUOUSA 'f1,�.s,'a,,i ; - :,i;i;i "... )1 I I'RIGID L 1511 ATION F " i s, r'.``c' i °'�;,..,. 1 IP RIGID INSULATION and sliding lass doors shall have an air in r/nation rate of ml IN ON g g . • Nbia:ahodad com onentn dost rola Nola:ohodcd efimpononta domgnalc j,Jytilf;. ;;../ q".' �F , r . " a i's',r,l'-,,.r;:, Trp:. n OF SEALANT T Y P r. F !,..,v Mir-'''�''. "•ri?•,h I_,;.. toil' Figure It.Block and air seat both the floor,to-upper wall function and the rloor- SOFFIrCLOSURE e. U - not greater than 0.3 cfin per square foot(1.5 U§/M2)),and wf Ilow,retordor system n r vow rolardor a aloin 1J�;,/'r,.t,, •.!;;.;.,. `.::'.: t•;;.3, , EXTERIOR INSULATED WALL INTERIOR GYPSUM WALLBOARD i y t,rt r ' I7 to lower wan tuneuan. • for swinging doors, not greater than 0.5 cfin per square _ -- n AS TER foot (2.6 L/s/m2), when tested in accordance with NFRC Air Barrier and TIIe1TTT�I ff__ I Ailg-iliTteilt ._•• • -•. ..- .- ._- _. AIR SEALING AT CANTILEVERED MANUFACTURED •• 1111N-PROFILE AT]IC EAVE BAFFLE AND VENT CONCEPTUALAIR SEALING STRATEGYAT UPPER FLOOR BAND JOIST 400 or AAMA/WDMA/CSA 101/LS.2/A440 by an R402:4.1 l3al/o!lnsr thermal envelope FIREPLACE ASSEMBLY --` --'-•--- " - -`-----'=- ---- ----- accredited, independent laboratory and listed and labeled • -- -... ---.. -.__ _. - ---- ---- by the manufacturer. Einvelope Air 5ealitlg Source:Building clence C_rpmaUon The buwldwnq ilrerntal elrvelope shall comply with Sections R402.q.1.1 and 8402.4.7.2. The sealwr,g _-,. -. -_ U,� _ rnel'lods bet l•veen dissitnllar materials shall allow for differentia/expansion and contraction. I Exception:Site-built windows,sklylighfs and doors. I - . ELECTRICALWIRE R402.4.4 Rooms containing fuel-bunting appliances.In _______ MANUFACTURED RECESSED LIGHT ENCLOSURE Climate Zones 3 through 8, where open combustion air I ATTIC INSULATION - ducts provide combustion air to open combustion fuel ATTIC TRUSS YTOP PLATE burning appliances, the appliances and combustion air . E �NEIZGY C®DE COMPLIANCE STATEMENT: PLUMBING PIPE opening shall be located outside the building [hernial I / �^ - \ envelope or enclosed in a room that is isolated from inside THE,UNDERSIGNED IS A NYS REGISTERED ARCHITECT __:____ -EXPANDING the thermal envelope. Such roosts shall be sealed and __ AND STATES TO THE BEST OF UNDERSIGNED'S KNOWLEDGE,BELIEF I • ; �- I,' - TOP PLATE insulated in accordance with the envelope requirements of Table R402.1.2,where the walls, floors and ceilings shall AND PROFESSIONAL JIUDGEMENT,THESE PLANS AND SPECIIICATIONS ------- ll •s WALL STUD meet not less than the basement wall R-value requirement. ARE iN CONIPLIANCE WITH THE 2020 ENERGY CONSERVATION _ EXPANDING FOAM The door into the room shall be fully Basketed and any SEALANT water lines and ducts in the room insulated in accordance CONS I'RL1C'f TON CODE OF NEW YORK STATE. AIR SEAL AT TOP PLATE ELECTRICAL PENETRATION with Section R403.The combustion air duct shall be insu- I _._ lated where it passes through conditioned space to an R- . ENERGY GENERAL NOTES: j - -- - 1. ALL CONS'T'RUCTION SHALL COMPLY WITH THE LATEST CODES. I WALL 5111D value of not less than R-8. I Exceptions: 2. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND MOUNTED ON A WALL WHERE THE BOILER IS LOCATED. 1. Direct vent appliances with both intake and 3. THE SUPPLY AND RETURN DUCTS IN ATTIC TO BE INSULATED WITH EXPANDING FOAM SEALANT AT PERIMETER I i exhaust pipes installed continuous to the outside. CONTINUOUS BEAD OF SEALANT R=8 FOR 3" OR GREATER DIAMETERS AND R=6 FOR DUCTS LESS THAN I LLL 2. Fireplaces and stoves complying with Section 3" IN DIAMETER. DRYWALL CEILING R402.4.2 and Section R1006 of the Residential . RECESSED LIGHTING FIXTURE AIR SEAL AT TOP PLATE PIPE PENETRATION Code of New York State, 4. DUCTS, ATR HANDLERS AND FILTER BOXES TO BE SEALED. I•. 8402.4.5 Recessed lighting,Recessed luminaires installed _ 5. INSULATE MECHANICAL SYSTEM PIPING WITH MIN.R=3. AIR SEALING AT RECESSED LIGHTING IN ATTIC " '-'--- - .___- in the building thermal envelope shall be sealed to limit air 6. AIR BARRIER AND THERMAL BARRIER-A CONTINUOUS AIR BARRIER I. - - - -- leakage between conditioned and unconditioned spaces. SHALL BE INSTALLED IN THE ENTIRE BUILDING ENVELOPE. BREAKS 11 Recessed luminaires shall be IC-rated and labeled as having . an air leakage rate of not greater than 2.0 cfm(0.944 Us) 11- 4 VRT AND/OR.JOINTS IN SAID AIR BARRIER TO BE SEALED. when tested in accordance with ASTM E283 at a pressure „ 7. WINDOWS, SKYLIGHTS AND DOORS-ANY SPACE BETWEEN WINDOW Green Bull din g Act visor.COtY) diffeFenTial of-1.57-sf 75-Pa).-Recessed-I[nineties shall- ROOF 2-1/7,-'i1''-'"" AND/OR DOOR JAMBS AND FRAMING TO BE SEALED. ®9ulldinggreen LL-C 2008 p ( t�/a'-- T- 1 11 I be sealed with a gasket or,caulked between the housin and tit/a_,,-T 1 I-In' g g , I , II 1 T 8. SHAFTS -DUCT SHAFTS UTILITY PENETRATIONS OPENING TO THE EXTERIOR the interior wall or ceiling covering. , I 111 I , _ ' -_ I I ,-1„• I I if t I OR UNCONDITIONED SPACE TO BE.SEALED. ra ion U-factor and SHGC Man- I , I III I I - `T- 8402.5 Maximum fenest t ( , a- _ vJ, ! - i. i, ,; si average , I „ , , , _ 9. GARAGE SEPARATION-INSTALL AIR SEALING BETWEEN THE GARAGE 1 I/, 11 I U tacta)r The using from Section R402t1Stor riwnfiS° 'h'' I ''/'+ I i I iia I a-va' I I-✓a' ' r ;; f P g -.�•.•--....r I I , 11 I I Vhv �l/'' I SPACE AND ANY CONDITIONED SPACES. � � J" R405 shall be 0.48 in Clintate Zones 4 and 5 and 0.40 in Cli- SU `�- I I 1 r<Na .1 �- I 10. RECESSED LIMITING-RECESSED LIGHTING FIXTURES THAT ARE INSTALLED s aRfrag. I 1 T ir,� 'I t stn ,1 ' a r _) fr mate Zones 6 through 8 for vertical fenestration,and 0.75 in I , I I T {. , " 1 Climate Zones 4 through 8 for skylights. The area-Irreighted SECOND FLOOR I I I I I i IN THE BUILDING TI3EI21VIAL ENVELOPE TO BE AIR TIGHT,IC RATED AND ' r� ` k.. average maximum fenestration SHGC permitted using I !-In^ 1-!n' '. I 9. 1-va" 1_v,•im SEALED TO THE DR�1rWALL. '# L : r tradeoffs from Section R405 in Clintate Zones 1 through 3 1 3• a" t4 ' ; •� �, t shall be 0.50. ' a a' ' SFE 1 ER SEA ES -THIS DRAWING. ! ar . W . -;. r k t ,11 ,i a-V1'__I r�1n, DETAILS I �' `,,. ,x,. '' Va -va I 1 1 ! 5 � ��r K 1-112, .. ,+ � 1 i G I r t i Ttnl t ... �r, i ''et tosAVA. . /' ,b=-�V. . .7 � l�����.,.� �o,� i +a1 ..'.. (r t r i . P r ^ C :^ I FIRST FLOOR i" I 1 7 I - Sxluu► . j�lt1 ,I �.! t t, 31 �„ � . 1 �{dpr �'�� I a• � ;-____�__=_i 3"Fat 4W1r1 ► .C1Xc&.F axi✓t� - I j 1- 101311 - �gg�� !I telt•I a a a 07 r,= ac.o, C.ol ���.154 p /����✓/le /�l/�i I- l N!/�u2/�I1r .r I a Plfi d : i D Lr (, pp+:+ F ) _ " ''p}'a r_ f a,, I .1 ,I . 11I r 1..' I CELLAR Nouse ttxAP �rl\ONp ^J/, ... . ,r1, " � � , 4( 'i/� � RAY DONER,ARCHITECT DRAWING NO: ,i i T ' PL UNDING DIAGRAM T 0-1 ARCHITECTURAL DESIGN _,,�""Q�� . tt` I l -k 9]� ;� _.z ` _71 �:f DRAINAGE,WASTE-AND VENT PIPING 6NALL BE . - INTERIOR DESIGN l* �' SCHEDULED-0O F'YC OR BETTER ABOVE GROUND, * PLANNING fir DEVELOPMENT DATE: , .•. �, 4 1. 6ELOlU GROUND BHALL BE EXTRA HEAVY CAST IRON rL_-�L J RESIDENTIAL-COMMERCIAL-INDUSTRIAL �Q T !�Q Cf, tip 0�` 95 RICHMOND AVENUE REVISIONS: - . 117 ;Ri�iw tetra,.s.�.wraruww....w., $tt - - q�F 02A`� ��� S. AMiTYVILLE, NEW YORK 11701 AIR_SE_A_L_ING_@ Exterior Plywood Sheathing Seafrls and Joints Q� NES (631)691 1718 FAX (631)691-1718 --- EMAIL: RDARCHITEGT@YAHOO,COiIr!f I , ! ., I , ;,. .