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51643-Z
�o'�OF SOUI�,o`o Town of Southold * * P.O. Box 1179 �oz 53095 Main Rd urm. Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46217 Date: 06/03/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-ADDITION AND ALTERATION Location of Property: 2000 Greenway E Orient, NY 11957 Sec/Block/Lot: 15.-2-4 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 12/20/2024 Pursuant to which Building Permit No. 51643 and dated: 02/13/2025 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: Enclosed unheated porch addition to an existing single-family dwelling as applied for. The certificate is issued to: Bruce Dinuzzo Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 51643 5/5/2025 PLUMBERS CERTIFICATION: Auth rite ignature �o4'aoF sou Tyo�c 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#: 51643 Date: 02/13/2025 Permission is hereby granted to: Bruce Dinuzzo 2000 Greenway E Orient, NY 11957 To: Construct an enclosed, unheated porch addition to an existing single-family dwelling as applied for. Premises Located at: 2000 Greenway E, Orient, NY 11957 SCTM# 15.-2-4 Pursuant to application dated 12/20/2024 and approved by the Building Inspector. To expire on 02/13/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition&Alteration $302.00 CO Single Family Dwelling-Addition /Alteration $100.00 Total $402.00 Building Inspector ho��pF SOUj��l Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box H 79 G Q Southold,NY 11971-0959 �p • �o Jamesh .southoldtownny.gov UNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Bruce DiNuzzo Address: 2000 Greenway East city:Orient st: New York zip: 11957 Building Permit#: 51643 Section: 15 Block: 2 Lot: 4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: G&S Electric Electrician: Bob License No: ME-578 SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 1 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 2 4'LED Exit Fixtures Sump Pump Other Equipment: Notes: COVER PORCH Inspector Signature: Date: May 5, 2025 2000 greenway east Of SOUIyo �/�O � 3 taro * # TOWN OF SOUTHOLD BUILDINGrDEPT. `y o Nip 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION,2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION- [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) iA ELECTRICAL (FINAL) [ ] . CODE VIOLATION [ ] PRE C/O [ ] 'RENTAL , REMARKS: AeU5 GOr GW4- 61e, �6 be, DATE - INSPECTOR- 7 J OF SOUIyo� # . TOWN OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 INSPECTION' [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL 1�qoledk-- [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE-C/O [ ] 'RENTAL REMARKS: 4e, C.c) ` DATE ly- 3-4 5_ INSPECTOR - —_ _ ,it 's• - a �o }Y` �i_ L ��C/�� MELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) ------------------------------------- -- RIC)- FOUNDATION (2ND) ROUGH FRAMING & PLUMBING INSULATION PER N. Y. STATE ENERGY CODE oe, FINA-L ADDITIONAL COMMENTS C) 0 ohs°fFock�o� TOWN OF SOUTHOLD—BUILDING DEPARTMENT y= Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtownnygov Date Received APPLICATION FOR BUILDING PERMIT (�� l�J Lea J{ i'� L For Office Use Only /_/� a ; DEC 20 2024 g PERMIT NO. 5 w 1 Building Inspector: L � 4�"'•�ri92Aa���c:�asfrr:�s;•� Applications and forms must be filled out in their entirety.Incomplete :D='.1n C�'CoZI'i'S`',�.:.i applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: _ OA..- OWNER(S)OF PROPERTY: Name: SCTM#1000- 0 15_p _ Project Address:Y ST__.. r_- Phone#: - Email: _7. " N� a __________w_-__r_�3.1_-__323_•-Soot ...__v_.__ __ Mailing Address: 2-o00 �z l�[/aJR__ __-. AST __0 ► !J,=.__ _ T�.. S CONTACT PERSON: Name: 5A- - -- Mailing Address: Phone#: Email: v �J DESIGN PROFESSIONAL INFORMATION: Name: f-F_f--L— Mailing Address: l Phone#: Email SS$>�CfoS`f CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ,Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes,gNo Will excess fill be removed from premises? ❑Yes XNo �` 1 PROPERTY INFORMATION Existing use of property: 4 Intended use of property: 9Is a S I 1� FAm r . _----R ES..-__._-tom— �L �FfI t�t�J� �._ -- •1! _-` Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes 5.No IF YES, PROVIDE A COPY. T .[Z Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable,as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted By(print name): '&UCE L i NO Z,Z O []Authorized Agent (Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF 5yFF01—(L ) �&%I C-G— tS y z.2;o being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the O C'i wEiz . (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 lAaRRicpile therewith. ER NOTARY PUBLIC STATE OF NEW YORK Sworn before me this SUFFOLK COUNTY LIC.#01 KR6221360 COMM.EXP.05/03/`� day of ��c>M�- ,20 2 , Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 N p �FFO` BU G DEPARTMENT- Electrical Inspector ®�S CO' 2 1 TOWN OF SOUTHOLD APR ® An H Annex - 54375 Main Road - PO Box 1179 C* Southold, New York 11971-0959 oulliding DePs hone (631) 765-1802 - FAX (631) 765-9502 , Town ame outholdtown a C� nv.�av seand0southa(dtawnny aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: 6 �' Electrician's Name: License No.: ,g /y)g Elec. email: Sill Elec. Phone No:S'/6 5*,y request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: -Re-u CIL & a z z— Address: goon C4Q Cross Street: N6 --t ct e_ Phone No.: — MG Bldg.Permit#: 3 email: Tax Map District: 1000 Section: ®IS- Block: 02,.. Lot: 0 4 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Et,.L tLc SF-4 0-0 VF-'P.SA Poo L t-� ®mil Z3zw— oF= Ro-,,,sF j G CoNVf`e:' Square Footage: Circle All That Apply: Is job ready for inspection?: YES ❑ NO ❑Rough In Final Do you need a Temp Certificate?: YES NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect[]Flood Reconnect OService Reconnect[-]Underground QOverhead # Underground Laterals 1 2 D H Frame Pole Work done on Service? FJY FIN Additional Information: v? S°P S4S c a A 7150Z� PAYMENT DUE WITH APPLICATION ` L/b ��� BU G DEPARTMENT- Electrical Inspector TOWN of SOUTHOLD I 4. APR 2 1 Mn H Annex - 54375 Main Road - PO Box 1179 o ; Southold, New York 11971-0959 V Building®APBRio hone (631) 765-1802 - FAX (631) 765-9502 Town ameoutholdtownny.aov w seand�southoldtownny.aov fr� APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: �— Electrician's Name: License No.: ,9 mZ14— Elec. email: - Elec. Phone No:s"/6 SVS WI request an email copy of Certificate of Compliance Elec. Address.: fSoa _ s.o"] cr_� L,./ e JOB SITE INFORMATION (All Information Required) Name: &_,icc h31VU0-Z,0 Address: 2-ood E-. Cross Street: N&f,%tA dgs17 Phone No.: (�3a - Bldg.Permit#: =3 email: Tax Map District: 1000 Section: C)6- Block: 0 2 Lot: 0 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Er�,LCLo5r--t C. �:_,AA4 pc>P c_t,� o ,k a;F- of Roios j u C0NVF^Q: Fop-= A�-A V ► `�� ►l` �9 c> i"A Square Footage: Circle All That Apply: Is job ready for inspection?: YES ® NO ®Rough In 19 Final Do you need a Temp Certificate?: ® YES NO Issued On Ternp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ®New Service®Fire Reconnect[]Flood ReconnectE]Service ReconnectQUnderground❑Overhead ## Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: a S P Sw 1•;C� TF� o/1-- ?iU 1�17- �1 PAYMENT DUE WITH APPLICATION � 4 ylg 4� PERMIT# Address: Switches �L Outlets GFI's Surface Sconces I �, H H's UC Lts Fridge HW POOL Fans Mini Fr. WAD PanelPump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments Town Hall Annex'. Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 _ at Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: MU Z Z-o Location of Property: 2000 119,97 Please take notice that the (check applicable line): New commercial or residential structure X 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) X Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) X Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): RRUC-E bt NkUzz.o Capacity(check applicable line): �C. Owner Owner representative TrussRegl5.docx Effective 1/1/2015 ............ ......._........ ...._..,,.. 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Greetvjbarf- -- we vv ;r;ek (choose A or ; reading _ completely Procedure: 7. Connect the wires (a)This AFCl/GFCI is shipped from the factory in the tripped condition and cannot be reset until it is wired - Cable . the box . cables (4 or . . the box correctly and power is supplied to the device. Plug a lamp or radio into the AFCl/GFCI (and leave it plugged in).Turn the power ON at the service panel. Ensure that the AFCl/GFCI is still in the tripped Grounding . LINE cable brings power to the AFCl/GFCI LINE cable brings power to the AFCl/GFCI condition by pressing the TEST button. If the lamp or radio is.OFF,and the AFCl/GFCI will not reset,go to.. connection to Grounding connection the Troubleshooting section as the Line and Load connections are 'reversed. box If box has a •(b) Press the RESET button fully and release. If the Status Indicator Light turns Green and the lamp or radio ( I- white to'liox (if box has,a, I vifnne 'is ON,the AFCl/GFCI has been installed correctly: If the.Status Indicator Light turns or continuously'blinks grounding terminal) Yellow. grounding terminal) Red,or the AFCl/GFCI cannot be reset,go to the Self-Test Operation section. „ sticker o 0 0 _ ';'_ �_ _______(c) Ifhou installed your AFCl/GFCI using.step 7B,_plug_a_lamp orradio into surrounding'receptacles tolsee" p which one(s), in addition to the AFCl/GFCI lose power when you press the AFCl/GFCI TEST button. Place O O O remains o , Wire in place Wire a"AFCl/GFCI PROTECTED OUTLET"sticker on every receptacle that lost power,then press the RESET„ 0 o button to reset the AFCl/GFCI. DO'NOT plug life saving devices into any of the,receptacles that lost power. Connector to cover Connector Black ' Black the LOAD (d) Pres's the TEST button (then'RESET button)every month to assure proper operation'. If the,Status' ' terminals m Indicator Light does not turn Green when the RESET button.is depressed and then released,-or the G AFCI%GFCI cannot be reset, it must be replaced. 1, / Electrical BlackLOAD- Electrical __ _ . _ / Box' Box o y X Whit e ° ° O TROUBLESHOOTING _ `______ _; p ; , Turn the,power OFF and check themire connections against the appropriate wiring diagram in step 7A or 7B.Make sure that 0 o LOAD cable feeds o o .O there_are no loose wires or loose connections.If the Status Indicator Light is not ON and the device is unable,to reset this could. 931 power to other be a result of no power available.Start the test from the beginning of step,8 if you rewired any connections to the AFCl/GFCI:, '' 0 0 O receptacle(s) DEVICE OPERATION About Wire Connections: An AFCl/Self-Test GFCI receptacle has'all the features of a conventional GFCI receptacle.In addition;this receptacle tests itself;periodically to About Wire Connections: Back Wire• confirm the GFCI electronics are functional.The Status Indicator Light will be solid GREEN when the AFCl/GFCI is wired correctly,.has power,is Side.Wire: 5/8" 1.6 Cm O ° O reset and 'working correct) _ Side Wire:,, I Back Wire: .', - _ 13/4 (1.9 cm);I" ( ) O g Y•. 3/4".(1.9 cm) _ i 5/8"(1:6 cm) : .Wire Wire ,.. I�E�I` ' Self-Test Indications:If the Status Indicator Light is solid ora constantflashing RED a problem may exist.Press the TEST button to trip the Wire E ���" Wire E . ► O ° O o o AFCl/GFCI.If unable to reset,replace the AFCl/GFCI;NOTE:The status indicator may flash RED at power"ON"-and,RESET. O GFCI Trip—if the AFCl/GFCI trips either from a ground fault or pressing of the TEST button the indicator will turn OFF. 0 o For Back wire- r r.,_AFCI Trip—if the AFCl/GFCI trips as a result of detecting a potential'arcing fault the indicator light will turn OFF similar to when it trips due to a For Side wire-Loop clockwise 2/3 of the ,LANE ground fault,but will also display two quick flashes of RED every five seconds.Press the RESET button to reset the AFCl/GFCI.If the device trips For Side wire-Loop clockwise For Back wire- wayaround screw.Tighten screws over Insert bare wire fully and tlghten W 2/3 of the wayaround screw. Insert bare wire full and tighten g and-continues to.indicate an AFCI trip please contact an electrician. Y 9 IN wire loops to.14-18 irl-Ibs. terminal clamp on conductor • �m Tighten screws over wire loops terminal clamp on conductor UGNE w ONLY. Tighten screws rm_ _ r= Description LIMITED 2 YEAR WARRANTY AND EXCLUSIONS to 14 18 in Ibs. ONLY. Tighten screws 's to 14-18 in Ibs.Torque I CHARGE y I Leviton warrants to the original consumer purchaser and not for the benefit of anyone else that this product at - to in-lbs.Torques. .._ . values can also be found at: — — — — - I AGTR1 15A-12svAc;60HzTamper Resistant the time of its sale by Leviton is free of defects in materials and workmanship under normal and proper use,for r' _ ` AFCUSeIf Test GFCI two years from'the purchase.date.Leviton's only obligation is to correct such'defects by'repair or replacement, values,can also be found at: LOAD I teVltOn:COm/tOrgU2V1IUe. at its option.For details visit www.loviton.com or call 1-800-824-3005.This Warranty excludes and there is Leviton;com/torquevalue. I_ `_CHARGE I AGTR2 20A-125VAC,60Hz Tamper Resistant disclaimed liability for labor for removal of this product or reinstallation.This warranty is void if this product Is installed J o o Torque values can also be found at O AFCUSeIf Test GFCI improperly or in an improper environment,overloaded,misused,opened,abused,or altered in any manner,or is Levlto_n.com/torquevalue. not used under normaroperating conditions'dr not in.accordance•with'any labels or•ristructions.There are'no All,devices rated 20A feed-through other or Implied warranties of any kind,Including merchantability and fitness for a;parflcular purpose,but if any implied warranty is required by the applicable jurisdiction,the duration of any such implied warranty,Including orque values can also be found O ° O Connect.the LINE cable,wires to the LINE terminals' merchantability and fitness for a particular purpose,is limited to two years.Leviton Is not liable for Incidental, t L•eviton.com/torquevalue. 1.: _ i .SmartloekPro is a Trademark of Leviton Indirect,'special,or consequential damages,Including without limitation,damage to,or loss of use of, The white wire connects to the WHITE terminal (Silver) Manufacturing Co.,Inc.registered in the United any equipment,lost sales or profits or delay or failure to perform this warranty obligation.The remedies States,Canada,Mexico and China. provided herein are the exclusive remedies under this warranty,whether based on contract,tort or otherwise. -, •' The black wire connects to the HOT terminal (Brassor�Black) + ' � •' - � _ - p w• Connect the LOAD Cable WIreS tO'the LOAD terminals:. For Technical Assistance Call:1-800-824-3005(USA Only) • Remove the YELLOW'sticker to reveal the LOAD•terminals or 1-600-405 5320(Canada only)www.levhon.com a ., Connect the LINE cable wires to the LINE terminals: _ The white'iivire`connects to the WHITE terminal (Silver) - FCC STATEMENT • The white wire connects to_the WHITE-terminal' Silver . �'fihe black wire connects to the HOT terminal (Brass or-Black) This equipment has been tested and found to comply with the limits for a class B digital device,pursuant to part 15 of the FCC Rules.These limits are designed to provide ( ) Connect h r n 'n wir n if there I C Un Irl WII - reasonable protection against harmful interference in a residential installation.This equipment generates,uses and can radiate radio frec�uency energy and,if not installed • The black wire connects to.the HOT terminal (Brass or Black). t the g ou dl g es(only t e e, s ago d g e) and used in accordance with the instructions,may cause harmful interference to radio communications.However,there is no guarantee ttlat interference will,not occur in a Connect the-grounding wire(only if there is a grounding wire): Connect a 6-inch bare copper(or GREEN) 12 or 14 AWG wire to the grounding terminal on particular installation.if this equipment does cause harmful-interference to:radio or television reception,which can be determined by turning the equipment off and on,the • 'For a box with no grounding terminal (diagram not shown):Connect the the AFCl/GFCI. If the box has a grounding terminal,also connect a similar wire to the grounding user is encouraged to try to correct the interference by one-or more of the following measures: 9 9 ( 9 ) •Reorient or relocate the receiving antenna. LINE cable's.bare copper(or GREEN)wire directly to the grounding terminal on.the box.Connect the ends of these wires�to the LINE or LOAD cable's bare copper(or •increase the separation between the equipment and receiver. • , terminal on the AFCl/GFCI receptacle. GREEN),wire using a wire connector. If these wires are already in place,check the connection's. •Connect the equipment into an outlet on a circuit different from that to which the receiver is connected. • 'For a box with a grounding terminal (diagram shown above):ConnectComplete •Consult the dealer or an experienced radio/TV technician for help.'' the installation: ..�-,- • , a 6-inch bare copper or GREEN 12 or 14 AWG wire to the roundin • Fold the wires into the box, keeping-the grounding wire away from the WHITE and HOT IC STATEMENT PP ( ) g g This device complies with Industry Canada licence-exempt RSS standard(s).Operation is subject to the following two conditions:(1)this device may not cause interference, terminal on the AFCl/GFCI.Also-connect a similar wire to the grounding. terminals. Screw the receptacle to the box and attach the faceplate. and(2)this device must accept any interference,including interference that may cause undesired operation of the device. terminal on the box. Connect the ends of,these wires to the LINE cable's • Go to step 8. ' bare copper(or GREEN)wire using-'a wire connector. $: Test your work :l This product is covered by U.S.Patent Nos.6,040,967;6,246,558;6,282,070;6,381,112;6,437,953;6,646,838;6,657,834;6,864,766;6,944,001;7,336,458;7,400,479; If these wires are already in place,check the connections. 7,,463,124;7,764,151,;7,907,371;8,054,595;8,130,480;8,004,804;6,788,173;7,737,809;7,355,117;7,820,909;8,242,362;7,868,719';8,587,914;9,053,886;7,697,252; Complete the installation:_T.` -' Why perform this test? 8,599,522;8,944,859;8,547,126;6,088,205,6,433,978;6,639,769;8,599,523 and corresponding foreign patents('applies only to AGTR2). • Fold the wires into the box,keeping the grounding wire away from the • If you miswired the AFCl/GFCI,it may not prevent personal injury or death due to a ground fault _ WHITE and HOT terminals. Screw the receptacle to the box and attach (electrical shock). the faceplate. • If you mistakenly connect the LINE wires to the LOAD terminals,the AFCl/GFCI will not reset For warranty information and/or product returns,residents of Canada should contact Leviton in writing at Leviton Manufacturing of Canada ULC to the attention • Go to step 8. and will not provide power to either the AFCl/GFCI receptacle face or any receptacles fed from the of the Quality Assurance Department,165 Hymus Blvd,Pointe-Claire(Quebec),Canada H9R 1E9 or by telephone at 1 800 405-5320. AFCl/GFCI'_ n 5)n99 i—if—hiim r, i— An17n PK-A311 s_1 n-nn-2H 1. What-is a Outlet Branch Circuit. 2. The.AFCl/GFCI's features LEVI�® • AFCl/GFCI? Receptacle FRONT VIEW LINE BACK VIEW ScreW..(terminal)colors: smartlockpro�^ An Outlet Branch Circuit AFCl/GFCI is different from Green=GROUNDING terminal • ,To prevent severe shock or conventional receptacles. It is intended to provide Hot terminal (Brass): O _ + r eleCtroCUtlOn always turn the protection to branch circuit wiring, sets,and power- Q Q Connection for the Q Q Silver-WHITE terminals: g p QD Outlef _ LINE cable's black wire Q Brass HOT terminals n sta l I i n g and dower OFF at the service panel supply cords connected to it against the unwanted affects - - efore working with wiring. of arcing,,as well as protect against ground faults. In the LINE ;.. ,.. • •. event of an arc or ground fault,an AFCl/GFCI will trip and To i n an :.' Use.this�Ootlet Branch"Circuit q i ly stop t f w of el tricity to mitig to e e c RESET White terminal Silver u ck he Io ec a th ffe is O O (Silver): ' AFCl/,GFCI With copper or of the arcing that poses a fire risk,as well'as providing button_ Connection for`the LINE. Out[et Bran e h �o er=clad-wire. Do not use it„ protection a ainst serious injury" See ste 8 _ LOAD pp ;. p- g ry. P ® cables.white wire with aluminum wire. Definition of an arcing and grounding fault:' Hot terminal' LINE An arcing fault is an unintentional arcing condition in a ', RESET (Brass): LIGNE_ Circuit AFCl/GFCI • Do not instalFthis Outlet H. lasaa _. _ Connection for �_ circuit.Arcing occurs as a normal condition in some motors _ 09 o LOAD Branch Circuit AFCl/GFCI on a or when a switch opens.An example of unintentional �i. TEST �= the,LOAD table's > -- - • circuit•thaf powers life support Tsai :�a White terminal (Silver): p pP arcing would be arcing that occurs due to severed power-, black wire r m TEST button: H Please read this leaflet equipment because if the AFCl/ supply cord conductors.Aground-fault will allow electricity; .'See step S — — , Connection for'the LOAD ' completely before :GFCI trips.-it w_ ill,sh.ut down the:, 'to deviate from.its normal safe path to reach the ground. ' ' " I LOAD ' i I cables'White wire equipment. A defective appliance can cause a ground fault. ; - — CHARGE getting started. - r_. ® Outlet . ;' . An Outlet Branch AFCl/GFCI does not protect against �N . •�Must be installed in accordance _ circuit overloads,short-circuits or against shock hazards. - Avoid miswiring the'AFCl/GFCI. With national and local'electrical�' NOTE:Leviton's AFCl/GFCI's contain a lockout ckout feature that - Y Seethe video link for help on wiring: =cotles: will prevent RESET if: ' , - y ' . o o A yellow sticker covers • This OUtlet.,Branch Circuit - There is no power being supplied to-theAFCl/GFC ry Q 0 Q LED- the LOAD terminals. Do Grounding Terminal (Green): ' 0 • ,The AFCl/GFCI is miswired duet' reversal of the LINE-. Mounting. Indicator not remove the sticker.at Q Q Connection for bare• - A AFCl/GFCI must be installed Bracket Light and LOAD leads. g this time. copper or green-wire as the first outlet in the branch - - - - - - PP 9 0 CIPCUIt. The AFCl/GFCI cannot pass its internal test,indicating OK-A31,s-io-oo-2H _ ., that it-may, not be able to provide protection in the,event , of-an arc or ground fault. - -- - -. . ---- 1. I Should you install it? 4:. LINE vs. LOAD 5:Turn the power OFF 6 Identify cables/wires Procedure:box With two(2)cables(4-6 - wires): ' Piacement'in'circuit: - The-Outlet Branch Circuit Type AFCl/GFCI -Installing an Outlet Branch Circuit AFCl/GFCI, A cable-consists of 2 or•3 wires. Plug an electrical device,such'as a lamp or Important: must be placed as the first outlet in the receptacle can be more complicated1h_an radio, into the receptacle on which you are DO NOT install the Outlet Branch Circuit (a) Detach one table's white wire.and hot circuit. installin a'conventional receptacle.. - workin Turn the lam or radio ON.Then,go AFCl/GFCI in an electrical box containin a ;, wires from the receptacle and cap each - g p Cable" Wires g P 9O to,the service panel. Find the breaker or fuse more than four,,(4)wires(not including the,, one',separafely with a wire connector. LINE A a • Make'sure.thatyou: that protects that receptacle. Place the breaker grounding wires)or'(b)cables with more than.: Make sure that they are from the same 1 in the OFF position or completely remove the two(2)wires(not,including the grounding wire). . , - cable fuse:The lam or radio should turn OFF. DSereUnderstand basic wiring.principles.and. P Contact a.qualified electrician-if either(a)or(b)" ' ; techniques are true. (b) .Re-install the receptacle in the electrical �, ,A LINE cable:' If you are,replacing an old receptacle, pull,itouf `' box;attach the faceplate,then turn the :LOAD• power_ON at the service panel. .. .. •, Can interpret wiring;diagram's Delivers power from the service,-panel (breaker• of the electrical box withoat'disconnectingthe`; AFg1/GFcI,� panel or fuse box)to the AFCl/GFCI. If'there is wires. only one cable entering the electrical box, it is (c) Determine if power is flowing to the' • Have circuit wiring experience Y g ` Ifyouu see,one cable(2-3 wires), it:is the receptacles If so,the capped wires are the . the LINE cable.This cable should be,cohnected� _ pQ p \ LINE cable.The receptacle is;probably in LOAD wires. If not the capped wires are Are prepared to take a few minutes to to the AFCI's LINE terminals only. position C see diagram to the right). P ( gthe LINE wires. i test your work, making sure that you have u 0 i, Remove the receptacle and go to step 7A. ,. ^ wired the Outlet Branch Circuit.AFCl/GFCI - LOAD,cable:. If 'ou see two cables 4-6 wires), Sampie circuit::, Y ( ) " (d) Turn the'power OFF at the service panel -correctly' Delivers.power from the AFCl/GFCI to another receptacle is probably in position A or B ' . Always place an Outlet,Branch,Circuit. P P Y P label the LINE and LOAD wires;then AFCl/GFCI in position:A.All.outlets of;the_ receptacle in the circuit.This cable should.be Next,plug in.and turn ON the lamp or radio at (see diagram to the right). Follow steps remove the receptacle. connected to the AFCIlGFCI's LOAD terminals' the receptacles'other outlet to make sure the a-e of the procedure to the right. , , protected,branch, including lighting and 'only.The LOAD terminals are under the yellow power is OFF at both outlets. If the power is not "' =' receptacle outlets must be connected to the sticker. Do NOT remove the sticker at this time. OFF,stop work-and call an electrician to NOTE:The AFCl/GFCI must be installed•in:_ (e)• Go-to step 7B. load side of the AFCl/GFCI. complete the installation. position A. "R0 6d APPROVED AS NOTED M= a5 B•P# S ' Cv�I3 COMPLY WITH ALL CODES OF 0= BY: NEW YORK STATE&TOWN CODES NOTIFY BUILDING DEPARTMENT AT AS REQUIRED AND CONDITIONS OF 631-765-1802 8AM TO 4PM FOR THE +r �•- FOLLOWING INSPECTIONS: �� FOUNDATION-TWO REQUIRED 90U�OI�TOWNIRUST�S FOR POURED CONCRETE N.Y�tEC ROUGH-FRAMING&PLUMBING INSULATION FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR RETAIN STORM WATER RUNOFF DESIGN OR CONSTRUCTION ERRORS PURSUANT TO CHAPTER 236 OF THE TOWN CODE TRUSS PLACARDING REQUIRED GENERAL NOTES: - = SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION '' C 0 N T R A C T 0 R N 0 T E SGeneral Notes: 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD NEW YORK, 2020 RESIDENTIAL CODE OF Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. ' r i R _ 1. All studs to be SPF 2 or better, and all other structural wood to be Douglas Fir Larch 2 or better. �� _' GENERAL NOTES: # g � � 2. FIRE SAFETY: 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. KEHL DESIGN ASSOCIATES LLC - CODE• ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 RESIDENTIAL A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A CODE OF NEW YORK, FIRE DE=PARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE 3. Nailing schedule shall be in accordance with the specified code. B. LOCKED AREA. residential & commercial design o consulting PRACTICES, 2, 4. Pre-manufactured trusses. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF a. All trusses shall be "shaped" as shown on architectural cross sections. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Boz1675 hone: b31 433 9084 BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, b. Trusses shall bear a boca number and shall be manufactured by a registered marufacturer. p AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,New York 11971 E-Mail: ssbn654@optonline.net 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK 5. Erect and brace trusses in accordance to truss plate institute recommendations. E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. ' SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 6. Plywood sheathing. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. ____-__KehI Design Associates,LLC o formerly DAK Associates,LLC 4. a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER, b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & USE OF DOCUMENTS: 5. corporation or equal. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the THE CONTRACTOR SHALL BE (RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7, All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. therein, are the property of KEHL DESIGN REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY ASSOCIATES, LLC. No part thereof shall be OR DURING THE EXECUTION OF THE WORK. 8. Design values: 3. DUST CONTROL: copied, disclosed to others or used in connection 6 THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: a. Framing Lumber: DF (north) No. 2 or better A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. they have with any project other than for which work or been prepared without written consent. E = 1,600,000 PSI PLUMBING, ELECTRICALS, ETC. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7. Fb 825 PSI- PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH C. HEAVY DROP CLOTHS. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE © COPYRIGHT KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR 8. Laminated Veneer Lumber (LVL): PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL a. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN ACCUMULATION. THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1,900,000 PSI COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT 9 Fv = 285 PSI 4. NOISE AFTER HOURS: WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fb = 2600 PSI SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. KEHL DESIGN ASSOCIATES, LLC. NOTE A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, TO BUILD ONLY TO THE STRUCTURE FROM WRI THESEEN PLANS IS OOF LICENSED PURCHASE, 10. B. EXCEPT LEGAL HOLIDAYS. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. 11 . THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC, NO CONSTRUCTION 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. Acceptance of these drawings does not authorize the right to WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH build without the authorization of local governing agencies, such 12. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. as Suffolk County Dept. of Health Services, Town Building THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR COSTS AND PROBLEMS Departments, DEC, FEMA, etc. Verify all conditions, codes, RESOLUTION. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS 6 SPECIAL SAFETY NOTES and requirements with such agencies prior to construction. 13. ALSO IMPLIES THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. OF DOCUMENT NOTES PROPERTHEITY.ACEIVITY BE ACH AS REP&SENBLE FTATIVEOSROF THEIR EEMPLOYEES SHALLLASCERTA N THE SAFTY OF THEIR EMPOYEES ASV rL AS OTHERS IN O E THAT THE CONDITIONS UNDER WHICHTHEYWILL BE WORK NOTES: 14. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF R301 DESIGN CRITERIA AS PER THE ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR 2020 RESIDENTIAL CODES OF RESOLUTION. LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE NEW YORK STATE ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY, IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY R301.1 APPLICATION BUILDINGS AND STRUCTURES, TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, AND PARTS THEREOF SHALL BE CONSTRUCTED TO CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD ALL STRUCTURES TO CONFORM WITH THE 2020 RESIDENTIAL CODE 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE OF NEW YORK STATE SECTION R301.2.1.2 PROTECTION OF OPENINGS. IN ACCORDANCE WITH CHAPTER 3, SECTION R314 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY THE BUILDINGS AND STRUCTURES IN ACCORDANCE 25 Ibs/sgft 130 (mph) C SEVERE 3'-Q" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C R301.2.1.2 PROTECTION OF OPENINGS, WITH THE PROVISIONS OF THIS CODE SHALL RESULT EXTERIOR GLAZING IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. GLAZED NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF CHAPTER 3 OF THE 2020 IN A SYSTEM THAT PROVIDES A COMPLETE LOAD OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1996 AND RESIDENTIAL CODE OF NEW YORK STATE PATH THAT MEETS THE REQUIREMENTS FOR THE TABLE R301.5 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, ASTME E1886 AS MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN (IN POUNDS PER SQUARE FOOT) THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. THROUGH THE LOAD-RESISTING ELEMENTS TO THE DESIGN CRITERIA NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3 SECTION R303 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE FOUNDATION. BUILDINGS AND STRUCTURES EXCEPTION: FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE PRESCRIPTIVE DESIGN OCCUPANCY OR USE LIVE 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS LOADS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF �16 INCH (11mm) AND A SPAN OF NOT MORE THAN 8 FEET (2438mm) DEEMED TO COMPLY WITH THE REQUIREMENTS OF SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3, SECTION 310 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE THIS SECTION. UNINHABITABLE ATTICS WITHOUT STORAGEb ' 10 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. USES(s) AND OCCUPANCY CLASSIFICATION(s) METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO RESIST THE R301.1.1 ALTERNATE PROVISIONS UNINHABITABLE ATTICS WITH LIMITED STORACEb'g 20 COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.2(2) OR ASCE-7, WITH THE PERMANENT - AS AN ALTERNATIVE TO THE REQUIREMENTS IN USE OCCUPANCY CORRISION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAP/CITY SECTION R301.1 THE COL!- !^'ING ST,^.^!D^,c'DS ARE �k IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET (13,728mm) OR LESS EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH C,,-,SE. PERMITTED SUBJECT TO THE LIMITATIONS OF THE RESIDENTIAL R-3 (SINGLE FAMILY) HABITABLE ATTICS AND ATTICS SERVED WITt{ FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED Veit IS 180 MPH (290kps) OR LESS. _ THIS CODE AND THE LIMITATIONS HEREIN. WHERE NAILING NOTES: ENGINEERED DESIGN IS USED IN CONJUNCTION WITH TYPE OF CONSTRUCTION (CHAPTER 6) BALCONIES (EXTERIOR) AND DECKS (e) 40 TABLE R301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD THESE STANDARDS, THE DESIGN SHALL COMPLY STRUCTUAL PANELS a,b,c,d ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 6, TABLE R602.3(1) OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. WITH THE BUILDING CODE OF NEW PORK STATE. TYPE GROUP FIRE ESCAPES 40 FASTENER SPACING (INCHES) R301 DESIGN CRITERIA 1) AWC WOOD FRAMED CONSTRUCTION MANUAL V B GUARDS AND HANDRAILS 200h FASTENER TYPE (WFCM) PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL 2) AISI STANDARD FOR COLD-FORMED STEEL S 4 FEET SPANS 6 FEET SPANS 8 FEET R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS GUARD IN-FILL COMPONENTS h INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED FRAMING - PRESCRIPTIVE METHOD FOR ) HEIGHT AND FIRE AREA 50 No. 8 WOOD SCREW- BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE AND TWO FAMILY DWELLINGS (AISI-S230) PASSENGER VEHICLE GARAGES° a BASED ANCHOR WITH 2 16 10 8 SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF 3) ICC STANDARDS ON THE DESIGN AND HEIGHT FIRE AREA 50 INCH EMBEDMENT LENGTH LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTION OF LOG STRUCTURES (ICC400) No. 10 WOOD SCREW- CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. REV: HEIGHT. BUILDING. ROOMS OTHER THAN SLEEPING ROOMS 40 BASED ANCHOR WITH 2 16 12 9 THE VERTICAL DISTANCE FROM GRADE INCH EMBEDMENT LENGTH PLANE TO THE AVERAGE HEIGHT OF R301.1.1 ALTERNATE PROVISIONS UNLIMITED AREA SLEEPING ROOMS THE HIGHEST ROOF SURFACE 30 Y4 INCH DIAMETER LAGSCREW- /_ 3 STORY BASED ANCHOR WITH 2 16 16 16 AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE = " AS PER TABLE 506.2 c INCH EMBEDMENT LENGTH LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH ASS PER CHAPTER 5 OF THE STAIRS 4o 2020 BUILDING CODE OF NEW YORK THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. STATE. FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound = 4.448 N, 1 mile per hour = 0.447 m/s 1. AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) FOR SI: a. This table is based on 180 mph ultimate design wind speeds Vult and a 45-foot mean roof height. PROJECT: TOTAL HEIGHT FROM RIDGE TO GRADE 15'-61 1 POUND PER SQUARE FOOT = 0.0479 kPo, 1 SQUARE INCH = 645 mm? 1 POUND = 4.45 N, 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD b. Fasteners shall be installed at opposing ends of the wood structural panel.Ft shall b located i B R U C E D I U ZO APPLIED OVER A 20-SQUARE-INCH AREA. Fasteners e ocae a minimum of 1 inch from the edge of the panel. 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT c. Anchors shall penetrate through the exterior wall covering with an embedmeit length of 2 inches minimum into ES ®E ^ b.LUMBER SPECIES AND GRADE BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE the building frame. Fasteners shall be located a minimum of 2Y2 inches from the edge of concrete block or concrete. R iV ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF d. Where panel are attached to masonry or masonry stucco, they shall be attached using vibration resistent anchors NOTE: ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 4, ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, having a minimum ultimate withdrawal capacity of 1,500 pounds. OR GREATER, WITHIN THE PLANE OF THE TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED FOUNDATIONS OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 2000 GREENWAY EAST ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD PROJECTS TO COMPLY WITH CHAPTER 4 RESIDENTIAL ENERGY EFFICIENCY,AS PER THE ORIENT, NEW YORK OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY CONSEVATION CONSTRUCTION CODE OF NEW YORK PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2020 RESIDENTIAL CODES WHICHEVER PRODUCES THE GREATEST STRESSES. OF NEW YORK STATE. SCTM# 1000-015-02-04 d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. SECTION R402, BUILDING THERMAL ENVELOPE OF THE ENERGY CONSERVATION CODE OF NEW YORK DRAWING TITLE: AREAS OF STRUCTURE e. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. Projects shall comply with one of the following: 1. Section R401 through R404 PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY GENERAL NOTES EXISTING CRAWL SPACE NA f. GUARD IN-FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL 2. Section R405 and the provisions of sections R401 through R404 indicated as "Mandatory" FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 3. The energy rating index (ERI) approach in Section R406 CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (2020 ECCCNYS), BASED NEW CRAWL SPACE NA 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED EX. BASEMENT NA TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. (NY)TABLE R402.1.2 ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE AND a NEW FIRST FLOOR NA NOTES: UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT ASHRAE 90.1-2016 EX, FIRST FLOOR NA g THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR CLIMATE FENESTRATION SKYLIGHTb GLAZED CEILING WOOD MASS FLOOR BASEMENTC SLAB d CRAWL THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE EX, SECOND FLOOR NA MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ZONE U-FACTORb U-FACTOR FENESTRATION R-VALUE FRAMEWALL WALL , R-VALUE WALL R-VALUE SPACEc DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE NEW SECOND FLOOR NA ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN SHGC b,e R-VALUE R-VALUE( R-VALUE &DEPTH R-VALUE NOTE: THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL THE PLANE OF THE TRUSS FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE NEW BALCONY NA 4EXCEPT 0.32 0.55 a.ao as 20OR13+5h 8/13 19 10/13 10,2ft 10/13 TO BE IN ACCORDANCE WITH TABLE R602.3(1) FASTENING SCHEDULE OF THE 2020 RESIDENTIAL DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR LOFT NA THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS MARINE UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT ATTIC (HOUSE)(a) NA BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: CODE OF NEW YORK FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLAIDS. For SI: = 1 foot = 304.8 mm ATTIC (HOUSE)(b) NA 1. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH a. R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less SEAL: DATE: EX. GARAGE NA BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS than the label or design thickness of the insulation, the installed R-value of the insulation shall not be less than the NEW GARAGE NOT LESS THAN 30 INCHES R-value specified in the table. LOT DATA AND CRITERIA HOUSE DATA AND CRITERIA SEPTEMBER 25, 2024 BONUS ROOM NA b. The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. PROJECT NO: 2.THE SLOPES OF THE JOISTS TRUSS BOTTOM CHORDS ARE NOT GREATER THAN C. " 10/13 " means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the ENCLOSED PORCH 72 sq.ft. 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. !;N 1180-2024 interior of the basement wall. ��j� �1 y SUNROOM NA Lot Size = 19 600.00 sil Max Habitable House Size = 3068.00 SgFt �� S CID 0 DRAWN BY: 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD 7 NEW DECK NA "15/19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the k0 MEMBER DEPTH. _ Lj p BDK r COVERED PORCHES NA interior of the basement wall. "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the 0 EX First Habitable Floor Area = 1774 S Ft ti p , Max Lot Coverage = 20 /0 = 3920.00 SgFt q � CHECKED BY: THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE basement wall plus R-5 continuous insulation on the interior or exterior of the home. "10 13" means R-10 continuous t, COVERED ENTRANCE NA insulation on the interior or exterior of the home or R-13 cavityinsulation at the interior of the basement wall. _ DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS 0 POOL HOUSE CABANA NA THAN 10 POUNDS PER SQUARE FOOT. Total Lot Coverage - 9.42 /0 Additional Habitable Area Possible = 1294 SgFfi fin, -It , . d. R-5 shall be provided under the full slab area of a heated slab in addition to the required slab edge insulation I -- SHEET NUMBER: ACCESSORY STRUCTURE NA R-value for slabs, as indicated in the table. The slab edge insulation for heated slabs shall not be required to New Habitable Area Added - 72 SgFt h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A extend below the slab O 051 bts� SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE e. Reserved Front yard setback - 35' New Total Habitable Area - 1846 SgFt `��'°�'OFESS\D�P� V IN-FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE f. Reserved --- 1 ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. (a) WITHOUT STORAGE g. Alternatively, insulation sufficient to fill the framing cavity and providing not less than an R-value of R-19. Side yard setback = 10' (b) WITH STORAGE h. The first value is cavity insulation, the second value is continuous insulation, so "13+5" means R-13 cavity insulation DOB NUMBER: OF plus R-5 continuous insulation. Both side yards setbacks = 25' I. Mass walls shall be in accordance with Section R402.2.5. The second R-value applies when more than half the insulation is on the interior of the mass wall. Rear yard setback = 35' ©hEHL•DESIGN•ASSOCIATES, LLc , I I i % SIMPSON STFRONG TIE CONNECTORS SPECIFIED D FOR CONSTRUCTION /USE A MINIMUM OF TWO 8d NAILS THIS MTS20 L- TS2O DOUG-FIR LARCH S . PINE UPLIFT SIDE OF TRUSS. PROVIDE (1) HGA10KT ON Inn o ° of J1 ; MOODEL GA TO UPLIFTUPLIFT 133 160 8dx1 RODE INTO TRUSS ALLOWABLE LOADS �•Z LOAD SIDE OF CEILING JOIST NA 8d NAILS FASTENERS /• LATERAL WITH TOTAL FOUR o 0 0 0o AND ON SIDE OF RAFTER ( / ) NAILS _ RAFTERS/ TO TCl ULT. PLATES STUDS (133) (160; F F� (133& TRUSS _- SIMPSON o NOTE: REFER TO SIMPSON WOOD CONSTRUCTION m'e; _ TAKE-UP WASHER H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND = KEHL DESIGN ASSOCIATES LLc PROPER INSTALLATION PROCEDURES ' residential & commercial design o consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 0 ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) DIMENSIONS ART "x12 c P0.Boz 1615 phone: (631)433 9084 FASTENERS TWO ° (TOTAL) LENGTH OF 30LTIN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAIL o MODEL GA AVG p INTO ' •• o Southold,New York 11971 E Mail: ssbn654@optonline.net NO. MAX. CLEAR ULT. LFTA LFTA REF. PLATES o° o° WIDTHSPAN L OTY DIA 14" 2" 21" 3" 31" 14" 2" 2�" 3' 3�, EIGHT-' NAIL INTO I S P 4 Kehl Design Associates,LLC o formerly D A K Associates,LLC 5, 44, 85 IN LFTA 16 2;" 17" 38i"16-10d — 4200 1205 1400 sruD ° OWNERSHIP & USE OF DOCUMENTS: DOUG-FIR LARCH / SO. PINE FASTENERS Z ALLOWABLE UPLIFT LOADS3 oo These drawings and specifications including the MODEL L AVG 10d 10d x 1>11 CODE NO. ULT. REF. LFTA S T A 21 g g p 10d 10d x 1}" (133 / 160) (133) (160) o ideas, design and arrangements pe y ents represented ° therein, are the property of KEHL DESIGN ° ASSOCIATES, LLC. No part thereof shall be oo Simpson Strong-Tie copied, disclosed to others or used in connection MTS16 16 14-10d 14-10d x 121" 3116 1000 840 1000 3, 41, 128 ° ° HGA10 with any work or project other than for which DETAIL „K„ they have been prepared without written consent. MTS20 20 14-10d 14-10d x 1�" 3116 1000 840 1000 3, 41, 128 ARTJ'x12 0 0 0 CNW- ° STU 5,, LST20 20 12-10d 12-10d x 1?" 2383 775 720 720 3, 41 COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR COUPLER NUT DETAIL "Ell ° 8 © DOUG-FIR-LARCH Equal number o f°°s SIMPSON PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL '30. PINE CODE Is In 0 TAKE—UP WASHER COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT TYPE OF DIRECTION specified nQll o MODEL CONNEC- OF LOAD ALL(]WABLE LOADS REF. N0 TION FLOOR ROOF (133/ each end Simpson Strong—Tie WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE (100) (125) 160 I CS16 SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT G 515 645 670 ART8"x12 TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED LTP4 5 J s15 645 670 6, 39, 97 DETAIL "Hit A EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. H 1 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS''�'s(DF/SP) (133) HOLDOWN HOLDOWN ARTJ"x12 DEFLECTION DEFLECTION CODE STUD LENGTH OF BOLT x.3 AT HIGHEST REF. MODEL MACHINE AVG AT HIGHEST Acceptance of these drawings does not authorize the right to IN VERTICAL WOOD MEMBER ALLOWABLE N0. BASE BODY . AN CH BOLTS ULT. ALLOWABLE LOAD DESIGN ° °° o° P 9 9 GA GA HB SB W H B SO CL DIA 5- OTY DIA DESIGN WHEN RAISED OFF ° build without the authorization of local governingagencies, such 1}" 2' 2>1" 3' 3�" 5�" LOAD THEI PAT ° g ° as Suffolk County Dept. of Health Services, Town Building HD2A 16 12 41%" 2j" 21" 8" 2a" i" 1 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 ° ° Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. MODEL DIMENSIONS FASTENERSAVG ALLOWABLE UPLIFT LOADS OF / SP CODE N0. W L STUD PLATE ULT. (133) (160) REF. WORK NOTES: SP4 3a" 7J" -10d x 14" 2917 735 885 7, 40, 127 o 0 R301 DESIGN CRITERIA AS PER THE MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE 2020 RESIDENTIAL CODES OF NO. GA W L NAILS FLOOR (133) (160) REF, o° 100 NEW YORK STATE LSTA21 20 1 " 21 16-1od 905 1205 1295 7, 40, 90 °o MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE ° R301.1 APPLICATION BUILDINGS AND STRUCTURES, NO. GA W L NAILS �ooR (133) (160) REF. Simpson Strong-Tie STU 8"— AND PARTS THEREOF SHALL BE CONSTRUCTED TO MSTA24 18 1 •• 24 1 -1 Od 1 1025 1 1370 1 1640 SAFELY SUPPORT ALL LOADS, INCLUDING DEAD 7, 40, 90 LUS46 SIMPSON LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, TOTAL ALLOWABLE TENSION LOADS NAIL CODE MODEL L FASTENERS SPACING REF. HDZA TAKE—UP WASHER SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS N0. (LENGTH END GA CUT LENGTH (TOTAL) 2 oc L (100) (133 / 160) PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie CS16 150' 14" 16 CLI=AR SPAN +31" 28-8d 1235 1650 21b" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE H6 THE BUILDINGS AND STRUCTURES IN ACCORDANCE NOTED, FAILURE TO COMPLY WITH ALL NOTES WITH THE PROVISIONS OF THIS CODE SHALL RESULT MODEL DIMENSIONS FASTENERS ON. DOUG-FIR LARCH SO PINE ALLOWABLE LOADS ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION IN A SYSTEM THAT PROVIDES A COMPLETE LOAD DETAIL "Fit PATH THAT MEETS THE REQUIREMENTS FOR THE NO. GA W H B HEADERS JOISTS AVG UPLIFT FLOOR 100 Show 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES 1od 16d ULT. (133) (160) 10d 16d 1od 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. CNW— TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN LUS46 18 3�" 41" 2 4-16d 4-16d 6076 1140 1160 1000 1150 1250 7, 40, 127 DETAIL "I" THROUGH THE LOAD-RESISTING ELEMENTS TO THE COUPLER NUT FOUNDATION. BUILDINGS AND STRUCTURES HUS210-2 14 38 9{� 2 8-16d 8-16d 6076 1755 2105 1650 1900 2065 1, 36. 84, 122 DOUG-FIR LARCH SO. PINE ALLOWABLE LOADS ART 'x12 STU 8 CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE FASTENERS UPLIFT LATERAL CODE SIMPSON DEEMED TO COMPLY WITH THE MODEL AVG UPLIFT (133/160) REF. THIS SECTION. No. GA ULT. REQUIREMENTS of TO RAFTERS TO PLATES• TO STUDS (133) (160) FZ TO WASHER 160 I R301.1.1 ALTERNATE PROVISIONS HGA10KT 14 4-SDSI"x1j" 4-SDSJ"xa" F 1523 435 435 1165 940 I AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE If THIS CODE AND THE LIMITATIONS HEREIN. WHERE USE A MINIMUM OF MTS16 MTS16 SP4 ENGINEERED DESIGN IS USED IN CONJUNCTION WITH TWO Bd NAILS THIS SIDE OF TRUSS, HDZA CNW- THESE STANDARDS, THE DESIGN SHALL COMPLY SP4 WITH THE BUILDING CODE OF NEW YORK STATE. CNW- NUT TOTAL FOUR /. 4' SE A MINIMUM OF // 8d NAILS TWO 8d NAILS THIS STU '- LSTA21 SIMPSON I ANCHOR BOLTS 1) AWC WOOD FRAMED CONSTRUCTION MANUAL INTO TRUSS SIDE OF TRUSS. SIMPSON TOTAL FOUR o 7 o , °°oo°° TAKE-UP WASHER Strong—Tie WFCM) 8d NAILS LSTA21 I 2) AISI STANDARD ED STEEL INTO rRuss - H U S 210—2771 FRAMING - PRESCRIPTIVE METHO FO ONE- AN D TWO FAMILY DWELLINGS (AISI-S230) 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) TWO AIL ° ° FI i ® REV: TO ° PLATES o° EIGHT TWO ° 8d NAIL 8d NAIL PROJECT: o INTO INTO DETAIL "A11 o D STUD Simpson Strong-Tie PLATES °m° Li 1 'o H7 EIGHT NAIL o°° INTO DETAIL Mll DETAIL "G" DETAIL IN STUD Simpson Strong-Tie B R U E ® N U ZZ H7 ° Simpson Strong-Tie LFTA LFTA BP ROD SYSTEM DETAIL „L„ RESIDENCE LFTA ° I °° DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS ----- — 2000 GREENWAY EAST RUN OFF FACTORS ASPHALT = 1.O ROOF = 1.0 ORIENT, NEW YORK 1'-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. 1'-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. NO PLUMBING WORK DONE 1'-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. SCTM# 1000-015-02-04 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. LTP4Ll DRAWING TITLE: I•' SIMPSON WINDLOAD LTP4 CHARTS & CALCULATIONS I, LTP4 / STRONG-TIE DETAILS / DETAIL licit PLUMBING DIAGRAM Simpson Strong-Tie AND LTP4 DETAIL „B" Ploor—to-Floor Connections ROOF RUN-OFF CALL. LTP4 NOTES: Simpson Strong-Tie NOTE : ALL CONSTRUCTION I S TO TAKE PLACE BENEATH THE THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY THE Floor-to-Floor Connections N O INCREASE I N ROOF AREA DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY Ridge Strapping EXISTING ROOF LINES . THIS IS A ONE STORY (RANCH) FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. LSTA30 AND AND CONFORMS TO CHAPTER 280 O F THE TOWN O F UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS, NO SUBSTITUTICJNS ALL RUN-OFF TO BE SEAL: DATE: S O U T H O L D ZONING CODE E: All framing hardware shown on these plans, SEPTEMBER 25, 2024 CONTAINED ON SITE _ unless otherwise indicated, is Simpson Strong-Tie, PROJECT No: No substitutions are c,pproved or authorized, 1180-2024 Due to the relationships of framing hardware to P� f�o`Yp� DRAWN BY: the other components of the structure, any framing NO„\ B D K hardware substitutions Witt render these plans >O°? s;� \ CHECKED BY: null and void, and will -esutt in the installer/contractor assuming responsibility for the design and SHEET NUMBER: performance of the entire system, Fo o� _�o���� G 2 Ridge Strapping r ESS Detail DOB NUMBLR: OF KEHL•DESIGN•ASSOCIATES, uc x i r ''. ,:'ice .. � ?;.:; "�s; �� � %'-/��•�...4 //j % G.J Existing Existing Garage House KEHL DESIGN ASSOCIATES LLC � Existing Foundation Foundation residential & commercial design o consulting Kitchen 16"x 8" Conic Ftg. PC.Box 1675 hone: I631I 433 9084 Min. of I I L�LLLU p I 3'-0" Below I Southold,New York 11971 E-Mail: ssbn654@optonline.net I Final Grade EXISTING 4' CONC. SLAB o I i 4" CONC. EXISTING 4" CONC. SLAB Existing1 Kehl Design Associates,uCotormerlyoAKAssociates,��C SLAB WITH BLUESTONE House L — — — — — — — — — — — — — 8" Conc. Block STEPS Foundation OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the Walls with I I I ideas, design and arrangements represented Stucco Applied _ _ J 9 9 P L _ _ _ _ _ — — — — _ I therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection any work or t other which o � with e been prepaoedc w thout than for aor EXISTlrqG FOUNDATION PLAN- NEW FOUNDATION PLAN © COPYRIGHT ELEVATIONS KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL SCALE: 1/4" = 1'-O" EXISTING WALLS SE_ I COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT SCALE: 1/4"= 1'-0" WRITTEN AUTHORIZATION, ALL PLANS AND DESIGNS ARE THE NEW WALLS I �11_ SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT WALL TO BE REMOVED EXISTING WALLS TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. WALL TO BE MODIFIED NEW WALLS WALL TO BE REMOVED Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such WALL TO BE MODIFIED as Suffolk County Dept. of Health Services, Town Building EXISTING REAR ELEVATION Departments, DEC, etc. Verify all conditions, codes, and requirements with such agencies prior to construction, SCALE: 114"= 1'-0" WORK NOTES: Existng Existing R301 DESIGN CRITERIA AS PER THE Garage Existing Garage Existing 2020 RESIDENTIAL CODES OF 9 Kitchen Kitchen NEW YORK STATE CN23 R301.1 APPLICATION BUILDINGS AND STRUCTURES, w 3 T2- ^ J. 5_10%• AND PARTS THEREOF SHALL BE CONSTRUCTED TO Z iv SAFELY SUPPORT ALL LOADS, INCLUDING DEAD Existing Provide o o New ENCLOSED UNHEATED Existing LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, EXISTING COVERED PORCH g Handrails 0� 0 2868 2668 Door 2668 Door as per °8 bi Q ' Door COVERED PORCH SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS NYS Code m_J Slate over Existing Slab PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE Existing °°House WITH THE PROVISIONS OF THIS CODE SHALL RESULT Existing (2)2x6 Porch Girder IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE 244GW4040 TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE BLUESTONE L2x4 Framed Wall Under Girder FOUNDATION. BUILDINGS AND STRUCTURES TREADS CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE 0 DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. 2 5-10" — '-10' " '-a" R301.1.1 ALTERNATE PROVISIONS 12 EXIE. )TING FLOOR PLAN AS AN ALTERNATIVE TO THE REQUIREMENTS IN L Il SECTION R301.1 THE FOLLOWING STANDARDS ARE I PERMITTED SUBJECT TO THE LIMITATIONS OF THE SCALE: 1/4" = 1'-0" NEW FLOOR PLAN THIS CODE AND THE LIMITATIONS HEREIN. WHERE � ENGINEERED DESIGN IS USED IN CONJUNCTION WITH EXISTING WALLS THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. NEW WALLS SCALE: 1/4" = 1'-0" 1) AWC WOOD FRAMED CONSTRUCTION MANUAL EXISTING WALLS (WFCM) WALL TO BE REMOVED - 2) AISI STANDARD FOR COLD—FORMED STEEL WALL TO BE MODIFIED NEW WALLS FRAMING — PRESCRIPTIVE METHOD FOR ONE— AND TWO FAMILY DWELLINGS (AISI—S230) 3) ICC STANDARDS ON THE DESIGN AND WALL TO BE REMOVED I IITCONSTRUCTION OF LOG STRUCTURES (ICC400) REV: WALL TO BE MODIFIED PROJECT: Existing 2x6 Roof System Existing 2x6 Roof System D RU C E D I UZZO Existing 2x6 Ceiling System Existing 2x6 Ceiling System RES I D E N C E Soffit Existing Soffit ExistingNEW REAR ELEVATION _ and Fascia and Fascia 2000 GREENWAY EAST System System SCALE: 1/4"= 1'-0" ORIENT, NEW YORK Existing R-19 Insulation Existing R-19 Insulation EXISTING ENCLOSED I UNHEATED SCTM# 1000-015-02-04 Existing 2x4 Walls COVERED 4x4 Post Existing 2x4 Walls COVERED PORCH New 2x4 Walls �" CDX Sheathing 4" CDX Sheathing 3" CDX Sheathing R-15 Insulation R-11 Insulation PORCH R-11 Insulation Finished Interior DRAWINGL Exterior Siding Walls and Ceiling 15# Felt ENCLOSE EXISTING EXISTING EXISTING Cedar Shingle Siding HOUSE HOUSE Slate over PORCH PLANS Existing Slab NOTES: Ex. 8" CMU, Foundation THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD COND1110NS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD IT. THE Existing Slab Existing Slab DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Compacted Soil Compacted Soil FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. EXISTING Ex. 16"x 8" Footing EXISTING EXISTING HOUSE SEAL' DATE: HOUSE Min. 3'-0" Below HOUSE ° SEPTEMBER 25, 2024 FOUNDATION LFinal Grade. FOUNDATION PROJECT NO: PROVIDE HURRICANE STRAPPING �� t , DRAWN BY180-2024 IN ACCORDANCE WITH THE / G NEW ,Q_ BDK 2020 RESIDENTIAL CODE OF � 0 ,�_,�� NEW YORK STATE O1, CHECKED BY: '� f` !wT,l lid r' ,zvl S ET NUMBER: .� Lys ALL HEADERS ARE TO BE /J EXNEDTING CROSS SECTION (2'ITHERISENLOTEDESS NEW CROSS SECTION A10 1 SCALE: 1/4" = V-0" NOTE: PROVIDE FIRE BREAKS SCALE: 1/4" = V-0" NEW SIDE ELEVATION- ESAS PERDOB NUMBER: OF THE 2020 SCALE: 1/4"= 1'-0" RESIDENTIAL CODE OF NEW YORK STATE 0 KE IL-DESIGN•ASSOCIATES, LLC