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HomeMy WebLinkAbout49851-Z , Mir a Town of Southold 6/6/2024 �4'0 oy P.O.Box 1179 0 o • 53095 Main Rd y�j0l�},1 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45253 Date: 6/6/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 410 S Oakwood Dr,Laurel SCTM#: 473889 Sec/Block/Lot: 145.-3-5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/11/2023 pursuant to which Building Permit No. 49851 dated 10/6/2023 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including conversion of seasonal dwelling to year round, attached garage altered to living space and covered entry,to existing single-family dwelling as applied for. The certificate is issued to Stumpf,Michael of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL•CERTIFICATE NO. 49851 5/22/2024 PLUMBERS CERTIFICATION DATED 6/5/2024 i a ugillo Aut riz d ig afore SOFFQIK 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#: 49851 Date: 10/6/2023 Permission is hereby granted to: Stumpf, Michael 410 S Oakwood Dr Laurel, NY 11948 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 410 S Oakwood Dr, Laurel SCTM # 473889 Sec/Block/Lot# 145.-3-5 Pursuant to application dated 9/11/2023 and approved by the Building Inspector. To expire on 4/6/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $532.00 CO-ALTERATION TO DWELLING $50.00 Total: $582.00 Building nspector O��pF SO!/j�,ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q �► • yo Southold,NY 11971-0959 sean.devlin(c�town.southold.ny.us Q c4UNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Michael Stumpf Address: 410 S. Oakwood Dr city:Laurel st: NY zip: 11948 Building Permit#: 49851 Section: 145 Block: 3 Lot: 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Solid Electric License No: 45914ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 33 Ceiling Fixtures 3 Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt 9 Wall Fixtures 2 Smoke Detectors 5 Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures 35 CO Detectors Sub Panel A/C Blower 3 Range Recpt Ceiling Fan 2 Combo Smoke/CO 3 Transfer Switch Puck Lights 13 Dryer Recpt Emergency Strobe Heat Detectors 1 Disconnect Switches 36 8'LED 4 Exit Fixtures 11 Sump Pump Other Equipment: Fridge, Oven, DW, Hood, (1)AC & (1)Minisplit w/ (2) Blowerheads Notes: Whole House Renovation Inspector Signature: Date: May 22, 2024 S.Devlin-Cert Electrical Compliance Form Town Hall Annex may► yam► Telephone(631)765-1802 54375 Main RoadCo •� u P.O.Box 1179 oufbl"Yr"9 1 9 ,I LL�S ll�Vrr � � E y� • O� ' JUN — 5 2024 c~ BUILDING DEPARTMENT Building Department TOWN OF SOUTHOLD Town of Southold CERTIFICATION { Date: �' '�-(�2 . j Building Permit No. Owner: ) 1►v�` E' (Please print) Plumber: L�Gt u l x (Please print) I certify that the solder used in the water supply system contains les an 2/10 of 1%lead. (Plumbers Signature) Sworn to before me this , gTV y E day cJ t! 20 .4 Pue���iO�` 7 ? omm spites MSc Y eP418.TrO1525 No 0AS, N��ssAU coJ �O Notary Public, County F OF N 1 -- -' �OF SOUTH I - ocx-k W Dw l Jb r \ * * TOWN OF SOUTHOLD BUILDING DEPT. courm,��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION �J ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION r- [ ] PRE C/O [ ] RENTAL REMARKS: O r I f Q � k--- DATE 0 " INSPECTOR ° OP SoUTyOIo �J I 0 # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION � ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 6,4 Ao( /a A -4ez. LE 4z Z�I, e . 14 A /"Ao � DATE //0 INSPECTOR �aOF SOUIy� qq I l O Oak LocC/ct # ' 'TOWN OFSOUTHOLD ,BUILDING DEPT. °y o m,N a� 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) [ ELECTRICAL(FINAL) [ ] CODE VIOLATION [ . ] PRE C/O [ ] RENTAL REMARKS: p-A OC-K 00.15 tv. a-Pt',P- m-d e r b e`e a. e r w��e '►�, a,A f ai-e. new neeo? a.+`c W�e le cone ra115 on tcb I). do�ev� Y.4�d5 ioc k ouf 1-fi-eig OU- o v,4 f p, `ccUyt trLt needs DATE 6 INSPECTOR OF SOUTyOIo U q L� L b # # TOIW_LN-OF SOUTHOLD BUILDING DEPT. o N 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ]-FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: PaA a DATE cJ' INSPECTOR i OF SOUlHp6 f TOWN OF SOUTHOLD BUILDING DEPT. `ycoutme�` 631-765-1802 qqv�j INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) s [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]' RENTAL REMARKS: vY! o Z�l %: DATE INSPECTOR BOULEVARD PLANNING, PC Architects•Planners•Construction Management 725Franklin Avenue Garden City,N.Y. 11530 PHONE: (516)877-0400 FAX:(516)746-8622 Internet:www.blvdplan.com Dec 212023 Dept. of Buildings Town of Southold Southold NY RE: 49851 permit Address 410 south Oakwood drive NY11948 Inspected Items Concrete footings and walls framing strapping sheathing insulation Rough Plumbing This letter will serve as notice of completion of the above referenced Inspection Please be advised that all NYS codes and acceptable construction practices were adhered to and believe A CO can be issued upon final inspection All inspection were conducted during or before town building inspectors review and as architect of record found to meet all approved plans and code requirements. Please feel free to contact my office for any question that arise. �j�a-FtED AF? Very Truly �� OWN STUB�cT { I John E S o• 02163�� F 0F DER INSULATION D JUN - 5 2024 1/17/24 gullding DOPa�"t Town of Southold To Whom it may concern; Please note the home at 410 South Oakwood Rd. Laurel was insulated in the following manner. The exterior walls were sprayed with 2" of closed cell spray foam R14 and an R11 unfaced fiberglass bait for a total of R25. The roof was sprayed with 10.5" of open cell spray foam (R40). The basement and crawispace ceilings were sprayed with 2.75" of Closed cell spray foam R21. The job was fire caulked per code and low expansion foam was installed around all doors and windows. Any questions please don't hesitate to reach out @ 631 740 0195. Sincerely, John Umina Project Manager Hunter Insulation HUNTRR HUIJTER`INSULATIOT` LINS101LAT16" :WORK AGREEMENT Lie=`# CUSTOIVIER/BUILDER JOB SITE INFORMATION TRADE:INSULATION BOULEVARD PLANNING/New 410 S.Oakwood Rd QUOTE M 82488456/1 550 MAAIN ST LAUREL,NY 119,48 ISSUE DATE: 12-21-2023 HEMPSTEAD,NY 11550 SALES PERSON:Umina,John J (914)525-2250 Base Spray:Foam-' Some crawlspace may not be accessible. Work Area Item Exterior 2x6 house walls R-14 HFO HL WINTER=2 Nominal Inches CLOSED CELL FOAM Exterior 2x4 garage/shed room walls R-21 HFO HL WINTER=2.75 Nominal Inches CLOSED CELL FOAM Garage shed flat ceiling R-27 SEALECTION 500 METAL WNTR=7 Nominal Inches OPEN CELL FOAM CA Vaulted 2x12 R-40 SEALECTION 500 METAL=10.5 Nominal Inches OPEN CELL FOAM Batts Work Area Item Exterior 2x6 house walls IBA KN R-1 I KFT 15"X94"156.67 SF Sound Wall/Laundry Wet Wall and Bath INM W JM SOUND AND FIRE 3X16X48 PB@4(53.33 SFBG) wet wall Basement/Crawlspace Ceiling Area IBA KN R-21 KHP 15"X93"67.81 SF Penetrations CAULK BOSS 136 FIRESTOP/DRAFT SEALANT 10.1 OZ. Windows TYTAN WINDOW&DOOR PRO GUN FOAM BASE TOTAL: $9,650.00 OPTIONS - Initial the sections that you would like added and/or reduced from base total. Basement Crawl Spray Foam Work Area Item Basement/CrawlspaceCeiling Area R-21 HFO HL WINTER=2.75 Nominal Inches CLOSED CELL FOAM Initial: 16 TOTAL for option: + $2,600.00 NOTE:This agreement consists of multiple pages.If you do not receive the number of pages noted below,please contact Contractor directly at the telephone number stated above. Draft stop,fire block,fire stop(IBC 718.4.1,718.4.2 and 718.4.3 or locally adopted equivalent),and fire rated caulking are not included within Contractor's Work unless specifically listed above. Contractor is willing to furnish to you all material and labor required for the Scope of Work,subject to the terms and conditions stated in this agreement. TERMS OF PAYMENT:Payment in full due as stated on invoice regardless of any payment arrangements you have with third parties.Visit www.tniteambillpay.com to manage your invoices and make payments online with TruTeam Bill Pay. PY___ 1 _1 A ACCEPTANCE:Contractor may change and/or withdraw this agreement if Contractor doRnoeceive yout signed acceptance within 10 business days after the Date stated above. _ PRICING:The prices stated in the Scope of Work above Will remain fain for 60 days after the Date stated above.-Uperformance of this agreement extends beyond this 60 day period,you agree to pay Contractor's then current pricing("Price')for any Work performed after that 60 day period.The Prices are based only on the terms and conditions expressly stated in this agreement.The Prices exclude any and all terms and conditions not expressly stated herein,including,without limitation,any obligation by Contractor to name you or any third party as an additional insured on its insurance policy;to provideper project aggregate insurance coverage for the Work;to participate in any owner controlled,wrap,or similar insurance program;to indemnify or defend you or any third party from any claims, actions and/or"lawsuits of any kind or nature whatsoever except to the limited extent state in Section 18 of this agreement.Any terms or conditions required by you by contract or otherwise in addition to or inconsistent with those expressly stated in this agreement will result in additional charges and/or higher Prices.Any additional work performed is subject to Contractor's then current pricing(unless Contractor otherwise agrees in writing)and to this agreement. CUSTOMER: ��t�V"�I CONTRACTOR: By, lT 1c. By, SIG ATUIIE TITLE SIGNATURE TITLE Company Name: )1��,qp((� � yly�l �/!G, Date: THE INFORMATION CONTAINED IN THIS AGREEMENT IS CONFIDENTIAL.NEITHER THIS AGREEMENT','.; NOR ITS TERMS MAY BE DISCLOSED TO THIRD PARTIES. Pane 9 of A HUNTER INSULATION ; INSULATION ADDENDUM . Ow-7o%A— 70 License#: CUSTOMEMUILDER JOB SITE INFORMATION TRADE.-JNSULATION BOULEVARD PLANNING/New 410 S.Oakwood Rd ..QUOTE#02488456•/_1 550 MAAIN ST` LAUREL,NY 11948•• ;,,ISSUEDATE.-12-21-2023 I IPMPSTEAD,NY 11550 SALESPERSON:Umina,John J, (914)525-2250 ,. Hunter bisulation'("Contractor')and Customer.each agree to amend the agreement("Agreement')Tor thei Project specified above as follows: i.( !'1� •. I' , r 'I r •t! is ,I li :d' f;�s:y :,i `s?ii' /c- rr,rl r Ji 'i elo l: .�'.e• ( ;' i16'r••i'Z1 •!�, ii _r ? : s' E :I ;i ✓t: . 1.Customer:Ims-contracted with Contractor fdr the;installation of`spray`polyurethane:foam in,' "dance evith"tlig seope.®f work,' ("Work")spcci ically.;set fprtli;in?tlie;Agr�ement..This Ad¢endiim modifies,tlie;ternis`,of;t6e Agreemeot,and,its,exh'ibits died:, ;'; ddilendd::if any:,of the tenns.and.c®editions rof this Addendum sliould•conflict wrth'any teems and renditions 4 the A eemcnt this Addendum shall control:These modifications are mutually agreed to by the parties and are supported by legal consideration.Customer's acceptance shall be evidenced by permitting Contractor to perform the Work...: , 2,Contractor agrees to incorporate by reference'the scope of work and"terms sand conditions as set forth in Contractor's Proposal, dated December 21,2023;including all exclusions contained therein. 3.In-performing work,Subcontractor is not inspecting or,assessing;and un-&rtakes,'ho responsibility16,,inspect or:assess;the' Project site(or any component•or sysfem thercof)•for any purpose-other than to perform the Work.The rights and obligations between,Contractor and Customer concerning Work performed by Contractor•shall b'e as-eXpressly stated�iii the'Proposal.; 4.'Custo:i3er acknowledges,that the'spray,polyurethane products and the installation`specifications'selected by,•the Customer and described in the Work are subject to building codes"and"evdluation reports wfiich'contain'express requiretnents`and/or recommendation¢whicli.are.out'side:the Work.unless-cxpressly'enumcrated in the:Proposal:'Such requirements and/or', reedmtuendations may include;but are notneeessarily:hmited to:installing a specified attic hatcli,',litriiti'g entry,to tlic attic or.' crawl space only for service of utilities and not permitting storage in the attic,or crawl�spacc;ensuring that(a)there,are no: interconnected attic,crawl space,or basement•areas,'(b)the air.in the attic or'ceawl space.is not`circulatcd to other parts•,of the 'building,(c)combustion air and attic ventilation is provided when required,(d);the attic assembly'has been,properly,.; constructed and(c)'a aide:official liar provided the required•inspections.. 5.The Contractor bears no responsibility foe tlie,failure,nf,the Customer;developer,builder;owner of subsequent owne'r,'.. ,use and maintain the attic space m strictaccordA-ce with the applicable building codes and evaluation.reports. " '.6.Building codes inay require,;and•cvaluatioti rcports;iiidy'specify�a•theri'iial'barrier or ignition,barrierbe' applied.to;the spray foam applied insulation:A'thermal'liarrieror igiiition'barrieclis not included withidthe Workuii ess`spescificallX.listea in'the Proposal. : . CUSTOMER: CONTRACTOR: By: By: Date: c, - 22-207j Date: Pane A of A 1.ACCEPTANCE.This agreement is expressly limited to and made conditional'upon your acceptance'of its terms and bonditions:Any of your terms and conditions which are in addition to or different from those contained herein which are not separately agreed to in writing(except additional provisions specifying quantity,-description of the products or work ordered and shipping instructions)are deemed material and are hereby obiiected to-and rejected.You waive your objjection to any terms and conditions contained herein if Contractor does not receive written notice of your objection within ten business da s'of the date of this agreement.You will in any event be deemed to have assented to all terms and conditions contained herein if any ppart of the products or work described herein are provided or performed.Please note particularlythe Limited Warranty,Limitation of Remedies and Limitations on Actions and I iability rovisions set forth below.You acknowledge that the prices stated are based on the enforceability of these terms and conditions,and on the Limited Warranty,Limitation oTRemedies and Limitation of Actions and Liability rovisions below,that the price would be substantially higher if Contractor could not limit its liability as herein provided,and that you accept these provisions in exchange for such lower prices. 2.LIMITED WARRANTY.All work performed by Contractor is warranted to be free from defects in material and workmanship for one year from the date of completion of the installation subject to the terms below.Contractor makes no warranties reardin products sold but ass'�ns to you an manufacturer warranties relatin to the roducts. THIS EXPRESS WARRANTY IS IN LIEU OF AND EXCLUDES ALL OTHER WRRANTIES WHETHER EXPRESSED,IMPLIED OR STATUTI&Y,the IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE.This limited warranty does not cover damages relating to(a) accident,misuse,abuse,neglect,or normal wear and tear .(b)failure to use or maintain the product in accordance with manufacturer's instructions:and(c)alteration,repair or attempted repair by anyone other than Contractor or its authhorized representative.You shall be solely responsible for the correctness of the plans and spycations and shall release and hold harmless Contractor from any damages resulting from improper,inadequate or vague in>ormation supplied by you.Contractor does not take on any obligation to inspector evaluate the work of other parties in any manner or aspect.T warranty is not transferable. 3.INSURANCE.Contractor shall maintain workers'compensation(em loyer liability),as required bylaw,and$1,000,000 in general liability insurance while performing the work.Contractor reserves the right to be self insured to the extent allowedpby applicable law.Contractor does not agree to name any other persons or entities as additional• insureds. 4.LIMITATION OF REMEDIES:Your sole and exclusive remedy against Contractor for any and all claims for damages arising out of or alleged to have arisen out the Work will be limited to the repair or replacement by Contractor,at Contractor's option,of any nonconforming work or to the issuance of a credit for such nonconforming work in accordance with these terns and conditions provided Contractor is given a reasonable opportunity to inspect the work and confirms such nonconformity.This exclusive remedy shall not be deemed to have failed of its essential purpose so long as Contractor is willing and able to repair or replace the nonconforming workand,in any event. Contractor's maximum liability for any damages shall belimited to the total amount paid to Contractor for the-Work under this agreement.This imitation of Remedies clause shall apply to the parties to this agreement as well as to the current owner(s)of the project and its/their respective successors and assigns.If you receive a claim for damages by any owner arising out of or alle ed to have arisen out of the Work,you agree to give written notice to Contractor of the claim and provide Contractor an opportunity to inspect the alleged damages within 30 days after Contractor's receipt of the notice.If you fail to give the reQQuired notice and/or fail to allow Contractor an opportunity to inspect the. allege damages within•30 days,you hereby waive any and all rights for damages and/or correction ot'work against Contractor.This Limitations of Remedies-may be plead as,a complete bar to any action in violation of this clause. 5.LIMITATIONS ON ACTIONS AND LIABILITY.All claims and/or lawsuits including but not limited to claims or lawsuits for indemnity nt_and/or coribution against Contractor arisen under this agreement must be made within 13 months from the date of completion of the installation.CONTRACTOR WILL-NOT BE LIABLE FOR ANY LOSS DAMAGE OR INJURY RESULTING FROM DELAY IN DELIVERY OF THE PRODUCTS OR FOR ANY FAILURE TO PERFORM THAT IS DUE TO CIROUTANCES BEYOND ITS CONTROL.CONTRACTOR DISCLAIMS ALL LIABILITY FOR ANY AND ALL DAMAGE WHICH MIGHT BE SUSTAINED BY PERSON WHO MAY BE ALLERGIC TO OR AFFECTED BY THE AT OF PARTICLES FROM CERTAIN TYPES OF INSULATION.THE INJURIES TO PERSONS OR PROPER N WHETHER AORISIlVGDFROM CdNINTRAC�I R SBREACH OFTHIS AGREEMENT CONTRACT DAMAGES OF WARRANTY TY DAMAGES FOR NEGLIGENCE STRICT LIABILITY OR O;IHER TORT WITH RESPECT TO THE PRODUCTS OR ANY SERVICES IN CONNECTION WITH THE PRODUCTS,IS LIMITED TO t�N AMOUNT NOT TO EXCEED THE CONTRACT PRICE.IN NO EVENT SHALL CONTRACTOR BE LIABLE FOR ANY INCIDENTAL AND/ORQCOSENT3 EIIELN IF IIDfAHASD�EIIV ADVISED OAF THE PIOSSIDI�LI YGOF SUCH DAMAGES TOINII;LOST REVENUES TO RECOVER DPARM°ACESt Wrthow THE FEES LIMITATIONS SPECIFIED IS YOUR EXCLUSIVE REMEDY IN THE EVENT PURPOSE. 'THAT ANY OTHER CONTRACTUAL REMEDY FAILS OF ITS ESSENTIAL 6.PRICES,TERMS AND SHIPMENT.No cash discounts,back charges,set offs or counterclaims are allowed unless specified by Contractor.In addition to the prices specified,you agree to pay any federal,state or local excise,use,occupational,or similar tax now in force or to be enacted in the future,assessed against Contractor or you by reason of this transaction.No retention is permitted unless Contractor agrees otherwise in writing.Any past due payment will be,at Contractor's option,subject to interest at 1.5%per month(18%per annum)to the extent permitted by law.You agree to receive(or permit Contractor to receive)near the work site,any materials needed to complete the Work.You agree to protect such materials from damage or loss and provide Contractor,free of char e.with reasonable use of light,heat,wafer,power,storage space and use of available elevators and hoists as needed.Title to all materials under this agreement shall not transfer fo you until Contractor receives payment in full.Contractor may charge you a fee and its actual expenses if the job site is not ready for work on the date you specify. 7.FORCE MAIEURE.Contractor shall not be liable for any delay,failures,or default in performance of this agreement or otherwise,in whole or in part.caused b the occurrence of any contingency beyond the control either of Contractor or of suppliers to the-Contractor.Such contingencies include but are not limited-to failure or delay in transportation,acts of any government or any agency or subI sion thereof,judicial ac-lion,labor disputes fire accident acts of nature,severe weather,product allocation or shortages,labor shortages,tire)shortages,raw material shorts,machinery or technr�al failure;or work that cannot be completed because of another,contractor covering the pertinent portion of the building.If any contingency occurs, tractor may allocate pro-duction,de liveries,and performance of work among its customers or substitute substantially similar materials,m its sole discretion,without ility for doing so. 8.CONFIDENTIALITY.If you vis-it Contractor's premises or you otherwise receive any pro-prietary or confidential information from Contractor,you shall retain such infor-mation as confidential and not use or disclose it to any third party without Contractor's written consent. 9.CREDIT APPROVAL.Shipment and delivery of goods and performance of work shall at all times be subject to the ap-proval of Contractor's credit department and Contractor may at anytime decline to make any shipment or delivery or perform any work except upon receipt of payment or upon terms and condi-lions or security satisfactory to Contractor.By signing this agreement,you authorize Contractor to check your credit and references. 10.CANCELLATION.This aewent or an part of it,may only be cancelled with Contractor's written approval In the event of cancellation of this agreement,or any part hereof,you shall pay:(a)the contract price,of all completed items:��)that portion of the contract price that is ual to the degree of completion of products or work in process, effective on the date Contractor receives notice of cancellation:(c)I e cost of any materials and supplies which Contractor shall have purchased to perform and which cannot be readily resold or used for other or similar purposes:(d)a restocking fee:and(e)any expenses incurred by Contractor(including legal fes and judgments)as a result of the cancellation of subcontracts or purchases related to this agreement. 11.DEFAULT.You may terminate this agreement for Contractor's default,wholly or in part,by giving Contractor written notice of termination as follows.You may give a written notice of termination only if Contractor has received a written notice from you specifyrn��such default,the default is not excusable under any provision hereof and the default has not been remedied within.thirty(30)days(or such longer period as raga be reasonable under the circumstances)after Contractor's receipt ofthe notice of default. Delivery of nonconforming roducts or work bfy Contractor shall''ve you the rits set forth in paragraph 4 hereof butohall not be deemed a default for purposes of termination.In the event o etmination for default.yyou shall be re ieved of the o ligation to pay for wor not performe by Contractor prior to the effective date of such termination.A default on Contractor's part shall not subject Contractor to liability,through payment by Contractor,set off or otherwise,for any other damages,whether direct, consequential or incidental and whether sought under theories of contract or tort. 12.ASSIGNMENT.You may not assign this agreement or any claim against Contractor relating to.this agreement. 13.GOVERNING LAW.This agreement shall be construed,interpreted and the rights of the parties determined in accordance with the laws of the State of Contractor's address first listed on the front of this agreement. 14.DISPUTES AND MANDATORY MEDIATION.In the event that a dispute arises over the reasonableness of or entitlement to fees charged by Contractor,the prevailing party will be entitled to reasonable attorneys fees and costs.In all other disspp��es of any nature,each party shall pay its own fees and costs.Excgpt as required to protect confidential information and to obtain relimmary injunctive relief to prevent irre arable harm,you and the Contractor agree that prior to the initiation of an legal In the parties engage rn facilitative mediation of any and.all disputes in an way related to this agreement,If the parties cannotagree u on a facilitative mediafyor within 30 days of when the dispute arose,one will be selected pursuant to the Commercial Mediation Rules of the American Arbitration Association. ach patty will share equally the fees of the facilitative mediator and costs of the mediation. 15.INSULATION DOES NOT PREVENT FROZEN PIPES.Insulating around water lines in an unconditioned or semi-conditioned area will not prevent pi es from freezing or accumulating condensation.To decrease the possibility of frozen pipes,locate any water pipes within a conditioned area,such as internal walls rather than external walls.If You do not locate the pipes within an internal wall,you hold Contractor harmless and release Contractor from any claims relating to frozen or burst pipes. 16.SEVERABILITY.If any provision on this agreement is not enforceable,that provision shall be effective only to the extent permitted by law and all other provisions of this agreement shall remain. 17.ENTIRE AGREEMENT.This instrument contains the entire agreement of the parties relating to the subject matter hereof and may only be waived,changed,modified, extended or discharged orally by a wittin signed by the party against whom enforcement of any such waiver,change,modification,extension or discharge is sought.The terms and conditions of this agreement supersede any agreement to which,if is attached. ; ti 18.INDEMNITY.Each of the parties to this agreement agrees to defend and indemnty one another from any and all claims,actions and/or lawsuits caused by the party's negligent acts or omissions.This mdemnity clause and the obligations created herein shall control and take priority over any contrary indemnity agreement entered into prior to this agreement.Furthermore,this indemnity clause and the obligations created herein shall control and take priority over any contrary indemnity agreement entered into subsequent to this agreement unless the subsequent agreement specifically refers to this indemnity clause and declares it null and void. Para 'Q of A a Additional Instructions for Form 1313-120.1 By signing this form,the insurance carrier identified in Box 3 on this form is certifying that it is insuring the business referenced in Box 1 a for disability and/or Paid Family Leave benefits under the NYS Disability and Paid Family Leave Benefits Law. The insurance carrier or its licensed agent will send this Certificate of Insurance Coverage(Certificate)to the entity listed as the certificate holder in Box 2. The insurance carrier must notify the above certificate holder and the Workers' Compensation Board within 10 days IF a policy is cancelled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from coverage indicated on this Certificate. (These notices may be sent by regular mail.)Otherwise, this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in Box 3c, whichever is earlier. This Certificate is issued as a matter of information only and confers no rights upon the certificate holder. This Certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This Certificate may be used as evidence of a NYS disability and/or Paid Family Leave benefits contract of insurance only while-the underlying policy is in effect. Please Note: Upon the cancellation of the disability and/or Paid Family Leave benefits policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Insurance Coverage for NYS disability and/ or Paid Family Leave Benefits or other authorized proof that the business is complying with the mandatory coverage requirements of the NYS Disability and Paid Family Leave Benefits Law. NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article, and not withstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits and after January first, two thousand and twenty-one, the payment of family leave benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b)The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article and notwithstanding any general or special statute requiring or authorizing'any such contract, shall not enter into any such contract,unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits and after January first,.two thousand eighteen,the payment of family leave benefits for all employees has been secured as provided by this article. DB-120.1 (12-21)Reverse LELD INSPECTION REPORT DATE COMMENTS o FOUNDATION (1ST) V� H ----------------------------------- con - �C FOUNDATION (2ND) ---7-t z o O cn t n H ROUGH FRAMING& PLUMBING �. O V� QA, 1 INSULATION PER N.Y. H STATE ENERGY CODE Al V44 FINAL ADDITIONAL COMMENTS 3 Pa4:eA toy-CO Lc d� OSG7G r r 2 ew- a�= ccf r r C �rn -5 -a � 5 X b rH LAz x. y x d H h�Omit TOWN OF SOUTHOLD—BUILDING DEPARTMENT ; Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 �yy• �a� Telephone(631)765-1802 Fax(631)765-9502Lfts://www.southoldtg)Mny.gov Date Received APPLICATION FOR BUILDING PERMIT D DIV� For Office Use Only r PERMIT NO. Building inspector: �i SEP 1 1 2023 ^ Applications;ai d'forrns must be filled out in their entirety.;Incomplete ' BUILDING DEPT. applications will not be accepted.'Where,the Applicant is not the owner' an, Owner's Authorization form(Page 2)'shall be completed, ; T®" ` D ate: OWNER(S)OF PROPERTY:" Name: SCTM#l000- S Project Address: Phone#: _ Email: yh 57�. 'vcr�zoN...nEr_... Mailing Address: \ ... CONTACT PERSOW, Name: M1L1�G J�•�. . . _ C'.._.._.__._..a:. Mailing Address::..q.�p...-..:�_.. ..©� %A, N_\ D Phone#: I. _ Email: _...:n- _ l ....1. 7..._ . _. -...22 a._._,...r_.,. ... 11 7v. !�.. V.t{�ZOh,.n DESIGN'PROFESSIONAL INFORMATION: Name: .` 0,11 .._..-S�J_.. : _ 1�•..L• ..-.. .._-- Mailing Address: 220. _.e. Iv1A% .. "" .;T " Phone#: S 16_ _ dL1 f _w 516PJ � qq Email: CONTRACTOR INFORMATION: Name: 30 v 12 7 cL Mailing Address: Phone Email: DESCRIPTION OF.PROPOSED CONSTRUCTION El New Structure ❑Addition teration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ �_ ova Will the lot be re-graded? ❑Yes R4001, Will excess fill be removed from premises? ❑Yes 911,61 1 �t ;•PROPERTY<INFOR MATION':'• Intended use of ro ert Existing use of property: ( t`( p p Y Zone or use district in which premises is situated: Are there any covenaYo d restrictions with respect to this property? ❑Yes IF YES, PROVIDE A COPY. esl n rofessi'onal is reepansiFile:for all`drainage and`storm`watecissues,as provided p heck'Bbk,After.Reading::?The owner/contractor/d i p. Cha ter.236 fit Town Code.APPLICATION IS HEREBY MADE to the BuildingAgpartment for the issuar►ce"of,a BuildingPe�mit;pursuant to ttie Building Zone:a p Ordinance of the•town of Southold,suffolk,;eounty,Naw York and'other applicable;latitirs;Ordinances or i3egulations,for;the construction of building`s,,., .;•'`; additions;alterations or for removal'or demolition as herein.described.•The applicant agrees to`po with'sll applicable laws;ordinances,biiilding;code; housing code and regulations and to admit authorised inspectors on premises and in,building(s)for necessary inspectioris.,Fal3e statements made1-1 1 harem are punishable as a Class A'miidemeanor pursuant fo'Section 210.45 of the New'York State Penal Law..„ , Submitted B (print name): ❑Authorized Agent /owner Application Subm y(p ) ,.._....•.__.___._._ Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF ) M(64 per, �5 ylJM p� being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, ,�We is the D6A--'�✓'rZ4 � 'S (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 kno ed a and belief;and that the work will be performed in the manner set forth in the application file therewi Sworn before me this day ofA .2C otary ublic PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) (W ,lifledInNo" toMftalon Ex0jM%September 9 'a} %A 47q � residing at ip �� DaQ P' do hereby authorize ('off to apply on my behalf t ow outhold Building Department for approval as described herein. 20-Z,3 Owner's Signa re Dad M (4 a&/ r Print Owner's Nbfne 2 f.•TMyera:.�rA �suFvt� ,. 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.httos://www.southoldtownny.gov Date Received APPLICATION UIL III IT For Office Use Only PERMIT NO. Building Inspector: .w. A0046466ns,and.forms'must iiei illed,out in their entirety:lncpmplete.,; ,applications will noL;be accepted. .Where the Applicar>it.is,not#he'awner,an' ,Owper' Au#horizatio iform(Pagep2)shall iie completed. . Date: C1flUIVE9 OF PROPERTY:: ; Name: SCTM#1000- Project Address: Phone#: Mailing Address: :CONTACTPERSON �k�, � ,0.gr ,; Name: Mailing Address: Phone#: Email:- DESIGN' PROFESSIONAL INFOR TIONi':' Name: Mailing Address: Phone'.M, . Email:11 CONTRACrOR1 Name: Mailing Address: Phone#: Email: DESCRIPTION OF P,ROPOS.ED'CONSTRU.CTION 'r ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes El No Will excess fill be removed from premises? ❑Yes ❑No 1 S�FfO( r ` BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD o` Town Hall Annex-54375 Main Road - PO Box 1179 o �' Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 1 , iamesh _southoldtownny.00v - seandCaD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: l l 1 Z3 Company Name: SO -ID 'Fi.Ec.T i0 tG . IN G- Electrician's Name: I S m-h k1 - S-q ANJ License No.: ME- l f 59 l+ Elec. email: "- Elec. Phone No: _ Lfq S �6( ❑1 request an email copy of Certificate of Compliance Elec. Address.: 1 q 19 6�Ag`l L-O�J N`1 l�-?o Lf JOB SITE INFORMATION (All Information Required) Name: ,, S T U vvk F Address: 1-1 to S . Cross Street: `?Ccpv„C- Phone No.: Q )t;k : S 25- 2 -Z,- Bldg.Permit#: email: M t+,S7vw) ? Q_Ve111Za1,. ne-r Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): l5T �u�o�► ��Cri2lCA1� �V�'�Jb�i(c�tJ �.lGt►-(,g �' l��T�C-+-�S r�(�lts Ze_--. 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❑Service Reconnect❑Underground❑Overhead # Underground Laterals n 1 H Frame Pole Work done on Service? n Y r1N Additional Information: PAYMENT DUE WITH APPLICATION �d11 F04 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD, Town Hall Annex- 54375 Main Road PO Box 1179 ® - Southold, New York.1 1 971-0959 Telephone (631) 765-1802 - FAX (631 j�765=9502 w- amesh southoldtownn ov seand@southoldtownny.gov • APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: t Company Name: S pir tD F_i_EcT9IG , I N G- Electrician's Name: i 5 m A k - -S-A AN3 License No.: M E- 1-t!59 ILF Elec. email: 'gin fp (9'So 1 d eter-fir i c-- vi e-r Elec. Phone No: _ Lfq� �5 i ❑I request an email copy of Certificate of Compliance Elec. Address.: I q 19 1 JOB SITE INFORMATION (All Information Required) Name: S-I-U V Address: L1 to �k3('- Cross Street: `ieUov„C, Phone No.: Q j i-t - 9 25- Z 75-6 Bldg.Permit#: � email: g/1 {}Sn, ? QVeP! zow. ne, Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): t 5-T ��o�_, F-�,eiT+ CAL- ¢�,�S� i c�c� , Ll���5 Q c ��.4 s�>�PPu s Cc— Square Footage: \ Circle All That Apply: ' Is job ready for inspection?: ® YES ❑NO ®Rough•In ❑ Final Do you need a Temp Certificate?: ElYES❑NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals n 1 H Frame F1 Pole Work done on Service? Y ON Additional Information: PAYMENT DUE WITH APPLICATION PERMIT N Address: Svvitches fi/ � r Vl� u ! ' D � f V' Outlets GFI's �C Surface Cr �, Sconces Il H H's ��_� '' UC Lts Fans Fridge HW qZ Exhaust 1 2 Oven WAD 1/ 1, Smokes � � !� � � DW l Mini Micro Generator _arbon I Transfer =ombo b , t — Cooktop Hez& \ l Service Hood aC 4 AH l`{o Amps Have Usec ,pedal: ( �\ lv®•(N l -T-A :omments _ 1J� ✓ "� LC I YORI' Compensation workers' CERTIFICATE OF INSURANCE COVERAGE STATE Board NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by NYS disability and Paid Family Leave benefits carrier or licensed insurance agent of that Carrie 1 a. Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured BOULEVARD PLANNING INC 516-887-0400 220 MAIN STREET HEMPSTEAD, NY 11550 1c.Federal Employer Identification Number of Insured or Social Security Number Work Location of Insured(Only required if coverage is specifically limited to certain locations in New York State,i.e.,wrap-Up Policy) 113581358 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company TOWN OF SOUTHOLD BUILDING DEPT TOWN HALL ANNEX 3b.Policy Number of Entity Listed in Box"1 a" 54375 ROUTE 25 DBL660529 PO BOX 1179 3c.Policy effective period SOUTHOLD NY 11971 03/12/2023 to 03/11/2024 4. Policy provides the following benefits: © A.Both disability and paid family leave benefits. B.Disability benefits only. C.Paid family leave benefits only. 5. Policy covers: © A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurahce carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 9/13/2023 By AW, 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 46,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be emailed to PAU@wcb.ny.gov or it can 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 sox 4B,4C or 513 have 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(Article 9 of the Workers'Compensation Law)with.respect to all of their employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) J Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this fo1erm. D13-120.1 (12-21) IIIII'IIIIIIIIIIIIIII IIIIIIIIIIIIIIIIBIIuI' c - \ _ A ,... uff o=f- Co.ns:ur n:e�r. Affa irs: ►♦•�� -- _ - :c:'_ - - _ - _ _�gip♦}/. ♦ tr• :-='.jam—• ♦1 •a. o K ' —�.• ETA••=ER1NS NIA ,..11%10.RIA;L:=HIGHWAY :HAIJPI?A G :t s .,, - _ ,. _ U. 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'�id11 1111 iv •t�;,rr111 1 f ir,1�/1/�1 /\�.• .i�ri�Il/IIII�I�i1r" "���i♦IIf11111114cb o�i/1�j� • •�j•♦.: i i ' r��.�•1 L d�.f�►. r 5 - r���,� .'i 5 r1iT.�� .- /�5 ._�a1r1��IR�•1•r- /L ai�s�:.:{♦:♦�,�f /5, dai��i�1•f+'. /L �a�1�a.�1•�r ./i .•��:ii".a.�� /5 a=�I♦:A�.Ii11► J`5 a+fi�.�.♦Iiff►r /'.• ��I+1.:111�/ go;I I k,\- NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE � 0 A^A A A A 112875400 ROBERT C MANGI AGENCY INC 950 FRANKLIN AVE STE 100 GARDEN CITY NY 11530 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER BOULEVARD PLANNING INC TOWN OF SOUTHOLD BUILDING DEPT 220 MAIN ST TOWN HALL ANNEX HEMPSTEAD NY 11550 54375 ROUTE 25 PO BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE H2566 457-4 644249 03/12/2023 TO 03/12/2024 9/13/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2566 457-4, 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 JOHN STUMPF BOULEVARD PLANNING INC (A ONE PERSON CORP) 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 STAT SUR NCE FUND T �V DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:564651030 U-26.3 Additional Instructions for Form D13-120.1 By signing this form,the insurance carrier identified in Box 3 on this form is certifying that it is insuring the business referenced in Box 1 a for disability and/or Paid Family Leave benefits under the NYS Disability and Paid Family Leave Benefits Law. The insurance carrier or its licensed agent will send this Certificate of Insurance Coverage(Certificate)to the entity listed as the certificate holder in Box 2. The insurance carrier must notify the above certificate holder and the Workers' Compensation Board within 10 days IF a policy is cancelled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from coverage indicated on this Certificate. (These notices may be sent by regular mail.) Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in Box 3c,whichever is earlier. This Certificate is issued as a matter of information only and confers no rights upon the certificate holder. This Certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This Certificate may be used as evidence of a NYS disability and/or Paid Family Leave benefits contract of insurance only while the underlying policy is in effect. Please Note: Upon the cancellation of the disability and/or Paid Family Leave benefits policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Insurance Coverage for NYS disability and/ or Paid Family Leave Benefits or other authorized proof that the business is complying with the mandatory coverage requirements of the NYS Disability and Paid Family Leave Benefits Law. NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article, and not withstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits and after January first, two thousand and twenty-one, the payment of family leave benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b) The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article and notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits and after January first,two thousand eighteen,the payment of family leave benefits for all employees has been secured as provided by this article. 1013-120.1 (12-21)Reverse M THE EXISTENCE OF RIGHTS OF WAY UNAUTHORIZED ALTERATION OR ADDITION DRAWN MM CHECKED MM DATE SEPT. 2022 1 DRAWING & JOB NO. 22-651 AND/OR EASEMENTS OF RECORD IF TO THIS SURVEY IS A VIOLATION OF ANY, NOT SHOWN ARE NOT SECTION 7209 OF THE NEW YORK STATE GUARANTEED. EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING Area THE TT�/ �.f. THE LAND SURVEYOR'S INKED SEAL OR Premises known as: EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. # 410 South Oakwood Drive, Laurel GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. GUARANTEES ARE NOT TRANSFERABLE. C d' . day you LIP ?eG o � a o U� r—PIONer O O �e wp0a n� O ievde e 1\,N �o�o� �eto�ri�n9 w curb o o ''� I. �Me\aMewo� � o O 9 O° `�a �• s�°c�°ie fie/ / oe P C\ 66S o \ 6N -0 et etio���a9 f\o9Q O O o na o• � � o o 0 0� �� N F°u sot a T °nomco 6ea3g sties 61. \OAF g1 7ri 1 co - P�`°p1W � Eob p� EMo umeo� S°m \ood�°9 ++� h°t WF - p9 cti�o'oey 'm c0oc�ete 56p� � �� '` tceacb p5N 9iove\ i o a feats O° 99N a _ w <� * � �L �� �moeN obo -d' cacti p��f1' beo�oce O� p F E 1�j� / wp0a feoce jov umeot �o Go(o9e �01F NEW ytQ� PEL W Survey of Lot 12 Certified to: o MAP OF LAUREL PARK, PROPERTY OF RAVATONE REALTY CORP. MICHAEL STUMPF F� 0 1 FILED OCTOBER 5, 1925 AS FILE NO. 212 �O LAND SJ� situate at Laurel Town of Southold Michael W. Minto, L.S.P. C. Suffolk County, New York LICENSED PROFESSIONAL LAND SURVEYOR NEW YORK STATE LICENSE NUMBER 050871 District 1000 Section 145 Block 3 Lot 5 e7 Woodview Lane Scale 1 "= 20' Surveyed September 19, 2022 Centereach, N.Y. 11720 GRAPHIC SCALE PHONE/FAX: (631) 580-1202 20 0 70 1 40 1 CELLULAR: (631) 766-9714 IL N!� EMAIL: mikemintolspc®gmail.com ( IN FEET ) 1 inch = 20 ft. 5HEMT INDEX Boulevard Planning, P.C. AI.0 - TITLE SHEET Construction Consul tants 516-877-2001 51TE PLAN 05-1 - CODE SHEET NEW C5-2 - CODE SHEET ADDITION tf U AZ,o - OUNDA ION PLAN TO THE 1✓ T APPRO ED .AS NOTED S TUMPF DATE: 3 B.P.# A3 0 - PROPOSED FIRST FLOOR PLAN FEE_ LAU Flof5L, NE5W YORK 110495 PROPOSED SECOND PLDOR PLAN RESIDENCE NOTIFY BUILDING DEPARTMENT AT FOLLOWING 8AM C 4PM FOR THE A4.0 - ROOF PLAN / ROOF FRAMING PLAN FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REO'U'RED FOR POUREDi'ONCRr";FOR RISER DIAGRAM 2 ROUGH-FRAiJ1fl'dU& FLuMEB five BUILDING SECTION 410 S. OAKWOOD ROAD 3. INSULATION PLUMBER CERTIFICATION 4. FINAL-CONSTRUCTION MUST ON LEAD CONTENT BEFORE A�.O - ELEVATIONS LAUREL, NY 11948 BE COMPLETE FOR C.O. CERTIFICATE OF OCCUPANCY ALL CONSTRUCTION SHALL MEET THE SOLDER USED IN WATER REQUIREMENTS OFTHE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR SUPPLY SYSTEM CAN%/0T EI,O - CELLAR ELECTRICAL PLAN DESIGN OR CONSTRUCTON ERRORS EXCEED 2/10 Of- 1% LEAD. FIRST FLOOR ELECTRICAL PLAN R , �l0 5. OP�KWOOD izOA�D REVISIONS: DATE. COMPLY WITNI ALL CODES OF (south Oakwood Drive) ��RTH YORK STATE & TOWN CODES � 1 � ��- NEW O ELECTRICAL AS REQUIRED AND CONDITIONS OF INSPECTION REQUIRE© COBBLESTONE CURB z c�-n- 203 c FIRE HYDRANT � o APRON , UTILITY 0 i II Q �-01-� S ,r,,�.l T , II ,r BOARD POLE 5 ZO 00 00 E (o�J.00 4 W&M 09-22-20D Must provide Manuals � � TM� � rv.v' D, J and S as per 7JJ NYS Energy Cade � � FLAG POLE A TOM COM1 b �COCCUPANCY OR I 5YM15OL5 LIST U a. »�-2M l���'++� 66 LOT IZ X DE AIL NUMBER USE IS UNLAWFUL o T O �ItIITI�OUT CI_-RTIFICAT� Blower door' i r___________________ _35_FRONT YD. v DETAIL NUMBER � N CY and ductwork �... o I Z Z (p o X - X AX X ,IF OCCUPANCY testing required. Q I �' Q DWG. NUMBER w GRAVEL w p o c GRAVEL DRIVE DWG. NUMBER I- U X V pj �e A o i BUILDING SECTION/ELEVATION INTERIOR ELEVATION, RcTAfP� S 3 Oi�"•iI WATER RUNOFF Z W � w i � wl NEW I STY. A� ITIO �� SHADED AREA INDICATES ELEVATION USED PURSUANT TO CHAPTER 236 .All exterior lighting O �- I �I -JI (24.00 5Q. P .) I � X DETAIL NUMBER DETAIL NUMBER OF THE TO��N CODE. installed, replaced or v QI X � i `� I TRENCH I dJ AX AX repaired shall conform � o D I IN � PAVERS DRAIN , o DWG. NUMBER to Chapter 172 (o.(o' 1 DRoINII �� SECTION DETAIL 1�'LU(V1BIIVG, of the Town Cod- I�i.2 _,__ 1IL L PLUMfsING V/ASTE Z - WALK OUT BAY ADDITION DWG. NUMBER /T,WATER L.R E V'_E?� 8 WINDOW MARK 5EGTION/PLAN ENLARGEMENT T���1�"`�,�FORE COUERIN� GONG. v --- � r -�---------- (IZ,Io 50. FT.) . , - COVER p U � Generated by REScheck-Web Software NEW GARAGE CONVERSION / 5 REMODELST FLOOR A DOOR MARK C23(�.87 5Q. FT.) ILE (1,31(0.73 5Q. FT.) Compliance Certificate M15G. SECOND FLOOR P_Z�; SEE SCHEDULE! RK REMODEL CONG, PATIO (03243e 5Q. FT.) COVERICHIM. BRED ARProject M. Stumpf ResidenceEXISTING SHED Energy Code: 2018IECC ; O a E - + DEMO. EXIST. CHIMNEY ATIO f o EXISTING WALLS Location: New York, New York !- - -- -- -- -- EXISTING WALLS TO BE DEMOLISHED Construction Type: Single-family EXISTING 5HED N ZO° 00, 00° W �o5.00, ARBOR TO BE REMOVED L_____J Project Type: Addition TO BE REMOVED 0 PROPOSED WALLS (CONCRETE) Climate Zone: 4 (5362 HDD) EXISTING HOT Permit Date: TUB TO BE LEGAL DESCRIPTION: Q PPOP05ED WALLS (WOOD FRAME) Permit Number: REMOVED PLOT PLAN OF LOT IZ /® PROPOSED BRICK OR STONE MA50NRY MAP OP LAUREL PARK, PROPERTY OF RAVATONE REALTY CORD, Construction Site: Owner/Agent: Designer/Contractor: FILED OCTOBER 5, 10Z;5 A5 FILE NO, 212 PROP05ED CONCRETE MASONRY UNIT John E. Stumpf, P.C. 410 S.Oakwood Road Michael Stumpf John Stumpf, RA 51TUATED AT LAUREL, TOWN OP 5OUTHOLD, 5UFFOLK COUNTY, Laurel, NY 11948 Lau el Oakwood Road John E. Stumpf, P.C. NEW YORK. /, ����\ /I /�TION� Laurel, NY 11948 He Main Street D15TRICT 1000, SECTION 145, BLOCK 3. LOT 52 A V 1� Hempstead, NY 11550 •ARCHITECTS-ENGINEERS 516-877-0400 NOTE: ADD'L. ADDITIONAL HORIZ, HORIZONTAL •LAND SURVEYORS PLOT PLAN DERIVED FROM SURVEY BY MICHAEL W, MINTO, L.S.P.C. ALLOW. ALLOWABLE HT. HEIGHT 4a .wa DATED SEPT. 2022. ALUM. ALUMINUM J5T5. JOI5T5 220 Main Street .._ ._. __. .��_ ._. _._w.w.__... .�...�...-..�_ �..��..�..�......�.��.�..,�..,. .. ,,� ._..�..�... _ .... _ _ _ � Compliance: 21.21/o Better Than Code Maximum UA: 52 Your UA: 41 Maximum SHGC: 0.40 Your SHGC: 0.25 A.P.P. ABOVE FIN15H FLOOR LVL Hempstead,LAMINATED VENEER NY 11550 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. BARR. BARRIER LUMBER It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. MANUF, MANUFACTURED BD. BOARD Telephone Fax Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade �j MAX. MAXIMUM assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. AREA GALCULATI o ✓0 15M. BUILDING BM. BEAM MIN, MINIMUM 516-877-0400 516-746-8622 SPACE EXISTING AREA PROPOSED AREA BTHRM, BATHROOM M.L. MICROLAM 631-734-2011 516-538-4090 MW MICROWAVE Envelope .Assemblies CL& CEILINGEXISTING FIRST FLOOR L3Z6,02 50. FT, 1,07*&V 50. FT. CLO. CL05ET NOM. NOMINAL Internet: w-, w.blvdplan.com ( � •` a• • • 4' CONT. CONTINUOUS D.G. ON CENTER EXISTING 5ECOND FLOOR (032.88 5Q. FT. (P3Z,ee SQ. FT. or, OPENING CONC. CONCRETE PLYWR PLYWOOD THESE PLANS AND SPECIFCATIONS ARE INSTRUMENTS OF SERVICE Ceiling: Flat Ceiling or Scissor Truss 24 49.0 0.0 0.026 0.026 1 1 TOTAL CONDITIONED 5PACE 1,0570-80 50. FT. Z,208.77 5Q. FT, CORP. CORRIDOR AND ARE THE PROPERTY OF BOULEVARD PLANNING P.C. DIM. DIMEN51ON PROP. PROP05ED INFRINGEMENTS WILL BE PROSECUTED. Wall:Wood Frame, 16"o.c, 362 21.0 10.0 0.035 0.060 10 18 EXISTING GARAGE/STORAGE 3(01.7(0 50. FT. 112,719 50. FT, D.W. DISH WASHER P.T. PRESSURE TREATED Door: Solid Door(under 50%glazing) 18 0.400 0.320 7 6 . PTO. PAINTED DWG DRAWING EXISTING ARBOR 2019.45 50. FT. 0.00 5Q, FT. DATE: 03-03-23 Window:Wood Frame 50 0.320 0.320 16 16 EA. EACH RM. ROOM SHGC: 0.25 Floor:All-Wood Joist/Truss 237 21.0 10.0 0.030 0.047 7 it EXISTING SHED &0 ,47 SQ. FT. 0.00 5Q. FT. ELEV. ELEVATION R.O. ROUGH OPENING caEC1 ARCM Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other EXIST. EXISTING ,D. REQUIRED E' DR. BY: VMB r,��• ST T c calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in PROPOSED PORCH 0,00 5Q. FT. 24.00 5Q. PT. EXT. EXTERIOR UMoF r 5TL REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. F.A.I. FRE5H AIR INTAKE STI� STEEL GRAND TOTAL 2,r2V4.01 SQ. FT. FT. �IT� NOTES, FDN, MR. FLOOR 5T. STL. 5TAINLE56 STEEL A * SCALE: AS NOTED John E.Stumpf, R.A. 10/OZ/20Z3 i Name-Title Signature Date THK. THICK # ! FOUNDATION FT. FOOT/FEET TYP. TYPICAL a SITE AND ZONING DATA I. PITCH GRADE AWAY FROM THE BUILDING FTG. FOOTING U.O.N. UNLESS OTHERWISE CHKD: J.S. NOTED V ARC ZONING REQUIREMENTS FOR EXISTING CONDITIONS PROPOSED CONSTRUCTION GYP. BD. GYP5UM BOARD VERT, VERTICALLY E'67�M hi) Z. 5TORM WATER TO BE D15P05ED OP IN ACCORDANCE WITH °'ypao� LOCAL GODS REQUIREMENTS� LOT AREA. 8,449 S.F. 8,449 S.F. . IN. INCH(-5) V.T.R. VENT TO ROOF FRONT YARD SETBACK 81.8' 81.8' INFO. INFORMATION W/ WITH REAR YARD SETBACK 10.0' 10.0' 3. ALL TREES WITHIN 15'-0" OP PROP05ED CONSTRUCTION TO * SIDE YARD SETBACK 6.1'/9.9'/16'AGG. 6.1'/9.9'/16'AGG. BE PROTEGTER MAX. GROSS LOT COV. 1,961.63 S.F. =23.21% 1,712.68 S.F. =20.27% Project Title: M. Stumpf Residence a Report date: 10/02/23 4. ALL LANDSCAPING DAMAGED BY THE CONSTRUCTION e No MAXIMUM HEIGHT 25.00' 25.00 ' OPERATION TO BE REPLACED A5 REQUIRED. Data filename: r Page 1 of 1 F.A.R. 2,321.56 S.F. =0.27 2,221.56 S.F. =0.26 PROJECT NUMBER SHEET NUMBER 5. ALL DAMAGED CURBING, 5112EWALK5, ETC... TO BE �51TI E- FLAN REPLACED. A fwO (o. CHECK FOR UNDERGROUND UTILITIES PRIOR TO AI,O) 5GALE: I = 20-0 EXCAVATION. i Boulevard Planning, P.C. GENERAL NOTES' BOARD Cons Consultants ROOF NA I L I N� SGI �U E t t . Construction Consul _ L Wood Frame Construction Manual 5 j 6-$ �']_2001 N.T S. m 1a95 515G High Wind Edition TABLE 3,1 I. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS TO THE 51TE ---- --  -- _- - __A "'AFTER TIE PRIOR TO STARTING OF WORK AND HE SHALL FAMILIARIZE HIMSELF WITH STEEL _-- _. m-- T A---- `'THE INTENT OF THESE PLANS AND MAKE WORK AGREE WITH SAME. ---�, ELOGKIN� 2 EA 5 Joint Description Number of Nails Nail 5 acin BACK 4'-O" O.G. ROOF FRAMING NEW 2. CONTRACTOR OR OWNER SHALL OBTAIN A BUILDING PERMIT FROM THE I. ALL STEEL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE -- "- ` --' - -` - - SpECIFIGATIONS FOR THE DESIGN,FABRICATION AND ERECTION OF = Rafter to To Plate (Toe-nailed) per rafter TOWN OR VILLAGE PRIOR TO STARTING WORK. (IF REQUIRED) ��-"""--` `l -- -- - T T , STRUCTURAL STEEL FOR BUILDINGS".STEEL SHALL CONFORM TO ASTM ADDITION ION3. CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, A-36 AND A-501 --- -:--- -- ATTIC CeilingJoist to To Plate (Toe-nailed) er joist CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, ETC.,FOR WORK CONCRETE AND MASONRY � _ � .,TRAP TIE Geilin Joist to Parrallel Rafter (Face-nailed) 4 - I6D each la PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF. _ LINK# I - ATTACHMENT O SHEATHING Geilin Joist Lops over Partitions (Face-nailed) 4 - I6D each la TO THE I. ALL FOOTIN05 SHALL BEAR ON VIRGIN OR UNDISTURBED SOIL OF 2p00 TO ROOF FR MIND 4.PREVENTION L WORK SHALL CONFORM TO THE NEW PORK STATE UNIFORM FIRE P5F BEARING CAPACITY. THE CONTRACTOR SHALL VERIFY THE LEVEL OF + BLOCKING 2 BAYS Collor Tie to Rafter (Face-nailed) 4 - 90 S TUMPF NTIO AND BUILDING GODS AND ALL RULES AND REGLLATIONS OF THE LINK# 2 - G NNEGTION OF RAFTER er tie VILLAGE OF GARDEN CITY. ACCEPTABLE BEAR NG STRATA IN THE FIELD. $ TH TOP OF WALL BACK C 4'-0" O.G. Blockin to Rafter (Toe-nailed) 2 - 8D each end 2. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS AND 5. IF IN THE COURSE OF CONSTRUCTION A CO Rim Board to Rafter (End-nailed)NDITION EXITS WHICH RECOMMENDATIONS OF ACT-301-84. "SPECIFICATIONS FOR 57RXTURAL 2 - I60 each end SIDENCE D15AGREE5 WITH THAT AS INDICATED ON THESE PLANS,THE CONTRACTOR CONCRETE IN BUILDINGS"(Fc=3,500 P51),REINFORCING STEEL, IF ANY, LINK# 3 - CONNECTION OF TOP WALL FRAMING SHALL STOP WORK AND NOTIFY THE ARCHITECT. SHOULD HE FAIL TO SHALL CONFORM TO AS TM A-615 GRADE 60. TE TO STUD FOLLOW THIS PROCEDURE, AND CONTINUE WITH THE WORK,HE SHALL TOP PLATE TOP OF PLATE To Plate to To Plate (Face-nailed) i ASSUME ALL RESPONSIB;LITY AND LIABILITY ARISING THEREFROM. 3. ALL MASONRY UNITS SHALL BE GLEANED OF ANY DIRT OR DUST PRIOR TO ELEVATION VARIES _ LINK# 4 - CON EGTION OF SECOND FLOOR 2 - I6D er foot -� INSTALLATION TO ENSURE A SECURE AND PROPER BOND. TRAP TIE To Plates at Intersections (Face-nailed) 4 - I6D joints - each side b. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERGEDE SCALED SH ATHING TO HEADS DIMEN51ON5. ARCHITECT HAS NOT BEEN RETAINED FOR ON SITE LINK# 5 - CONNECTION F HEADER - -- _ Stud to Stud (Face-nailed) 2 - 16D 24" oz.INSPECTIONS AND/OR OBSERVATIONS OF THE CONSTRUCTION. MECHANICAL TO ADJACENT EX IOR WALL Header to Header (Face-nailed) 410 S. OAKWOOD ROAD BLOCKING 2 BAY5 16D 6" o.c. olon ed e T. ALL REMAIN AND SPECIFICATIONS THE INSTRUMENTS H SERVICE ARE AND I. RADIATORS AND BASEBOARD CONVECTORS SHALL BE LOCATED BELOW To or Bottom Plate to Stud (End-nailed) 2 - I6D per SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT innn BACK @ 4'-O° O.G. 2x4 Stud LAUREL NY 11 FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO BE WINDOWS WHERE POSSIBLE OR ADJACENT TO DOORS AND WINDOWS. SIZE 948 USED ON ANY OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT C CONVECTORS TO BE CALCULATED BY THE PLUMBING AND/OR HVAG 3 - 16D er 2x6 stud , BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE CONTRACTOR. ARCHITECT. 2. FIRST AND SECOND FLOORS SHALL BE ZONED SEPARATELY. 4 - I&D I er 2x8 stud _ Bottom Plate to Floor joist, 8. OMISSIONS OR ERRORS CONTAINED IN THE DRAWING AND SPECIFICATIONS 3. HVAC DUCTS TO BE HIDDEN WITHIN WALLS AND CLOSETS WHEREVER FIRST FLOOR Band�oist, End�oist or Blocking (Face-railed) DO NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH ALL POSSIBLE. FINAL LOCATIONS SHALL BE APPROVED BY THE ARCHITECT LINK# 6 - GONNECTI OF WALL TUD TO FLOOR 2 - I6D 1,2 per foot APPLICABLE STATE AND LOCAL CODES. AND/OR OWNER. TO FLO FRAMING CONNE'r TION FLOOR FRAMING REVISIONS: D 4. EXPOSED DUCTS IN CRAWL SPACES OR ATTIC AREAS SHALL BE � DATE: 9. ALL WOI�K SHALL BE PERFORMED IN A WORKMANLIKE MANNER AND THE INSULATED. SITE SHALL O GLEANED UP AT THE END OF EACH WORK DAY,CLEAR of FIN15H SECOND FLOOR rLINK# 3 - CONNECTION OF TOP BLOCKING 2 BAYS Joist to Sill, To Plate or Girder (Toe-roiled) 4 - SD per joist ' N.Y.S. ENERGY CODE STATEMENT Bridging to Joist (Toe-nailed) �'.� ISSUE 05-31-2023 - - - ELEVATION +8'-ID" ANY H :_ARDOUS CONDITIONS. BACK © 4'-0" O.G. 2 - SD each end 10. THE CONTRACTOR SHALL ENSURE THAT ALL REQUIRED INSPECTIONS ARE I. THE ARCHITECT HAS EXAMINED THESE PLANS AND SPECIFICATIONS AND,To LINK# 4 - CONNECTION 0 Blockin to Joist (Toe-nailed) 2 - 8D each en 2 ISSUE _ GALLED FOR IN A TIMELY MANNER, d 2 08-II 2023 TOGTHE BEST OF HI5 KNOWLEDGE,THEY COMPLY WITH THE REQUIREMENTS WITH Gable End _Wall Bracing Blocking to Sill or To Plate (Toe-nailed) 3 - I6D each block II. THE ETHER TO SA SHALL ENSURE THAT ALL TRADES COOPERATE THE NEW YORK STATE ENERGY CONSERVATION CODE. SHEATHING TO HEADER - A ISSUE 09-0 - THE TRADES. HE SHALL ADVISE THEM OF CONDITIONS NECESSARY EACH OF N.T•5. Led er Strip to Beam (Face-nailed) 3 - I6D each joist - FOR THE CARPENTRY LINK# 5 - CONNECTION F HEADER CS 1 � 2m23 T R COMPLETION OF WORK OF EA PROPER INSTALLATION OF EA( TRADE. I ___ _._.. _ _- _ TO ADJACENT EX IOR WALL Joist on Ledger to Beam (Toe-nailed) 3 - 8D per joist WOOD FRAMING I. ALL LUMBER SHALL BE NUMBER 2 DOUGLAS FIR OR 1,200 P51 HEM-FIR. Bond Joist to Joist (End-nailed) 3 - I6D per joist I. DESIGN LOADS: FIRST FLOOR -40 /SF LIVE LOAD 2. ALL JOISTS SHALL HAVE SOLID BRIDGING AT 8'-0"O.G. Band Joist to Sill or To Plate (Toe-nailed) 2 - I6D ROOF - 45#/SF - LIVE LOAD 1 3. ALL EXTERIOR AND BEARING WALLS SHALL HAVE "CATS" AT MIDPOINT. per foot SECOND FLOOR - 304/5F LIVE LOAD ALL DOOR OPENINGS, ARCHE5,AND WINDOWS SHALL HAVE "CATS" ON �-- CEILING - 30#/5F -LIVE LOAD EACH SIDE. SIMPSON STRONG-TIE I- o„ ROOF 5HE-ATHIN- 4. ALL PLATES AND SLEEPERS SHALL BE PRESSURE TREATED LUMBER. LINK# 6 - CONNECTION O ALL G516 CONNECTOR MIN. Structural Panels 8D 6" ed e/b" field 2. DESIGN TIMBER 5TRE55 - DOUGLAS FIR SOUTH,NO. 2 GRADE FB = 5. UNLESS OTHERH15E NOTED,ALL PLATES ARE TO BE SECURED TO THE TO FLOOR f' MIND Diagonal Board Sheathing &25 PSI,E = 1,200,000 P51. FOUNDATION WITH�" DIAMETER GALVANIZED "J" BOLTS a 4'-0" O,C. USE 22 - IOd x 1 1/2 3. 6. ALL PLATES AND SLEEPERS OR ANY OTHER WOOD IN CONTACT WITH GALVANIZED NAILS I" x b" or I" x V 2 - 5D per support FINISH FIR FLOOR LINK# 1 - CONNECTION - JOIST - h" 1" x 10" or wider 3 - SD er su ort L HEADERS SHALL BE 2 2'X6' 8 2 X4" WALLS $ (3, 2'X6' WALLS ' CONCRETE,CONCRETE BLOCK,MORTAR,SOIL,TERMITE SHIELDS,ETC. ® 2"Xb"WALLS UNLE55 NOTED OTHERWISE. ELEVATION +O'-D" TO PLATE �'. "_--� SHALL BE PRE55URE TREATED LUMBER. 4. ALL HEADERS SHALL BE ON 4"X4" P05T 0 2"X4"HALLS OR 4"Xb" 1. ALL PLATES SHALL SIT ON ALUMINUM TERMITE SHIELDS. GRADE CEILING SHEATH!N;7 .: 7 POST® 2"X6" WALLS UNLESS NOTED OTHERWISE. "' F - � ��' '� CLEAR G psum Wallboard 5D coolers 8. ALL OPENINGS SHALL BE DOUBLE FRAMED,ALL AROUND. LINK# S - CONNECTION OF WALL q. TREATED LUMBER SHALL BE SOUTHERN YELLOW PINE,PRESSURE TREATED, TO FOUNDA ION SPAN WALL SHEATHING 5. ALL COMPONENTS SHALL BE ANCHORED AND CONTINUOUSLY 40 YEARS MINIMUM, CONNECTED FROM THE FOUNDATION To THE ROOF TO PREVENT 10, ALL JOISTS ALIGNED WITH PARTITIONS ABOVE SHALL BE DOUBLED. Structural Panels 6 edge/e/ 6 field 8D COLLAPSE OR PERMANENT LATERAL MOVEMENT UNDER WIND FORGES. II. UNLESS OTHERWISE NOTED,ALL OPENINGS SHALL HAVE MINIMUM 2-2X8 6. FASTENERS AND CONNECTORS TO FLOOR BEAMS AND BRACING HEADERS WITH�"PLYWOOD PLATES,GLUED AND SPIKED BETWEEN THE Fiberboard Panels SHOULD BE OF CORRO5ION RE515TANT MATERIALS AND SHOW NO MEMBERS. �I 1/16" bD EVIDENCE OF CORROSION OR DETERIOATION WHICH MIGHT REDUCE 12. ALL WOODEN HEADERS SHALL BEAR ON 4X4 POSTS,MINIMUM, 3" edge /b" field I'-0" SD THE ABILITY OF THE STRUCTURE TO RESIST WIND EFFECTS, 13, ALL FLITCH PLATE HEADERS SHALL BEAR ON 4X6 POSTS,MINIMUM. 25/32" 3" ed e /b" field Wallboard G sum 1. ALL FA57E,IER5 AND CONNECTORS INCLUDING NAILS,BOLTS,STEEL FINISHES _ PROVIDE MINIMUM I I " MIN. 5D coolers 7" edge/ 10" field WIND ANCHORS,AND TRU'55 PLATES ARE TO BE HOT DIPPED GALVAN ZED. - - -" _ 8.GABLE ROOFS SHALL BE STABILIZED BY INSTALLING 2x4 INCH I. UNLESS OTHERWISE NOTED,ALL MOLDINGS AND FINISH MATERIALS SHALL END DI5TANGE Hardboard 8D 6" edge/b" field BLOCKING ON 2-FOOT CENTERS BETWEEN THE RAFTERS AT EACH MATCH EXISTING A5 CLOSELY AS POSSIBLE AND SMALL BE APPROVED BY EQUAL NUMBER OF Particleboard Pane's 8D 6" edge/e/ 6" field GABLE END FOR A DISTANCE OF & FEET TOWARD THE BUILDING THC OWNER. SPECIFIED NAILS IN Diagonal Board Sheathing INTERIOR FROM EACH GABLE END. 2. ALL SHEETROGr SHALL BE POWER-SCREWED IN PLACE.ALL 5HEETROGK q. MAINTAIN 2" MINIMUM CLEARANCE BETWEEN ALL STRUCTURAL FRAMING JOISTS SHALL BE TAPED AND SPACKLEO WITH THREE COATS OF JOINT I" x b" or I" x 8° 2 - SD MEMBER5 AND FIREPLACE OR CHIMNEY MASONRY. COMPOUND,5ANJED AND READY FOR PAINT. er support 10. ALL FLOOR JOISTS SHALL BE LATERALLY SUPPORTED BY BRIDGING OR 3. PLYWOOD 5US-FLOOR5 SHALL BE POWER-SCREWED DOWN TO JOISTS OR NOTE: I" x 10" or wider 5 - 8D er support SLEEPERS. BLOCKING® INTERVALS NOT EXCEEDING EIGHT FEET. STRAP TIES TO BE PLACED FLOOR SHEATHING II, ALL RAFTERS 5HALL BE ANCHORED TO FRAMED HALLS WITH "HURRICANE 4. ALL TUBS AND SHOWER ENCLOSURES AND PLATFORMS SHALL BE COVERED AT 16" 0.0 WITH "WONDERBOARD", ALL OTHER BATHROOM HALLS SHALL BE COVERED _ 2 Critical Load Path Structural Panels CLIPS"r Ib"ON CENTER. 5. IN AREAS INHERE RESISTANT(BLUE)51-EETROCK, - ----- -- _- - I" or less 12. ALL 'MICRO-LAM LAMINATED VENEER LUMBER TO BE DOUGLAS FIR AS BD bed e/ 12 field *' t��' r. �'`�, ,�• T S CS I N.T.5. DRAWING I5 DIAGRAMMATIC, ONLY 8 15 NOT REFLECTIVE OF ACTUA! MEMBER 51ZE5 8 Typ Strap Roof/Wall Tle Detail MANUFACTURED BY TRUS JOIST CORP.OR EQUAL. SIZES AS INDICATED ON TOOTHED-I WALLS ARE REMOVED,FINISH FLOORS SHALL BE greater than I" IO D b ed e /6 field �; ; PLANS. MICRO-LAM INSTALLATIONS SHALL BE IN STRICT CONFORMANCE N"To MATCH EXISTING FINISH FLOORS. OR TYPES. FOR THI5 PARTICULAR PROJECT SEE FLOOR PLANS $ SECTIONS. --- -___ - -_- - --- - ---- CS l ---- ---- TH MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. b. UNLESS OTHERWISE NOTED,ALL CLOSETS SHALL HAVE A POLE HUNG AT Dia oral Board 5heathin �� ��> / r , 13. ALL METAL. JOIST HANGERS AND OTHER METAL CONNECTORS REQUIRED 5'-b" HITH A SHELF OVER THE POLE. I" x b" or I" x 8° 2 - SD � •` • ' 'k � 1, ALL NEW WORK SHALL RECEIVE ALUMINUM GUTTERS AND LEADERS. er�su ort HALL BE "SIMPSON STRONG-TIE CONNECTORS"OR EQUAL AND SHALL BE :..y. 1 CAPABLE OF HANDLING LOADS® CONNECTION POINTS. INSTALLATIONS SHALL 8. UNLE55 OTHERWISE NOTED,ALL NEW BATHROOMS SHALL HAVE A TOWEL G520 x IS° MIN. I" x 10° or wider 3 - SDsupport "� �` � "' '• ` -Y ICE $ HATER SHIELD TO BE er BE IN STRICT CONFORMANCE WITH MANUFACTURER5 SPECIFICATIONS. BAR,TWO 50AP DISHES,A TOOTHBRUSH HOLDER AND A TOILET PAPER 2" TOP LAP 24" FROM EDGE OF ROOF HOLDER,MINIMUM, MET. DRIP I. Nailing requirements are based on wall sheathing nailed b"on-center at the panel edge. If wall sheathing is \ ' 14. DOUBLE INC-J105. UNDER ALL PARTITIONS PARALLEL TO SAME AND AROUND EDGE AFFV 4 TOP LAP nailed 3 on-center oth the panel edge to obtain higher shear capacities,nailing requirements for structural ALL OPENINGS. q. UNLESS OTHERWISE NOTED,ALL NEW POWDER ROOMS SHALL HAVE H OVER FELT UNDERLAYM NT 15 LB members shall be doubled,or alternate connectors,such as shear plates,shall be used to maintain the load TOWEL BAR,SOAP DISH,TOOTHBRUSH HOLDER AND TOILET PAPER HOLDER, ALONG RAKE ASPHALT FELT h ._ 15. PLYWOOD DECKING SHALL BE EXTERIOR GRADE PLYWOOD • MINIMUM. 2. ln-wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to WOOD ASPHALT ROOFING ELECTRICAL _ r be reduced to I - 10 nail per foot. ' - - - � . _-- I � 1. ASPHALT 5HINGLE5 SHALL HAVE SELF-SEAL STRIPS OR BE INTERLOCKING. I. ALL ELECTRICAL WORK SHALL BE DONE AS PER GOVERNING LOCAL GOD_. ° DECK , ll Wind-Bourne Debris Protection E. Stumpf . . 2. FASTENERS FOR ASPHALT 5HINGLE5 SHALL BE GALVANIZED STEEL,5TAINLE55 STEEL, 2, ELECTRICAL SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE (VARIES) ohn __ OR COPPER00 G IL -MIN. 12 GAUGE SHANK WITH A MIN.3/8" VIA. HEAD. INSTALLED A5 PER NEW YORK STATE CODE REQUIRE-MENTS. m , P C � • CS I 3. ASPHALT STRIP SHINGLES SHALL HAVE A MINIMUM OF 51X FASTENERS PER SHINGLE, 3. EXISTING ELECTRICAL SERVICE SHALL BE RELOCATED A5 REQUIRED TO 'ARCHITECTS•ENGINEERS' FACILITATE NEW CON5TR'JrTION. LOCATION SHALL BE APPROVED BY THE METAL GLAZING ARCHITECT AND/OR OWNER m NAILING DRIP -LAND SURVEYORS- 4. ELECTRICAL 5ERVICE SHALL BE UPGRADED TO ACCOMODATE THE NEW ° ° ?" STARTER STRIP WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE I. IDENTIFICATION. EXCEPT A5 INDICATED IN SECTION R30L$1.1 EACH CONSTRUCTION AND REPLACED WERE DEFICIENT °° L5U2b HANGERS OR COURSE Of FOR WOOD STRUCTURAL PANELS 220 Main Street 5HINGLE5 INVERTED a,bc,d NE OF R506.4 GLAZING INSTALLED IN HAZARDOUS LOCATIONS AS DEFINED IN 5. ANY ALUMINUM WIRING ENCOUNTERED DURING CONSTRUCTION SHALL BE Rid e Stra / teCO A5 PER TABLE R301.2.1.2 Hempstead, NY 1 1550 SECTION:SIONA SHALL BE PROVIDED WITH A MANUFACTURER'S OR INSTALLER'S REMOVED AND REPLACED WITH STANDARD BX OR ROMEX WRING. 4 g_ p START FIRST COURSE FASTENER SPACING LABEL,DC-51GNATING THE TYPE AND THICKNESS OF GLA55 AND THE SAFTEY GLAZING IMP50N STRONG-TIE WITH FULL STRIP _ „ --- T D RD WITH WHICH IT SHALIE ENHIC ACID 15 ETCHED, SE IN THE FINAL PLUMBING CS l FASTENER PANEL SPAN 4 FOOT Telephone INSTALLATION. THE LABEL SHALL BE ACID ETCHED,SAND BLASTED, _ _._ PER RAFTER INSTALLED UNDER PLYWOOD START RFULLI STRIP 0 UR5E 5TART SECOND TYPE < 4 FOOT < PANEL SPANpi_.5 AN Fax CANNOT -FIRED,EMBOSSED MARK,OR SHALL BE OF A TYPE WHICH ONCE APPLIED WITH CEILING COLLAR :IES AT 32 O.G. COURSE WITH FULL < b FOOT 5 l 6-877-0400 516-746-8622 CANNOT BE REMOVED WITHOUT BEING DESTROYED. I. EXISTING H05E BIBS SHALL BE RELOCATED AS REQUIRED. G520 x IS" MIN. WITH ('1) IOD COMMON NAILS MINUS FIRST TAB STRIP MINUS I/2 TAB " EXCEPTION: TEMPERED SPANDREL GLASS MAY BE IDENTIFIED BY THEMANUFACTURER 2. UNLE55 OTHERWISE NOTED,ALL PLUMBING SHALL BE AMERICAN STANDARD 2 1/2 #6 „ 12„ 631-734-201 1 516-538-4090 WITH REMOVABLE PAPER LABEL OR KOHLER. 3 Hurricane_Cli Detail NOTE: WOOD SGREW5 16 3. PLUMBING PERMIT TO BE FILED SEPARATELY BY THE CONTRACTORS - - -p ALL ROOF 5HINGLE5 SHALL HAVE A MINIMUM OF 51X FASTENERS PER 5HINGLE. 2 1/2' #8 PLUMBER. CS1 LIMP50NSTRONS-TIE-M-21 FASTENERS SHALL BE MIN. 12 GAUGE SHANK GALVANIZED NAILS H/ MIN. 3/8" DIA. HEAD I 16° 16° Internet: www.blvdplan.com 4. COPPER PIPING SHALL BE USED FOR ALL WATER SUPPLY. WOOD 5GREW5 12" a: This table is based on 100 mph wind speeds and a 33-foot mean roof height. 9 Asphalt Roof Shingle Detail. b: Fasteners shall be imtoiied at opposing ends of the wood structural panel. THESE PLANS AND SPE;CIFCATIONS ARE.INSTRUMENTS OP SERVICE, c: Nails shall be IOd common or 12d box nails. AND ARE THE PROPERTY OF BOULEVARD PLANNING P.C. CSl - d: Where screws ore attached to masonry or masonry/stucco,they shall be attached utilizing vibration-resistant anchors INrRTNGEMENTS WILL BE PROSECUTED. SHINGLE GAP having a minimum ultamite withdrawl capacity of 440 pounds. RIDGE VENT PROVIDE 50LID BRIDGING 20 GA.COIL STRAPPING® 16"or, 1/2" SPACING ALLOWS �� DATE: 03-03-23 ( Fl BY "SIMP50N STRONG TIE" �5IMP50N STRONG-TIE-(H-2.5) HOLDO'HIN INSTALLATION—/ • J _I HIP RAFTER / ENDWALL �\�EBARCy�T DR. BY: VMB EXHAUST AIR ' ASPHALT SHINGLES 1/2"PLY ROOF °o CORNER STUD CONNEGTED FELT PAPER TO TRANSFER SHEAR SCALE: AS NOTED SHEATHING(TYP.) MT512 I° I NCP2 bb I, � � FTER 0 12 Desi n Criteria Nn. a CHKD: J.S. • • CS l AMERIGAN FOREST AND PAPER A550GIATION (AF$PA) HOOD ti ' HOEDOWN 2-I6d COMMON NAILS ®6" FRAME CONSTRUCTION MANUAL FOR ONE- AND THO-FAMILY O.G. DNELLIN05 (HFGM) 1g95 HIGH WIND EDITION 51MPSON.. LTT 131 CLIMATIC_AND GE_OG_RAPHIC DESIGN_ LLS0 RIDGE CRITERIA 2-2'x TOP PLATE H/L5U2,5 HANGERS or - -----_-- F WIND SUBJECT TO DAMAGE FROM l ip=l Zafter Connection yo`f�(` GROUND SEISMIC DESIGN FROST LINE ICE SHIELD FLOOD WINTER UNDERLAY- HAZARDS _ y� _ DESIGN MENT PROJECT NUMBER SI ILI 'T'NIJMBLR Simpson Strong-Tie Tie LOAD SPEED(mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED OUTSIDE 5 Ridge Vent W/ Strap Detail 6 g 45 PSF 130 MPH B SEVERE 3 FT MODERATEMEAVY SLIGHT/MODERATE 11 REQUIRED FLOODPLAIN CS 1 - -- CS 1 --- CS 1 ----- 10 Typical Corner Stud Holdown Detail SIMPLON 5TRONO-TIE-L5U26^1ANOERL At Cantilever 5'MPLON STRONG-TIE-(H-2.5) CS l • C 1 Boulevard Planning, P.C. Construction Consultants 516-877-2001 RIDGE STRAPPING i NEW ADDITION -- - TO THE GENERAL WIND PROTECTION CON -1 "/'.` NECT ON NOTES S TUMPF RAFTER TO WALL HOLDDOWN ANCHORS - ,;.� ��,_. RAFTER TO WALL RAKE OVERHANG WINDOW SILL PLATE ! - - - CONNECTION `,-,,., --= ! CONNECTION REQUIRED FOR CONNECTIONS =- --- -- - =' ASSEMBLY FOR ALL CONNECTIONS AND TECHNIQUES TO BE IN ACCORDANCE WITH THERESIDENCE ! OUTLOOK - TYPE i � 11 SHEAR ` ' FOLLOWING MANUALS. ! I I i _ WALLS - � ' A) 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION. c�O N N ECTI O N S HEADER SPAN UPLIFT Ib5 B) 55TD 10-99 STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION. (6 PANEL EDGE j C) A5CE 7-02 (REVISED FROM 7-98) MINIMUM DE51GN LOADS FOR BUILDINGS AND RAFTER UPLIFT 2' 254 NAILING) LBS 4' So4 410 S. OAKWOOD ROAD SPAN � i OTHER STRUCTURES III , i 12" O.C. 351 6' 762 WALL OLDOWN CAPACITY i '! LAUREL NY 1 1 4 16" O.C. 451 I HEIGHT LB5 9 8 j 8' 1016 81 3375 l Ij THE GENERAL CONTRACTOR AND FRAMER SHALL REFER TO ABOVE MANUALS FOR WIND 10' 1270 g 3800 PROTECTION FOR PROPER INSTALLATION ALL OTHER CONSTRUCTION SHALL BE IN 10' 4225 ! H DD WNS WHERE ACCORDANCE WITH NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE. WALL TO WALL !, OL O REQUIRED _ Ih - 12 1524 WALL TO WALL REVISIONS: DATE: 14' 1778 - CONNECTION CONNECTION 16' 2032 ji / 1 ) RIDGE TO RAFTER ASSEMBLY. t� issuE 05-31-2023 1 - 114" x 20 GAUGE METAL STRAP SHALL BE ATTACHED TO EACH PAIR OF RAFTERS. 2 ISSUE 08-11-2023 WHEN A COLLAR TIE IS USED IN LIEU OF A RIDGE STRAP THE NUMBER OF I Od COMMON NAILS REQUIRED IN EACH END OF THE COLLAR TIE 15 NOT TO EXCEED ISSUE 09-0'1-2023 THE TABULATED NUMBER OF 8d IN THE STEEL STRAP. 2) RAFTER TO WALL ASSEMBLY. UPLIFT CONNECTIONS FOR RAI=TER TO WALL, WALL i LATERAL FRAMING AND SHEAR CONNECTIONS FOR RAFTER, CEILING, JOISTS OR TO WALL, AND WALL TO FOUNDATION I ' ! TRUSS TO TOP PLATE SHALL BE IN ACCORDANCE TO CHART INCLUDED. i - USE 4-8d COMMON NAILS PER RAFTER AND/OR CEILING JOIST TO TOP PLATE ROOF SPAN CONNECTION CAPACITY MIN. 8d NAILS NOTES ! I' CONNECTION AT WALL HEIGHTS UP TO I O' AND AT RAFTER/CEILING JOISTS LBS REQUIRED SPACING @ I G" O.C. FOR AN ALTERNATIVE FOR LATERAL AND SHEAR CONNECTION HOLDDOWNS WHERE REQUIRED . WHEN RAFTER OR TRU55 DO NOT FALL IN LINE WITH STUDS BELOW RAFTERS OR 12' 427 4 WALL TO FOUNDATIOP ; /ALL TO FOUNDATION 6 52G 5 CONNECTION CONNECTION TRUSSES SHALL BE ATTACHED TO THE WALL STUD WITH UPLIFT CONNECTIONS. ' , - III / 20' 626 5 ` 3) WALL ASSEMBLY TO WALL ASSEMBLY. 24' 72G 6 j WALL STUDS ABOVE AND STUDS BELOW SHALL BE ATTACHED WITH UPLIFT - - ! CONNECTORS. 28' 526 7 GIRDER STRAPPING WHEN WALL STUDS ABOVE DO NOT FALL IN LINE WITH 5TUD5 BELOW, THE STUDS 32' 927 (5 SHALL BE ATTACHED TO A COMMON MEMBER IN THE FLOOR ASSEMBLY WITH UPLIFT 30 770 7 12" O.C. CONNECTIONS. - I - WINDPA 4) WALL ASSEMBLY TO FOUNDATION.FIRST FLOOR WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION, SILL PLATE, OR `.. I .` . BOTTOM PLATE WITH UPLIFT CONNECTORS. STEEL STRAPS SHALL HAVE A MINIMUM EMBEDMENT OF 7 INCHES IN CONCRETE FOUNDATIONS AND SLAB-ON-GRADE, 15 RIDGE STRAPPING j HEADER GIRDER CONNECTIONS INCHES IN { MASONRY BLOCK FOUNDATIONS, OR BE LAPPED UNDER THE PLATE AND NAILED IN F OR 16�t O . C. RAFTERS ACCORDANCE WITH TABLE 3.38 WIND EDITION WOOD FRAME OF 5BC 1055 HIGH W ROOF HEADER UPLIFT LATERAL ! I ' CONSTRUCTION MANUAL. WHEN THE STEEL STRAP 15 LAPPED UNDER THE BOTTOM PLATE SPAN SPAN LBS LBS ROOF ROOF CONNECTION CAPACITY t I; 3 SQUARE WASHERS SHALL BE USED IN THE ANCHOR BOLTS AND THE ANCHOR BOLT HEADER STRAPPING i! SPACING SHALL NOT EXCEED 72 O.C. FOR BUILDINGS WITH A CRAWL SPACE OR �` PITCH SPAN LBS 2 469 254 ` . 1 12 644 41 939 504 ;I BASEMENT. BUILDINGS WITH A SLAB-ON-GRADE SHALL HAVE ANCHOR BOLTS AT A 3: I2 6 1405 762 I G, 858 SILL CONNECTORS, MAXIMUM OF 32" O.C. STEEL STRAPS EMBEDDED IN OR IN CONTACT WITH 20' 1073 8' 1878 I0I6 i SLAB-ON-GRADE y. HOLDDOWN ANCHORS.. I 0 2347 - .__ ! OR MASONRY BLOCK FOUNDATIONS SHALL BE HOT DIPPED GALVINIZED COATED. 20 I�; OLDDOWN ANCHORS 24' 1287 1270 2 508 12 28 17 1524 16' 678 14' 328G 1 778 ! '; 5) HOLDDOWN5. HOLDDOWN SHALL BE PROVIDED AS SPECIFIED IN THE SHEAR WALL REQUIREMENTS OF -- - TABLES 3.5A-B FOR WALL TYPE I OR TABLE 3. I G FOR WALL TYPE II SELECTED IN John E. Stumpf, P.C. 20' 847 16 3756 2032 ACCORDANCE WITH 3.4.4.2 FROM THE 5BC 1995 HIGH WIND EDITION WOOD FRAME 4: 12 _ -- 24' 101 7 2' 620 254 I CONSTRUCTION MANUAL. A CONTINUOUS LOAD PATH FROM THE HOLDDOWN TO THE -ARCHITECTS _ _ CHITECTS-ENGINEERS 28' 1 186 4' 1 239 504 FOUNDATION SHALL BE MAINTAINED. WHERE A HOLDDOWN RESISTS THE OVERTURNING -LAND SURVEYORS• 6' 1850 762Ty"PICAL LOAD FROM THE STORY OR STORIES ABOVE, THE HOLDDOWN SHALL BE SIZED FOR THE 220 Main Street 32' 1357 ��] � � L l REQUIRED HOLDDOWN CAPACITY TENSION CAPACITY AT ITS LEVEL. PLUS THE REQUIRED _. �v 1 12' 392 28, 8' 2479 I 0 16 HOLDDOWN TEN51ON CAPACITY OF THE STORY OR STORIES ABOVE. Hempstead, NY 115 50 16' 523 10' 3098 1270 _ 12' 3718 1524 6) CONNECTIONS AROUND WALL OPENINGS. Telephone Fax 20 653 5 16-877 0400 516 746 8622 - - HEADER AND/OR GIRDER CONNECTION SHALL BE ATTACHED WITH UPLIFT CONNECTIONS. 5: 12 24' 783 1 4 4338 1778 631-734-201 1 516-538-4090 MIN . NAIL SPACING FOR WALL SHEATHING 28' 915 16 4958 2032 -- - _ _.- . ! - . - 7) WINDOW SILL PLATES. Internet: www.blvdplan.com 32' 1045 li 2' 770 254 ATTLA MI kA E TS NAIL SPACING AT NAIL SPACING AT INTERMEDIATE WINDOW SILL PLATES AL50 SHALL HAVE STEEL CONNECTIONS. PANEL EDGES SUPPORTS IN THE PANEL FIELD 2x4 WALL SILL PLATE (FLAT), I -PLY FOR OPENING UP TO 4'- 1 " AND 2-PLY FOR 36' 1 1 76 4 1540 504 - OPENING UP TO G'-0" TIIFSIE PLANS AND SPECIFCATTONS ARE INSTRUMENTS OF SERVICE ! 6' 23 I 0 762 4' EDGE ZONE G" O.C. 12" O.C. AND ARE THE PROPERTY OF BOULEVARD PLANNING P.C. 12' 351 _ 2x6 WALL SILL PLAT (FLAT), I -PLY FOR OPENINGS UP TO 5'- I I " AND 2-PLY FOR INFRINGEMENTS WILL BEPROSECUTED. INTERIOR ZONE G" O.C. 1 2" O.C. 16' 468 8' 3051 10I 6 OPENING UP TO 8'-9" - - - . 20' 585 10' 3851 1270 8) CATHEDRAL CEILINGS. DATE: 03-03-23 6: 12 24' 702 12' 462 I 1524 WHERE RIDGE 15 TO BE USED AS A STRUCTURAL BEAM, THE RAFTERS SHALL BE 28' 81 9 14' 5391 1778 �S� L� bTUMo�c� DR. BY: VMB _ NOTCHED AND ANCHORED ON TOP OF THE BEAM OR SLOPE CONNECTORS SHALL BE 16' 6 16 I 2032 ATTACHED TO EACH RAFTER TO RIDGE ALONG THE OPEN CEILING PART OF THE BUILDING. P CONNECTIONS TO THE RIDGE AND WALL SHALL BE THE SAME AS ABOVE REQUIREMENTS,36 1053 ----- - __ _ A F SCALE: AS NOTED MIN . NAIL SP_ LING FORR00SHEAT_ RING W/ ; 12' 326 9) A MINIMUM OR THREE (3) STUDS SHALL BE PROVIDED AT EACH CORNER IN AN Nn.n " CHKD: J.S. p 16 435 R00 RAE I\5 @ I • C . EXTERIOR I' WALL. USE TWO (2) JACK STUDS ON EACH 51DE OF ALL WALL OPENINGS REQUIRING A 20' 544 NAIL SPACING AT NAIL SPACING AT INTERMEDIATE LOCATION PANEL EDGES SUPPORTS IN THE PANEL FIELD HEADER UNLESS OTHERWISE NOTED. 7: 1 2 24' G52 - - USE TWO (2) FULL LENGTH STUDS ON EACH 51DE FOR OPENINGS UP TO 0-0" AND 28' 76 I 4' PERIMETER EDGE ZON 6" O.C. 6" O.C. I2: I2 THREE (3) FOR LARGER OPENINGS UNLESS OTHERWISE NOTED. � - - _ _ - l 32' 870 d INTERIOR ZONE G" O.C. 12" O.C. GALE I_ ! RAK E RAKDE TRU55 ><'RO.iP.CT NUMBI?R SFTT:C"f NCJMI3F.,TZ WALL 36 979 1 ==- cv- 4 O.C. - 4 O.C. ISM 'd Boulevard Planning, P.C. Construction Consultants 516-877-2001 NEW ADDITION TO THE S TUMPF A RESIDENCE A4.o 410 S. OAKWOOD ROAD LAUREL, NY 11948 4e-7° REVISIONS: DATE: Q DEMO. EXISTING Q CO-1111-2=3 FIREPLACE AND CHIMNEY DOWN TO Q l 05-®'9-2m3 FOUNDATION CRAWL 5PAGE CELLAR WALL MOUNTED BOILER. EXISTING X o VENT TO EXTERIOR w O o PATCH EXISTING 8" TYPE "X" GYPSUM BOARD 1L 6' CONCRETE SLAB A5 I CEILING ABOVE HEATING w o REQUIRED DUE TO NEW I PLANT. (100 5Q- FT. AREA MIN.) O CONSTRUCTION 401 e I 5D I EXISTING GIRDER _ EXISTING_GIRDER EXISTING STEEL PIPE 0000 'R PLACE_ EXI571 GIRDf=_R% COLUMN ON FOOTINGS. NEW W(oxoj 5 GlR FOOTINGS NOT SHOWN, " I , TYPICAL o r DEMO. EXISTING t7'-8 �" 8�-0" CELLAR ENTRANCE = I s l U I U I X p IN-FILL VOID, tv EXIST. CRAWL SPACE w N UP LAP SPLICE FLOOR N EXIST. J015T A5 REQUIRED I I X I I L 1� �/4" SUB FLOOR GLUED 0 STL. COL ON CRAWL 5PAGE &SCREWED P05T ABQ �S " DEEP P. 3 _ L 7YPIGA GONG. F00TIN / 3 ^1 dJ dJ IS MIN, CLEAR CRAWL . 1 " P c� REBAFZ Ca IZ O.G. E.W., k iv iv 5PAGE HEIGHT. EXISTING EXISTING FOUNDATION ' FLOOR J015T, Cl I TYP. _ �' - ., ^ CONG. SLAB TO REMAIN IF WALL WITH FOOTINGS. w` w` \ 51ZE W/FOUNDATION _ _ _ _ p MIN. CRAWL 5PAGE PLANS �/N V1lL W W(oxJ STLGIIRD R. r .� � .� -� �j TYPICAL NOT SHOWN, t I - HE►GHT 15 MAINTAINED. , (cam Imo' 1 ZXG PAD 2oTE GONGRETE SCREED STEEL GIRDER, Cl — — — \ P05T ABOVE, SIZE W/FOUNDATION t� Q) N fL TYPICAL DOUBLE GOAT SLAB OVER (o MIL DOUBLE FLOOR FRAMING G .� POLY. VAPOR BARRIER IF r 4 ,•r i. ;w PLANS Z o JOISTS UNDER ALL Ill MIN. CRAWL N F- -� UNDER KITCHEN ISLAND EXISTING SLAB IS TO BE STEEL COLUMN, GOORD. I I 1 Ii, P PARTITIONS 15PAGE ACCE55 — — — — — 51ZE W/FOUNDATION i� X n. _ — — _ ABOVE.— "xI " _ _ REMOVED DUE TO MIN, o — --� -� PARALLEL TO GAME. (2) 2 xl0 GIRDER (UPSET) . CRAWL SPACE HEIGHT PLANS I TL -� N o I SECURE NEW — — u'O its -1 t-- I x FOUNDATION TO EXiS NG u g" P. GONG. (OPT. 8" A4,0 p Q �- I W/04 REBAR SET IN �-o 3 TYPICAL STEEL &IRPER DETAIL x U N o I_ CMU.) FOUNDATION WALL N iv p N_ w o N I NON-SHRINK GROUT Ca Ilo EXISTING CONCRETE� W/ 4 REBAR Ca '72° O.C. 1., z m 0 ^ O.G. VERTICALLY. H00� N aU 1�5LAB ON GRADE. J011ri E. Stumpf P.C. AZ.O SCALE: v4" =I'-0" ( FW �` �Q ac I ¢ I .`�� I ALL DOWELS (o" MIN, .° PATCH AS REQ'D. TYPICAL — — I DUE TO NEW 12"DEEP x24" WIDE u` TYPICAL TYPICAL 3 , . POURED CONCRETE N CONSTRUCTION FOOTING W/C3) g •ARCHITECTS•ENGINEERS- Ill, U REBAR CONTINUOUS -LAND SURVEYORS SPACING CORNERS �, z s — — — — — o I 0 " = d I — I 220 Main Street (o-0 o.c. (o min. U � l.� 2 max. Hempstead, NY 11550 Nil BAY WINDOW CANTILEVER 8" P. GONG. (OPT. 8" ABOVE CMU.) FOUNDATION WALL FILL Telephone Fax c7 i E m W/04 REBAR @ 72" O.C. COMPACTED CLEAN FILL 516-877-0400 516-746-8622 N " 631-734-201 1 516-53 8-4090 „ " 4 THICK CONCRETE EXISTING FOUNDATION PLAN — IZ DEEP x24 WIDE SLAB REINFORCED WALL, TYPICAL POURED CONCRETE W/(o"x(o" 01.4/1.4 W.W.M. FOOTING W1C3) ** Internet: www.blvdplan.com (2)ZX(v l Fill REBAR CONTINUOUS " 5Q. x G�/I(o" WASHE THESE PLANS AND SPF,CIFCATIONS ARE INSTRUMENTS OF SERVICE END NUT SETUP AND ARE.THE PROPERTY OF BOULEVARD PLANNING P.C. INFRINGEMENTS WILL.BE PROSECUTED. (2)2X(o SILL PLATE COPPER TERMITE 5HIEL & 51LL SEAL IN5ULATION "' ' � DATE: 03-03-23 5/8" PIA. ANCHOR {I' BOLTS (TYP.) . ;i ��`��Bch' „ E-a s bTV17A�Cr DR. BY: VMB FOUNDATION WALL GRADE le 1-2" S'-0" 4'-2 I/2° 30'-4 1/2" I8'-2 i/2" - , ; * SCALE: AS NOTED NOTES Nn•n^ A CHKD: J.S. I. USE 0/b BO " PIA, ANCHOR LTS W/ MINIMUM 7" EMBEDMENTNOTE: INTO r�rV y CONCRETE W/ 3 5QUARE x 5/I(o WASHERS AND END NUT SETUP. EXISTING COLUMNS, Z. ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR OR REPLACED BY COLUMN FOOTINGS & HOLD DOWNS FOR 5HEARWALL5. GIRDERS TO BE 3 A REMOVED & REPLACED ONE ANCHOR B IS OLT TO BE LOCATED BETWEEN do" MINIMUM TO 12 MAXIMUM FROM ENDS AND CORNERS. A4,Q WITH NEW A5 NOTED 4. NO LESS THAN 2 ANCHOR 15OLT5 PER 51LL PROJECT NIJMBER ST TF.F.T NTJMBER rz- 51LL PLATE DETAIL FROrO!5EP rOUNPATION PLAN Ao AZ.0) SCALE: N.T.S AZ,O SCALE: 1/4" = 1'-0" Boulevard Planning, P.C. DOOR 50HEPULE WINPOW !50HEPULE. Construction Consultants SYMBOL ROUGH OPENING TYPE QTY. REMARKS SYMBOL ROUGH OPENING MODEL NO. TYPE QTY. REMARKS 516-877-2001 ® NOT USED 1D 1/2" x 4'-l0 3/4" 46-4104(o-Z PH I - ® g'-g" x (0'-8" SW 1 FRONT DOOR WITH SIDE LITES O 3'-0 I/2" x 3'-o I/Z" GXW13 GSMT I - © (2) 4'-0" x 7'-0" 5W I CARRIAGE DOORS O 3'-0 (/2" )c (0'-0 3/S" P30(0o PW Z _ NEW O 2'-0" x �o'-S" SW Z - ® 3'-0 I/Z" x 4'-0 I/2" P3o4o PW 2 - ADDITION OE 2'-0" x G'-on PD I _ 0 Z'-0 VO" x 7.'-4 Ve" AWZI AW 3 O Z'-�o" x (o'-p>" S 5 (0W 4 - © 1'- I/2" x 4'-0 I/2" AR41 AW - TO THE OG 2'-S" x SW I FIRE RATED SELIFGL051NG SOLID GORE Z'-4 3/8" x 2'-0 I/S" A251 AW i a " TUMPF HO 2'-e. x �'-S PD I - ® 3-2 1/S x 4-S Vo TW304& PH 2 EGRESS Q J (Z) Z'-o" x &'-ejn SL 1 GXW-24 GSMT 2 EGRESS A RESIDEN CE O 5 A4, O K (0'-on x 6"-Pj" SL 1 SLIDING GLASS DOOR l0 NOT U D II 3'-0 I/2" x 4'-o I/Z" P AW I OL 3'-0" x G'-S" SW 1 FRENCH WOOD SWING DOOR *� CONTRACTOR TO VERIFY WINDOWS W/ OWNER Br MANUFAGTURER PRIOR TO PURCHASE A TO O R A T P I ALL WINDOWS ARE TO HAVE A U VALUE OP 0.32 OR BETTER 410 S. OAKWOOD ROAD ALL DOOR SIZES DENOTE NOMINAL DIMENSIONS ALL WINDOW SIZES TO HAVE A SHGC VALUE OF 0.25 OR BETTER SW - SWING DOOR. 5L - SLIDING/ BI-PASS GLASS DOOR ** ALL WINDOW SIZES DENOTE NOMINAL DIMEN51ON5 LAUREL NY 11948 DSW - DOUBLE SWING DOOR FRSG - FIRE RATED SELF CLOSING SWING DOOR PH _ DOUBLE HUNG WINDOW EGRESS WINDOW REQUIREMENTS: PD - POCKET DOOR: OHD - OVERHEAD GARAGE DOOR BF - BI-FOLD DOOR: BD - BARN DOOR PW - PICTURE WINDOW FX - FIXED WINDOW MINIMUM OPENING - 5.7 SQ. FT. TR - TRANSOM WINDOW MINIMUM OPENING HEIGHT - 24" GL - GLIDING WINDOW MINIMUM OPENING WIDTH - 20" 2�'-7" 22'-0" AW - AWNING WINDOW MAXIMUM 51LL HEIGHT - 44" a NEW 19''o""HIGH FRAME WALL " a " " REVISIONS: DATE: AG - ARCHTOP WINDOW GLIDING WINDOW MINIMUM WIDTH - 40 3-4 I/2 3-4 3-4 3-4 4-10 S-4 I/2 3-'J I/2 l0-b I/2 7-5 I/2 NOTE: A 31- WINDOWS TO HAVE BLACK FINISH FURR OUT EXISTING ARZO 09-11-2Cn WALLS 5o AS wv TO INSTALL 1 5 O N R-ZOINSUL O O3 ® ® O © O 3Uwe 00-01-20n _ _ 4RZO 09-22•200 -- — — ------- REPLACE W'DOWS. O i (3) Z"xl0" C3) 2°xl0" (3) 2"xl0" (3) 2"xio° (3) 2"x12" � �+ 8 LV REPLACE W DOW5. Qb TOMN CGM MEM Del--9l-20n (Z) 2 xQj HDR. i (2) 2 AZ HDR. Felt, DEMO. EXISTING ©� T TOM �• ' W� �v CEILING, THIS AREA �v Q CL�C� Uiv J EXISTING FLOOR JOISTS BEDROOM - _ N 4 I LIVING N BT I AH I � I � I M. BEDROOM dN N n EXISTING CELLAR 24" 5Q. ATTIC ----- IENTRANCE i ACCESS PANEL BEARINGz 1 5D c) ----- DBLE. FRAMING @ WALL 0 GM O ROOF BELOW ° lu i OPENING. 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DATE: 03-03-23 18'-2" 951-0" Z'-4" I'-10 I/2" ��' uMc� DR. BY: VMB SCALE: AS NOTED 3o'-4 I/2" IS'-Z I/Z" ! ,� NEW 19 0" HIGH FRAME WALL CHKD: J.S. t . A Aq.O PROJECT NUMBER SHEET NUMBER 2 PROPOSED SECOND FLOOR PLAN PROPOSED FIRST FLOOR PLAN • 0 �0 QSMOKE & CARBON MONOXIDE DETECTOR. HARDWIRED/INTER-CONNECTED SCALE: 1/4" - I'-0" A3.o QSMOKE & CARBON MONOXIDE DETECTOR. HARDWIRED/INTER-CONNECTED SCALE: 1/4" = 1'_0" Boulevard Planning, P.C. Construction Consultants 516-877-2001 Z"x(o" CEILING JOISTS aC 16" O.G. R-4oJ INSULATION NEW EXISTING ROOF ADDITION E 15TING ROOF STRUCTURE � TO THE TYP. ROOF GONST: 5 2"x(o" CEILING J015T5 I3EPROOM 12 _ __ FIBERGLASS ARCHITECTURAL @ 1(0" O.G. dJ ±7���' -- -- Zx PAD @ VA EY GRADE ROOF SHINGLES STUMPF 2 xg 1DGE BD. 3/4" O.S.B. EXT. SHEATHING CEILING HT. HEADER. SEE FLOOR HURRICANE TIES @EACH RAFTER " 11 2"x(o" RAFTERS @ ((o" D.G. 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CONTRACTOR VERIFY ADEQUACY OF EXISTING SERVICE AT EXISTING PANEL M. 5EDROOM RASE RID ON Zoo00 AMP SERVICE FOR NEW WORK. NEW I/ ------ LATH 3• ALL WIRING TO RE COLOR CODED 14 AWG COPPER. ADDITION � 4. CONVENIENT OUTLETS TO RE le' ABOVE FINI5HED FLOOR UNLESS OTHERWISE i FAMILY ROOM ``ti ; [�� ���" NOTED. TO THE 5. PROVIDE GROUND FAULT CIRCUIT INTERRUPTER OUTLETS A5 PER CODE STUMPF 1 l0. ELECTRICAL CONTRACTOR TO PROVIDE HOOK UP5 FOR HEATING AND AIR 5D CONDITIONING 5Y5TEM5. RESIDENCE 1 n ® 7. ELECTRICAL CONTRACTOR TO COORDINATE WITH OTHER TRADE5. ' - "'-------- 5D 8. ALL OUTLETS, SWITGNED, ETC... TO RE AS MANUFACTURED RY LUTRON DESIGNER -, - `��_,` -�-��` "" '✓ CM `` -- - 5ERIE5 SKYLARK DECORA OR APPROVED EQUAL OUP X5T oJ• PROVIDE Z EXTERIOR WATER PROOF OUTLETS ON NEW WORK. 410 S. OAKWOOD ROAD EC \ II r 111G T h UlZ�E5 10. PROVIDE SINGLE STATION ALARM DETECTION DEVICE INSTALLED IN LAUREL NY 11948 \ - NOTE: `�. _-- -----==-_= CONFORMANCE WITH SECTION R314 AND AJIoZ.'i ON OR NEAR THE CEILING - - - -� - - 3 I PAt�. INSTALL ;? }I .�____- ADJACENT TO ALL SLEEPING 5FAGE5 ON EACH FLOOR LEVEL UNIT TO DETECT 42 „ NGE 0 P i U 4Z--�� p_42�� 1 L - D FIRE, SMOKE ANp CARBON MONOXIDE. ALL DETECTORS TO RE INTERCONNECTED. TO UNIfi�R�ARINET'�' \- IN ABC i �� - - II. ALL ELECTRICAL WORK TO CONFORM TO INTERNATIONAL RESIDENZ IAL GODS LIGHT'G. -," , .�, �O TTI � LAUNDRY '`, 1 - CHAPTERS 34 THROUGH 43- A Q-------- G'EN ;' ,� 2" -'LIGt�T- . �_ � -- \ \ REVISIONS: DATE: KITH ;f 4`Z Lo MECHANICAL NOT55P. Anw. -\ . - = i i - I. EXISTING MECHANICAL 5Y5TEM5 TO REMAIN. DUCTWORK, RASE ROARD5, ��- SIS 5D , i i O�FIGE I ! I - ETC. TO RE RELOCATED A5 NEEDED DUE TO NEW CONSTRUCTION. O Q 05-22-29n i Z. ALL KITCHEN AND BATHROOM VENT5 TO COMPLY WITH 5TATE CODE5. Ae TM COMMIMM 01-30-2= 7 ---- -,,1�1` " �OYER % �,� �I„ 3• ALL MECHANICAL WORK TO CONFORM TO I.R•C RE5IDENTIAL CODE II Qb TCM 10-M-2CD 4• MECHANICAL DUCTWORK AND EQUIPMENT LOCATIONS ARE FOR DESIGN INTENT ONLY. ACTUAL LOGATION5/LAYOUT TO RE DETERMINED IN FIELD 1 CLtNr COM MIM476 10-M-Z0+ Oi �i ' DUE TO EXISTING CONDITIONS. STOR. 0. ALL DUCT5 TO RE FOIL WRAPPED FLEX DUCTING. R- VENT DRYER TO EXTERIOR A5 PER CODE SECTION MI5oZ.2. a i i WF" \ 1 - - - '� \ - - -42 ELECTRICAL LE&ENP - - + SWITCH ® 5URPACE MOUNTED LED LIGHT 5TRIP z IRSF:LOOR ELECTRICAL PLAN D SCALE: I/4" = 1'-0° � D(MMER SWITCH DUPLEX OUTLET CEILING FAN GROUND FAULT OUTLET (GPI) FLOOR OUTLET CEILING MOUNTED OUTLET CEILING FAN & LIGHT �Z2o 220 V. OUTLET 42" \ 42" 220 1 =*WR WATER RE515TANT OUTLET \ 0 RECESSED LIGHT Q PHONE JACK/DATA \ / CRAWL SPACE ADJU5TII5LE RECESSED LIGHT ® TV JACK CELLAR \ / EXISTING - WALL MOUNTED EXTERIOR LIGHT OSD SMOKE & GAR15ON MONOXIDE WALL MOUNTED LIGHT CM DETECTOR. SD \ I -�WR CEILING MOUNTED LIGHT HARDWIRED/INTER-CONNECTED - �cM \ 0 WATER RE5I5TANT LIGHT G M DOOR CHIME fit / \ - PENDENT LIGHT 1-2-1 ACDISCONNECT I WALL 5GONGE E EXTERIOR FLOOD LIGHT ® AG POWER 5UPPLY - + — - -� EXHAUS AN VENTO �— L— --� L-- —I b EXTERIOR � T p P.C. John E. Stumf ® THERM05TAT 1 -ARCHITECTS-ENGINEERS- �1 ® ELECTRIC PANEL -LAND SURVEYORS 42" 220 Main Street Hempstead, NY 11550 EXIST• " Telephone Fax 516-877-0400 516-746-8622 4pq1 631-734-2011 516-538-4090 1 , \ \ \ CRAWL SPACE Internet: vAvw.blvdplan.com THESE PLANS AND SPECIFCATIONS ARE INSTRUMENTS OF SERVICE � 1 AND ARE THE PROPERTY OF BOULEVARD PLANNING P.C. �\ INFRINGEMENTS WILL BE PROSECUTED. ----- �� DATE: 03-03-23 DR. BY: VMB t SCALE: AS NOTED CHKD: J.S. r PROJECT NUMBER SHEET NUMBER { CELLAR ELECTRICAL PLAN •