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HomeMy WebLinkAbout38423-Z 4 Town of Southold Annex 6/24/2014 P.O.Box 1179 54375 Main Road Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36984 Date: 6/24/2014 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 66975 CR 48, Greenport, SCTM#: 473889 Sec/Block/Lot: 40.-2-14 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 10/7/2013 pursuant to which Building Permit No. 38423 dated 10/21/2013 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: GARAGE ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Camilleri,Gerard&Camilleri,Natalie (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38423 06-23-2014 PLUMBERS CERTIFICATION DATED t. Authoriz Signature TOWN OF SOUTHOLD (*4'Ot BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY rs 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#: 38423 Date: 10/21/2013 Permission is hereby granted to: Camilleri, Gerard & Camilleri, Natalie 610 Homestead Way PO BOX 660 Greenport, NY 11944 To: construct a 20' X 22' garage addition to an existing dwelling as applied for At premises located at: 66975 CR 48, Greenport SCTM # 473889 Sec/Block/Lot# 40.-2-14 Pursuant to application dated 10/7/2013 and approved by the Building Inspector. To expire on 4/22/2015. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $376.00 CO -ADDITION TO DWELLING $50.00 Total: $426.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be tilled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval frorn Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn staternent from plumber certifying that the solder used in system contains less than 2/10 of I% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. Certificate of Occupancy -New dwelling$50.00, Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool $50.00, Accessory building$50.00,Additions to accessory building$50.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy -$.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy- Residential $15.00,Commercial $15.00 Date. Q " Z 1 • 1-3 New Construction: Old or Pre-existing Building: Pl'o (check one) Location of Property: �0 M Is 5 0;- P b NU IR� House No. Street —I Hamlet Owner or Owners of Property: N �� 1. '� � � b >Yy m t l l.IR:_ Suffolk County Tax Map No 1000, Section y O Block Z Lot Subdivision Filed Map. Lot: Permit No. -6- q oZ Date of Permit. /19-21 - j Applicant:_ N S C, . V �• N Health Dept. Approval: _ Underwriters Approval:— Planning Board Approval: _ Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Jrd• ' /S � Applicant Signature SO(/Tyol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. ox 117 Southoldd,,NY 11971-0959 Q roper.riche rt(a�town.southold.ny.us �` � �� oI�COU BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Camilleri Address: 610 Homestead Way (66975 cr 48) City: Greenport St: NY Zip: 11944 Building Permit#: 38423 Section: 40 Block: 2 Lot: 14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Stephen Albertson License No: 3494-e SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition X Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 2 Ceiling Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 3 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixtureTime Clocks Disconnect Switches 2 Twist Lock Exit Fixtures TVSS Ll Other Equipment: Notes: Inspector Signature: Date: June 23 2014 81-Cert Electrical Compliance Form.xls v TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ 'FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ J FRAMING /STRAPPING [ ] FINAL. [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: or i DATE f-)L-1-14 �� INSPECTOR G% OF SOpl�o� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 1SPECTION [ ) FO DATION 1 ST [ ] ROUGH PLUMBING [ J UNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ) FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VI TION [ ] CAULKING REMARKS: 1 i-( arJ_(�416_ 114�4� / . DATE INSPECTOR pf SOpI�,O� 3 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] F DATION 2ND [ =ATION FRAMING / STRAPPING [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING �r REMARKS: t DATE ©� �� INSPECTOR 2ff!:�9- ��� �o��pF SOUlyolo �o • �Q A► TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] !"ATION [ ] FRAMING /STRAPPING [ 1.,rFINAL [ ) FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: (f DATE 196 16q /1401 INSPECTOR i OF SOUlyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING I STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: c"77 DATE f INSPECTOR ` • I:N t tit:+�1�.'�,i�..t° '� '�il,��y t • t I;N WFU /. SPIVIOMPOI IOWA AMEN I is �i.�I/. C: � � � •fes � �NMI r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Examined 2 0 J3 Single& Separate Storm-Water Assessment Form / Contact: Approved /lJ 20 Mail to: KEN `z d,9 Ly N N #* Disapproved a/c SAy�e NiDR�' aPnR T 117 3/ Phone: 16 3) Expiration_FTOINNOrSOUTHOLD _ 20 �. Building Inspector PPLICATION FOR BUILDING PERMIT PT. Date 2 20 /3 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. K - N c, ft y ti lYy1 A N (Signature of applicant or name, if a corporation) 7, -Dq '�yNNAy19. 16 to T TI 0 O�-T}+2P O IZ-I- N H -23) (Mailing address of applicant State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder P%I's e- H ) G -7— Name Name of owner of premises N ps.T P� � ���� {� Yy% N (As on the tax roll or latest deed) If applic It is a co•p ation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. q 42-(D : -- iH 4v441As e,0r4 G-7ore, 1NC, Plumbers License No. N), (� Electricians License No. S a 312- I)n f b iz,11 P 6A C;Z�q N Other Trade's License No. (y, A , 1. Location of land on which proposed work will be done: to 0 M C- -4-71✓ i>t::> W :A�1 4A lz�VS V!�_7 N V0 T House Number Street Hamlet ~W MA ft`!W111"% County Tax Map No. 1000 Section 40 Bld1rn�ft*Vy " Lot .. linuOJ M Dll�ttru� Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 15 1 N U re Pm 1 L-4 "'D 11✓ Lc j~L. 19 PJ ! •j r b. Intended use and occupancy S 1 N !;;;j l Yv) 1 L 4 xo t/,-, ic,-- (L Uh o'?oST�­O 1112 P9- 4P,A,e-9 n � T1vn1 3. Nature of work (check which applicable): New Building Addition f`--- Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 0 n f2 Fee _ (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. if business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Lf 1Y, 4 Rear Depth 2 7, Height 2- 16 Number of Stories 2- Dimensions Dimensions of same structure with alterations or additions: Front Rear Depth 2 7 , Height 2 8 Number of Stories 8. Dimensions of entire new construction: Front 2-C-) Rear Z 0 Depth 2 Z Height I 5i -(p" Number of Stories j 9. Size of lot: Front / V.0 Rear / 't Q Depth Z 0 Q 10. Date of Purchase 0 t> o Name of Former Owner N o N 11. Zone or use district in which premises are situated ', Lj 0 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 4- 13. --- i3. Will iot be re-graded? YES NO 4--Will excess fill be removed from premises? YES INTO N A►TAL1 se. 4� 61 NEBAtta Lo 1 o kOMFcSTEftorj W R� 14. Names of Owner of premises Gianni LLWE-A 1 Address Phone No.(o3 1- 4'7 '7 - 3 (v Bo Name of Architect H V,N S S H b G h4 P,N Address q,0�TR noai'E I If No 6-2 t -2 3 4 Name of Contractor6u 6 41 A S G on,Z g A6a;)N X-tdress e M K 9.6 VX A vgPhone No.51(r 2,-2j- (v•Y 0 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO L— 'k IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO t--! * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. if elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO L--,- * IF YES, PROVIDE A COPY. STATE OF NEW YORK) 5-t?ro L SS: COUNTY OF ) N L -V 1M f, /\l being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the G 115 G (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 knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn before me this 24to( day of 20_!F s Notary Public Signature of Applicant Comm �o�� tijyo op Town Hall Annex 54375 Main Load � � Tel�etp�hone(631�)g7g6�5p-18802 P.O.Box 1179 1��@f fir ]6R(Q7IQIAR 80Ug150%nVus Soadiold,NY 11971-0959 BURDINO DEPARTi4 Wr TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: (-�A- D S G Date: --2a, i Company Name: Name: L I License No.: � Address: 2 0 2 Phone No.: (�3 1 JOBSITE INFORMATION: (*Indicates required information) *Name: " " i *Address: *Cross Street: l 9 " *Phone No.: e _ -j - Permit No.: o 0 L&ANe Tax-Map District: 1000 Section: Block: Lot: -� *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: (Yj , NO Rough in Final *Do.you need a Temp Certificate: YES AjNO - Temp information(lf needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead � Additional Information: PAYMENT DUE WITH APPLICATION 82-Rwpost for lmspewon Folin V0 a , AA SCOTT A. RUSSELL '' ' C.`R�5 ., JAMES A. RICHTER, R.A. SUPERVISOR MICHAEL M. COLLINS, P.E. Y � yi TOWN HALL - 53095 MAIN ROAD y TOWN OF SOUTH Tel. (631)-765-1560 Cr"� ► Fax. (631)-765-9b 15 car..r..rNsiuiTC)l;,rv.SOUTI10Lr�.N�'.GS -------_-....-- "�' +,� —1_MaF...RIr_fTlyR 20]3 OFFICE OF THE ENGINEER TOWN OF SOUTHOLD STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET (To be completed by the applicant) TO: Engineering Department pGEAEi4TTH FROM: Building Department 0 A+ opy Cif thy:Ciplet'd Appl�rat�on fcrr Bttilding t eC'ir I DATE: 0 A complete set ofBuilding Plans APPLICANT: K is N 5e-tl U Lm/a N 0 A cornpl ted Chapter 236 Starmwater PERMIT#: Review CheckllsE S.C.T.M#: ` BRIEF PROJECT DESCRIPTION: -T-C) gy AKA Psflv -T or-j ew ouw=v C' tri W MA t"A-& ., Su �: 7/22/2013 *Qs��Fatr� DATE: a CHAPTER 236APPLICANT: (pr� Yv ` S.C.T.M.#: Stormwater Review Checklist 1 }j 0 r ;,,T pv . PHYSICAL ADDRESS. <--P__ N 12 n a 1! Stormwater Management Control Plan Requirements Yes No NA If No or NA, Please Provide Additional Information 1. Plan drawn to scale of not less than 60 feet to the inch showing: a. location and description of property boundaries b. total site acreage c. existing and natural and man-made features on and within 500 feet of the site boundary as required in§236-17(C)(2). d.test hole data indicating soil characteristics and the depth to water e. proposed limits of clearing and the total area of proposed land N c disturbance f. existing and proposed contours of the site(minimum 2' interval) L� g. location of all existing and proposed structures,roads,driveways, sidewalks,drainage improvements and utilities h.spot grade and finished floor elevations for existing and proposed structures Vim' i. location of the swimming pool discharge ring j. location of proposed soil stockpile area(s) _ c L L I& -C, Tr �►► n o r k. location of the proposed construction entrance/staging areas L-- 1. location of the proposed concrete washout area in. location of all proposed erosion and sediment control measures 2. Plan includes calculations showing that the stormwater improvements are sized to capture, store and infiltrate on-site the runoff from all impervious surfaces generated by a two-inch rainfall 4, 3. Detail drawings(required for plan aRnroval)provided for: a. erosion and sediment controls b. construction entrance c. inlet structures (e.g. catch basins,trench drains,etc.) d. leaching structures (e.g.infiltration basins,swales,etc.) ie—r'-A )rl 6D Sz V d.Z b `' r'M ts 'n REVISED 7/24/2013 Suffolk County Executive's Office of Consumer Affairs VEnM"S MEMORM.IRCRiWAY * HA[3PPAUGE,7TWYORK 11788 DATE IMMIX- 3/61.2008 NO. 44263-H 1 $MOLD CUUNTY Howe Improvement Contractor .license TMS is to Mrfifv ffim! AJ.M Lr l?L.i.rilW 2 i doing Wfem as CUCCIAS CONTRACTORS INC DBA ha"famisbed the reqummumits sat fort int awoTdance with and subject to the pm Bums of Vpkabte laws,nodes and wplaticnis of the:'E of Suffok Stare ofNe-w York is beteby licensed to condut businm as a HOME D&P,0VER iT CONT72ACTOR, in the County of Suffolk. i . # tw v� rxovr Aar Kegs Bans DEP�[€i"d'#fTNt'f'AL-.SKAL we�dows and Sites Ar4&kCttSRMff JIM CUMMS SONS GENERAL Roofing Gt}�fSfJtlEit.A A S +CCNTRACCORS f Dirtew i O'rLLMM er K tMaw��sa�at WORKERS'COMPENSATION 130ARD CERTIFICATE OF NYS WORKERS, COMPENSATION INSURANCE COVERAGE � 12. Legal Nemo&Address of Insured(Use str6tt addrum only) I 1b.Business Telephone Number of Insured CUCCTAS CONTRACTORS INC (516)=1-6400 nRA 311M CUCCLkW A NON9 ClVnilCRAL CIONTnAcC1ING 80 MRRRICX AVENUE 1c.NYS Unemployment insurance Bmilloyer M.RRICX4 NY 11566 Reglatration Number of Insured Work Lotation of Insured ffln&required(fcover glelrsp#ditca!(y !ldtlad to eltriatn *040bg In Ndlr Ytrrk 41(rn's, Le., a ftUp Id.Federal Employer identification Number of Insured Poky) or Social Security Number 11-3239940 2.Name and Address of the Entity Requesting Proof of 3s. Name of Insurance Carrier Cover9py Mutity Raina Linted as tomo Cartifeate ITolharl VA—%M....tp/'!.«..»u,i..............Y,,...n.o..y TOWN OF SOUTHOLD 3b.Policy Number of entity listed to box"Is" $4379 MAIN ROAD 3101 W6518 SOUTHOLD,NY 11971 40 Policy 00cetive period 5)21/13 to 5121/14 3d. The proprietor,Partners or Executive Officers are ❑ Ineh.,le41. 40.Orelk akbe"V.JI V..L..«.AvMvV.n I,uJeWa) X all excluded or certain partnem/offleers excluded. This certifies that the insurance carrior indicatW above in box"3" insures the business referenced above In box"l a" for workers' catMe118ation under the New York State Workers'Compensation law.fro use this forma New VArk(NY)meat he iktad nneUr btrm�3.A. on the INFORMA77ON PAGE ofthe workers'conlpewtion Insurance policy), The insurance Carrioror iia licensed agent will send 404 0r*146rsM nFTnv+nrene.w M tho,e.n11i).Ne4e el eAn«iw or the vordflonto holder In Iron-au. The Insurance Carrier will also not#y the above cerl ylcate holder within 10 d4yi IFa policy to canceled due to nonpayment gfpremiuna or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the 1not+red,/pom rhe covora$e tndleatad an thls Ce Wflcate. (These notlow maybe seat by replar mail.) Ofhawtte,this C*Fdit+alta k vafik7neyeargokr majzjm to approvcna ay we arartrsrtnrca earn&or as 1ecens0 eremi;or ante me porky dwrattolh orate ttated in box 3c'r XJiChWr„6E Please Note: Upon file cancellation of the workers'compensation policy Indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the buslaess must provide that certificate holder with a new C4rt lkato of W&rkewn Companpation Car&raga ur other autboriaed proof that the bueiates 10 aermplyie g with the mandatuty cov"gc requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the Insurance carrier referenced above and that the nomad inourad han the noweveme as d4pleted on Wa foray. Arprnveul hy, f`.amiile lk-'Riinirri_ (Print dtma of autbarb ul npruadative or licensed agoint of imus+mi wafer) '— Approved by: '1�`""`� 05al -- (8iiµuxwoo) Title: Ataetli Tolophone Number of authorized representative or licensed agent of inammoo carrier.631-277-7770 Please Note: Only insuranea carders and their licensed a=cme are authortsed to issue Form C-105.2. insurance brokers ars Nor authorised to line it. C-105.2(9.07) www.web.statemy.us Workers' Compensation Law Section,57. Rcstrittlon on Issue of pertnits and the entering into contracts unless compensation Is secured. 1. The head of a state or municipal department,board,commission or office authorized or required by law to issue any permit fijr or in connection with any work involving the employment of employees In a hazardous employment defined by this chapter,and notwithstanding any general or spceial statute requiring or authorizing the issue of such permits,shalt not issue such permit unless proof duly subscribed by an Insurance carrier is produced in a form satisfactory to the chair,that compensation for all employt o}tat:been aucured as provided by this chapter.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 compensation to any such employee if so employed. 2. The head of a two or municipal department,board,commission or office authorized or required bylaw to enter Into any eontn3ct for or In connection with any work involving the employment of employees Ina hazardous employment de@ned by this chapter,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 compensation for all employees has been secured as provided by this chapter. 0.103.2(9-07)Reverse 0 STATE OF NEW YORK WORKERS COMPENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW LPAR�T 1.To be complexed by Di9abbity Benefits Carrier or Licensed Insurance Agent of that Carrier � la.Legal Name end Address or Insured(Uea sue t addross on h►i ib.business Tolophene NurntWr at Insured CUCCIAS CONTRACTORS, INC. 516.221.6400 It.NYS UlfemPloymont Insurance"kW Rplatretion Number or insured 80 MERRICK AVENUE 8122334 MERRICK, NY 11566 Id.Federal(Employer Ideminackl9n Number of Insured or social Security Number 113235940 2,Now and Address of the Entity requesting Proof of t:overopo 711.Name of Insurance Carrier (Entity boktg Usted a:the Certificate Holder) TM First Rehabilitation Life Inlurenoe TOWN OF SOUTHOLD conpnq►ofAmerica ab.Policy Number of Entity Ilsod In box 416; 84375 MAIN ROAD DOLIS4047 SOUTHOLD,NY 11971 3c.Polley ottaetive period: 07/10013 to 07109/2014 s.-PolicyVWL _ .. a,® All of the employees einployooa t:tlglble under the Now York suability it over hs jAw b.r-1 Only the flotlowing plass or Claim of tho omploysec employees: Under penaky of pedtiry,l oeitify that I am an authodand repr~bdhns or MoorMod agent of the intlurande carrier nftroncW above and that the nomad insured has NYS Dt OW nil Benefits Insurance eoverpo a described fiboft Date3tilrWd•. 9/27/2013 ISlgnatura eF h+surina oarrlar's sulrwritsttl ropraeeluatlW K NYS Ln Alja;fiWt 1muwm cardid telephone NuwJmr 516-829-8100 _TicN_.. Chief Executive Offioer IMPORTANT,if box,4e Is chodad,Mrd this fent Is slilmd by the ftemna aelar s winarimd rapraeeraauva ar NYS LIOnsed hwbwwe Agent 81`11161""IV,this 41 tBtato U COMPLETE Mali It difft*to the aNfloau holder. If bolt•n"is amdtr ,this serunes16 k NOT COMPLM rev the pW p sW of Seetlat 2ft Bub d.1 or the Dkobliuy a m*M Lew, It must lta Malted far eanpletiee to the Workat's Ceetpirwtien goad,Do Plane A ap ianw Unit,90 pm*iMuk A4nrt r,NY 1lm. PART 2.To be completed by NYS Worker's Compensation Board(Only If box"4b"of Part 1 has been aheoked) State of New Yoirk _ Worker`s Compensation Board Adereing 0 intannaden malittalhad by the NY$Woftes Conlpmeatlon epard,11M abova.M Md eapayer has sahptred with tiW NYS 01e101Ui y gotwfits taw With—poet to as er hisilw onyMeyess. alta 8lgnod_, By_ IOnaLee of NYti Biker 9 Can P W118dAN 8 aaM[mpI — Telephone Number Title Pkxtee NOW Only Irwr■nes arrlars liwrned IA omits NYS disability Benefits inwnlm poliales sold NYS Licensed Insuranne Atonia of these insunneo Carriers we autherl:ed to isaw Tann 00.120.1.Iftwrahac brokers are NOT authorised to Issue this farm, D01•120,1(5-00) Additional InStruations for Form 06-120.1 By slgning this form,the Insurance carrier idantlfled in Box"3"on this form Is certifying that It is insuring the business referenced In Brno"19"for disabl Ilty benefits under the New York State blsebility Benefits Law,The insurance carrier or Its licensed agent will sand this Cartlficate of Insurance to the entity listed as the certificate holder in Box"2".This certificate is valid fAr.haaadift0 area year after this form is approved by the Insurance earner or Its tioensod agar%or the polity expiration dab listed In Box"3d'. Please Note Upon the cancollation of the disablllty banefits policy indicatod on this form,if tho business contIntxis to be named on s permit.license or contract Issued by a cwtificate hoklar,ttq business must provide"certificate holder with a now Conlnesto of NYS Disability Benefits Coverage or other authoriaod proof that the business is complying with the mandatory coverapa requirements of the Now York State bisablll y Benants Law. DISABILITY BENEFITS LAW Section 220,Subd.8 (a)The head of 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 notwithstanding any general or special statute requiring or authorizing the Issue of such pet-mks,shall not issue such permit unless proof duly subscribed by an Insurance carrier Is produced in a form sati:cfactoryto the chair,that the payment of disability benefits for al I e mploym has been secured as provided by this article.Nothing herein,however,shall be construed as cxeAing any liability on the part of such stats or municipal department,board,commission or office to pay any disability benefits to any such employee If so employed. (b)The head of state or municipal department,board,commission,or office authorized or required by law to enter into any contract for or in connetetion 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 disabl iity benaf Its for all employees has been secured as provided by this article. DB-120.1 (5.00)Rrwsa CERTIFICATECATalaeuoon3 C'�F LIABILITY INSURANCE owz7rip13 THIS C5 TIFICATE IS 189UED Aa A uA FR--."' INFORMATION ONLY D CONFERS NO P-01473 UPON THEt3RTIFICATE HOLDER TMS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFOROM DY THE POLICIEi BELOW EL . THIS CERTIFICATE OF INSURANCE DOM$ NOT CONSTITUTE A CONTRACT $OMMEN THE ISSUING INSUR REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. ER(>a), AUTHORIZED BOW —MURTANn If the verlMcats holder M an A D 1, the polky lw)mutt be endorpd. If 8 BROGATION 18 WAVED,ealSect to the terms and conditions of the policy,certain pollclss may requtn on endorsamont. A Statement on this eortlReate does not confer dgft IID yle oar ftgU14a d'oraeman PRODUCER FARM FAMILY CASUALTY .611NICC1 631-+277.7770 j ,,�,931.277-79ge 869 CONNETQUOT AVENUE ISLIP TBRRACI=,NY 11792 INSURER a WORDING COVERAQE �r„� rl C 9%,1TTAMIv r MAt'I umt,INL, NAIGM DBA JIM CUCCIAS&SONS GENERAL CONTRACTING - - 80 MERRICK AVE INSURER D; _ MERRICK NY 11588 BILE: _ COV OE$ OUNTIMEATI, NUMBER: 114477IMIZIR F: REVISION NUMBER: THIS IS TO CERTIFY THAT THMEWIMF IN5UKANCE UsTro BELOW HAVE BEEN ISSUED TO TH p AB POLICY p INDICATED. NOTWITHSTANDING ANY REQUIREMENT TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH kElPECT TO WNICH THIS CERTIFICATE MAY QE ISSUED DR MAY PERTAIN, THE INSUR#NCL AFFORDED BY THE POLICIES DESCRIBED MEREIN IS SU&NICT TO ALL THR TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMIT$SHOWN SHOWN MAY HAVE IkERN REDUCED BY PAID CL41MB. M2tINp 9F INSURANCE 1'�I IOY NUMBER Lmrm A *lirrBRM.wAelwrr --.. •-T.�.......... 3101L9860 6/21/13 6/21/4 AN14000URMNN1,000,000 X OOMUMI&0"A�AL LIAbrLnY i oaa�nee)� l 100 000- OUIMB�IADI l^,I OCCUR MEC to 0moetr !! ! O PERSONAL i AOV IN/VR . N� A 2,000.000 GEN A*QREOATH P MIT APPLrEa PERPRODUOTS_OOMPIOP ACO L,• 1 900,000 X POLIOY t, S A AUMING11ILaLIaalLm .- 31$X7230 1/31M3 1/81114 emlarn � �i. t,000 000 A{NY AyU/T�D p� a001LY INJURY(Pw pel�r11 I 6 _ Au��B B4 X �UTGe ED WCHLYINJURY(Pwmient) ! X HARED AUTO! X PI W wk I r UAAAAW. ! o .. UMIRRIJ A WbLjOCCUR �— EACH OOQURRENDE IRONS&UABA! _ CLAI AGGRIGATE- ! ORD WTI N S W- A WWWWOONFINSAKiAND BYPI.OYMO LIAIILRY r ,N 3101 W81118 - 6/21/13 5121114 X AAQNN�r1YPRROpP�RIpINTORIPARRTINliff"CUTIVI F-1 N 1 A EL EACH ACCIDENT t.. 100,000 rIM�eAIRNr el EL Dftme-eA IIwI C1PSI I to DOOp @t�ZO ELDRIEASE.POLICYLeJIT t B NYD L p164047 6/11/11 INDEFINITE STATUTORY GEiAGBIPTION CIF grERAT14pB 1 LOGAncna r vMtlougi IABlCh AGORB 181.AtttlBIttlYII 1glmArwt AYdMMIM,s Hien ANi11 rR Ruurnm �' CERTIFICATE CANCGL A N TOWN OF SOUTHOLD SHOULD ANY Of THE AWVE DESCRIBED POUCMS BE CANCELLED SUCKS 64376 MAIN ROAD THE EXPIRATION DATE TNERECP, NOTICE ”" N4 VILWERED IN SOUTHOLD,NY 11871 ACCORDANCE WnW TM POLICY PRWIBIONS. AUTNORRBD IwRIaINTATIIlC 61938.2010 ACORD CORPORA . All rights reserved. ACORD 25(20406) The ACORD nem*and logo ale mglatered tnarM of ACORD VACANT HOMES TEA D WA Y vACtiNT Irrirr Or ASPNALT ROAD SURVEY OF POLE /: FD N 69' 02' 10 E 100.0 TIE= 100' DESCRIBED PROPERTY SI TUA TE O GREENPOR T, O TOWN OF SOU THOL D cEssPODL CE CN O O N. Y.SUFFOLK COUNTY, N � 0 V DRI VEWA Y O N SURVEYED FOR GERARD CAMILLERI sr NA TAL1E CAMILLERI Q J 44.3 17 s 2 STORY N/F MILLER h (� o RESIDENCE VACANT � SURVEYED 25 APRIL, 2000 �^, ?.o• C) SCALE 1"=30' AREA= 20,000 SF 44.4' ~ O _...=' i. Y '. L OR J.Jio "� — CELLAR ENT. 13.1' I i WOOD STEPS �� AP--t V0.459 ACRES N/F NOCKLIN "" ot RESIDENCE ZONED R40 LLJ TM 1000-040-02=V4 7 _ O O _ . Lr) - y o O Wt L L GUARAN TEED TO N GERARD CAA41LLERI NAT ALE CAMILLERI Z ULSTER SAVINGS BANK ISA OA GUARANTEES INDICATED #MW ON SNALL RUN COMMONWEAL TH LAND 77TLE INS. CO. rD S 69' 02' 10 W oNLr To THC PERSON rOR *mm THE suRVEr 00.D IS PREPARED, AND ON HIS BENALr TO THE TITLE COMPANY, GOVERNMENTAL AGENCT. !FADING WST/TUrION, IF LISTED HEREDA AND TO THE ASSIGNEES Or THE LENOWG INSTITUTION. GUARANTEES ARE NOT MasrERABL: I.' ADDITIONAL INSTITUTIONS OR SURSCOLOE+7 OWNERS. SUR VE YED B Y CR 48 NORTH ROAD UNAUTHORIZED ALTERATION OR AODjriew TO nus STANLEY J. 1SAKSEN, JR. SURVEY IS A VIOLATION Or SECTION 7905 Or P*CE 0BX" 2.34 CONCRETE PAVEMENT THE NEW YORK STATr EDUCATION LAW SUFFOLK, IJ Y 119 COPIES Or THI5 SURVEY MAP NUT BEA.PINC � 35 TN£ LAND SURVEYORS EMBOSSED SEAL SNAIL NOT BE CONSIDERED TO BE A V,IUD TRUE COPY. LAND S', YOR �I0TE: ?. 29 MAY 2002 SHOW POURED CONCRETE FOUNDATION NYS L1C. NG. 492 3 VACANT 2. 01 AUGUST, 2002 FINAL SURVEY' OOC904 SECTION SECTION A A FOUNDATION WALL CON5TRUCTION CAMILLERI RE51DENCE AMENDED TO INCLUDE 1'-4"X 8" POU RFD CONCRETE 20-0" FOOTING w/ 2-#4 RFBAR; 3'-0" BELOW GRADE 20'-0' O o O w CC � � � QoN J JUN 18 2014 w z I lu BLDG. DEPT. z C? TOWN OF SOUTHOLD w Q H D cU C m 2'-0"x 2'-0"x P-O"POURED CONCRETE FOOTING UNDER ZIP COLUMN ON ZIP COLUMN ABOVE I FOOTING A5 SHOWN P05T WITHIN WALL BEAR ON FOUNDATION WALL w/ FOOTING o ' _ o N � z N N 2- 1 18" LVL HEADER DROPPED N >> O BELOW CEILING BEAMS z O E L — z qj GARAGE I GARAGE I O SLAB AND FOUNDATION w U C9 o A5 PER APPROVED PLAN ° x � N Q II J Lu V O m V SE AON SECTION FLOOK PLAN W A SCALE: 4" = I '-O" Z FOUNDATION PLAN SCALE: ' 1 18' LV L RI DGE W/ 51MF50N C520 CONNECTOR (TYP. ALL RAFTERS) 12 6 � V N OTE; 2� Ln 2"X G" C.J. A5 PER PIAN W z Information taken from drawings prepared for garage bKenneth 5chulman, 2- I W LVL HEADER DROPPED Q Y BELOW CEILING BEAMS to L All construction was done aser Ian approved by ZIP COLUMN UNDER HEADER U O >- p p pp ON 2'-0"x 2'-0"x P-0" POURED architect * Southold Town . Amendments to construction CONCRETE FOOTING Q U z as shown on these drawin s, cons�st�n of added foot�n s, 9 g 9 � and changes to header ridge beam size. w 0 NEW 8" POURED CONCRETE FOUNDATION WALL W/ 11-411X 8" d. FTG.; PROV. 2-#4 REBAR IN FOOTING (TYPICAL ALL AREAS) PAGE: BUILDING 5ECT1 ON "A" SCALE: 4" = 1 ,-o,, I , Al • 1 '' LOtdcA " (o" , � wx1� , - TH r ,a re e rt rctA Z' v V 11 11 0 a � I r-'!L.+' \' j. L i — — -- �.1`�' �� 1 �, lid 1 t` IR��t,T's l }\ 1" ! "� • ,\ t , r •- ., ._ - ,..,..,_ - `."' C. .L ► -r 1Afy r u tL Q ,. I(P o T ©IrI n T n STAB D_ ! s LT s t� N , tU - 13- � P P _ H t H c� Gro.-6, I G r SH F-L , - ----- --- f>L W I- ,^ -O f `. ..iy - _ _ - �-t tJ te.( �.P*t�'►fE= T I >E S• 'p.T Pti �,I, I� �• 5T4�R G G. 1l �" M tz� .3 "x ( I 1/41' 1,'i { c. -P�C't e.J. K t�R._ -7' ew S T c1 t� c o r-t N i�c: T t o N � I �I 6 � � I I o/ lo W• w. ?tet . �r4 C� M � � _ � - ` � �-- P�l,�+ t-rt. T� �. Lt��d R I�AOUP%t'�5 1 a'�2, SP �-��� WE Fz. � � � � �� � � I�f,12�' �! 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N . aKA*WL Qom - 0 O S " � % TISr j � A T UL AT f4 5T FE fr — ' � �____ :: .-�.» .� � �., ,�. �' - ► t' �" - - .�.. �� __�•�'.. 1 �_ � �as _ r ago + f fNu P,�I��t—t �- f�P� �-�,.� �vR t_4 FF �ov� H o "T R, F=t� -r•-t� ,3'� r Ov tom.t� C?(�, 1-} f�,i --- - - :••�,. �« ;+M. Waft _ , s. c.-T, M- - `i o 2 - 1 Ir +q , J :t Will i Rpm XWO AV Li s. 3,1 f4 a 11 I s � - - - - - —q .,... _.-_.__..___.--,... ._,._—.,_ {r _� __"_ __— -- __" "-----•-_.,...--..—_ __ __,._ .._.._-_... _ - _.. .._ _-_.' --^_ ..,,_..._ _ _ .__ .,71:F^.i..$ul �N - . PSE.{ ' c ELECTRICAL DAT` INSPECTION,RE"-1 JI E D _ FEE: ,-._.._.' ' MI ift -"--- NOTIFY BUILDiN r.! 765-1802 8 ASM i Ca 4 FOLLOWING INSPEC T;r; ii '"'"'' ' "`� 1. FOUNDATION-Tb'JC , ; C ' Q FOR POURED CO!� , �w„ z -: i ,i .,., ' ` 1 �. �.f �-•� t/ t�� t r� 2. ROUGH-FRAMING, P I, , • STRAPPING, ELECTRICAL a CAULKIN; 4R " ti 1 'A' t 5"5 3. INSULATION _ �. _ ,.)R w 4' E C T - . . ,.:• - _ ` �,, ,,k. ' USEb�>z a i�: L CONSTRUCTION '^ RICAL - {� MUST BE COMPLETE FOR C 0 .r , i ,..+„;,;'::,.', : - ,n'`m • e NOW* , . ,Y; ',�+ Y' . r:,�'x �,�,�.,,•,, :°., �. A LL CON ST R UCT IO N S H A L L M E E T THE,I % 1---P, d REQUIREMENTS OF THE COD S OF N EWIFI�� � YORK STATE -NOT OTRESPONSIBLEFOR DESIGN OR CONSTRUCTION - ,r t t i '^RS t - ' , <, - � . t. RETAIN TA N STORM M W T ER RUNOFF P .y V _ a UAM _ N . . 3 _ � T TO , .. CHAPT �• E 23 . 6 _ 3 „•ry a C k 'vi- Awe „ A G J i x. _ w 5 y N I s' t � xti I. ,• ati 4 • I .I : , T P. I la I „k F t 5 ”. .. n,. t' -. .. .v ... , n. ., : .' .. ,,. ,. n•µ,'is ../. .;a* - C',' '''C 4y I » •a •t. - ` _ 1 - �,Alr „g b-' » f Mn h, j I j<• A G .•k M _ H v I .r' M-: ., 2 1 , - f Y , i � NE1N.. - f , �._ ,. e - - - '.- :,� ,: . . Table 3. # el' Rlotern Plate to Roundatton Connections (Anchor t3ottsl �` ., _ _ Rest* t pll#t L�{ads from Wlnd - Exposure B ` 0 - - escriptive Alternative to Table 3.2) .� , . Woubmbf CONCRETE& FOUNDATI N NOTES I .� I utafot i4>,RI - _.---- ---_ - --- - ---------------------------- - - - .-- - - - GENERAL NOTE5 Q ,t R• : -rx,'i Johtt cam ak.pkfti Box} ►_ SI ±g I, 1. These notes shall apply to the General Contractor,each Sub-coptractor and the Owners own furcal Each Contractor shall 1.All footings shell bear on virgin soil having a minlmum bearing capacity of (I)ton per square foot.Atl ^' rat a d r xterfor footings shall be a minlmum of 3'-0"below grade unless noted otherwise In plans. ` - �,t- .. TbmeStxetid Ehret Wind study and tamlRaMze himself with the site and with all trades and parts of the work.Each Contractor shall coupe e n coo e r 's' 85 90 100 1 IO 120 130 Ion 150 2.All existing fill,roots,and other unsuitable bearing material shat!be removed and footings carried to the Fr' -x-.' 1,` Is• ace Ti is 3.4A) (we Trade 3.4rA) pu'+-Rcr rY ( dlnate his wt)rk with the work of other Contractors. bottom of such excavation.Contractor to verify assumed soil bearing capacity and assume full responslblllty for 2. The Contractor's and Owner's agreement to enter Into the work shall suffice as their acceptance to the terms specified _ l CeifbgE�arlep pl-te{ j (Bee Table 3.4A) (ssaTsble 3.4A) per jfrist Boflom Plaie to Foundstitst Anchor Boh Foundation Srappaating Max,mtam Anchor Bnlr Spacurg(tn 1lZ a same.Contractor to notify Architect of any Boll varlatlon or condltlon adversely affecting assumed bearing ,, 1•. ', C Joisef�Pallial RaAer �ree•asaalietl( ilTsble 3.9iA) .. (sae Table 3.9A) each lap Conrwction Rasa tin herein,and shall be Incorporated Into any and all agreements between the Owner and the Contractor. capacltV prior to the pouring of any footings. y�° 4 Joistta.pat3+arer oait, t 11asd) (sec TsMe J 9A (sea Ts1dt 3.9A each la 3. Nothing on this drawing shall be construed as modifying In any way the Contract between the Owner and Contractor or the ,, -tr)a ) ) P R'EndZones 3.Mlnlmumcompressivestrengthofconcreteat28daystobeasfollows: Lon l:at� Li) hRVc 5 to 7L air-entatnment, per R402.2 :I„ •a Contractor and Sub-Contractors. s.?;.- r- coidarT4elarr'k�r(Ppce,d #* - (seeTsM3.6A) OnTatfle3.6A) pertie � 13�;� 72 70 49 39 31 n8 2s tt a)footings,piers,foundationwalls:Tc=3,000psistoneconcrete 2- i.lOd cachend. 4. Each Contractor shall comply with the requirements of the New York State Uniform Fire Prevention and Building Code,New b)slab on ground:f c=2,500 psi concrete S A !-�!� Z, S\_Y-- �l >> ) F' S I. 4 - tMs.htgl¢'Rsfter(roe-wailed) « t UpIrA-Loads Interior Zones 2-lid 344 each end York State Energy Conservation Code,Federal OSHA,and all of the Local Governmental Agencies having jurisdiction,Insofar as , � ( _ ) c)superstructure,slab:Pc=3,000 psi stone concrete 1 _ - . 1-3 ories 72 72 0 45 38 33 30 '_7 applicable to his portion of the work. 4.Anti-hydro shall be added If pouring takes place at 32 degrees F or less. - r Ak,E _ '^ -��- 5. The Architect shelf not be responsible for the performance of the General Contractor or any Sub-Contractors,nor shall he 5.The wood sole plate at exterior walls on monollthlc slabs and wood slit plate shall be anchored to the founds ' a a r d Or C i n Deist to T Plate Lateral and Shear Connection quarentee the performance of their contracts. don with anchor bolts spaced a maximum of 6'-0"on center.Anchor bolts shall also be located wlthln t2" from L ,ir, Tpl'lMatoTopTbu (pacena}}trdl - 2-fie z-rid Per foot Table 3.4A ROfte an / �► N. j; O� 5-t pints-each side 6. All existing equipment,utilities,structures,and other Items Interfering with the Installation of the proposed equipment and the ends of each plate section.Bolts shall be at leasts "In diameter and shall extend a minimum of 7"Into Toprisiesatlalttrsections (Face-nailed) 4-16d 6d 1 ate uiremMts - Ex osure B p J pp masonry or concrete.There shall be a minimum of(2 olts In an _�, 2 16d 2-16d 24"o c `I p structures shall be removed and re laced and shell be sub act to a revel of the Owner.The Contractor shall determine and/or y one sill. Studer Stud (der(race-d) _ I6d t6d 16"o.c.along edges verify the actual location of any and ell utllltles,process ptping and related Items prior to the commencement of work.All costs 6.Perform required alteration to exlsting concrete.New work Installed attiacent to and connecting with pies- tia.euro Header(lace nailed) (Pfescri five Alternative to Table 3.4) p Incurred shall be the reponslblllty of the Contractor unless otherwise agreed upon by the Owner. hall match exlsting.Joints between new and existing work shall be trowled smooth and even. �,�n, - --- - - -- - ----- -- - -- - drawings shall be considered correct,but shalt be understood that they are ant work s Top orHottam I1as! Serail (Earl-rwilut) JC-liYd ��{Q1ae� per stud 7. All dimensions and Iocatlons as Indicated on the Provide expansion Joints. subject to modifications as may be necessary or desirable at the time of Installation to meet unforseen or other conditions. 7.A concrete block foundation wall shall be accepted In lieu of poured concrete where permitted by Local ''; sworn Plate to Floor joist,illandjoist,FAdjoist or 2-16d 1 2-16d'' per foot Three Second Gust W Ind Speed(mph 85 90 too I l u 120 130 140 150 ; 8. DO NOT SCALE DRAWINGS.Written dimensions supersede scaled dimensions and are subject to revisions as per actual field con Codes. c all R i ( dltlons.The Contractor shall verify alt dimensions and conditions herein shown and alt discrepancies are to be brought to the 8.Provide continuous r`fermlte shield with all joints sealed along perimeter walls and shleldQd termite �i Architect's attention before commencing with the work. collars at plumbing pipes In crawlspaces unless otherwise noted. ,, Number of 8d Common Nails or lOd Box Nails nnded) g p 9.Footln sat different Levels shall be rte ped so that the clear distance between ad scent bottom ed es shall ILrftet/Ccilu3g]oisa Wall lLQpB'�!1 }rhx 9. If In the Course of construction a condltlon exists which dire tees with that as Indicated on these lens,the Contractor shall q p 1 g , Spacing(m.) Height(ft) Required in Each Rafter and/or Ceiling Joist to l op Plate Connecta°° sto all work and not! the Architect so as to alleviate such conflict without burden to the Owner.Should he fall to follow this Jds1 to Sill,TapPlatc mGirder (Toe nail6d) 4-8d 4-IOd per joist P fy not exceed a slope of one vertical to two horizon[al. - Joi to Joist (Tae-nail 2-8d 2-IOd each east 2 procedure andcontinuewith the work,he shall assume all responslblllty and Ilablllty arising therefrom. 10.Backfill shall not be placed against foundation walls until the concrete Is of sufficient strength and until the „- 'dg"tg ed) , s 2 2 2 3 3 3 1 ; 10. The Architect shall not be responsible for,nor have control or charge of construction means,methods,sequences,or pro walls are property braced top end bottom by the horizontal floor or by adequate temporary bracing. - Blocking to Joist(Toe-nailed) 2-Rd 2-10d each end 1 Blacking to Sill or Top Plate(Toe-nailed); 3-16d 4-16d each block l0 2 2 2 2 3 3 3 { cedures,or for safety precautions and programs.Contractor shall be reponslbte for adequately bracing and protection of all 11.Concrete FountJa[lons shall be poured continuously.If pour Is Interrupted a vertical key shall be provided. Ledger Sill to Beam(Face-nailed) 3-16d 4-16d each joist 1 f 8 2 2 3 3 3 4 4 4 work during construction against damage,breakage,collapse,distortion and misalignment according to applicable codes. Horizontal Joints are not permitted. JoiaAoa 1 rdger to Beam(Toe-nailed) / 3-Hct_. 3-tOd per join 10 2 2 3 3 3 4 1 4 11.The Contractor shall check and verify location of any existing overhead or underground electrical or other hazardous utlll 12.Contractor shall verify dimensions and Iocatlons of slots,pipe sleeves,Inserts,anchor bolts,electric con- `' �sd Joist ro Joist(Ettd-nailed} 3-16d 4-16d per jaisl ty Ilnes and to arrange for their safe relocation. dults,etc.as required for trades before placing concrete. .,''; Basad to Sill or Top Plate(Toe-nailed) 2-16d' 3-I(xl per fax 24 K 3 3 4 4 5 5 5 5 12. The Contractor shall be responsible for temporary electric,water,toilet facilities,fencing,barricades,security,and clean- 13.Concrete:work included; - 10 3 3 4 4 S 5 5 6 up-as agreed upon between the Owner and the Contractor.Upon completion of work,Contractor shall broom clean ail affected a)all footings,foundations,steps,platforms,etc.,as per drawings. . r M1 Lo __ - -- -------- areas and cart away all debris. b)all concrete slabs. Stractunil Panda Ha lOd (see Table 3.10) Table 3.6A Ridge Tension Strap CennefQtion Requirements for Wind - Exposure B 13. Contractors or Sub-Contractors whose work and Installations require sleeves,hanger Inserts,bolts,anchors,etc.,tr be c)all other work as required by drawings. " . I[bard 3lreathin built Into the work of other Contractors,shall Install or provide these Items to the appropriate Contractor who will set these to d)set anchor bolts. - ;f ) 8 work In the Iocatlons established by the Contractor who requires these Items.These Items shall be provided and their Iocatlons 14.Damp proofing:work Included; F'. 1'k6"or 1"xR" 2_gd 2-IOd per support (Prescriptive Alternative to Table 3.6) _ coordinated suffldentl In advance,so es not to delay the pro fess of a Job as a whole.All such Items shall be Incorporated so a)all surfaces to be damp proofed shall be dry,clean,smooth,free of dust,dirt,voids and cracks and shard I x14"or wider 3-Hct 3-IOd per supper[ _ _ -.___ -.. _____- -- ------------ ---- - - - they will meet the correct hysical elevations of floors at each level.They shall be secured Into the framework for concrete SO proJectlons. Sq4..;' - - p as to maintain their proper location and position during the placing of concrete and removal of formwork. b)allow 24 hours prior to backfilling. 3':2, rkad Load Assumptions. Roof Assembly Dl_-I0 psf 14. The Contractor shall conduct all work to preclude the effects of weather on completed work,or work In progress.The c)apply mastic emulsion only when temperature is 40 degrees F and rising and In dry weather. t qyp�Nrallboard s 5d coal= 5d 7"edge/10"field , - Thrcc second Gust Wind S d m h 85 90 100 I l0 120 130 loo 1 50 Contractor shall assume all responsibility and expense of temporary enclosures where necessary.Dust partitions are to be d)apply Ceiotex Trowel Mastic or approved equal on all foundation walls below grade at basement and crawl t� ~ ., "'#1'M` tl h II b I d at the rate of / thick wet peE ( p ) provided between work areas and the rest of the building. spaces '.�3 5oraeirirsl ppreV 8d IOd (sec Table 3.I t) Rauf Pitch Roof Span Number of fid Coinnaon Nails a 10d Box Nails len each end of 1-1/4"Strap.1.'+L'"' 15, Each ConCractor shall be reponslbte for all loss or damage arising from the action of the elements such as water,heat,wind e)mss c s a e app!a 18" r, Filisideal ancts (ft.1 or other unforseen difficulties which may be encountered In performing the work to be done under his contract.In the event ,,' 7116» . 6d' - 3"edge/6"fmld 12 I 1 2 2 2 3 3 a of any suspension of work,each Contractor or Sub-Contractor shall protect his work and materials against damage.Any work CARPENTRY NOTES 25n2" 8d' 3"edge/6"field 16 1 2 2 2 3 a 4 5 or materials that have been damaged or destroyed because of failure of any Contractor or Sub-Contractor to protect his 1.Insulation shall be fiberglass batts-foil one side,unless otherwise noted,thickness as shown on drawings. - 2n 2 2 �z 3 a a 5 6, work or materials shall be promptly removed and replaced by the Contractor. Staple pads on foil OVER framing. C+Ylmnm Wadlbcard Sdcoolers Sdcoolers 7"edge/IO"field 16. Any materials or workmanship found at the time to be defective shall be remedied at once,regardless of previous Inspec 2.All exterior nailing,In exposed exterior wood,shall be aluminum or galvanized. 3 12 24 2 2 3 3 a 5 6 1 ' tion.The Inspection of the work Is Intended to aid the Contractor In applying labor and materials to and to accordance with the 3.Provide"cats"at all exterior and bearing walls and all walls over 8 feet high.All stud framing having an (ip�d lid Rd (sex Table 3.1 1) ) � ParticktaaardPetabla Rd Rd (see manufacturer) 28 2 2 3- ' a 5 6 7 8 speclficetlons,but such Inspection shall not operate to release the Contractor from any of his contractual obllgatlons. unsupported height of more than 10'-0" Is to have stud bredglnq or otherwise he braced In an approved man- y s2 z 3 3 4 s 7 8 9 , 17. All new materials and Installations shall be In accordance with manufacturer's latest printed specifications and with code iter at Intervals not exceeding 8'-0". 36 2 3 4 5 6 7 9 requirements. 4.All floors designed to withstand a combined live load and dead load of 50#per sq.ft.for living areas and 40# Dftrgainpi d Slaathing 18. All materials shall be new,as called for In the drawings,and the best of their respective kinds_No substitution shall be made A, f'htf_ or f"x8' 2-lid 2 IOd perstipport 12 1 1 1 2 2 2 3 1 + per sq.ft,for all other areas. • I"z10"or w+dm 3 Sr) 3-10d per support by the Contractor without the prior written approval of the Architect.For portions of the work not shown In detail but which 5.Design timber stress-Fb+850,E=1,600,000 psi,Douglas Fir Larch No.2. 16 1 1 2 2 2 3 1 .t are shown generally,or for reasonable Inference as being required for a proper and complete Installation,the material, 6.Provide cross bridging or solid blocking @ 8'-0"oc maximum floors and ceilings. + ... zo t 2 2 2 3 4 't 5 methods,and workmattshlp shall conform.as a minlmum,to the 7.Studs,sills,posts,beams slid Joists shah be construction grade Douglas Flr No.2 appearance. 4:12 24 2 2 2 3 3 4 5 6 typical or representative detail throughout the corresponding parts of the building. 8.Studs are to be doubled at the sides of openings In exterior walls and bearing partitions.All headers 5'-0" Olnral!`wtr}s 19. No mater1a15 of any kind shall be used upon the work until It has been inspected and accepted by the Owner.All materials I"er Iess 8d 10d a edge/12"field 28 2 2 3 3 4 s 6 7 and over to have a minlmum of a double Jack stud on both sides of opening. grasserdran t" IOd 16d 6"rdpe/6"field 32 2 2 1 4 4 5 r, 7 rejected shall be Immediately removed from the work and not again offered for Inspection. 9.Joists supporting parallel partitions,spaced apart to permit the passage of piping or duct work,are to be " Diagsarsl Board Sheathing 36 2 2 3 4 5 5 7 8 20. All work shall be executed In a workmanlike manner and all mechanics shall be skilled In their trade. blocked at maximum 16"Intervals on bearing partitions and 32"Intervals on non-bearing partitions. I^ard h lihiR 2-8d 2 10d per support 7 1 21. No note or detail or lack thereof shall be construed as relieving the Contractor from execution of all work In accordance 10.Where Joist hangers and other steel frame carriers are Indicated,contractor to provide and utilize the I"x10"or wider 3-8d 3 i0d per support 12 1 t 1 1 2 2 with all state and local codes. 2 2 2 3 1 22. Architect Is not retained for site Ins ections and/or observation of the construction. proper smooth shank and/or annular alit nailse recommended by the hanger manufacturer,to Insure the 16 1 t t P appropriate shear and wlthdrawl capacity of the fasteners. ` NaiffAg requiremantsare based on wall$aaatl,ins nailed6lnches on-censer at the panel e4p.If wilt simathing is ruled 3 inches on-center at the 20 1 1 2 2 2 3 3 .a 23. The Architect has not been retained on this project for bidding and/or the negotiation and administration of the Contracts p 1 1.Provide Flrestopping as required In compliance with art R602.8 of NYCRR. pastel edge w obtain higher sheatr capiacities,railing requirements for sauetrrraltinembers Bail be doiblad,or alternate connectors,such as shear 5 12 24 1 2 2 2 3 3 a 5 for construction of this project. 12.Do all cutting and patching for all trades.In bearing walls or partitions,no stud Is to be cut more than 1/3 of ' p1Nea,shah be used W arrsinuain the load Dash. % r 24. No request Rom any party for Information regarding clarification,ampllficatlon or explanationof the drawings or notation, Its de th to receive I in dud work, or electrical wirin a *%an wall d"hing isoentinyom over connected mernbars,the tabulated twm6arofrailsshallbe parmiitad to be reduced to I-16d nail per foo[. 28 1 2 , 2 3 3 4 5 5 or request for permission to vary or deviate from the requirements of these drawings or notations,will be entertained by the 13.Provide double joists under all posts,partitions parallel to joists and around all openings.Provide double ' corrasion r sristant I I gage roafiag pads a il16gagesli pies are persisted,dads 1W*additional fORmutmmts. 32 2 2 2 3 4 4 5 6 Architect,unless they are set forth In writing and addressed to the Owner.If the Owner refers these requests to the Architect, , framing around skylights.Double all beams or Joists under bathtubs and heavy appliances. ,. „,;:. I-,s„; .,. „ -,, .-..-, ,,";",,.,w»W . ' , :. w. °x= - -- • -- 36 2 2 3 3 4 5 6 7 h reason le promptne respon ting tY th b tl d f ""14. or to provide"Simpson"hurricane clips on all rafter to stud connections&on all stud to box the Architect will,wit ab ss,consider the matter and d In wrl the Owner for trensmlttal to the Contract party concerned.The Architect does not,nor will not,assume any responsibil ty with regard o e a ove men one types o L beam connections, Tile $6ii *4ftlr/C Joist � �t �rillll!)CUM RegWri lnents 12 1 t t 1 z z 2 Inquiry unless above procedure Is followed. 16 1 1 1 2 2 2 3 1 25. The Architect shall not be responsible for the performance of the General Contractor,any Sub-Contractors or the Owners 15.All exterior openings shalt be properly flashed. iL, (Pf@SCriptive Alftative to Table 3.9) ` 20 1 1 2 2 2 3 1 4 own forces,nor shall he guarantee the performance of their contracts.The obligation of the Contractor shall not extend to the 16.New work shall tie In and lap Into existing so as to prevent leakage. 6 Iz 24 1 1 2 2 3 3 a a Ilablllty of the Architect,his agents or employees. 17.Flashing to be provided at all floor penetrations,pipes,vents,skylights,chimneys,and roof ventilators. _ __ _ _ _�_.___._ __-- Flashing to be provided at hips,ridges,valleys,changes of roof slopes,gable ends and top of foundation walls. - --- __ 2R 1 2 2 2 3 4 a 26. Items shown on plans but not specifically stated 1n the specifications and/or vice versa shall be considered to be Included All roof Intersections to have flashing to extend 8"in each direction.All flashing to be aluminum unless noted Dead Lased Awa we:RogfAssemb `.DL-10 f In the contract. 32 2 2 2 3 3 a 5 5 27. Items not speclflcally called for by manufacturer number or grade speclficatlons,shaif be furnished In the most economical otherwise.Afl rafters to Ilse up directly over studs. Roof Live Lrnd Ground Snow Load 36 2 2 2 3 4 a s 6__ model,grade or manner of Installation, t8.Install shims to provide floor pitch under sheathing and perpendicular to the roof joists to provide for roof 20(ast 30psf 50 psf 70 psf 12 1 1 I .1 I 2 2 2 28. Each Contractor shall carry Worker's Compensation Insurance In the amounts prescribed by law,and liability,bodily Injury, venting In 16 1 J 1 2 2 2 2 1 automobile and other insurance in the amounts and periods satisfactory to the Owner.The Architect shall be fisted as addition flat root areas. RoofSpals(ft.) el names Insured. 19.All Interior leaders are to have 1/2"foam sound tnsulatlon. 12 24 3b l2 24 o 12 24 +36 l2 24 36 20 1 1 2 2 2 1 s s 20.All Interior doors to be 1-3/8"hollow core lauan veneered with approximate hardware.Contractor shall 29. The Contractor,Its agents,servants and employees shall Indemnify and hold harmless the Owner and the Architect and stl ulate an allowance for alt lock sets. • 1.12-12.12 24 1 1!, 2 2 2 1 3 a r their Agents and Employees from and against all claims,damages,losses and expenses Including Attorney's fees arising out of D RaBerSpacing t 214sR • 2s 1 2 z z 3 3 a a or resulting from the performance of the work. 21.Use waterproof membrane flashing over all outside doors. Itaftcr Slope Requited Number of I6d Common tx 40d Box Nails per Heel Joint Connection'''' (in) ,32 2- 2 2 3 3 4 a t 30. In any and all claims against the Owner or the Architect,or any of thier Agents or Employees,LV any Employee of the ROOFING i 12 4 7 10 4 R 12 6 I I 17 8• 15 22 36 2 2 2 3 s 4 _.6_, Contractor,or Sub-Contractor,anyone directly or Indirectly employed by arty of them,or anyone for whose acts of them may 1.Fasteners for asphalt shingles shall be galvanized steel,stainless steel,aluminum or copper roofing nails, 5 10 IS R l5 22 10 20 29 be liable,the Indemnification obligation under this paragraph shall not be limited In any way by any limitation on the amlount minimum 12 gage shank with a minimum 3/8"diameter head,ASTM F 1667,of a length to penetrate through 16 5 9 13 or type of damages,compensation or benefits payable by or for the Contractor or Sub-Contractor under Worker's 3.12 19.2 6 l l 16 6 12 18 9 18 27 12 24 35 I - ' . . r Conpensatlon Acts,Disability Benefit Acts or any other Employee Benefit Acts. the roofing materials and a minlmum of 3/4"Into the roof sheathing,Where the roof sheathlnt Is less than 3/4" 31. All work let under these drawings shall be guaranteed against defects In material and workmanship for a period of one(t) thick,the fasteners shall penetrate through the sheathing.Fasteners shall comply with ASTM F 1667. _ 24 7 13 19 , 8 15 23 1 I 22 33 I5 29 44 - EXCEPTION:Asphalt strip shingles shat!have a minlmum of six fasteners per shingle where the roof Is I2 3 5 8 3 6 9 5 9 I S 6 I I 17 . _ � year from the date of the acceptance of the Owner.Granting a Certificate of Occupancy,or the Owner's use of the premeds In one of the following catagorles.(areas within 1 mile from the water) shall not constitute acceptance of the work. a_ The basic wind speed per Figure R301.2(4)Is 1.10 miles per hour or greater and the eave 16 4 7 10 4 8 12 6 I t 17 8 15 22 - 32. Contractor shall Inspect site and make all appropriate Inquirires to determine conditions and field Construction criteria Is 20 feet or higher above grade. 4:12 . prior to submission of bids,and shall make no additional claims regarding site conditions thereafter. 14.2 4 8 12 5 9 l4 7 ' 14 20 9 IR 7.7 r b. The basic wind speed per Flgure R301.2(4)Is 120 tulles per hour or greater. 33. Contractor shall obtain alt required approvals,permits,certtflcates of occupancy,Inspection approvals,etc.for work per 24 5 10 15 6 12 17 9 17 25 11 22 ill ` formed from agencies having jurisdiction thereof. 2. Asphalt shingles shall only be used on roof slopes of two units vertical In 12 units horizontal(2:12)or greater. 12 3 4 6 3 5 7 4 7 IO 5 ) 14 - 34. Unless otherwise agreed upon between the Architect and Owner, the Owner shall pay for and Contractor shall obtain a For roof slopes from(2:12)up to(4:12),double underlayment application Is required in accordance with Section building permit from the village prior to starting any work. R905.2.7. 16 3 6 8 3 6 9 5 9 l4 6 I2 1 s 35, The General Contractor shall coordinate scheduling of Sub-Contractors and other Contracts and shall provide every possl 3.Asphalt shingles shall have self-sealing strips or be Interlocking and comply with ASTM 0225 or D3462. 5:12 4.In areas where the avers a dal! tem erature In Januar Is 25 de rees F(-4 de rees C),or less or when 19.2 4 7 t0 4 8 t 1 6 t 1 16 7 14 2i ble cooperative effort to coordinate completion of all work.The General Contractor shall cmplete a comprehensive shcedule g y p y g g 24 4 8 12 5 9 14 . 7 14 9 I8 27 of all work pertaining to allcontracts and shalt submit same to the Owner In an acceptable format for review well In advance of Table R301.20)criteria so designates,and Ice barrier that consists of at least two layers of underttfyment + cemented together or of a self-adhering polymer modified bitumin sheet,shall be used In lieu of normal 1 work commencement. 12 3 3 5 3 4 5 3 . 5 R 4 7 IO CiYP9Uid,WALLBItJAfii>INSTALLED IN underla ment and extend from the eaves ed a to a olnt at least 24"Inside the exterior wall Ilne of the bid . * ACC.OFfANCE Vill C HAPTEER 7 JINTEFtIpifij , 36. Contractor shall coordinate construction activities with Owner to minimize Interruptions to normal owner operations. y g e g' 16 3 4 6 3 5 7 4 7 t0 5 9 13 37. The Contractor shall conduct all work In such a manner so to not Impair the structural Integrity or stability of adjacent 5.AN metal fleshing where called ford plans shall eq aluminum. 7.12 19.2 3 5 7 3 6 8 4 8 12 5 10 15 - structures,equipment,or utilities.Should damage occur as a result of the work,the Contractor shall repair or replace said w Contractor shalt pervade gutters and leaders as required and shall connect them to the approved storm damaged Items to the satisfaction of the Owner,and at the Contractor's expense.the Contractor shall bear any and all costs water drainage system as required. 24 3 6 9 4 7 f0 S 1Q l5 7 13 19 18d NAIL AT241N O.C. associated with Work Discontinuation,Engineering Consultation,Materials Testing,Repair and all miscellaneous related Items. 7,All exterior openings shall be properly flashed. t�IfPgt1MY►ALGWITHCHASTER 7 tN 38. The Contractor shall have a com etent re resentative or foreman resent,who shall follow without dela all Instructions 8.AU work shall bear a written one(1)year uarantee from Roofin Contractor from the date of the Owner's 12 3 3 .4 3 3 4 3 4 C. 3 S R �WFTH CHAFFER 7 * P P P Y 9 9 Of the Owner or his/her assistants In the prosecution and completion of the work In conformity with this contract,and shall acceptance. - 16 3 3 5 3 4 5 3 5 R 4 7 10 aF WOOD STRUCTURAL PANEL. have full authority to supply labor and materials Immediately.The Contractor shall also have a competent representative aval l 9.All roof Intersectlons to have nashing to extend 8"(measured vertically)above flat roof. 9;tZ 19.2 3 4 6 3 4 6 3 6 9 4 R 12 INSTAL ED IN AiCOORDANCE Illi t+lAll ATltl iN.4C. WiTH TABLE1 ,3(f). able to redeye telephone messages and provide a reasonable reply as soon as possible,but not later than 24 hours. 10.Bu11t up roof Is to be of 3-ply bulit up roof with gravel topping;tie Into exlsting. 24 3 5 7 3 5 R 4 . 8 11 5, 1Q 15 - 39. The Contractor shall,at all times,provide constatn and easy access and safe and proper facllltites for the Inspection of all 1 1.New work shall tie In and lap so es to prevent leakage. 12 3 3 3 3 3 3 3 3 5 3 4 6 AtiMIAiLATI IN O.C.4�V ALL FRAMINC3 its of the work, 12.Att exterior nailing shalt be aluminum or galvanized. MEiARS ATIpANiIi�S AND f 2 aiV. 40. Before any payment will be made by the Owner,the Contractor shall deliver to the Owner any waiver or releases of any 13.Flashing to be provided at all root penetrations,pipes,vents,skylights,chimneys and roof t6 3 3 4 3 J 4 3. 4 6 3 5 8 ventilators.Flashing to be provided at hips,ridges,valleys,changes of roof slope,gable ends and top of foun- 12:12 fid N0.1t AT/IN.O.C. Bd NAIL AT s2 tN.O.C.ON ALL WOOD STRUCTUf O.C.ON Ay.FRAMINC3M�MBER&NOT liens arising out of his contract,for work completed as of the date of the request for payment.}he Contractor shall also deliver 19.2 3 3 4 3 3 5 3 5 7 3 6 9 au manufacturers'warranties,guarantees,operational and maintenance manuals pertaining to his work:furnish evidence dation walls. (ALL PAlVELEDOES) FRAtNINd MEMBERS NOT AT INSTALLED IN ACCO Afi P1sNPl E$ 14.All skylights Installed In roof system with pitch of 3/12 or less are to be mounted on min.4"high curbs. 24 3 4 5 3 4 6 3 6 9 4. R I f PANEL EDGES WITHTABLE 8602.30) - satisfactory to the Owner that ail payrolls,bills for labor, materials and equipment,and other Indebtedness connected with his - _ work for which the Owner or his property might In any way be responsible,have been paid or otherwise satisfied.Each con 15.Install shims t0 provide roof pitch under sheathing and perpendicular tr the roof joists to provide for roof tractor shall also deliver to the Owner written guarantees In form and whose terms and extent will be established In the venting In flat roof areas. I (a)OUTSIDE CORNER DETAIL (b)INSIDE CORNER DETAIL agrepments between each Contractor and the Owner. 16.All Interior leaders are to have 1/2"foam sound Insulation over PVC piping. . 41. Each Contractor shall be responsible for cutting,fitting and patching of his work thattttay be required to complete the ELECTRICAL NOTES work of his contract,no Contractor shall endanger any work of any other Contractor by excavating,cutting,or otherwise altering any work of any other contractor,and no Contractor shall do so without the prior written consent of the Owner. Any 1.All electrical work shall be ern de a to the space and locatlon allrwed for It,and shall be In sulci confrr- �� a R costs Caused by defective or 111-timed work shall be borne by the party responsible therefore. mance to the Natlonat Electric Code and grverning munlclpaHty. - I/Z' .N 1er v 42. Contractor shall brace,shore,reinforce and/or underpin all structures,Including neighboring structures,as required for 2.Provide separate tlrcults for ell appliances,amperages based on manufacturer speclflcatirns. M /3 5 aQ A(•-,# safe operation.The Contractor is to take all necessary and prudent steps to shore and brace existing structure prior to 3.Contractor is to verify with owner,If the owner will be purchasing appliances and having them Installed by I,.,,/a,,�?�E R S Installation of headers for new openings. The proper and safe execution of this work Is the sole responsibility of the Contractor. others prior to submittang a bed On the protect. / Bot Stud T . 43. Equipment and devices of a temporary nature required for the construction processes and protection thereof,such as scat 4,Contractor shall install,as per Owners dlrectg. any and aN Intercom,alarm,thermostat, ,or c One and/or TABLE R301.2.1.2 Bottom Plate 1 7 Wall Stud j � folds,stating,platforms,runways,hoists,Wdders,chutes,temporary flooring,tuards,rallings,shaRway protectlolns,etc.,for TV Antenn 9wlring In walls palm to sheetrockfng.Att wlNng shall be concealed in waNs,floors,or ce)fings, WtNDBORNE DEEM PROTECT0114 FASTENING SCHEDULE the protectloln of workmen and of the public shall be provided,erected,and maintained In accordance with the requirements S.Ail warm shall lu copper end ant work conform with NEC and rt1 BFI)and shall be Board o/Flre Undei writers a,6,c,d / �Atrchior Bolt _I f approved and Include the totfowtng: i00 t'1,l.2 internal pre ssure.t\it3.ttn3;to htultlingS lt> FOR WOOD STRUCTURAL PANELS ,-Anchor Bolt t of the New York State Building Construction Code,and all other laws, rules,or ordinaces of all Governmental Agencies having a all wirin for new switches,outlets,fixtures.re-circuiting necessary to allow for all new work,all rewiring of ctlte,l in wont-Horne debris rc y'ta3n� ,ltult k1tt3'c �Lla<rLl T--------r----- Bottom Plate / ,-Floor Joist urisdiction.Contractor shall rovide,erect,maintain those items re uired for use,obtainin all necessar ) t / J p q q y permits,Inspections FASTENER SPACING(inches) Steel Strap tapped under sill plate exlsting fixturtas and labeiang of dreult breakers to Indicate dreult use. of cline (it r3Ccitcil ti.1n1 1t 1n11 hvrttz tt�hits yr ill hUtid- j -- - and approvals,and remove those Items which have served their purpose and when directed by the Owner,unless otherwise 1 I Panel span = 4-7 4 leet<panel 6 feet<portal I/ 1,,c, 4 / / f t � • ,- �, stipulated. b)furnish NF6U Certlflcate et comDletlon of work. 11,_;11,1.M: {cel n�a:i;,1(5afhAt5 ,t':L 1!o�ekl building Ili a - FASTENER TYPE sept &part s 6 feet. I span s 8 feet % 6.Furnish and Install single station smoke detecting alarm device In compliance with Sec.721.1 of NYS Building 44. Contractors shall make tamely submissions to the Owner of the various Items as set forth so as to allow reasonable and ade r, - -#--- # ---- Code and shall be provided outside each separate sleeping area,In each sleeping space and on each floor level. k 01-JiA �c \i7 tlh :1te -":,;t,;r ', i -'.'<' •,1__ 't'as _1)`'h_�r1tlr_ \, t y Ic.', I its" 12" -- G"-� quote time for review,possible correttloln,possible resubmisslon,and for approval of submisstons without delayln the 7.Contractor shall verify wlth the owner,locatlon and quantity of lighting fixtures,switches,outlets,etc.prior t_it,ized orclUt"', 11r,1"QC t,�-1t lo; +.tin�r-z,3t t ,i.E its <imll `------ _ �- I '`- l ll -5111 Plate . a 'tit , L.tr \t._ e [ �r,'-\, �,,,� s re•.,� - i - It, i�"_ i- I - - 1 f " progress of the entire project or any phase of the protect. ft t the tt�,t , tc 5 ± l l rl to provlding a bid on the pro)eci. �6 ; „ ,.= 4,as;; 1 it= T pant. rart f=4 t 154. W -Sueel Strap lapped under 3 8.Provide a minlmum of me cutlet In a hallway that exceeds 9'-0"In length. 1. ;'3%41.tf',l.o 1 S"At t- _Sett !��? rcn,:,.�l 1;,�1,'1'�. - These tans Com 1 With all Of the re uirements of the 9.Provide one outlet in each room a minimum ot6'-0"from the entrance to that room. a,,,:.;w t 5:..,, =t,44-nv> I .- ailll plate ANCHOR P P Y 9 -` + 10.Provide a minlmum of one GFI outlet wlthln 3'-0"of any sink and a minlmum rf me In every battrrrom „ r - --.... :,:W':. , 1.t .h: ; rsi:t: \lkruJ ,f}eC"11 ;t.._' - �i-ia); .at:-e tont t' Il=l ( / r7e3A GI Gff� BOLTS F_%ixplitill: \1,),i •'..: .t, 1; _*'I4.i,,, .. ..:.:';, .:t. �, _ 4E9I ITS- un.Contractor est verify `'` ,; ___� Residential Building Code Of New York State, includin :i21,, ,gR .",-) v, - ,..,r .`',t 3?2' .\',:a2?,k!!' L.2.:.. ._ W,�zc;lc, :.;_,,I,t sflc4 7 4 =t><>,;::_;n,� �,ai:•,w'>,v , + sial pwel. _ I COLUMN g 11.Contractor must verity with his licensed electrlctan tf an upgrade of etectNcaf sen Ice is required for this „q ,� :� „,'^� ,:._," i.` )`> :;1=tEc.y `-� : c t,: , F.,:,_.,..,,1- 9:r. ,., a,L3_:zria,:sca a ,:f i t:,cn fr :a,ftrr cdgcoi the fanrf. / 1 I 2 i project prior tr submltdng a bid. ,. ,, . _.L - S I-E- lr W p,l-L sasFs t r., !; t;,;_,cit,al. .11Bi"5 >7.5-E :":>;1 •a??> 1 . c.> ,r, , ;;t. i+a eg. a.. ae'.raar afiu=.., fa t1x ekaerunr uaf3:n'.- _ Cha ter 1 I Ener Conservation. (20 T Q Edl t lOn) 12.Contractor to verify Iocatlons rf masts.meters sub-panels,etc.for relocatlrn as require fort e pro ec . f:;,:,. pc P 4Y i 1,rc�ul t;�t,s c-a ',''-c �.,t,�,3;Yq c¢1z,k�<3+s!'•:tl'.:ri}1I^ ::3 r ,,_ ,;. ,,,,,,3,�•_ i , ,nrlar,,ana�•tit ilei Hail f,an.rug,ands puna- }� G>D W t-+ Crntrector must also notify the Architect of locatlorts I(not shown rn plans. W { BEAM ate. jt3r��\1:1'. )'"ti`3?+1Ci1 tt`.,tat§tl3t'2'?c� �ti,13t tit "r+`�5�lct,�� 't, .-"='t_ya_ J t=,�ifi_�;in,,.,�x r`l`bk*-,u; �o;Kr4tc.�;>E1 anp SgiY;trrfs�in�: / 57;•x: � It H caU y All plans designed in accordance with the AJnerican Forest & Paper PLUMBING NOTES 1 1 1 ,nu';,rn.•Ir.,1 ;c,,i ct,ea tL:;t�d, t-_�Ir,itf,+hall tx k.:eted s miIII113unl'A ' r 3i�c3'.h1niC ti's a111 i.1i2,i't\_ h. _ .T+$lava, C. '>l t:i. IllFS12 / "� }baa l 1 jN} b 1.All plumbing work shat!be!n strict crnformance with aN state and tical codes. an,ti,� ,!on1 Uh Zd y,+::Gu:M'tr NoZi,or cunirelL d' r, ASSOC. WOOd Frame Construction Manual for One & Two Family 2.Not water heater shall have a maximum temperature setting of 140 degcees F. " t'c�ra:Sl�rtl'at, 131}�,�i1c731�:111.'tib,ii.liSlllt�li'49a�S,t:'l�rinn'i'u - I END �tG `.ti - 1SJti[:':: ,:frN+ :4L 4111i 1,+•tat jri�s,;iF� o :I149DAr)/Stll::ftk. II H:'. �t;:il!1Yr - D,STAN'E �. -, - fife Ru11�rrr L_` .:'t' 3.Provide hot and cold water supply Ilnes to a new refrigerator as required by manufacturers spe<Ificattons. It, act,01-1111A;, VA'l�lljlti 3rlJ\1 3 1f. Lj a; D,;;,r 3iN,,thaarr.,isL•Ot aLKhoj, halrfagC a ISdeonwL ullanaale - 3C�LZs DWeilings 2001 Edition. (Prescriptive Method) 4.Provide Insulation rn all new ptping as required by crde. r , � \�. 5.Remove and relocate all exlsttnq ptping as required tr assure the proper execution of the work. NOTE: t _rx'3t;_?';1.- �2'ii�', t+ttie:ic„e,:,f,jNti ; ol4%pcmu,d . .,�G i.,, ,�1 �%', =-1 "1"MINO.LUiv1 GENERAL NOTES 6.Below gradewestellnesshallbeXiftlplping. SIDECOVER ALL STFUWPNG TU BE 1 V4'X20 GAUGE S EEL OR 7.Potable lines shall be type"L"'copper. I ry t� 1, - ' -y IsIvIl id EOL,NALENT - CS20 (COL® STRAP) 1 The mechanical system shall be installed to accordance with chaptersl2-24 of tht 8,Alt gas or oil piping required shall be performed by the plumbing contractor. tASIE A301.2(�} '� � 1.1 1 ,, (ALL S i RAPPNG SHALL 8E NSTALLED PRIOR TO SHEATFiNG) j residenriaf code of New York State. 9.Sanitary disposal system shall he County Department of Health Services approved for design and i t 1 I 1'>`�+ r-TYR PROVIDE RAFTER TO CLIIiIARC ANL?GECIGRAPHIC DESIGN ERlTERIA I•. ( A �\ Installetaon.The Owners survtor shat)be responsible fir design and Iocatlons M these facilities as well as I , / ! ' , KNG ATTACh}dEt1T 4V} N 2.The Plumbing system shaft be Installed in accordance with chapters 25-32 of the residential obtalning all permits fir - _ `- SUB lE�T TO D1►ktAGE FHOii rCE Sti}ELD i __" _" 1 AL6NM OR RAFTERS A \ code of New York State approvals. 1AlllJTEli UNDER_ �; " ' \ f(NGS TO ELATES T'YP. PROVIGE RAFTER TO t0.Contractrr shall provide hat water baseboard heat throughout a[perimeter wafts unless otherwise noted. GROUND IIt;ND SEISMIC ` SN RO ND SPEED' DESIGN Fnoat line. DESJGN IJ1YIatE1rT Ftt?C143 ABi aFREE2ING TNlkal TSTA InstalVation I, ? � � \\ CRIPPLE C&INECTION H-2 9 Electrical egwpment and curing shall be instaned In accordance u4th chapters 35-42 of the 1 1.Water main must be 7'-0"away from the sanitary disposal system and 4'-0"deep. i It ' M J , ` OR EQUAL OR STRAP 12.In bearin walls or artitions.no stud is to be cut more than 1/3 Its depth to receive piping,duct or electri- (rnph) CATEG{NtYs yy�t s TasrmNe` TE1fW REQf�a HA2AM51 ft�. ; (Z. � \- \: DETAIL b LEFT esidentlal code of New Yerk State. cal work. g D Berate Ii tacker N'�"a' T• 11' Required Sit!SpecJfic - 452 R P.j=T 18 fL O s? lJ L^ ry/� F T ry '1'4 lZ I L CaL. ND ; 'o s' `\ \ - ;SIli Iia rtapM - "a, taros �'�•'• I ElfiN UUI v _ \ 4 E-tertorwndows and glass doors shall be installed in accordance uath section Rb 13 5. 1 3 ,: _ c 1 _: _._ _ _ .. _ _. I -_ --• - - r� ; LEI (E �lh tiDdel NAILING & STRAPPING AT ,VI laztn ahaffcom with section R30a. _,3 .., _ I4 Nominal Altowabie 3 9 pkJ T. Post U lift C - r ._. -. _ .- " _ =- _ _ - __ - .. , :. __ , _ ___ _ .. , _ _ "_ � � p A EXTERIOR WINDOW I POOR HEADERS 14 �- - ; - r - TA R=.7 - - _1 _ � No. Size 133&160 DEFLECI'M Or STRUCTURAL� a e o T""1W.l ____ _ - -- ( ) Asp,�o FOR ALL FEW ceremuCT>m Ah&CA teN AMT0r61 5, In lit framed walls,Roots and rooHceoings comprising elements ori the txnldin i thermal �11NIFORIAi.Y Y�LJVE LOAOl3 -__ --- C; 4 4s4 4200 A __ envelapa,a moisture vapor retarder shall be instslied on the warm-inrun0ar side of Lha ALLCrwABLE GB Io I b 4200 STRUC'Tti1RAL 1�ER t1EFLECrlEIN On��PW' � - .gyp I:C86d � 6,-n 420C! D R IANL��S sFCR r ;nsulanon in accordance with section R32Z tsafterahaving slope$gn'a1Rar l dY"_.� L� Aro A B C D E F V d ' rxef[reran 4a0 M accorclance uritl xctwra ) uath titan 3/12 With no fin- Ul8(1 isbod C+liW*ausched 0 rafters Aures wilt limited»�lit�ti ZO M�'1 5� O Nf UM1C-(Jeve � ex or nu � 0. a 1�ougn ceding Aen eft 1 ha eCa fl y `G Not n Opemny \ b Wail and es hal ame sprewtd classiffcadon not gra en Fit 18t) .. _. - � 9 Meerior walls add tions l0 3 as a Floor t0 } � 2._D• t . Atilca wttltout sWr ..- �'�,- 1 � � B 1.Insulation shdi have a r3ame-spreztd index of Holt greater:ban 25 with a smoke-aerGa{xd Y _ F-IOO[a add wo"eEl` fel s U3W 1 . . - I d _ } ! _ 4'D• _ (D 224 2 2 2 r"". t7C.' � - I "v.'.5 �..-. e Floor Tie } C E fides of not greater:ban 450 to accordnace Wath section 8320. ,��RED,gA TIT 1`„ MI other structural nsernbers U'240 I � l f) 1 e'o e m at a ro sae s a s a �» $xiaior balconies 60 BCS2-214 j 8•-0• a Iv z,4 a U 2 a a s 3 1 ND- 1 3 9.Intenor LuaN covenng shall he in acoerdance auath section R102.3 and eaGenoruidl ca.eaxx g (4�\����r o `�C,yG�J. .�GT wq,, Exterior wails W ittt.plaster a asterroo fedi ft H/36(i es[apex E 1y - _ E<tericv Walls-winJ 1uarJsa wiiJr tmulc finishes LI240 ,2, ra ca be �,;., 40 i> -i EN( _ 5nall be in accordance Wath sedan 103.4. �C� Prov,de mui � L I a2'-0' ¢ tats s s i s i � ��, a i �� � Csdardrails led handrails- 200a t G O L-'.t ^P "'�t G P` P i br end d CIVIu e,, d �, Exterior wails-wind Irxada"w'tttt flczih}c fwars i� (112(1 --j f GS and CA1Si Guardrails in-fall eomponetus 3(F' f, - F A Notation. t a Asphalt 7htngks shall oe installed an accordance uafh section R'i05 2 L "@Ole• r=span I-wi H=ds n height Equal nund,er oa A- ,ueEn of 3D NAis Ar°A [tit of sTaA�rrtos D tuheE+(Y'AL SnMS ON nE FLAT,DOES NOT Viii r0 DOOrr9a + f� �iE� �:TH SCHLZ.�I_� a sPeuAed nails 4. .z ' l 3�A- n6�v c�5 6� _ ( J } in eacn,enii �� ru>.ee+cDF F3u teulr Kris snos AT EACH�of tEnoa3+ 1 �RCHITE(1: P-C_ t '_ r rJ i S r C t? ?1 )g s ,' and I .00 r S Roans axhet than slteping rooms �� o. awaEca of bD itis ea NAc�refile wucsrr M1r+s srrn ro eo �� �f(1,L3 r 20B LYi'�A S-1�\� E 5Ge1 E_ Sktping rtxrms 30 ar�Arsa Ar EACN SOE 813! =- ' - i}oa Oi 1 F. mpalrOF A STIM *r EAC EW OFa+Ayw�u 3.at awe r1�exs> '9� ¢�' E. *QR"THPORT. !.T. Y1 f31 P.`' 1 _ _ 4 p GFNEW�O .. /F_�x. fsIa -` s .Jr,1e11ac: f _. _ _ _ __ _. _ Stas M--- - l` I � T- i I eo or'�.Lqs AT eAt?r 98e Q1oes nor twit To Oa7Ns I - - r i JACtCS P,ND KIEJGS AS i SHOM TYP. DETAL - LEFT 1 Y